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HomeMy WebLinkAbout8.2 1st reading of an ORDINANCE GRANTING A CONDITIONAL USE FOR A CAR WASH FOR THE PROPERTY LOCATED AT 1 EAST RAND ROAD, MOUNT PROSPECT, ILLINOIS (PZ-13-26)Subject Meeting Fiscal Impact (Y/N) Dollar Amount Budget Source Category Type Information Item Cover Page 1st reading of an ORDINANCE GRANTING A CONDITIONAL USE FOR A CAR WASH FOR THE PROPERTY LOCATED AT 1 EAST RAND ROAD, MOUNT PROSPECT, ILLINOIS (PZ-13-26) October 6, 2026 - REGULAR MEETING OF THE MOUNT PROSPECT VILLAGE BOARD 1►1 NEW BUSINESS Action Item The Petitioner, El Car Wash Mid -West, LLC, is seeking conditional use approval to allow a car wash, at 1 E. Rand Road (Subject Property). The proposal requires Village Board approval for the conditional use request. The proposal meets the requirements and standards related to the Village Code, and staff is supportive of the request. Discussion The Petitioner is requesting conditional use approval to redevelop the 2.04-acre property at 1 E. Rand Road with an automated car wash. The B-3 Community Shopping District zoned property is currently improved with a vacant 20,880-square-foot commercial building, which would be demolished as part of the redevelopment. The proposed development includes a 140-foot car wash tunnel, twenty-seven vacuum stalls, three approach lanes, two pay stations, fifty-one vehicle stacking spaces, seven accessory structures, landscaping, and an underground stormwater detention facility. A Traffic Impact Study reviewed by the Village Engineer concluded that the proposed access and surrounding roadway network can accommodate projected traffic volumes. The final site plan provides fifty-one stacking spaces, compared with seven required by the Zoning Ordinance. Staff does not anticipate significant adverse traffic impacts, and Public Works has no objections to the conditional use request. Due to the proximity of residential properties west of Elmhurst Road, an acoustic assessment was also completed. The development incorporates the study's recommended noise mitigation measures, including an ultra -quiet drying system, sound walls, screening and enclosure of vacuum equipment, and vacuum silencers. The assessment concluded that the proposed facility would comply with applicable Illinois Pollution Control Board noise regulations with these measures in place. A detailed discussion of the proposed car wash is included in the attached staff report. STANDARDS AND FINDINGS Staff finds that the proposed conditional use meets the applicable standards of the Zoning Ordinance and is consistent with the Comprehensive Plan and the Corridor Commercial future land use designation. The proposed car wash and associated site improvements represent an appropriate use on a parcel that has remained underutilized for a long time. The car wash is not expected to endanger public health, safety, morals, comfort, or general welfare. The traffic study and sound assessment provided do not suggest that the proposal will generate nuisances that will be injurious to the uses and enjoyment of other property in the immediate vicinity. Based on the information submitted, the surrounding uses, and the proposed development's compliance with the Village's zoning ordinance and long-range planning document, staff recommends approval of the conditional use request. PUBLIC COMMENT As of this writing, two public comments were received expressing opposition to the proposed car wash. Both commenters raised concerns regarding existing traffic congestion in the vicinity of Rand Road, Elmhurst Road, and Kensington Road and the potential for the proposed use to generate additional traffic and create safety concerns at an already busy intersection. One commenter also noted existing traffic associated with nearby businesses and high school students traveling along Kensington Road during lunchtime. Public comments were also provided verbally at the September 24, 2026 Planning & Zoning Commission meeting and are summarized in the attached meeting minutes. PUBLIC HEARING The Planning and Zoning Commission considered the request at its September 24, 2026 public hearing. The Commission discussed the proposed site design and operations, with particular focus on traffic and access at the Rand Road/Main Street/Kensington Road intersection, vehicle stacking, noise impacts on nearby residences, landscaping and screening, building design and height, and pedestrian safety. The Petitioner discussed the extensive on -site stacking, right-in/right-out access configuration, water reclamation and stormwater systems, landscaping, and noise mitigation measures incorporated into the project. Staff noted that the proposal had undergone multiple revisions during the review process to address traffic and noise concerns, including relocation and enclosure of vacuum equipment, installation of sound walls and screening, elimination of more intensive detailing services, and the addition of a third stacking lane. Several members of the public expressed concerns regarding existing traffic congestion, the traffic projections contained in the Traffic Impact Study, pedestrian safety at the proposed driveways, and the potential effect of another car wash in the area. Following discussion, the Commission added conditions limiting the maximum building height to thirty feet (30'-0") and requiring additional pedestrian safety sig nape and/or other safety measures at the two site access driveways, subject to Village Engineer approval. The Commission ultimately voted 5-1 to recommend approval of the conditional use for a car wash with seven accessory structures, subject to the conditions contained in the staff report and the two additional conditions established during the public hearing. Altprnativps 1. Approval of a conditional use for a car wash with seven accessory structures for the property at 1 East Rand Road, Case No. PZ-13-26, subject to the conditions listed in the attached ordinance. 2. Action at the discretion of the Village Board. Staff Recommendation Approval of a conditional use for a car wash with seven accessory structures for the property at 1 East Rand Road, Case No. PZ-13-26, subject to the conditions listed in the attached ordinance. Attachments 1. PZ-13-26 Staff Report 2. PZ-13-26 Administrative Content 3. PZ-13-26 Updated Plans 4. PZ-13-26 Photos of Constructed El Car Wash Facilities 5. PZ-13-26 Updated Acoustical Assessment 6. PZ-13-26 Technical Reports 7. PZ-13-26 Stormwater Narrative 8. PZ-13-26 Meeting Minutes 9. PZ-13-26 Ordinance 10. PZ-13-26 Village Review Letter VILLAGE OF MOUNT PROSPECT 50 S. Emerson Street, Mount Prospect, IL 60056 STAFF REPORT FROM THE DEPARTMENT OF Community Development Jason C Shallcross, AICP, CEcD Ann Choi Director of Community Development Senior Development Planner DATE: September 17, 2026 CASE NUMBER PZ-13-26 PUBLIC HEARING DATE September 24, 2026 APPLICANT/PROPERTY OWNER El Car Wash Mid -West, LLC / SCP 2002A-11 LLC PROPERTY ADDRESS/LOCATION 1 E. Rand Road BRIEF SUMMARY OF REQUEST The Petitioner, El Car Wash Mid -West, LLC, is seeking conditional use approval to allow a car wash with seven (7) accessory structures, at 1 E. Rand Road (Subject Property). The proposal requires Village Board approval for the conditional use request. The proposal meets the requirements and standards related to the Village Code, and staff is supportive of the request. 2026 Aerial Image 2026 Village of Mount Prospect Zoning Map EXISTING EXISTING LAND USE/ SURROUNDING ZONING & LAND USE SIZE OF ZONING SITE IMPROVEMENTS North: B-3 Community Shopping PROPERTY B-3 Community Vacant one-story East: B-4 Corridor Commercial and 2.04 acres Shopping commercial building B-3 Community Shopping South: B-3 Community Shopping West: R-A Single Family Residential and B-4 Corridor Commercial STAFF RECOMMENDATION APPROVE WITH APPROVE CONDITIONS DENY CAUsers\achoi\Desktop\PZ-13-26 1 E Rand Rd (CU - Car Wash).docx 1 BACKGROUND / PROPERTY HISTORY The Subject Property was annexed in 1966 and is located at 1 East Rand Road in the southwest quadrant of the intersection ofI(ensington Road with Rand Road. The Subject Property is zoned B-3 Community Shopping District. The project site is improved with an existing 20,880-square-foot vacant commercial building that was previously occupied by CVS, Murray's Auto Parts, O'Reilly's, and Subway. Short-term merchants have since been permitted to operate within the building during seasonal holidays. Land uses in the vicinity of the Subject Property are primarily commercial and residential. Nearby commercial uses include Chipotle, Wild Fork, Five Guys, and Jersey Mike's to the northeast; Lush Nail Spa to the northwest; Bullet Auto Repair and Skyline Auto Group to the west; and Kimber Automotive and Intelligent Plumbing Services to the south. Single-family residences are Located on the west side of Elmhurst Road. Vehicular access is provided by an existing curb cut on North Main Street and an existing curb cut on East Rand Road. As part of the Rand Road Corridor Plan, which was approved by the Village of Mount Prospect Board of Trustees in February 2017, the Village is improving the roadway geometry of the US 12/IL-83/Kensington Road intersection. The primary goals of the project include reducing vehicle congestion and delays and improving safety. The scope of work includes road widening (additional through and turn lanes) and resurfacing, traffic signal improvements, street lighting, bike path, and sidewalk improvements. The Village in coordination with the Illinois Department of Transportation (IDOT) are currently in Phase II Engineering and Land Acquisition for significant capacity improvements to improve the flow of traffic through these intersections. Final plans are complete, but the Village is currently undergoing negotiations with a few properties to acquire rights -of -way. Construction is anticipated beginning in the Spring of2027and completion of the intersection improvements is anticipated in the Fall of 2028. PROPOSAL The Petitioner is proposing to demolish the existing building and associated site improvements and construct a car wash that will be operated by El Car Wash. El Car Wash is marketed as an automated car wash and consists of a primary car wash tunnel, an attached building housing interior vacuum stations, an exterior parking lot with additional vacuum stations, two (2) drive -through pay stations, and an underground stormwater detention facility toward the southern portion of the Subject Property. The proposed facility will operate on weekdays from 7:00 AM to 8:00 PM seven days a week. The business will employ a maximum of seven (7) employees per shift during peak times. Peak hours on weekdays are typically 8:00 AM -10:00 AM and 4:00 PM -7:00 PM. Peak hours on weekends are typically 11:00 AM - 3:00 PM. The proposal meets all bulk regulations and parking setbacks and the number of accessory structures is included as part of the conditional use request. A total of seven (7) accessory structures are proposed. The various elements of the proposal are outlined below. Site Plan: The 140-foot-long automated car wash tunnel will be located on the west side of the site and oriented in a north -south direction. Sixteen (16) vacuum stalls will be located within an attached building along the east side of the car wash tunnel, with an additional eleven (11) exterior vacuum stalls located within the parking area east of the attached building. Access to the car wash tunnel will be provided via the entrances along the Rand Road and Main Street/IL-83 frontages. Vehicles approaching the tunnel will enter one of three approach lanes, which will merge into two lanes serving CAUsers\achoi\Desktop\PZ-13-26 1 E Rand Rd (CU - Car Wash).docx the pay stations. Per staff's recommendation, a minimum four -foot (4'-0") tall fence is proposed along the north, east, and west property lines to screen headlights from vehicles within the car wash approach and stacking lanes, and to minimize glare onto vehicular traffic traveling along the adjacent arterial roadways. Immediately beyond the pay stations, the two lanes will merge into a single lane Leading to the car wash tunnel entrance, located toward the northwest portion of the site. Vehicles will travel south through the tunnel and exit near the southwest portion of the site. Upon exiting the tunnel, vehicles may proceed to the vacuum stalls or exit the site via one of the access drives. Bulk Regulations and Parking Setbacks: Table 1 provides a comparison of the required bulk regulations of the B-3 zoning district and the proposed car wash. Table 1: Setbacks and Lot Coverage Requirements Front North (Kensington) 30.0' 80.0' Interior side N/A 10.0' N/A Exterior side West (IL-83/Main St) 30.0' 30.0' Exterior side East (Rand) 30.0' 52.3' Rear yard South 20.0' 59.5' Building Height - 3 stories or 35' 35' Max Lot Coverage - 75.0% 64.4% Parking, Stacking and Traffic: Per Section 14.2207 of the Zoning Ordinance, the following parking ratio fora car wash is as follows: Use Parking Requirements Car wash, tunnel Stacking spaces for 20 minutes of waiting plus 1 space per employee. (3 minutes average per car, plus 1 space per employee.) Based on the Village's parking ratio, the project requires a total of seven (7) stacking spaces and seven (7) parking spaces based on a total of seven (7) employees, including two (2) accessible parking spaces. The proposed car wash proposes atotal offifty-one (51) stacking spaces and twenty-seven (27) parking spaces, including two (2) accessible parking spaces. A Traffic Impact Study (TIS), prepared by Kenig, Lindgren, O'Hara, Aboona, Inc. (KLOA), was reviewed by the Village Engineer. The TIS analyzed the site based on an automatic car wash consisting of one car wash tunnel, twenty-eight (28) vacuum stalls, two (2) approach lanes, and internal stacking capacity for thirty-nine (39) vehicles without impacting or obstructing external drive aisles. The final site plan proposes twenty-seven (27) vacuum stalls, three (3) approach lanes, and stacking capacity for fifty- one (51) vehicles. Compared to the site configuration analyzed in the TIS, the final plan provides one fewer vacuum stall and an additional approach lane, resulting in twelve (12) additional stacking spaces. The TIS concluded that the proposed site access will adequately accommodate projected traffic volumes and provide efficient access to and from the site. The existing access drive along IL 83 will be converted to right-in/right-out access and dedicated right -turn lanes serving the site access drives are not warranted based on IDOT guidelines. Additionally, the proposed on -site vehicle stacking is CAUsers\achoi\Desktop\PZ-13-26 1 E Rand Rd (CU - Car Wash).docx 3 anticipated to accommodate projected demand without obstructing internal site circulation or operations. Based on the TIS and the final site plan, staff does not anticipate that the proposed development will result in significant adverse traffic impacts. The proposed development provides substantial on -site stacking capacity that exceeds code requirements by more than seven times the number of stacking stalls required and addresses the anticipated demand during normal operations and peak operating conditions, or "design days," which typically occur following weather events such as snowfall or rain and are anticipated approximately twelve (12) to fifteen (15) times per year. To further accommodate peak demand and maintain efficient on -site circulation during these periods, operational measures include increasing the service rate of the car wash tunnel to its maximum processing capacity and positioning staff at critical locations within the circulation system to direct vehicles and manage traffic flow. These locations include the pay stations and the exit of the car wash tunnel. The Village's Public Works Department has reviewed the proposed plans and TIS and has no further concerns regarding the requested conditional use. However, comments identified in the final zoning review letter will be required to be addressed prior to the issuance of a building permit. The final zoning review letter is attached as Exhibit B of the staff report. Hours of Operation: According to the Petitioner, the proposed hours of operation will be from 7:00 AM — 8:00 PM Monday through Sunday. Peak hours on weekdays are anticipated to be 8:00 AM —10:00 AM and 4:00 PM — 7:00 PM, and peak hours on weekends are anticipated to be 11:00 AM - 3:00 PM. Based on the closest El Car Wash locations in Michigan, the hours of operation at these locations are 7:00 AM — 8:00 PM Monday through Saturday, and 8:00 AM — 8:00 PM on Sunday. Staff recommends restricting the business' hours of operation to 7:00 AM — 8:00 PM Monday through Saturday, and 8:00 AM — 8:00 PM on Sunday as a condition of approval consistent with other El Car Wash locations. Building Materials: The proposed building features a modern commercial design characterized by clean, rectilinear building forms, prominent tower elements, and a predominantly light-colored exterior. The building incorporates varying parapet heights and changes in wall plane. The proposed car wash tunnel and attached vacuum building are composed almost entirely of light-colored brick veneer (Aspen White Smooth and Khaki Stone) with a base composed of dark grey split face concrete masonry unit (CMU). The split -face nature of the masonry provides a stone -like base for the proposed principal structure. Reflective aluminum composite panels make up the upper portions of the tower elements and at the entrance/exit of the car wash tunnel. Bright teal and pink/magenta accents are integrated into trim, signage, canopies, and other architectural details to reinforce the company's branding and identity. Landscaping: The Petitioner will preserve existing parkway trees along I L-83/Main Street, Kensington Road and Rand Road. The proposed landscape plan meets code requirements and provides substantial perimeter landscaping along all sides of the Subject Property. Along the south property Line, the existing dense row of mature trees and landscaping adjacent to Intelligent Plumbing and Kimber Automotive will be preserved and supplemented with an additional layer of evergreen trees and shrubs. The north and east property lines will be landscaped primarily with evergreen shrubs and ornamental trees to supplement existing vegetation and fill gaps between the existing parkway trees. Foundation landscaping is proposed along the west elevation of the car wash tunnel and the east elevation of the attached vacuum building. Landscape islands throughout the parking area will C:\Users\achoi\Desktop\PZ-13-26 1 E Rand Rd (CU - Car Wash).docx 4 incorporate shade trees and additional live plantings. The trash enclosure will be screened with juniper trees ranging from six feet (6'-0") to eight feet (8'-0") in height. A variety of perennial plantings and other Live landscaping is also proposed north of the car wash tunnel and vacuum building to further enhance the site. A fully compliant landscape plan, including a tree preservation plan and irrigation plan, will be required as part of the building permit submittal. Accessory Structures: Per Village Code, detached accessory structures are permitted to be a maximum height often feet (10'). The project proposes a total of seven (7) accessory structures, including two (2) canopies over the exterior vacuum stations, one (1) trash enclosure, one (1) canopy over the pay station, one (1) attendant booth, and two (2) vacuum enclosures. All accessory structures meet the maximum height of ten feet (10'-09y). Site Lighting: The Petitioner intends to install code -compliant signage throughout the site, including: six (6) light poles and one (1) wall mounted fixture. All proposed fixtures will be fully cut-off with flat Lenses. A fully compliant photometric plan will be required as part of building permit submittal. Signage: The Petitioner proposes one new monument sign along Kensington Road. The building elevations depict a total of three wall signs, with one sign located on each of the north, west, and east elevations. The sign package also includes three directional signs and two-lane identification signs. The submitted sign plans indicate that all proposed signage will comply with the requirements of Chapter 7 of the Village Code. No relief from the Village's sign regulations is requested as part of the zoning application; therefore, all signage proposed for the Subject Property will be required to comply with the applicable provisions of Chapter 7 as part of the building permit review. Stormwater: Stormwater runoff from the proposed development will be collected by a system of storm sewer inlets and piping and conveyed to a proposed underground detention facility located in the southern portion of the site. The proposed detention facility will provide temporary storage and discharge stormwater through a reinforced concrete outlet control structure designed to restrict post - development runoff to the allowable release rate. The controlled discharge will connect to the existing 24-inch PVC storm sewer within the IL-83 right-of-way, maintaining the discharge sewer. Volume control is not required for the proposed redevelopment because the project reduces the site's total impervious area by more than 30 percent relative to existing conditions, in accordance with the MWRD Watershed Management Ordinance. A Stormwater Narrative is included in the agenda packet. Noise: An acoustic assessment, prepared by Soundscape Engineering, was reviewed by planning staff. The report documents the ambient sound level measurements, provides predictions of car wash - related sound at neighboring properties, and provides an opinion on compliance with the Illinois Pollution Control Board (IPCB) regulations (35 Ill. Adm. Code Parts 900/901/910). The assessment modeled the "worst -case" conditions with the car wash entry and exit doors open, the vacuum building doors open, and six (6) outdoor vacuuming stations in use (half of total) for comparison to the ordinance, with and without mitigation. An analysis on measurement data were based from two existing El Car Wash sites in Brighton and Madison Heights, both in Michigan, measurement data of the site ambient, and the manufacturer's dryer sound data. The analysis was also based on a 4,830 square -foot car wash tunnel, an 11,016 square -foot enclosed vacuum structure with sixteen (16) vacuum stations inside, a pair of vacuum pumps inside a roofed enclosure on the north side of the vacuum building, twelve (12) outdoor vacuum stations, a pair of vacuum pumps within a screen wall on the east side of the building, and operating hours that are 7:00 AM to 8:00 PM daily. The loudest sound source was found to be the dryer system followed by the vacuum pumps. The operating hours C:\Users\achoi\Desktop\PZ-13-26 1 E Rand Rd (CU - Car Wash).docx were based on 7:00AM to8:00 PM daily. Due to the proximity to the residences on the west side of Elmhurst Road, the Petitioner is proposing to upgrade the drying system to a Stealth Predator Ultra - Quiet Drying System. The stealth system's data were used in place of the standard dryers at the Petitioner's request. The sound assessment found that if the following mitigation measures were incorporated into the site, the predicted sound would meet all IPCB regulations: a 30 horsepower (HP) Stealth Predator Ultra -Quiet drying system; a two -hundred -foot (200'-0") long, eight -foot (8'-0") tall sound wall at the south property line; a twelve -foot (12'-0") tall wall at the car wash tunnel exit; an eight -foot (8'-0") tall screen wall surrounding the east outdoor vacuum pump, and a north vacuum pump located on the north side of vacuum building within a full enclosure and exhaust stack above roof. The Petitioner has incorporated all mitigation measures into the proposed development, and staff is recommending these measures be incorporated as a condition of approval. OTHER DEPARTMENTS The Public Works Department has no objections to the conditional use request; however, several items will be required to be addressed prior to issuance of a building permit. The proposed right- in/right-out access drives along Main Street and Rand Road may require modifications to accommodate sidewalks and shared -use paths and will be subject to Illinois Department of Transportation (IDOT) approval. Permits will also be required from IDOT for work within the adjacent rights -of -way and from the Metropolitan Water Reclamation District of Greater Chicago (MWRD) for applicable sanitary service and stormwater management improvements. Public Works has no objection to the submitted Stormwater Narrative but will require additional information regarding overland flow routing, emergency overflow, system capacity, detention facilities, and unrestricted stormwater runoff to adjacent properties or public rights -of -way as part of the building permit review. PUBLIC COMMENT As of this writing, planning staff has not received any public comments. STANDARDS AND FINDINGS The Planning and Zoning Commission shall review the standards and findings of fact outlined in Exhibit A and 1) accept them without changes, 2) accept them with changes, or 3) reject the findings. The Planning and Zoning Commission shall use the findings of fact to guide their recommendation to the Village Board. Staff finds that the proposed conditional use meets the applicable standards contained in the Mount Prospect Zoning Ordinance. Staff requests that the Planning and Zoning Commission make a motion to adopt Staff's findings as the findings of the Planning and Zoning Commission and recommend approval of the following motion: "To adopt staff's findings, attached as Exhibit A, as the findings of the Planning and Zoning Commission and recommend approval of: 1. A conditional use for a car wash with seven (7) accessory structures at 1 E. Rand Road, subject to the following conditions: a. The Subject Property shall be developed in substantial conformance with the approved development plans which consist of the following (collectively the "Approved Plans"): CAUsers\achoi\Desktop\PZ-13-26 1 E Rand Rd (CU - Car Wash).docx i. "Site Development Plans for 1 E Rand Rd", consisting of 15 sheets, prepared by Stonefield Engineering & Design and bearing the latest revision date of 08/21/2026; ii. Architectural drawings, consisting of 12 sheets, prepared by Krieger Klatt Architects and bearing the latest revision date of 06.04.2026; iii. "Traffic Impact Study", consisting of 216 pages, prepared by Kenig, Lindgren, O'Hara, Aboona, Inc. (KLOA) and dated June 4, 2026; iv. "Sound Propagation Assessment" (Soundscape Study), consisting of 35 pages, prepared by Soundscape Engineering and dated August 21, 2026; and v. Specification sheets for: 1. "Stealth Predator Drying System", consisting of 2 pages, manufactured by International Drying Corporations and undated. 2. "Sound Walls", consisting of 16 pages, manufactured by AIL Sound Walls. b. The following shall be required to mitigate the noise generated by the blowers at entrance and exit doors open and multiple vehicles using the outdoor vacuums in conformance with the recommendations provided in the Soundscape Study: i. A 30 horsepower (HP) Stealth Predator Ultra Quiet drying system shall be used; ii. The sound wall along the southern property line shall be eight feet (8'-0") in height and a minimum of two hundred feet (200'-0") feet long; iii. The sound wall at the car wash tunnel exit shall be twelve feet (12'-0-") in height; iv. The screen wall surrounding the east outdoor vacuum pump shall be eight -feet (8'- 0") in height; and v. The vacuum pump located on north side of vacuum building shall be fully enclosed and shall be equipped with an exhaust stack above the roof. c. Silencers/mufflers shall be placed on each of the vacuums. d. All exterior lighting shall be limited to white light only. e. Lighting shall not be permitted on the arched vacuum equipment. f. Both the sound wall at the exit of the car wash tunnel and along the southern property line shall be consistent in appearance with the principal structure. g. A privacy fence primarily consisting of fiber cement and not exceeding four feet (4') in height shall be installed along the perimeter of the drive -through queuing lane. h. The attendance booths and related canopy structure shall be adorned with a brick veneer and stone coping consistent in appearance with the principal structure. i. The hours of operation for the car wash shall be limited to 7:00 AM to 8:00 PM, Monday through Saturday, and 8:00 AM to 8:00 PM on Sunday. j. Prior to the Village Board meeting, the Petitioner shall address all comments included in the Village review letter dated September 11, 2026 (PZ-1 3-26) attached as Exhibit B. k. Submittal of irrigation and photometric plans that comply with Village codes and regulations is required prior to the issuance of a building permit. L. Compliance with all applicable development, fire, and other Village Codes and regulations, subject to the approvals and other relief granted by this Ordinance is required prior to the issuance of a building permit. The Village Board's decision is final for this case. ATTACHMENTS: ADMINISTRATIVE CONTENT PLANS OTHER (Supplemental Information, (Zoning Request Application, Responses to (Plat of Survey, Site Plan, etc.) Public Comments Received, Standards, etc.) etc...) C:\Users\achoi\Desktop\PZ-13-26 1 E Rand Rd (CU - Car Wash).docx 7 I concur: Jason C Shallcross,"Al p, CEcD Director of Community Development C:\Users\achoi\Desktop\PZ-13-26 1 E Rand Rd (CU - Car Wash).docx Exhibit A Standards and Findings of Fact CONDITIONAL USE STANDARDS Section 14.203.F.8 of the Village of Mount Prospect Zoning Ordinance provides that a Conditional Use shall conform to the following requirements: 1. That the establishment, maintenance, or operation of the conditional use will not be detrimental to, or endanger the public health, safety, morals, comfort, or general welfare; 2. That the conditional use will not be injurious to the uses and enjoyment of other property in the immediate vicinity for the purposes already permitted, nor substantially diminish and impair property values within the neighborhood in which it is to be located; 3. That the establishment of the conditional use will not impede the normal and orderly development and improvement of the surrounding property for uses permitted in the district; 4. That adequate public utilities, access roads, drainage and/or necessary facilities have been or will be provided; 5. That adequate measures have been or will betaken to provide ingress and egress so designed as to minimize traffic congestion in the public streets; 6. That the proposed conditional use is not contrary to the objectives of the current comprehensive plan for the village; and 7. That the conditional use shall, in all other respects, conform to the applicable regulations of the district in which it is located, except as such regulations may, in each instance, be modified pursuant to the recommendations of the planning and zoning commission. Petitioner's Findings: The Petitioner states that the proposed automated car wash will not adversely affect public health, safety, or general welfare and has been designed to provide safe and efficient on - site circulation. The Petitioner further states that the development incorporates measures intended to minimize potential impacts on surrounding properties, including substantial perimeter landscaping and fencing, enclosed vacuum equipment with silencers, an underground stormwater management system, and a water reclamation system. According to the Petitioner, the proposed use is compatible with the surrounding commercial corridor and will not impede the normal and orderly development of neighboring properties. Adequate public utilities and infrastructure will be provided in accordance with Village requirements, and the proposed water reclamation and stormwater management systems are intended to reduce demands on public infrastructure and manage runoff on -site. The Petitioner further states that the proposed access and internal circulation have been designed to safely accommodate anticipated traffic, with a traffic study concluding that traffic generated by the development can be accommodated by the surrounding roadway network. The Petitioner maintains that the redevelopment is consistent with the Comprehensive Plan and the future Corridor Commercial land use designation by reinvesting in an underutilized commercial property and providing an auto -oriented service use along the corridor. Finally, the Petitioner states that the development will comply with applicable regulations of the Community Shopping District and that any necessary modifications will continue to be coordinated with Village staff and addressed in accordance with applicable Village requirements. Staff's Findings: Staff has reviewed the Petitioner's request for conditional use approval for a car wash and finds that the applicable standards have been met. The conditional use is aligned with the Village's Comprehensive Plan and Future Land Use Plan's designation of the Subject Property as Corridor CAUsers\achoi\Desktop\PZ-13-26 1 E Rand Rd (CU - Car Wash).docx Commercial. The proposed car wash and associated site improvements represent an appropriate use on a parcel that has remained underutilized for a long time. The car wash is not expected to endanger public health, safety, morals, comfort, or general welfare. The traffic study and sound assessment provided do not suggest that the proposal will generate nuisances that will be injurious to the uses and enjoyment of other property in the immediate vicinity. Based on the information submitted, the surrounding uses, and the proposed development's compliance with the Village's zoning ordinance and long-range planning document, staff recommends approval of the conditional use request. C:\Users\achoi\Desktop\PZ-13-26 1 E Rand Rd (CU - Car Wash).docx 10 Exhibit B Village Review Comments MAYOR Paul Wrn. Hoefert TRUSTEES Vincent J. Dante Elizabeth B. DiPrima Terri Gens William A. Grossi John 3. Matuszak Colleen E. Saccotelti Village of Mount Prospect 510 S. Emerson Street, Mount (Prospect, Illinois 16,0056 September 11, 2,1026 Vinicenzo Finazzo Stonefield Engineering & Design 555S.O[iO\i,/oo(O�v,?.r,klAvie�t.-t..je - Birmingham, MI 48009, Via e-ma�it: vfina�z,zoCa),stonefieldelng.com VILLAGE MANAGER Michael J. Ca ad VILLAGE CLEIRK Karen Agoiranos Phone: 84,7/962-6000 Fax: 847/92-6022 www. imountprospect.org Re: PZ-131-126 (PZZ26-000012) / Conditiona1 Use (Car Wash) / 1 E Rand Rd Review Comments #4 (Final) Dear IMr. Finazzo, The Village of Mount Prospect has, reviewed the third submittal for a conditional, use for, a car wash at 1 East Band Rd (S u bj ect P ro, plerty) , a n d below are the following revi ew coin m ents from applicable departments: Planning Division* Items 1-7 require revisions prior to the Village Board meeting. Please submit these revisions no later than 'September 18, 2026: 1 Split -face CMU is not an acceptable material for thetrash enclosure or the vacuum enclosure located on the east side of the building. Both a�cicessory structures shall be constructed of brick veneer to match the principal building's primary building material and collor. 2. Sound cape Report: The revised soundscape report states that by using 30 HP Stealth Predator, Ultra Quiet dryers in Heu of 80 HP)�: a., 'The 12-ft tell screen well et the tunnel entrance can be removed; b. The 12-ft tell screen well at the tunnel exit can be shortened to 210 feet long; c. The2-inchthicksound absorptive acoustical panels can be eliminated on the 12-ft,tall, tunnel exit oin the east wall. 3. If the 12-floot-tall, screen well at the tunnel exit is intended to serve as the sound well identified in the specification sheet, "Sound Wall Dietaits.pdf," pilease add a note to, the architectural site plan indicating this,. The sound well is currently identified on the civil site plan. C:\Users\achoi\Desktop\PZ-13-26 1 E Rand Rd (CU - Car Wash).docx 11 Exhibit B Village Review Comments Village of Mount Prospect I Page 2 4. Is the,8-ft, tall, 2010-ft long well along the south property line made from lightweight PVC panels such as the AIL Sound Wall provided in the spec sheet "'Sound Wall Details -pdf"? Prov,idle details/drawings, of this wall in the architectural drawing set. 5. Sheet C-2: a. Remove the note"' Proposed 12 Ft Sound Wall" at the tunnel entrance. b. Updatethie note "'PROPOSED +/,- 2 FT DECORATIVE KNEE WALL along theeast property lineto "PROPOSED MIN. 4 FT TALL SCREEN WALL". 6. All liandscape, plantings must be located entirely on private property. Some shrubs are located directly on the east property line. 7. The base, olf,the monument sign (pa�ge 4 of the sign package) shell have a masonry base (not'. C M U). 8. A materials sample board includingthe make/modiel of each material type shall be provided art the Vi[Lagle Board meeting. 9. Please review the modified) ireoornmeindled conditions of appirloval at the end of this letter. Pulblic Wolrks Department: Puiblic Works has, reviewed the plans and traffic study subm� itted for the El Carwash proposed at 1 E. Rand Road', and Ihes ino, objections to, the requested ConiditionaL Use,. The comments listed below need not be addressed Ipiriorto, conditionaluise approval, they will, have to be addressed prior to issup anee of a Builiding Permit: 10., The plan now shows the driveways onto Main Street and Land Road to be modified to restrict ,access to right-in/right-out. The driveway designos may have to be modified to accommodate s I idewalks and shared -use paths,,, and will have to be approved by the Illinois Department of Transportation (IDoT),. 11. Permits will be: required from IDoT for any work (including utility connectioini,$) within the MIain Striee't, Kensington Road, or Rand) Road rights of way, and from the Metropolitan Water Reclamation District of Greatier Chicago (MWRD) for ainy sanitary service or st,ormwater mane, ernient. improvements. 12. PW has n�o objection to the Stor,mwater Narrative provided prieviously, but, additional information will be required prior to issuing the Building Permit. This information includes, but. is not limited to the following: a. Indicate the overland flow routing and emergency overflow (Location on the grading ,and/or storm,wiater management plan., b. Confirm that the proposed system (storm sewer, overland flow paths, and inlet grates) has sufficien�t capacity to convey the s1ormwater runoff from the 1 00-year storm into the detention storage chamber. c. Provide details of the detention chamber and outlet structure. C:\Users\achoi\Desktop\PZ-13-26 1 E Rand Rd (CU - Car Wash).docx 12 Exhibit B Village Review Comments Village of Mount Prospect I Page 3 d. Identify areas of' the site that drain to neighboring properties or public right of way instead of draining toward the detention storage chamber. Accountfor this unrestricted flow in the release rate calculations. Again, the commierots , listed above need not be addressed pr,ioir to Conditional Use approval, but will have to be addressed prior to signing the MWRD permit', or issuing the Building Permit. It rmust be understood that the comments listied above reflect issues noted during a review of the piroposed concept. A thorough review of the site, design and details will the performed as part of the Building Permit review process. Building IC epartment: 13. N�o additional comments from previous reviews. Provide a full code analysis, uise groups, architectural, structural, mechanical, electrical, and plumbing drawings compliant with adopted and referenced codes. Fire Department: Please advise the applicant that the following items m� ust be included duringthe building permit pirocess. 14. A fire sprinkler system in accordance with INFPA 13 will be required foir this project. Ensure fire I ,spirinkLer shop drawings, hydraulic calculations, and equipment cut sheets are submitted for review. Village of Mount Prospect Fire Prevention Code, 24.,210 15. A fire alarm system will be required for this project. Ensure that the fire a�Larm shop drawings with point-to-point wiring diagrams,, battery Toad calculations, and equipment cut sheets are submitted for review. 16. A fire sprinkler room will Ike required for, this building. 17. An egress Ipllan must be providedforthe entire building. This plan muist include occupant loads, travel distances, egress widths, and common path of travel distances. An egress plan will be required when the building plans are submitted for review. Additional exits, may be required,. 18. Fire lanes, will be requiiredl Ihased on the site ireview. Additional, marking of fire Lanes will be required,. 19. All egre ss doors a r,e to use Ikeyless,loicl sets on th e egmess side. e. N o f lu sh b o Its, dead or draw blotts, etc. will, be allowed. Life Safety Code, 7.2.1.5.1 C:\Users\achoi\Desktop\PZ-13-26 1 E Rand Rd (CU - Car Wash).docx 13 Exhibit B Village Review Comments Village of Mount Prospect I Page 4 Recommended Conditions of Approval: (Please note that additional conditions of approval may be added.) A. The following are, required to, mitigate the noise generated by the, blowers at entrance, and exit, doors open and multiple vehicles using the outdoor vacuums: a. A 3,0 HP Stealth Predator Ultra Quiet drying system is required; b. An e i g ht-,f o ot-ta! It 1(8 10") sound watt at the south property linethat is a minimum of 200 feet long; c. A twelve -foot -tall (12'1-10") wall. at the oar wash tunnel, exit; d. An eight -foot -tall (8'-10") sicreen well surrounding the e,a�st olutdoorvacuum pump; end e. The vacuum pump Located on north sidle of vacuum building shall be fully enclosed and shall be equipped with an exhaust stack above the rololf. B. Silencers/mufflers shall be placed on leaLch of the vacuums. C. All, exterior lighting shall be limited to white (tight only. D. Lighting shall not be permitted on the arched vacuum equipment. If any changes, are requested, please make the changes as noted above any! su�brniit a point- by-poii nt re s pion letter a ncl pdf files of the d rawings. Plea se u p to a d revi si o ns into the portal. Feel free to contact Ann Choi at (847) 818-53 14/ a c ho i @1 rnio u ntp ro s p ect. ol rg if you have a iny questions. ic: File Sincerely, Ann Choi Development Ptann�er Village of Mount Prospect, C:\Users\achoi\Desktop\PZ-13-26 1 E Rand Rd (CU - Car Wash).docx 14 Check if Same as Applicant Name: Patrick J.W. & Lee Sen Chiang Corporation: Family Trust Address: 23 Monaco City, State, ZIP Code: Newport Beach, CA 92660 Phone: Email: In consideration of the information contained in this petition as well as all supporting documentation, it is requested that approval be given to this request. The applicant is the owner or authorized representative of the owner of the property. The petitioner and the owner of the property grant employees of the Village of Mount Prospect and their agent's permission to enter on the property during reasonable hours for visual inspection of the subject property. hereby affirm that all information provided herein and in all materials submitted in association with this application are true and accurate to the best of my knowledge. Applicant: [ZoningPermit:::9724:::79799 WIDTH=OPX HEIGHT=OPX] Date: (Print or Type Name) Vincenzo Finazzo If applicant is not property owner: hereby designate the applicant to act as my agent for the purpose of seeking the zoning request(s) described in this application and the associated supporting material. Property Owner: (Print or Type Name) Date: ViLtage of Mount Prospect Community DevieLopment Department 50 Sl. Emerson Street Mount Prospect, 11,11n,ois 610056 P COUNTY OF STATE OF ILW4&iS hs� u nde r o at h , state that I a m (print namei), the sote owner of the p,roperty an owner of theproperty an auth�arjzed off [cer for the awl of the property 1 E. Rand Road,,, Mount Prospect, IL, 60056 commonly described a p e rity ad d reSs a n d P I N') Parcel D.- 03-34-250011111.001-0000 < and that such property is, owned by', this, diate:. (Print name) wllpVlre elf M, 4 g10 , N olta ry Pu b1i c . . ................... . .. . . . . MiAll R I E TH puwic, State of N (.),2-26-2029 �%1, "IN117 Nlwtaily 11D 1,347805,11',4,4, . . . . ....... ",", 71 Sign,, ure V Mage of Mount Prosplect i St Go m m u �n i ty D eve Lo p m e n it, D e pa rit m le rtit 50 S,. Emerson Street Mount Prospect, 111in,oJS 60056, Phone: (847) 818-5328 'hecklif Same, as, AppLicant 0 (11, on, "", ) 11 Name: (",?, ) - A I Corpora,flion'lli, ,)C. Lo o Address,1111 ev') -:01 ..................... . . .. . . ..... l ..... — .. . . ... ........ .. .. ... . . ..... .... . . ....... . Z-`-11[ty, State,, Z11P Codeh: all I herebly affir'm tha,t attinfor maltilloin pro Weld herein and in aU materials subimitted a vi With this aPplicatlown aI,retrue and, accuratv to, the besl of my knowtedgesi lip Appli"cantisli Dialt"eVO-04/07/2026 (SignatUxe) Samantha, Blurgner (P r i n't o r Ty p e Ni a ml e) I hereby de�§*gnate the applica,nit, to act as, my agent for the purpose, of seeking th,le zon'ing requ described'in this appUcat' 'the asaoic' ated support' teriati. I ion and i ing me ..... . ..... P ro, p e rty Own,, e r* IS D a t le 04/0 7/2,02 6, (Signature) ww I (P rl'�� nt or Ty p e N, am e!i) ALTA COMMITMENT FOR TITLE INSURANCE issued by: I . . . .... ... '1`0, TIT'' I E 1 r m 0M I (,JR r.CE� mNY NOTICE Commitment Number: CCH12502356LI IMPORTANT - READ CAREFULLY: THIS COMMITMENT IS AN OFFER TO ISSUE ONE OR MORE TITLE INSURANCE POLICIES. ALL CLAIMS OR REMEDIES SOUGHT AGAINST THE COMPANY INVOLVING THE CONTENT OF THIS COMMITMENT OR THE POLICY MUST BE BASED SOLELY IN CONTRACT. THIS COMMITMENT IS NOT AN ABSTRACT OF TITLE, REPORT OF THE CONDITION OF TITLE, LEGAL OPINION, OPINION OF TITLE, OR OTHER REPRESENTATION OF THE STATUS OF TITLE. THE PROCEDURES USED BY THE COMPANY TO DETERMINE INSURABILITY OF THE TITLE, INCLUDING ANY SEARCH AND EXAMINATION, ARE PROPRIETARY TO THE COMPANY, WERE PERFORMED SOLELY FOR THE BENEFIT OF THE COMPANY, AND CREATE NO EXTRACONTRACTUAL LIABILITY TO ANY PERSON, INCLUDING A PROPOSED INSURED. THE COMPANY'S OBLIGATION UNDER THIS COMMITMENT IS TO ISSUE A POLICY TO A PROPOSED INSURED IDENTIFIED IN SCHEDULE A IN ACCORDANCE WITH THE TERMS AND PROVISIONS OF THIS COMMITMENT. THE COMPANY HAS NO LIABILITY OR OBLIGATION INVOLVING THE CONTENT OF THIS COMMITMENT TO ANY OTHER PERSON. COMMITMENT TO ISSUE POLICY Subject to the Notice; Schedule B, Part I -Requirements; Schedule B, Part II -Exceptions; and the Commitment Conditions, Chicago Title Insurance Company, a Florida corporation (the "Company"), commits to issue the Policy according to the terms and provisions of this Commitment. This Commitment is effective as of the Commitment Date shown in Schedule A for each Policy described in Schedule A, only when the Company has entered in Schedule A both the specified dollar amount as the Proposed Amount of Insurance and the name of the Proposed Insured. If all of the Schedule B, Part I -Requirements have not been met within one hundred eighty (180) days after the Commitment Date, this Commitment terminates and the Company's liability and obligation end. Countersigned By: Michael J. Nolan Authorized Officer or Agent Chicago Title Insurance Company By: Attest: Michael J. Nolan, President Marjorie Nemzura, Secretary This page is only a part of a 2021 ALTA® Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy, the Commitment Conditions; Schedule A; Schedule 8, Part I -Requirements; Schedule 8, Part II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. ■ Copyright American Land Title Association. All rights reserved. Xk(fRI The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association.° ALTA Commitment for Title Insurance (07/01/2021) Printed: 05.21.25 @ 06:32 PM Page 1 IL-CT-FA83-02100.231400-SPS-1-25-CCHI2502356LI CHICAGO TITLE INSURANCE COMPANY COMMITMENT NO. CCH12502356LI Transaction Identification Data, for which the Company assumes no liability as set forth in Commitment Condition 5.e.: ORIGINATING OFFICE: FOR SETTLEMENT INQUIRIES, CONTACT: Chicago Title Insurance Company 35 W Wacker Drive, 10th Floor Chicago, IL 60601 Main Phone: (312)223-4627 Email: chicagocommercial@ctt.com Order Number: CCH12502356LI Property Ref.: NBU#251623-NCS/CVS#2799 SCHEDULE A 1. Commitment Date: May 14, 2025 2. Policy to be issued: (a) ALTA Owner's Policy 2021 Proposed Insured: Core Ventures, LLC Proposed Amount of Insurance: $3,6007000.00 The estate or interest to be insured: Fee Simple (b) ALTA Loan Policy 2021 Proposed Insured: Lender with a contractual obligation under a loan agreement with the Proposed Insured for an Owner's Policy Proposed Amount of Insurance: $107000.00 The estate or interest to be insured: Fee Simple 3. The estate or interest in the Land at the Commitment Date is: Fee Simple 4. The Title is, at the Commitment Date, vested in: SCP 2002A-11 LLC, a Delaware limited liability company, successor by merger with CVS 2799 Mt. Prospect, L.L.C., an Illinois limited liability company 5. The Land is described as follows: SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF END OF SCHEDULE A This page is only a part of a 2021 ALTA® Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy, the Commitment Conditions; Schedule A; Schedule 8, Part I -Requirements; Schedule 8, Part II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. ■ Copyright American Land Title Association. All rights reserved. XhtfRI The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association."° ALTA Commitment for Title Insurance (07/01/2021) Printed: 05.21.25 @ 06:32 PM Page 2 IL-CT-FA83-02100.231400-SPS-1-25-CCH12502356L1 EXHIBIT "A" Legal Description The North 361.6 feet of that part of the Northwest Quarter of the Northeast Quarter of Section 34, Township 42 North, Range 11, East of the Third Principal Meridian, lying West of center line of Rand Road, in Cook County, Illinois. This page is only a part of a 2021 ALTA@ Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy, the Commitment Conditions; Schedule A; Schedule 8, Part I -Requirements; Schedule 8, Part II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. ■ Copyright American Land Title Association. All rights reserved. XV(fRI The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association."° ALTA Commitment for Title Insurance (07/01/2021) Printed: 05.21.25 @ 06:32 PM Page 3 IL-CT-FA83-02100.231400-SPS-1-25-CCH12502356L1 CHICAGO TITLE INSURANCE COMPANY COMMITMENT NO. CCH12502356LI Name and Address of Title Insurance Company: Chicago Title Insurance Company 35 W Wacker Drive, 10th Floor Chicago, IL 60601 SCHEDULE B, PART I - Requirements All of the following Requirements must be met: 1. The Proposed Insured must notify the Company in writing of the name of any party not referred to in this Commitment who will obtain an interest in the Land or who will make a loan on the Land. The Company may then make additional Requirements or Exceptions. 2. Pay the agreed amount for the estate or interest to be insured. 3. Pay the premiums, fees, and charges for the Policy to the Company. 4. Documents satisfactory to the Company that convey the Title or create the Mortgage to be insured, or both, must be properly authorized, executed, delivered, and recorded in the Public Records. 5. Notice: Please be aware that due to the conflict between federal and state laws concerning the cultivation, distribution, manufacture or sale of marijuana, the Company is not able to close or insure any transaction involving Land that is associated with these activities. 6. Be advised that the "good funds" of the title insurance act (215 ILCS 155/26) became effective 1-1-2010. This act places limitations upon the settlement agent's ability to accept certain types of deposits into escrow. Please contact your local Chicago Title office regarding the application of this new law to your transaction. 7. Effective June 1, 2009, pursuant to Public Act 95-988, satisfactory evidence of identification must be presented for the notarization of any and all documents notarized by an Illinois notary public. Satisfactory identification documents are documents that are valid at the time of the notarial act; are issued by a state or federal government agency; bear the photographic image of the individual's face; and bear the individual's signature. 8. The Proposed Policy Amount(s) must be increased to the full value of the estate or interest being insured, and any additional premium must be paid at that time. An Owner's Policy should reflect the purchase price or full value of the Land. A Loan Policy should reflect the loan amount or value of the property as collateral. Proposed Policy Amount(s) will be revised and premiums charged consistent therewith when the final amounts are approved. END OF SCHEDULE B, PART I This page is only a part of a 2021 ALTA@ Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy, the Commitment Conditions; Schedule A; Schedule 8, Part I -Requirements; Schedule 8, Part II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. ■ Copyright American Land Title Association. All rights reserved. XV(fRI The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association."° ALTA Commitment for Title Insurance (07/01/2021) Printed: 05.21.25 @ 06:32 PM Page 4 IL-CT-FA83-02100.231400-SPS-1-25-CCH12502356L1 CHICAGO TITLE INSURANCE COMPANY COMMITMENT NO. CCH12502356LI Name and Address of Title Insurance Company: Chicago Title Insurance Company 35 W Wacker Drive, 10th Floor Chicago, IL 60601 SCHEDULE B, PART II - Exceptions Some historical land records contain Discriminatory Covenants that are illegal and unenforceable by law. This Commitment and the Policy treat any Discriminatory Covenant in a document referenced in Schedule B as if each Discriminatory Covenant is redacted, repudiated, removed, and not republished or recirculated. Only the remaining provisions of the document will be excepted from coverage. The Policy will not insure against loss or damage resulting from the terms and conditions of any lease or easement identified in Schedule A, and will include the following Exceptions unless cleared to the satisfaction of the Company: General Exceptions 1. Rights or claims of parties in possession not shown by Public Records. 2. Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the title that would be disclosed by an accurate and complete land survey of the Land. 3. Easements, or claims of easements, not shown by the Public Records. 4. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the Public Records. 5. Taxes or special assessments which are not shown as existing liens by the Public Records. 6. We should be furnished a properly executed ALTA statement and, unless the land insured is a condominium unit, a survey if available. Matters disclosed by the above documentation will be shown specifically 7. Any defect, lien, encumbrance, adverse claim, or other matter that appears for the first time in the Public Records or is created, attaches, or is disclosed between the Commitment Date and the date on which all of the Schedule B, Part I Requirements are met. 8. Note for additional information: the County Recorder requires that any documents presented for recording contain the following information: A. The name and address of the party who prepared the document; B. The name and address of the party to whom the document should be mailed after recording; C. All permanent real estate tax index numbers of any property legally described in the document; D. The address of any property legally described in the document; E. All deeds should contain the address of the grantee and should also note the name and address of the party to whom the tax bills should be sent. F. Any deeds conveying unsubdivided land, or, portions of subdivided and, may need to be accompanied by a properly executed "plat act affidavit." In addition, please note that the certain municipalities located in the County have enacted transfer tax ordinances. To record a conveyance of land located in these municipalities, the requirements of the transfer tax ordinances must be met. A conveyance of property in these cities may need to have the appropriate transfer tax stamps This page is only a part of a 2021 ALTA® Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy, the Commitment Conditions; Schedule A; Schedule 8, Part I -Requirements; Schedule 8, Part II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. ■ Copyright American Land Title Association. All rights reserved. XV(fRI The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association."° ALTA Commitment for Title Insurance (07/01/2021) Printed: 05.21.25 @ 06:32 PM Page 5 IL-CT-FA83-02100.231400-SPS-1-25-CCH12502356L1 CHICAGO TITLE INSURANCE COMPANY COMMITMENT NO. CCH12502356LI a SCHEDULE B, PART II - Exceptions (continued) affixed before it can be recorded. This exception will not appear on the policy when issued. 1. Taxes for the year(s) 2024 and 2025 2025 taxes are not yet due or payable. 1 A. Note: 2024 first installment was due March 4, 2025 Note: 2024 final installment not yet due or payable Perm tax# PCI Year 1 st I nst Stat 03-34-200-001-0000 1 of 1 2024 $987200.89 Paid 10. The following described portion of the Land apparently is not assessed for general real estate taxes for the year(s) 2024 and prior. This commitment/policy is subject to said taxes. Those portions of the Land falling within Rand Road, Kensington Road and Main Street. 11. Note: The land lies within a county which is subject to the Predatory Lending Database Act (765 ILCS 77/70 et seq. as amended). A Certificate of Compliance with the act or a Certificate of Exemption therefrom must be obtained at time of closing in order for the Company to record any insured mortgage. If the closing is not conducted by the company, a certificate of compliance or a certificate of exemption must be attached to any mortgage to be recorded. Note: for Cook, Kane, Will and Peoria counties, the act applies to mortgages recorded on or after July 1, 2010. 12. Mortgage, Security Agreement and Assignment of Leases and Rents dated October 9, 2002 as document no. 0021195422 made by SCP 2002A-11 LLC, a Delaware limited liability company to Wells Fargo Bank Northwest, National Association, as Trustee, to secure an indebtedness in the amount of $7,536,425.58. 13. Assignment of Leases and Rents recorded October 30, 2002 as document no. 0021195423 made by SCP 2002A-11 LLC, a Delaware limited liability company to Wells Fargo Bank Northwest, National Association, as Trustee. 14. Existing unrecorded leases and all rights thereunder of the lessees and of any person or party claiming by, through or under the lessees. 15. The Company should be furnished a statement that there is no property manager employed to manage the Land, or, in the alternative, a final lien waiver from any such property manager. 16. Municipal Real Estate Transfer Tax Stamps (or proof of exemption) must accompany any conveyance and certain other transfers or property located in the Village of Mount Prospect. Please contact said municipality prior to closing for its specific requirements, which may include the payment of fees, an inspection or other approvals. This page is only a part of a 2021 ALTA@ Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy, the Commitment Conditions; Schedule A; Schedule 8, Part I -Requirements; Schedule 8, Part II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. ■ Copyright American Land Title Association. All rights reserved. XhtfRI The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. n ALTA Commitment for Title Insurance (07/01/2021) Printed: 05.21.25 @ 06:32 PM Page 6 IL-CT-FA83-02100.231400-SPS-1-25-CCH12502356L1 CHICAGO TITLE INSURANCE COMPANY COMMITMENT NO. CCH12502356LI SCHEDULE B, PART II - Exceptions (continued) 17. The Land described in Schedule A either is unsubdivided property or constitutes part of a subdivided lot. As a result, a Plat Act Affidavit should accompany any conveyance to be recorded. In the alternative, compliance should be had with the provisions of the Plat Act (765 ILCS 205/1 et seq.) 18. The Company will require the following documents for review prior to the issuance of any title insurance predicated upon a conveyance or encumbrance from the entity named below. Limited Liability Company: SCP 2002A-11 LLC, a Delaware limited liability company, successor by merger with CVS 2799 Mt. Prospect, L.L.C., an Illinois limited liability company. a. A copy of its operating agreement, if any, and any and all amendments, supplements and/or modifications thereto, certified by the appropriate manager or member. b. If a domestic Limited Liability Company, a copy of its Articles of Organization and all amendments thereto with the appropriate filing stamps. c. If the Limited Liability Company is member -managed a full and complete current list of members certified by the appropriate manager or member. d. A current dated certificate of good standing from the proper governmental authority of the state in which the entity was created. e. If less than all members, or managers, as appropriate, will be executing the closing documents, furnish evidence of the authority of those signing. The Company reserves the right to add additional items or make further requirements after review of the requested documentation. 19. The Company will require the following documents for review prior to the issuance of any title insurance predicated upon a conveyance or encumbrance from the entity named below. Limited Liability Company: Core Ventures, LLC, an Illinois limited liability company. a. A copy of its operating agreement, if any, and any and all amendments, supplements and/or modifications thereto, certified by the appropriate manager or member. b. If a domestic Limited Liability Company, a copy of its Articles of Organization and all amendments thereto with the appropriate filing stamps. c. If the Limited Liability Company is member -managed a full and complete current list of members certified by the appropriate manager or member. d. A current dated certificate of good standing from the proper governmental authority of the state in which the entity was created. e. If less than all members, or managers, as appropriate, will be executing the closing documents, furnish evidence of the authority of those signing. This page is only a part of a 2021 ALTA@ Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy, the Commitment Conditions; Schedule A; Schedule 8, Part I -Requirements; Schedule 8, Part II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. ■ Copyright American Land Title Association. All rights reserved. XhtfRI The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. n ALTA Commitment for Title Insurance (07/01/2021) Printed: 05.21.25 @ 06:32 PM Page 7 IL-CT-FA83-02100.231400-SPS-1-25-CCH12502356L1 CHICAGO TITLE INSURANCE COMPANY COMMITMENT NO. CCH12502356LI SCHEDULE B, PART II - Exceptions (continued) The Company reserves the right to add additional items or make further requirements after review of the requested documentation. Affects the proposed buyer herein. 20. Lease made by SCP 2002A-11 LLC, a Delaware limited liability company to MT. Prospect CVS, L.L.C., an Illinois limited liability company dated October 9, 2002, a Memorandum of Amended and Restate Lease was recorded October 30, 2002 as document no. 0021195424, demising the Land for a term of years beginning March 20, 2002 and ending January 31, 2028, and all rights thereunder of, and all acts done or suffered thereunder by, said Lessee or by any party claiming by, through, or under said Lessee. Tenant has options for up to 10 extension periods of 5 years each, as provided in the Lease. Note: Lease contains a right of first refusal during any extension period, as provided in the Lease. As affected by the Non -Disturbance and Attornment Agreement recorded October 30, 2002 as document no. 0021195425. 21. Rights of the public, the State of Illinois and the municipality in and to that part of the Land, taken and used for road purposes. Rights of the public and quasi -public utilities, if any, in said Streetsfor maintenance therein of poles, conduits, sewers and other facilities. Affects the West portion of the Land falling within Main Street, the Northerly portion falling within Kensington Road and the Northeasterly portion of the Land falling within Rand Road. 22. Dedication for public highway by William M. Pohlman, et al, as shown on the Plat of Dedication for public highway in Section 34, Township 42 North, Range 11, East of the Third Principal Meridian, recorded November 7, 1922 as document no. 7671364. Affects that part of the Land beginning at the Northwest corner of the land, thence East on the North line of Section 34 aforesaid 73 feet; thence South 30 feet to the South line of Foundry Road; thence Southwesterly on a curved line radius 20 feet convex to the Northwest, 31.37 feet; thence South to the South line of the Land; thence West on said South line of the Land, thence North to the point of beginning. 23. Easement in favor of the Village of Mount Prospect, and its successors and assigns, to (a) install and maintain landscaping and (b) install and maintain grantee's entrance way signage for non -advertising and non -directional purposes, and the provisions relating thereto, contained in the Grant recorded as document no. 00586805. Affecting that portion of the Land described as follows: Commencing at the Northwest corner of the Northeast 1/4 of said Section 34, thence South 00 degrees 00 minutes 02 seconds East, along the West line of the Northeast 1/4 of said Section 34, a distance of 50.00 feet; thence North 89 degrees 59 minutes 27 seconds East, 53.00 feet to the point of beginning, thence North 89 degrees 59 minutes 27 seconds East, 129.59 feet; thence South 00 degrees 00 minutes 31 seconds East, 12.00 feet; thence South 89 degrees 59 minutes 27 seconds West, 129.59 This page is only a part of a 2021 ALTA@ Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy, the Commitment Conditions; Schedule A; Schedule 8, Part I -Requirements; Schedule 8, Part II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. ■ Copyright American Land Title Association. All rights reserved. XhtfRI The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. n ALTA Commitment for Title Insurance (07/01/2021) Printed: 05.21.25 @ 06:32 PM Page 8 IL-CT-FA83-02100.231400-SPS-1-25-CCH12502356L1 CHICAGO TITLE INSURANCE COMPANY COMMITMENT NO. CCH12502356LI SCHEDULE B, PART II - Exceptions (continued) feet; thence North 00 degrees 00 minutes 02 seconds West, 12.00 feet to the point of beginning. 24. Ordinance No. 5102 granting a conditional use and variations for property commonly known as 1 East Rand Road, a copy of which was recorded September 11, 2000 as document no. 00700463. 25. Terms, conditions and limitations contained in the No Further Remediation Letter issued by the Illinois Environmental Protection Agency and recorded June 16, 2005 as document no. 0516718027. 26. All endorsement requests should be made prior to closing to allow ample time for the company to examine required documentation. This note will be waived for policy. END OF SCHEDULE B, PART II This page is only a part of a 2021 ALTA@ Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy, the Commitment Conditions; Schedule A; Schedule 8, Part I -Requirements; Schedule 8, Part II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. ■ Copyright American Land Title Association. All rights reserved. XV(fRI The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. n ALTA Commitment for Title Insurance (07/01/2021) Printed: 05.21.25 @ 06:32 PM Page 9 IL-CT-FA83-02100.231400-SPS-1-25-CCH12502356L1 CHICAGO TITLE INSURANCE COMPANY COMMITMENT NO. CCH12502356LI COMMITMENT CONDITIONS 1. DEFINITIONS a. "Discriminatory Covenant": Any covenant, condition, restriction, or limitation that is unenforceable under applicable law because it illegally discriminates against a class of individuals based on personal characteristics such as race, color, religion, sex, sexual orientation, gender identity, familial status, disability, national origin, or other legally protected class. b. "Knowledge" or "Known": Actual knowledge or actual notice, but not constructive notice imparted by the Public Records. c. "Land": The land described in Item 5 of Schedule A and improvements located on that land that by State law constitute real property. The term "Land" does not include any property beyond that described in Schedule A, nor any right, title, interest, estate, or easement in any abutting street, road, avenue, alley, lane, right-of-way, body of water, or waterway, but does not modify or limit the extent that a right of access to and from the Land is to be insured by the Policy. d. "Mortgage": A mortgage, deed of trust, trust deed, security deed, or other real property security instrument, including one evidenced by electronic means authorized by law. e. "Policy": Each contract of title insurance, in a form adopted by the American Land Title Association, issued or to be issued by the Company pursuant to this Commitment. f. "Proposed Amount of Insurance": Each dollar amount specified in Schedule A as the Proposed Amount of Insurance of each Policy to be issued pursuant to this Commitment. g. "Proposed Insured": Each person identified in Schedule A as the Proposed Insured of each Policy to be issued pursuant to this Commitment. h. "Public Records": The recording or filing system established under State statutes in effect at the Commitment Date under which a document must be recorded or filed to impart constructive notice of matters relating to the Title to a purchaser for value without Knowledge. The term "Public Records" does not include any other recording or filing system, including any pertaining to environmental remediation or protection, planning, permitting, zoning, licensing, building, health, public safety, or national security matters. i. "State": The state or commonwealth of the United States within whose exterior boundaries the Land is located. The term "State" also includes the District of Columbia, the Commonwealth of Puerto Rico, the U.S. Virgin Islands, and Guam. j. "Title": The estate or interest in the Land identified in Item 3 of Schedule A. 2. If all of the Schedule B, Part I -Requirements have not been met within the time period specified in the Commitment to Issue Policy, this Commitment terminates and the Company's liability and obligation end. 3. The Company's liability and obligation is limited by and this Commitment is not valid without: a. the Notice; b. the Commitment to Issue Policy; c. the Commitment Conditions; d. Schedule A; e. Schedule B, Part I -Requirements f. Schedule B, Part II -Exceptions; and g. a counter -signature by the Company or its issuing agent that may be in electronic form. 4. COMPANY'S RIGHT TO AMEND The Company may amend this Commitment at any time. If the Company amends this Commitment to add a defect, lien, encumbrance, adverse claim, or other matter recorded in the Public Records prior to the Commitment Date, any liability of the Company is limited by Commitment Condition 5. The Company is not liable for any other amendment to this Commitment. 5. LIMITATIONS OF LIABILITY a. The Company's liability under Commitment Condition 4 is limited to the Proposed Insured's actual expense incurred in the interval between the Company's delivery to the Proposed Insured of the Commitment and the delivery of the amended Commitment, resulting from the Proposed Insured's good faith reliance to: i. comply with the Schedule B, Part I -Requirements; ii. eliminate, with the Company's written consent, any Schedule B, Part II -Exceptions; or iii. acquire the Title or create the Mortgage covered by this Commitment. b. The Company is not liable under Commitment Condition 5.a. if the Proposed Insured requested the amendment or had Knowledge of the matter and did not notify the Company about it in writing. c. The Company is only liable under Commitment Condition 4 if the Proposed Insured would not have incurred the expense had the Commitment included the added matter when the Commitment was first delivered to the Proposed Insured. d. The Company's liability does not exceed the lesser of the Proposed Insured's actual expense incurred in good faith and described in Commitment Condition 5.a. or the Proposed Amount of Insurance. e. The Company is not liable for the content of the Transaction Identification Data, if any. This page is only a part of a 2021 ALTA@ Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy, the Commitment Conditions; Schedule A; Schedule 8, Part I -Requirements; Schedule 8, Part II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. ■ Copyright American Land Title Association. All rights reserved. XhtfRI The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association.,° ALTA Commitment for Title Insurance (07/01/2021) Printed: 05.21.25 @ 06:32 PM Page 10 IL-CT-FA83-02100.231400-SPS-1-25-CCH12502356LI CHICAGO TITLE INSURANCE COMPANY COMMITMENT NO. CCH12502356LI (continued) f. The Company is not obligated to issue the Policy referred to in this Commitment unless all of the Schedule B, Part I -Requirements have been met to the satisfaction of the Company. g. The Company's liability is further limited by the terms and provisions of the Policy to be issued to the Proposed Insured. 6. LIABILITY OF THE COMPANY MUST BE BASED ON THIS COMMITMENT; CHOICE OF LAW AND CHOICE OF FORUM a. Only a Proposed Insured identified in Schedule A, and no other person, may make a claim under this Commitment. b. Any claim must be based in contract under the State law of the State where the Land is located and is restricted to the terms and provisions of this Commitment. Any litigation or other proceeding brought by the Proposed Insured against the Company must be filed only in a State or federal court having jurisdiction. c. This Commitment, as last revised, is the exclusive and entire agreement between the parties with respect to the subject matter of this Commitment and supersedes all prior commitment negotiations, representations, and proposals of any kind, whether written or oral, express or implied, relating to the subject matter of this Commitment. d. The deletion or modification of any Schedule B, Part II -Exception does not constitute an agreement or obligation to provide coverage beyond the terms and provisions of this Commitment or the Policy. e. Any amendment or endorsement to this Commitment must be in writing and authenticated by a person authorized by the Company. f. When the Policy is issued, all liability and obligation under this Commitment will end and the Company's only liability will be under the Policy. 7. IF THIS COMMITMENT IS ISSUED BY AN ISSUING AGENT The issuing agent is the Company's agent only for the limited purpose of issuing title insurance commitments and policies. The issuing agent is not the Company's agent for closing, settlement, escrow, or any other purpose. 8. PRO -FORMA POLICY The Company may provide, at the request of a Proposed Insured, a pro -forma policy illustrating the coverage that the Company may provide. A pro -forma policy neither reflects the status of Title at the time that the pro -forma policy is delivered to a Proposed Insured, nor is it a commitment to insure. 9. CLAIMS PROCEDURES This Commitment incorporates by reference all Conditions for making a claim in the Policy to be issued to the Proposed Insured. Commitment Condition 9 does not modify the limitations of liability in Commitment Conditions 5 and 6. 10. CLASS ACTION ALL CLAIMS AND DISPUTES ARISING OUT OF OR RELATING TO THIS COMMITMENT, INCLUDING ANY SERVICE OR OTHER MATTER IN CONNECTION WITH ISSUING THIS COMMITMENT, ANY BREACH OF A COMMITMENT PROVISION, OR ANY OTHER CLAIM OR DISPUTE ARISING OUT OF OR RELATING TO THE TRANSACTION GIVING RISE TO THIS COMMITMENT, MUST BE BROUGHT IN AN INDIVIDUAL CAPACITY. NO PARTY MAY SERVE AS PLAINTIFF, CLASS MEMBER, OR PARTICIPANT IN ANY CLASS OR REPRESENTATIVE PROCEEDING. ANY POLICY ISSUED PURSUANT TO THIS COMMITMENT WILL CONTAIN A CLASS ACTION CONDITION. 11. ARBITRATION The Policy contains an arbitration clause. All arbitrable matters when the Proposed Amount of Insurance is Two Million And No/100 Dollars ($2,000,000.00) or less may be arbitrated at the election of either the Company or the Proposed Insured as the exclusive remedy of the parties. A Proposed Insured may review a copy of the arbitration rules at http://www.alta.org/arbitration. END OF CONDITIONS 1031 EXCHANGE SERVICES If your transaction involves a tax deferred exchange, we offer this service through our 1031 division, IPX1031. As the nation's largest 1031 company, IPX1031 offers guidance and expertise. Security for Exchange funds includes segregated bank accounts and a 100 million dollar Fidelity Bond. Fidelity National Title Group also provides a 50 million dollar Performance Guaranty for each Exchange. For additional information, or to set-up an Exchange, please call Scott Nathanson at (312)223-2178 or Anna Barsky at (312)223-2169. This page is only a part of a 2021 ALTA@ Commitment for Title Insurance issued by Chicago Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy, the Commitment Conditions; Schedule A; Schedule 8, Part I -Requirements; Schedule 8, Part II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. ■ Copyright American Land Title Association. All rights reserved. XhtfRI The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as ,6 of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. n ALTA Commitment for Title Insurance (07/01/2021) Printed: 05.21.25 @ 06:32 PM Page 11 IL-CT-FA83-02100.231400-SPS-1-25-CCH12502356L1 411111111111, I R Inquire before WI Wu�µ WIRE FRAUD ALERT This Notice is not intended to provide legal or professional advice. If you have any questions, please consult with a lawyer. All parties to a real estate transaction are targets for wire fraud and many have lost hundreds of thousands of dollars because they simply relied on the wire instructions received via email, without further verification. If funds are to be wired in conjunction with this real estate transaction, we strongly recommend verbal verification of wire instructions through a known, trusted phone number prior to sending funds. In addition, the following non-exclusive self-protection strategies are recommended to minimize exposure to possible wire fraud. • NEVER RELY on emails purporting to change wire instructions. Parties to a transaction rarely change wire instructions in the course of a transaction. • ALWAYS VERIFY wire instructions, specifically the ABA routing number and account number, by calling the party who sent the instructions to you. DO NOT use the phone number provided in the email containing the instructions, use phone numbers you have called before or can otherwise verify. Obtain the number of relevant parties to the transaction as soon as an escrow account is opened. DO NOT send an email to verify as the email address may be incorrect or the email may be intercepted by the fraudster. • USE COMPLEX EMAIL PASSWORDS that employ a combination of mixed case, numbers, and symbols. Make your passwords greater than eight (8) characters. Also, change your password often and do NOT reuse the same password for other online accounts. • USE MULTI -FACTOR AUTHENTICATION for email accounts. Your email provider or IT staff may have specific instructions on how to implement this feature. For more information on wire -fraud scams or to report an incident, please refer to the following links: Federal Bureau of Investigation: http://www. fbi.gov Wire Fraud Alert Original Effective Date: 5/11/2017 Current Version Date: 5/11/2017 Internet Crime Complaint Center: http://www.ic3. Page 12 CCH12502356LI - WIRE0016 (DSI Rev. 12/07/17) TM and © Fidelity National Financial, Inc. and/or an affiliate. All rights reserved FIDELITY NATIONAL FINANCIAL PRIVACY NOTICE Effective January 1, 2025 Fidelity National Financial, Inc. and its majority -owned subsidiary companies (collectively, "FNF," "our," or "we") respect and are committed to protecting your privacy. This Privacy Notice explains how we collect, use, and protect personal information, when and to whom we disclose such information, and the choices you have about the use and disclosure of that information. A limited number of FNF subsidiaries have their own privacy notices. If a subsidiary has its own privacy notice, the privacy notice will be available on the subsidiary's website and this Privacy Notice does not apply. Collection of Personal Information FNF may collect the following categories of Personal Information: • contact information (e.g., name, address, phone number, email address); • demographic information (e.g., date of birth, gender, marital status); • identity information (e.g., Social Security Number, driver's license, passport, or other government ID number); • financial account information (e.g., loan or bank account information); • biometric data (e.g., fingerprints, retina or iris scans, voiceprints, or other unique biological characteristics; and • other personal information necessary to provide products or services to you. We may collect Personal Information about you from: information we receive from you or your agent; information about your transactions with FNF, our affiliates, or others; and • information we receive from consumer reporting agencies and/or governmental entities, either directly from these entities or through others. Collection of Browsing Information FNF automatically collects the following types of Browsing Information when you access an FNF website, online service, or application (each an "FNF Website") from your Internet browser, computer, and/or device: • Internet Protocol (IP) address and operating system; • browser version, language, and type; • domain name system requests; and • browsing history on the FNF Website, such as date and time of your visit to the FNF Website and visits to the pages within the FNF Website. Like most websites, our servers automatically log each visitor to the FNF Website and may collect the Browsing Information described above. We use Browsing Information for system administration, troubleshooting, fraud investigation, and to improve our websites. Browsing Information generally does not reveal anything personal about you, though if you have created a user account for an FNF Website and are logged into that account, the FNF Website may be able to link certain browsing activity to your user account. Other Online Specifics Cookies. When you visit an FNF Website, a "cookie" may be sent to your computer. A cookie is a small piece of data that is sent to your Internet browser from a web server and stored on your computer's hard drive. Information gathered using cookies helps us improve your user experience. For example, a cookie can help the website load properly or can customize the display page based on your browser type and user preferences. You can choose whether or not to accept cookies by changing your Internet browser settings. Be aware that doing so may impair or limit some functionality of the FNF Website. Web Beacons. We use web beacons to determine when and how many times a page has been viewed. This information is used to improve our websites. Do Not Track. Currently our FNF Websites do not respond to "Do Not Track" features enabled through your browser. Links to Other Sites. FNF Websites may contain links to unaffiliated third -party websites. FNF is not responsible for the privacy practices or content of those websites. We recommend that you read the privacy policy of every website you visit. Privacy Statement Printed: 05.21.25 @ 06:32 PM by ILD0531.doc Page 13 IL-CT-FA83-02100.231400-CCH12502356L1 Use of Personal Information FNF uses Personal Information for these main purposes: • To provide products and services to you or in connection with a transaction involving you. • To improve our products and services. • To prevent and detect fraud; • To maintain the security of our systems, tools, accounts, and applications; • To verify and authenticate identities and credentials; • To communicate with you about our, our affiliates', and others' products and services, jointly or independently. • To provide reviews and testimonials about our services, with your consent. When Information Is Disclosed We may disclose your Personal Information and Browsing Information in the following circumstances: • to enable us to detect or prevent criminal activity, fraud, material misrepresentation, or nondisclosure; • to affiliated or nonaffiliated service providers who provide or perform services or functions on our behalf and who agree to use the information only to provide such services or functions; • to affiliated or nonaffiliated third parties with whom we perform joint marketing, pursuant to an agreement with them to jointly market financial products or services to you; • to law enforcement or authorities in connection with an investigation, or in response to a subpoena or court order; or • in the good -faith belief that such disclosure is necessary to comply with legal process or applicable laws, or to protect the rights, property, or safety of FNF, its customers, or the public. The law does not require your prior authorization and does not allow you to restrict the disclosures described above. Additionally, we may disclose your information to third parties for whom you have given us authorization or consent to make such disclosure. We do not otherwise share your Personal Information or Browsing Information with nonaffiliated third parties, except as required or permitted by law. We reserve the right to transfer your Personal Information, Browsing Information, and any other information, in connection with the sale or other disposition of all or part of the FNF business and/or assets, or in the event of bankruptcy, reorganization, insolvency, receivership, or an assignment for the benefit of creditors. By submitting Personal Information and/or Browsing Information to FNF, you expressly agree and consent to the use and/or transfer of the foregoing information in connection with any of the above described proceedings. Security of Your Information We maintain physical, electronic, and procedural safeguards to protect your Personal Information. Choices With Your Information Whether you submit Personal Information or Browsing Information to FNF is entirely up to you. If you decide not to submit Personal Information or Browsing Information, FNF may not be able to provide certain services or products to you. State -Specific Consumer Privacy Information: For additional information about your state -specific consumer privacy rights, to make a consumer privacy request, or to appeal a previous privacy request, please follow the link Privacy uest, or email privacy(ab-fnf.com or call (888) 714-2710. Certain state privacy laws require that FNF disclose the categories of third parties to which FNF may disclose the Personal Information and Browsing Information listed above. Those categories are: • FNF affiliates and subsidiaries; • Non-affiliated third parties, with your consent; • Business in connection with the sale or other disposition of all or part of the FNF business and/or assets; • Service providers; • Law endorsement or authorities in connection with an investigation, or in response to a subpoena or court order. Privacy Statement Printed: 05.21.25 @ 06:32 PM by ILD0531.doc Page 14 IL-CT-FA83-02100.231400-CCH12502356L1 For California Residents: We will not share your Personal Information or Browsing Information with nonaffiliated third parties, except as permitted by California law. For additional information about your California privacy rights, please visit the "California Privacy" link on our website (fnf.com/california-privacy) or call (888) 413-1748. For Nevada Residents: We are providing this notice pursuant to state law. You may be placed on our internal Do Not Call List by calling FNF Privacy at (888) 714-2710 or by contacting us via the information set forth at the end of this Privacy Notice. For further information concerning Nevada's telephone solicitation law, you may contact: Bureau of Consumer Protection, Office of the Nevada Attorney General, 555 E. Washington St., Suite 3900, Las Vegas, NV 89101; Phone number: (702) 486-3132; email: aginguiries(abag.state. nv.us. For Oregon Residents: We will not share your Personal Information or Browsing Information with nonaffiliated third parties for marketing purposes, except after you have been informed by us of such sharing and had an opportunity to indicate that you do not want a disclosure made for marketing purposes. For additional information about your Oregon consumer privacy rights, or to make a consumer privacy request, or appeal a previous privacy request, please email privacyCcD-fnf.com or call (888) 714-2710 FNF is the controller of the following businesses registered with the Secretary of State in Oregon: Chicago Title Company of Oregon, Fidelity National Title Company of Oregon, Lawyers Title of Oregon, LoanCare, Ticor, Title Company of Oregon, Western Title & Escrow Company, Chicago Title Company, Chicago Title Insurance Company, Commonwealth Land Title Insurance Company, Fidelity National Title Insurance Company, Liberty Title & Escrow, Novare National Settlement Service, Ticor Title Company of California, Exos Valuations, Fidelity & Guaranty Life, Insurance Agency, Fidelity National Home Warranty Company, Fidelity National Management Services, Fidelity Residential Solutions, FNF Insurance Services, FNTG National Record Centers, IPEX, Mission Servicing Residential, National Residential Nominee Services, National Safe Harbor Exchanges, National Title Insurance of New York, NationalLink Valuations, NexAce Corp., ServiceLink Auction, ServiceLink Management Company, ServiceLink Services, ServiceLink Title Company of Oregon, ServiceLink Valuation Solutions, Western Title & Escrow Company For Vermont Residents: We will not disclose information about your creditworthiness to our affiliates and will not disclose your personal information, financial information, credit report, or health information to nonaffiliated third parties to market to you, other than as permitted by Vermont law, unless you authorize us to make those disclosures. Information From Children The FNF Websites are not intended or designed to attract persons under the age of eighteen (18). We do not collect Personal Information from any person that we know to be under the age of thirteen (13) without permission from a parent or guardian. International Users FNF's headquarters is located within the United States. If you reside outside the United States and choose to provide Personal Information or Browsing Information to us, please note that we may transfer that information outside of your country of residence. By providing FNF with your Personal Information and/or Browsing Information, you consent to our collection, transfer, and use of such information in accordance with this Privacy Notice. FNF Website Services for Mortgage Loans Certain FNF companies provide services to mortgage loan servicers, including hosting websites that collect customer information on behalf of mortgage loan servicers (the "Service Websites"). The Service Websites may contain links to both this Privacy Notice and the mortgage loan servicer or lender's privacy notice. The sections of this Privacy Notice titled When Information is Disclosed, Choices with Your Information, and Accessing and Correcting Information do not apply to the Service Websites. The mortgage loan servicer or lender's privacy notice governs use, disclosure, and access to your Personal Information. FNF does not share Personal Information collected through the Service Websites, except as required or authorized by contract with the mortgage loan servicer or lender, or as required by law or in the good -faith belief that such disclosure is necessary: to comply with a legal process or applicable law, to enforce this Privacy Notice, or to protect the rights, property, or safety of FNF or the public. Privacy Statement Printed: 05.21.25 @ 06:32 PM by ILD0531.doc Page 15 IL-CT-FA83-02100.231400-CCH12502356L1 Your Consent To This Privacy Notice; Notice Changes By submitting Personal Information and/or Browsing Information to FNF, you consent to the collection and use of the information in accordance with this Privacy Notice. We may change this Privacy Notice at any time. The Privacy Notice's effective date will show the last date changes were made. If you provide information to us following any change of the Privacy Notice, that signifies your assent to and acceptance of the changes to the Privacy Notice. Accessing and Correcting Information; Contact Us If you have questions or would like to correct your Personal Information, visit FNF's Privacy Request website or contact us by phone at (888) 714-2710, by email at privacy@fnf.com, or by mail to: Fidelity National Financial, Inc. 601 Riverside Avenue, Jacksonville, Florida 32204 Attn: Chief Privacy Officer Privacy Statement Printed: 05.21.25 @ 06:32 PM by ILD0531.doc Page 16 IL-CT-FA83-02100.231400-CCH12502356L1 4/13/26, 8:37 AM Cook County Treasurer's Office - Chicago, Illinois T01-11' �L "Ir KING DISTRICT DEBT ATTRIBUTED % YOUR PROPERTY Note: The above amounts are illustrations of how much government debt could be attributed to your property based on its 2024 value. See Details Here OVERVIEW 1- Yfor NTS Property inde/ w ber 031-341-2001-001 1-0000 Property Location: 1 E RAND RD MOUNT PROSPECT, IL 60056-0000 Volume: 235 Incorrect Image? Click Here. Tax Year 2023 (billed in 2024) Total Amount Billed: $178,547.08 II TI GH11111,� A N 1JEW &I I[RCH Scroll dowin foir iirnoire firi-foirimation. Mailing Information: CVS PHARMACY 2799 01 ONE CVS DRIVE WOONSOCKET, RI 02895-0000 Update Your Information 11st INSTALLMENT -Tax Year 2023 Znd INSTALLMENT -Tax Year 2023 Original Billed Amount: $94)210.57 Original Billed Amount: $84,336.51 Due Date: 03/01/2024 Due Date: 08/01/2024 Tax: $0.00 Tax: $0.00 Interest: $0.00 Interest: $0.00 Current Amount Due: $0.00 Current Amount Due: $0.00 rotal AmounIII„ Tax Year 2024 (billed in 2025) rotal Almouint Billed: $1840935.11 https://www.cookcountytreasurer.com/yourpropertytaxoverviewresuIts.aspx 1/4 1 15��111111�1', I �1",4111, S'T A, L L E N'I' - 1 ­,,,,,,',��,�,, X Y a r 2 0,"14 Original Billed Amoufflm: $98,200.89, Due Date,,, 03/,04/2,025 Tax x $O.Go F n(l,"west., $O.Go Currey; Amount, Due: $0.00 Total Amount Due: Cook County TreaSUrers Offfice - Chicago, 1111inds 2,f-"i d tl N S L L E N-11" - 11, ax Year 2024 Or, Iginal B1111W AfTwuntli: $86734.22 Due Date,,., 12/15/21025 Tax-, $0.00 lWerest: $0.00 C ur mn t� A mount, D wip, $10-11,00 1 19 Tax Year 2,025 (billed Ilia 2,026r.28 1 at flr S TA L ii- E' fir,5 r � Y, 0 2 5 Original Bfllwl( Amount: $101 f71 4.2,81, Due Dat'e. 04/01/2026 $0.00 Tax II ,rest.- $0.00 Current, Amount, Due: $10-00 Total Amount Due& $0.00 Jwrn NTIO N �- Do ri ot do u b! e- pay t h i s, ta,X bi 11,, A I e n d e ir says; ft i nte n d,,r.,,, to pay t'. h e s eta x e s Contact your lencler toverif'y,, About" p ym, ents, Iy,,mv ems, am recorded ft date thley, a,,r, e recelved. Tfwy ap,,,pear on the site about three business days loto,'r. Open a PDF of your tax bill that can be printed and used' to pay" in person or by, ma Tax'Yer;ar20231 Second ln�statime�n,,tDueT,,,hmd�ayAugustl,,12024 Tax Year 2024 Second Irt allment Due, Mwiday, Dec, mm , 151,20 5, e bey 02, Tax Yea r 2 0,25 R r,st I nsta 14 ment Due, Wie4nes4ay, April 1 , 2026 ,Sitolp receiving your tax bill "by maill. �!/j iS 1g, n up flo r eB ill Ing to receiver futu re, ta X b H Is via erna i 1. Are There Any Overpayments on Your PIN? Ofur recolrds do not Indicate a reftind availab]e on the PIN you'have entererr hftps-/'Iw, ww- coo, k0tintytreasuirer-com/you rpropertyta�,overviiewiesuIt .. 2/4 Cook County TreasUrers Offfice - Chicago,, 1111inds 2024 2023 2022 2,021 Horn, eowner Exempt'lonw, NO NO NO NO Sen, io r C it iz en E xem pt io n w. NO NO NO, NO, Senior Freeze Exe m�ptionw, NO NO NO NO Retuming Veteran Exemption: NO NO NO NO Disabled Person Exemimption: NO NOI, NO, NO bled n fiont,, la Dis Vet Of a ExampI k NO NO NO NO Tax 'Year 2025 exemptionsgranted', by theAsz;,sessorwill be refltected on your Second Installiment tax bill,". A pp, ly f or a ITI i s s ing exemption Tax Year; 200S $143,599.44 Tax'Ye a r 2 0 2A $1841935.11 Diff'erenice:, 4- $4'1;1335.67 Pereent Change.& 1+ 28.79% See your-cornplete property tax history. 4ote: The, above, amounts are,, illustrations of how much gloverInment debt, could be attributed to you r propert y based on Is 20,24 va I u e. EsIlmatedl Total Total Debts and District, Pro;j wrty % of Taxing Yo,ur T ax1fV D Istricts Liabilities valvie Propene , Va, I ue, DIstrict, Debt, Debts and Liabilitles to Property hftps-/'Iw, ww- coo, k0tintytreasuirer-com/you rpropertytax,overviiewiesuI ts..aspx 3/4 4113/26' T 81.1,37 AM Northwest MiOsquito Abatement Wheeiing; Metro Water Reclamation Distof "Chic.aqo Mt Prospv,ct Park D[strict Harper,Ga,1111,Gommi Collieg,',e 512 (Pallatine) Townzhiiistrict 214 (ArIllingition Hts) Riveffraill,s Elliernientary S�D 26 (Mt Pros) Vilialge-af, Mount Prospect Town of Whie,elingi GookCiounity Forest Preserve D[strict Cou nity,of Coo III Cook.,Countyl Treasurers, Office - Chicago., Illinois $986, J'q I 111 7 $,99J462j,645,96 8 $ 21402,6 00, 0.00,24156% $24, $4,681,319,,0010, 1 $,615,52.5,3 76,003 $2,402,60,01 0.0"00''3903% $18 2 $ 3 68 61414'', 71 1,703 $7,,0,101,442 1Z $ 2,,402,61 0 "D 0.0,342''717% $12,, 6,34 $3 0,6,,3 04,3 8 8 $68,4 7 8,6 5,`7,,8 5,2 $2,402,600 0.00,350,85%, 1 1 $1011,"74"17 $ 9 %0 28,263 $34J,503,0611,344 $2,402,600, 01.00,69634% $6,8961 $3 7',,61 Ij 57 $ 2_..,0T5,,010'8,,8 2 6, $ 2,40,2,6 00, 01192152% $44,846 #" 99 $ 6,9 61,556,410, $ 2,402k 00 0.0,34,5124% $,96,"888 $281J,338 $ 2 O,J,5I 7 6J'6124,66, "7 $2,402,600, 0. 0, 116, 7 6, 4% $33 $5,48,552,253 $6,21111111117 0,611 3`16,173 J, $ 2,402fi, 001 01.00, 3832% $2,102 21,, 151,,`7 67, "74 8 $ 612 7.,,0,61, 3 "1 6,j 73 $ 2,402,,6100, 0.0,00,3832% $8,111 ,043 Dil"Istrili'let DebtAttnriibuted to Yot jx Pro peir"11..y." $273f1 4 18 6 To read "Trea s u r er P a pp a s" De bt Stud y a nd use the 'I interad''Ji've m a 13, c I i Ick here, Highlights of Y. =,Ta,kling Districts" Debt and Pension Nlmo records have been founid foryourTaxing Districts!' FlnaIncia! Stat'lie mien ts anId Disciasures reports,, 'View the financial reportsfiled by, 5_47 local axing Districts a cr,oss Coo k County, pu III ant to the Debt, Disclos ure Ord] n a nce a ut ho red' by Tre a su re r, M aria Pa p pa s. R e a d t h e Execu five S u m rn a rly, Read the Debit Report Cook COUnty Debt Map. Correlation Char,t Between Debit and Filgher I axes Search your p,rop,erty to find out what portion of local gover nmen't debt is attributed W YOUr prop,erty' Debt to Prop�erty'Valu e by M Unicipa lity I- Residential arid Gom niercial Debt and Di sclo,S Lire Data B, rowse all financial reYrts fi led by a specific local government BEGIN A IINEW SEARCH DISCLAIMM,The information on this s„crieien carves frorn, many sourioes, few of which are in the cantraill of the OOP ,COun't,,y'TreasLirler,"S� offil'CII 'Taxpayers, are advisedto take personal responsibility for -t heir PIN, property Ict:avon,, taxpayer address, and payment am—rounts, post.eld due or paiid,, -to, be sure,,of -their accuracy. httpsJAvw w,- coo,kcountytr;e!as,urier.,comly,oui,,rprope"x,o,verv-1esullts -wipix 4/4 Docusign Elnvelope:11D: B"lg�94��9FI,-7'340-41")3�8,-9A4A-�8�6"5�29E4,3�6��C��EE im AGREEMENT.OF PURCHASE AND SAUI THISAGRFEMENT OFPURCHASE ANDS5ALE (11"AgreeineMC)i is madIe as of the;01tay of January, 20,26, ( ' the 'n 'ity com,pany ("Seller"), and NATIONAI "Effectivile Diatel"),, by and between. ,CORE VIEN"JURI '4"S, 11,,L(% an Illinois In iteld liabill" EXPRESS WASH 11, LLC, a, Delaware limited liablillt)r company ("PuKichaser R E CYf A L SI i: A. Seller is the contract purchaser of certain property locatied ,at I E. Ranid'Roi Mount Prio�speiclt, Illinoiis,, 60,01-567 Morle 1 0 coi oriateld herl by refbrenice (the i ler's Pat-cel") particularly depicted and/(.v described on Exhi"bit A attached hiffeto, anid 'I plaris"tian't to that. cieftain Purichaseand Sate Agreement dallted as of May, 1 161, 2025, by and ble-tween Siellier, as purchaser, and, ��SCP 200A I I I t 1 44( 7urren't Fee Owne�e`),, as, seller (the "'Underlyi'lig cointrallef), LLC, a Dielaware limited 11a.bility comp,any g, B Sellier's Parcel, together with all of Seller's, right, titile artid in tierest in and, to all eInients, hereditarnents,, apIp u ritenances rnprove,ments now or h e rielafter bic�],() ng i n g to suc, h property an d a] 111' cc 1111sle's perm it s warranti es an d i ar,an ti es re CC to blelow als thle 111 11. ��S c I ler has agreedto sel I ��a,n d P'Llrehaser has agrelled, to pu,re ha ise the ,Property subject to and upoin the, terms and conlidifions ,of this Agreement. 'No W', "r-Hi.- F(I-1.1)"RE1, fb'r $1110,.0110 and othe'r goold and valviabire cons"I"knation, the reccipt and adequacy ofwhilich "'is hiereby �aIc know I edged, S,e I I lie r and Purc ha,s,er agree as, fa I I ows: Bas"i Prov" " i�n 1 1119110111sli, The foltow" it I are, cliettain prov'silions which, are part olf, and, "i certaiin instances, rvfbrred to, insubsequent provisitions oil"I'l thisAgreernient. ,,(a), Brokers: Mid-Amerl'ica RIeal Elstate Corporation,. (b) Deposit. itbeing expresisly understood that of t,he Depill shall, froini and aller -the EMcow Date, benion-reftindabile excepit in, the event ol, Selliet- de-fivult. I (0) Intientlionalty, Deleted., ii(d) Inspectiion Pleriod'.1 the Period, colli,imencing 011 flie 1"'.iffiectivile Date "and clonckidiqg at 11-59, Rini.., Nastern Standard r]-ij,"lle niniety 11(910) ,days thereafter,unless extilended in �acco,r'dan,ce with Silielictilloi�l,,,,1161,i(b�l'billeiolw, ii(e) Inte'n'tionally Deleted., ('10 1 Purchase NiCel�:� W Title Company,. Chlicago Title Insurance Company, 2441 Warrenville Road, SUIte 11,0101, Li'sle, IL 2 Aftentiolti: Betha"Inn Bock Pholne: (71108' ,a 41 - b ock. il q 11 Ph (63,10) 1871-3541,, e-mail: 61050131 j I ") 227-4221J, i i Eflie 11`7�bbel one, ebibert"N&I t.colin. �'2. Sia le and, Cillo rive, I I I yance. On and subject to, "the tills and conliditilions i this Agreernen( Sellieragrices to ��s,ell th,e Pro,, erty iiiii P to Purchaser and Purchaser agrees t,ol purchase the Property froirri Sellerfar the Purchase Price. 3. Diepoit. 'Within fivIe (5) busilin"i da,ys after the Effe�ctivie Date, PUrchaser sli,all delivier the 1.)lePlGSit t�o the ritic I I C in, a. n y. D I R, h 11 11 1 0 P The ep osit shall bledefiverield "to Siellerl. vi, pfiled tio "the urc ase Prill 110171TIfianded to Pumhaser, as provided be'k)w. r 1'C is expressly clonditioned upon.- (a), Purch"aser's I Q Pf'oplety 4, Conlid ItiosiS4 Purchaiiser's obligatiolt-i to )u, hase th r s,at "I's factio n in it's sole and i�absolute disicretion, wltliii ��the utilit , ies capialcifiles Z Soil bearing capacity, subsolil, wilettands, wiloodlands oning, and onvironmental lilition of the Propill and that the Property otherwise rinay bic usied and/or licased for Purichaser's intended use 4 ire(] pemits and lot Tlits hom the and/�or develo ime,nt and, PUrchaser o'btaining all zo,ning and site pilan appli-ovals anidliiclen�ses, requil 111 11 P I 4, F is loicateid and, any other,-applile-able governmental author"t es with ,on over the Propei-ty for m t:ln lien Pa I ity I-ty 1, 11 1, jurisdicti suell intended, use alnid/or devetiolpment of the Property,iii, it being expressly understood "that PILIrchaser shat], 'be deemield ti.ol have satis"filed, i,re t,hile ex 'rat'loin ofthe Inspection ,Period,-,, itself with reisipect t,�io such matters unliess, Purchaser termil"nates, this Agreement on arbefo P1 I ,,f (b Purchaser's satis-falict'Flon, in "]its siole and a,bsolt ite d1i'scrietion with the state of ti-fle tio the Prope-ay as describet], in, an(if within the I Secti'oti� 5 below; and (c) Seller becorning the (�c isliniplie owner of' the Property pursiluant, to, the Underlyiing tivaefi-anies i Forth i1q, ( I 1,ontract, (Collectively, t,he "Condi"tions"). 11083321,86.4 Docusign Erivetope ID"�:�B199,49Fl,-7,3�40-4D3,8-,,9A4A-,86'6�29�E43�6�CEE ,,5. Kly''Idence of Title. ,�(a) As evildence of title to the Property, Seller siliall, ,at Set ler'issole cost and expense,, fitimish to Ptlrchaserl within "I'litle ten ,(101), days aftil (he Eff�cfivlc Date ,a commitment for an AL,T,,A <1�iwner'isi pohicy of title irl rance issueld by th C orri pany (with I e1gi.b.1c cop ies (�xf at 1, u nder I y ing c�l olictimen ts n oted I ri the C orn m ltm ent (the "' U n die, rlyi n g111111i it-11111111le-111DOICUMen ts 'in an aniolunt ,not less than the Purchase Price bearing �a date later thlan the Efflective 'Date committing thile Title Compli to, irlsure Purchaser asithe fee simplie, ol,win(,-r of the.Property. Pur,Chaser may obtaln, at "Its solle clost and expletill-se, an updatlied s,url olfthe Plro,petty,, c(I)intaining such 4 1 6 119 �� I -f int"onnation and, `Nble A Itenis as, reqttire (tile Survey,"), "The legal description on the SuIrvey sh.a.11. bethe diesicIrl''ption �loi 1 11 the pro, erty used in the Deed (as heret'nafterdefirted). Purchaser shall have fifteen (15), �idays aftor the ditte on whicti Purch, s,lier has P i Survey nol later rieceiveld the last ��olf the Cominitment, the Undierlyii-ig Title Documents and the St ivoy (,,so long as Purcl aser obta� ni�s thic than thirty (30) days after the Effectivile Witile, Of thi's Agreement) within, which ��to notify Seller ofan,Y en"CUMbratices or exceptions, to W, , I I I -chasers O'b"ect o N -A[Ce I IF Purchaser does not firnely deliver Pui n which Purchaser objilects, (",Rurclia, Notice Purich-aser shall colliclusively be deemed to, havileacceptedal I encurnbrances and exiceptions ,set, Fol,ith in t:,hile (1.,1ornrnitrYil(�,1it and 'the StErve , y. I Sieller shall] notify Purchaser in writing ("Sellet-1s; Noti*ge�`) Within ten (l,10) ,days after reCICAVIL�ng pitirchaset's Objec6an Notice Setting . ............... i f a ny, Se I I er w i I I commil, to eliminatic or liendor'se 1 0 hesatilsffiction. of Purchaser 1 n i Forth Much matters objelicted "to, by Purchaser, ,I � lidi scrietion . Sied lier's failure to, itimely respionlid to Purchaserill's O�j ection Notice ,shal I be deenied an ellecti ,on bly Sel I ler not 'to Sole ;alld absolt tic oure thic matters objected to by' Ptirchasier, All e,x,ce, ot objelicte d (iol b�� Pu, ctialser are lilereinaftei rei rreld to as "Plermi"tted [)'t i o n s n Y r Excil Notwitlistanding, the fivegolingr, at or pirior toi Closing, Seller shall be obiligatiled to, &re�ase or satiliii all n1lort,gages, llol,In the I y or sa, i f� all other liens,j"ludgMents or monletary Property arising by,, throu h or underi Seller- play all definquentpro e,rty taxies and pa t'.s 9 P c 1. ai nis or encurn b ranice s, d ue to Sel ] er 11 �,s,,,alc"tsiloiriloiTiis"s"loinsreg�ialidill(ts�.sillo,'��r,wl�iett�iei,�Purchasei-lio"bje,ets,��t!lo,,,;,ame, 'if ��at anytimile, prior t(:) closiri& I emlitted I!,xiception and that was not disicloisied in the PLIrebaser beco�mes, aware of a title, defect or surviely mattei,14 that s not a P 1, qualify fbr a, o.jectio, nial Ciomtriltment ,or SUrviley, and,whilich would othe n b J, n , tice, Purchaser shall have the r'lightto object to thesarne at, -the slarne proceldLiries serforth, in th"'lis Section 5' a by i,de I i ve r i n g to IS e 11. er wr Itten, not lice of suchad d it io n at titl le defect ol survey m, terand icablie to s,uch aididifilonal itietris. shall ble appil", I (b) With,res'pliciat toany enic=lbr�an!ces or cxcielptions which PLIM"tase,r objects to in Purchaser"is Objelction 'Noticie and'WhIch Seller cliects (11or Is iried (ol have elected), in the timile periolid si,et forth "'in Sectilion 5(a), abill not to elirnin�atie or endiorse over 4 4 1 W t ln:!Seller's NotiocP PUlichaser shall elect, within fifteen (15) days, folliowing receipt of Seller's Notilice, to eithel" :�o waive Its objections 6 to and aelicept ��title subject tiosti encumbirancies oi, exce t-kins (in which case; such waivied enuumbrarices, and/or exceptions, shalI be 'P, deemed [,)erm.itted Exceptions); or i terminate this Agreement, wfiereupon, -the Diepositshall be p1romptlY retUrned toll Purch''a,ser, and tb is Agreement. shal I thereafter be of no, ffirther force or effect. I I "'Markled (11c), At Closing, Sellej, shall cause ��the "Title Company to,, hand mzark the Comm i U-nierit (the Cotniniltulient" I insuranc .1trin fill I as, an elff�ctive title' e " Poll icy ill "' g niarketable title in Purchasier,,as the fee simple lowner thereofin the without standard arnount of the Purchase Price as of the, date wid It"I'Me of (_,.Iosing, 11(thereby providing so -cal [led "Vap" coverage) i exceptlon's,,''IsuNect only to the and with any endom. ementsi rea�sonably reliqlPired 'by Purchaser whilich are available (it bein.9 itxPreSsl y understiolod, that thic avathabi 11,11 ofsuche'iii 1 Y dorsenients, shall not be a condidon precedent to Purchaser's, obligation to I i -for whilich the availa I bility thereoUshall "be a, condition close (,except, those endorsements Seller "uses tiol cure atitle �lor SUrviley obl' ti PreCeident to Purchaser's obligation to cllose)),,- prolvidied that al I e�ti(�lors,et'netlit�,s,r'l,eqt,,Ies,t'iled "by Purchaser, eXcepittliolisle endorsuixients Seller tises, to curic a title or survey objection, sh,�all 'ble at PlLlrchaser'ssole expense, 6, Inswetion Plet-I'lod, A, A 11(a,) (,.kher than with ,respect to PLIrichaser's sat stactioll, w"'th the Commitment and Surveyll which shall be governed by the timile frarnes, s,lie"t f6rth in, .1,3�'eiction 5 above., d1tring th�e Inspectioti Ple't-111old or Extended InSpectillu"ti Period ,(as dieffill 'below), 'lie case may "bile, PurchaSer and its agents, le"11-111 pill], (11,I)Yves Calllsultants, and con'tractors, (collectively, the "'Eurchaise't, Partles") shall have the ri"ght, and flicenise to enter-uplon the Property tO Malw, al. hysilical, inspectilion thereolf Purchaser shall provide Sellier P I �at -ty and the opiportunity to ith, at I �icaiist fiorty - e i ght (4 8) hou rs' adv arice n oti cc of any pil an ned or p,e n d i ng site investig 1 w 1 ons, atthe Propel ad )pelrty ,owned or be presil for �any sucti investigations., Purchaser agrees t,o repairany damage tol the Prople�rty anid/or any cont Pr( -n under contract t1() PL,Jrchase by Sielleri fbil at waS lcau,sed by PiurchealSer Pailies" in�spections or testing, o�,Fthe Property,, and to Wei ni"fy arid hold Selleri and, its affiliates., employlees, directiors, partners, members, "bile neflic.1" aries . investiong, sharehiolders, arild subsidjari 1 hia rm, less froni, a rily cl airn for I i abi I itIelis , costs,, ex ens,es (,h�lcl ud i ng, reasol-nabile attoir n eys, ' fee. s, (c oil liectively, the ",Seller Relateld Parties"") ., . 6, 4 ies, 11 1 ��a Ut of or resultin -n tho i nspection or testing the Property bly the PlUrchaser Part" actually iticurred'), &,� magies, or inj t'JI'llies, arising, o j g firor and riotwithstan d "'Ing anythling, to, the contraii-y in this ,Agreement, such obligations to repair, ii ndemnify and hol d barmliess, Seller and, the Siliclier Related Parties ��shall iisiurvive Closing or"any terii-iination ,of this Agreenient, Notwithstanding t'he roregoing., Purchaser shall not 11 1 ent be ivspoinsible for in,diernnifying Seller from the rri�ere diScol"Very of anypre-exiisting adv,erse conicil'ition ofthe, Property (eriviron,'M Ell m ot, I hierwise"), providied that such conlidition was not crea,"Clield (:)r ex,acierbated by the Pitiricliasier Part"."i lies, Flurctiaser agrilieles, 11(i), that prioll, to f insu'ratice evii1deric'ing entering the Properly tol conduct any inspectilion ,or investigatilion, Purchaser shall lide�liver tilo Seller a cert.lificate �01 I ig in i corn rehen'sivie, ge'ne'ral liability irisuraiicij�, ciiovier,a,f", nChliding contractual liability with a C11C)Mbined sir le, 1, 1 dt o qjury or prople ty dalmag�,. o��f pier o1clicurrenice anild excess unibreliz"i ciol"verage for, plersion,E11 i , 1 11 Docusigri Eavie IG: ��B"1994��9Fl�,-73�4O�-4D3�8�-,9�A4�A-��B�65�2,9E��4,3C)CEE, I shall provide coverakye for ar)y activity,, accident or damage arising in connection with the 1"'Lirchaser fir 11 lillens, and lerictiml)rances. Seller shall reasionabl�y cooperate with Pa r ties on the Property,,, ancil, (ii­)ll to, �k p the Property , ee frorn a let or lie perise in conne Purchaser in its due dili e X I gience b"i ��shiiall not be lobligati d,, tio ineur any Itahility ilion therew"th. (b) Seller agrees timt, ,In the event Purelliaser dietenTlities 11(s,ullol,l determitliatiai ti(���) I e made in Purichaser's siolle �it during "'he Inspcction Period or, Extendeld l,nspilect'ilol,,,n,,"IIllc,,,,r,,iolid, as tht icase may be, that the Property Is not suitable disicretion) at any plion t, for its purposels,, Rtirchaser shall have the Hight to te,rMinate this Agreement by giving written notice thereolftol Sellel, prillor to the expir-ation, ofthe Inspection Pleri"Old or Extended, Ins pection�, Period., ,as the cas,e may be. IfTurchasier gives such notic,e o�f termination, lii"be within the Inspection Period or Extended litspectillorl Periiod,, as the casile mlay be,,, thisA,greement shall tion-ninate and 'the Di disttihatied as fibillows: (i) f the tei-m i nal�.i ,on i s o n lo r before the exp i nati on of the in i ti al ni nety (901), ,day In sp ection Perio id, Of al 11 be retuni led, to PLIrchaser or (H) 'll' the the Deposit shall be paiid ��tilo Seller and the remiailindier, of the 111)eposit (bleing���! ,pielictio 11 term i nati on Usi on o r beffire ttie ex 01 rat i ori lo f the E xtend ed "'In s n Period (dietilied bellow), $501,00111011.011101 of the Diciplosit shall be paid. tio Se I tiler and the reiriainder of the Deposit (beln���� shal I be retUrned to Purchaser and neither paity hereto, shall havie any further rights, obligatilions fiablilties hericunder except to "the extent that ,any rigbit, obligatillort or liabi"Jity set folith herein expreSsly survivie's termination ofthis Agreement. ff Purchaser falls, to give Sellier a notlice of teriTitniatilion. p1riorito the expirathion ofthe hispection, pe-Hold ,,or Extended Inspectiolti Period, as the case may be, the Depoisit'shall 'become noin-refiindable in feavoir of.sellierilexcle"pt as Oth"Orwi Ilse F 'Provided in this Agreement,, ��and'. Purchaser ��shall nio lolngerli�,ave any right to terminate this Agreelment under this Seqtio�n 6. Thile, fibregloing i I 't stan 1, the Inspelictilion Ple'riod forl 10) Period olT sixty i days (the ".E41-Ixtended otwj h ifflng Nrichaser shall h.ave the rightto extend �� �Il - I' -ie ex "ratilion of -the Inspect' I 'I Insipectlion Periold )i bly written notlicetial Seller on ,or befbtv fl, pi i 111c)i Plieriold, During the Inspilection 1),exiod and Extended hispection Periodil, if ap fic blie 'Purchaser shall ursue ��all p 1 a, p plermits, Hicief1sin n i n,g v�ar i ane es an appro, ��use arid/or developralent lo�f the Property as, ,an & zo and/or site p val necessary for Purchaser's, expliress tuInnel car wash, on terms a! nd, conditions reasonably acceptable to Purchaser arild ttsing a ,design that miatenially clonfOrms, tio [)urchaser's standard layoutand, design (colliectively, the "Appr*qyatsi"'). Seller shall reasonably ,cooperate with Purreltasier"zq efforts tic) obl(�,ain the Alip"provals, in"cluding, 'without limitation, Sieller illplying with the terms of.Section ��9 below. W 0 a I alsi 7. EXIAtqzMateri- En!a. IN ('a) Within three (3) blusiness days of thile Effictive Date, ��and tothe extent not pireviotisly deliviered, Sellier shall i I ("o ainincy to" the 'Property in Seller`�,% POSSession provide "to Purchaser colpi'lles of al I appropriate documents and othet, ii � rmation. plaft , 1 5 11 1. or coIntroll (or readilly asoertainable 'by Seller), which coll shall 'be truiel, aliccurate and complete in all matierial respilects (Purchaser I I n acknowl edging that Siel ler disclaii-ri any repiresentation otill warranty, a's to the accuracy Of the T' nformattion contained the'ret with respect to .0 any third pa preplaried reports or infibirmat[on), inicluding, blult nolt limitiedto, plans, and specificatki)-nis, silte p,lan,s, englineering, rep'101'ts,� Soil rty reports, wetland repill, other environ1`1111011-tal auldits orrePort's,, le.xistling title "work,,, easiernients, contmil appris (Inicludlng,, but not F ton on an eatened litigLation at �lor limited to,, environmental, z�onirig, sitc,pli�an, platting,,, and ��olther, approvallis) an lid in''Connati Y pliending or thr i I , transaction affecting the Property (colliectively, "Extsfing L4,21terials' 'In the event that Slielter and Purchager fhil "to consummiq-tile the J, conternpitateld herieby, ,Pu rchasit,,Iir s1i I I retu rin to S e I I ler a H WIN OS O'C the E x 1 stitig Materi a I s, togil e r wi th cop, 1 les ol�f ,a n y ,an d al I d oc�ument s. i matetl'als and in'For ation relatin M I g tiol the Proplierty otherwiseacqiiiied by I tirchaser in connection herewith (without 11�hargie to, Seller 1 n, the eve',nt lo f C loils i jig, I uroha slier sheall have th,o ri ght tio k-eep al I ol F the E, x1 st'i ngy� Mall als sUbj ect to t: lie, prill si liolin s, of S ectilion 6(�a) ab ovile and ��any" H rn luttl �lo'ns im PO se, (I (b) Fro ni and,, a, ftltr the Eotl�ect 1, 1 Date, :rty to "by the U-11der"Iylitig Contract, lif,amy, Purchaser and its represen'tablives ,shall havilc the right and l[cense to, enter tipoin "the Prope, I I f the Property and otherwise to Litideitake suich actlivities, therielon rea,soiniablY r,equiried to, enabille Purchaser to, investig;,ttiethe� conclitilion o 4 -rifless, with respect to any liability, sallsfy itsett"with respect to the Conliditions, Porchasier heric"by indernill"fite's and, holds Sliellei hian irkcluding., but not limit'lled u), persional injury i,oir property datrla,ge,, resu kiing fillorn FUrchaser's, actjvjtjiF;,s Upon the Property in clonnectioll n with the fore ` ig t Of entry, except for such Hiabil"ity resulting from, the negligence of Sefler�, its employees.1 aget'its and go i g r, h rep, re sentattv i Ttie�lfo.r�e�go���ing,sie,iite,nce,ishal,l,,s��u,r��vi'v,e��theClos�lingolrthlle�licarl'tier�terniina,t'i�iolt�ilic)-f-tl-i'lsAgrelici�i,i,e��,n�,,,iio-twitli,st�ati,d,,i,,i-)g�!�i,�iything he rei n co nta i n e,d to, the clo litra ry. �8 ,, REpres,K­'Iitatiolls; NS-VIS, Sate. (a) Seller warm nts,,,, represents and clovenantS to PUrichaser, as of the Eftect"I've Date and ,as ofthe d,ate of'Closing, as fbIlows, (1) there = nio actionsi, claims, cat,isie of actiloriii.1%,, demands,, diarnages ur actionis ofthird parti itest Ilal ctua] cir threatenill ine lt.idi n,g olondernnation a�ffbcting Seller or, to Seller's licnawliedge, the Proplerty with the excleptio'n ttiat Nirchaser, aclulowledges that Seller has -of-way for each ,of E. Rand Road allid "N'. Main receivied notice ol�f a threatilioned ei-ilinient diloi,nam prioliceeding which shall widen the right strielet and will thereforeaffect the Property; 11(2), Seller has not entered into �any, and to Seller'"s krillowliedge theric, are no outstianding contracts, agrieem ent,s'l 11casies or rental agreements, lior,al or written, which would p revien't possiession or loccupancy by Rtl�rchaselr at Clos,iing Y rty of all, or an i I part of the Property, atild, it 1111sha.11 be, a Condition precedent to Purchaser's, ligation til c1lose that at k)-sirig, the, Pr�opie sh�gall 'be deli'Vie'I'lle'd to Purchaser ftee and clill of any teriancy; (3), Iffolm and afte�r the Effective Date, Seller shall not conveyii, burdien or I I P enicurnber the I xcep I le, the Property is niloll 1. sitibject -to ari Properly, in any" manne'r e A as conternplated herein; 11(4) to Seller`s knilowlieft Y inviesti gat ion,, administrattive order,, clonsien't order or agreernerit.1 litigation or settlienilient with respelic"t 'to, any Hazaridou�,% Matcri,ats ,(for 1110119332)''181614 Docusign Envelope 1D: B19949F1-7340-4D38-9A4A-86529E436CEE purposes hereof, the term "Hazardous Materials" shall mean petroleum and/or petroleum derived products, hazardous materials and/or toxic substances); (5) neither the execution and delivery of this Agreement nor the consummation by Seller of the transaction contemplated hereby will (a) conflict with or result in a breach of or default under any of the terms, conditions or provisions of any note, bond, mortgage, indenture, license, agreement or other instrument or obligation to which Seller is a party or by which it is bound, or (b) violate any order, injunction decree, statute, rule or regulation applicable to Seller; (6) Seller is not a "foreign person" as that term is defined in Section 1445 of the Internal Revenue Code of 1986, as amended, and any applicable regulations promulgated thereunder; (7) this Agreement is, and all other closing documents to be executed and delivered by Seller will be on the date of Closing, valid and binding obligations of Seller; (8) Seller has not received any written notice of alleged violation of any law or legal requirements from any governmental authority or other third party with respect to the Property; (9) Seller has not entered into any agreements with or in favor of any governmental authority, and to Seller's knowledge, no conditions have been imposed by any governmental authority (other than compliance with laws of general application) in connection with the development of the Property and its compliance with legal requirements, (10) to Seller's knowledge, the Underlying Contract is a valid, binding and enforceable agreement between Seller and the Current Fee Owner, and (11) upon consummation of the Underlying Contract, Seller shall have full authority to convey the Property to Purchaser as provided in this Agreement. Each and every warranty, representation and covenant set forth above or otherwise set forth elsewhere in this Agreement shall be true as of the Effective Date and as of the Closing date and shall survive the Closing of the transaction contemplated by this Agreement for a period of six (6) months. If Purchaser determines that any of the representations, covenants and warranties contained in this Agreement are untrue Purchaser shall promptly notify Seller of the representation, covenant or warranty which Purchaser believes is untrue. Seller shall have ten (10) days after receipt of such notification to cure Purchaser's objection. If Seller fails to cure same within said ten (10) day period, Purchaser shall, within five (5) days after the expiration of the ten (10) day period, elect either to terminate the Agreement or proceed to close as if such representation, covenant and warranty remained true. If any of the representations, covenants and warranties contained in this Agreement shall be untrue as of the Closing date, Purchaser's sole and exclusive remedy shall be to notify Seller of such untruth and to elect to terminate the Agreement, whereupon the Deposit shall be refunded to Purchaser and the parties hereto shall be relieved of all obligations hereunder except as otherwise expressly provided herein. For the purposes of this Agreement, the phrase "to Seller's knowledge", "to Seller's actual knowledge", or phrases of similar import are used herein, shall mean the current, actual present and conscious awareness or knowledge only, without any duty of inquiry or independent investigation, of Adam Firsel; provided that so qualifying Seller's knowledge shall in no event give rise to any personal liability on the part of such named individual, or any other manager, member, officer or employee or representative of Seller, on account of any breach of any representation or warranty made by Seller herein. (b) The parties acknowledge and agree that Seller does not currently own the Property, but is a party to the Underlying Contract with the Current Fee Owner for the purpose of acquiring the Property. It is understood and agreed that Seller's obligation to sell the Property, and Purchaser's obligation to purchase the Property, is each conditioned upon Seller's acquisition of the Property pursuant to the Underlying Contract. This Agreement is subordinate to the Underlying Contract until the consummation of the closing. In the event of a termination of the Underlying Contract, this Agreement shall automatically terminate, whereupon the Title Company will promptly return the Deposit to Purchaser, and neither party shall have any further rights, obligations or liabilities with respect to each other hereunder, except for the rights, obligations or liabilities specifically provided for under this Agreement that survive termination of this Agreement. In the event Seller shall default in its obligations under the Underlying Contract, unless Seller's default under the Underlying Contract is due to a default by Purchaser hereunder, such default shall result in a default under the terms of this Agreement, whereupon Purchaser shall be entitled to the remedies provided in Section 12b below. (c) EXCEPT AS EXPRESSLY SET FORTH IN THIS AGREEMENT AND IN THE DOCUMENTS DELIVERED TO PURCHASER AT CLOSING, PURCHASER ACKNOWLEDGES AND AGREES THAT UPON CLOSING SELLER SHALL SELL AND CONVEY TO PURCHASER AND PURCHASER SHALL ACCEPT THE PROPERTY "AS IS, WHERE IS, WITH ALL FAULTS", EXCEPT TO THE EXTENT EXPRESSLY PROVIDED OTHERWISE IN THIS AGREEMENT. 9. Approvals Cooperation. In connection with the Approvals, Seller agrees that it shall hereafter: (a) sign any instruments required for the Approvals; (b) to the extent necessary, furnish evidence of ownership of the Property; (c) appear at Approvals hearings, as necessary; (d) not hinder or object to the Approvals; and (e) shall otherwise fully cooperate and assist the other in obtaining any Approvals; provided however, that (i) that such rights and capacities shall not create any encumbrances upon the Property or obligations upon Seller or the Current Fee Owner that cannot be undone in the event a Closing does not occur and (ii) all expenses with respect to the Approvals shall be paid by the Purchaser. 10. Closin . (a) The closing of the transaction contemplated by this Agreement (" Closin ") shall occur, if at all, in escrow through the Title Company within fifteen (15) days after the expiration of the Inspection Period or Extended Inspection Period, as the case may be, or at such earlier or later date as Purchaser and Seller may agree to in writing, provided that all other conditions to Closing have been satisfied or waived. (b) At Closing, Seller and/or Purchaser shall execute and deliver to one another, as applicable, the following: 108332186.4 Docusign Envelope 1D: B19949FI--7340-4D38-9A4A-86529E436CEE (i) Seller shall execute and deliver to Purchaser an affidavit stating whether or not Seller is a foreign person or nonresident alien for purposes of Section 1445 of the Internal Revenue Code. (ii) Seller shall execute and deliver to Purchaser (or the party designated therefor by Purchaser) a special warranty deed conveying good and indefeasible fee simple title to the Property to Purchaser (or the party designated therefor by Purchaser) subject only to the Permitted Exceptions (the "Deed"). (iii) Seller and Purchaser shall mutually execute and deliver to one another a closing statement setting forth all adjustments and prorations required by or among Purchaser and Seller under this Agreement, including, without limitation, the following: 1. Real estate and personal property taxes and assessments will be prorated between Purchaser and Seller for the period for which such taxes are assessed, regardless of when payable. If the current tax bill is not available at Closing, then the proration shall be made on the basis of 110% of the most recent ascertainable tax assessment and tax rate. Any taxes paid at or prior to Closing shall be prorated based upon the amounts actually paid. If taxes and assessments for the fiscal year in which Closing occurs or any prior years have not been paid before Closing, Purchaser shall be credited by Seller at the time of Closing with an amount equal to that portion of such taxes and assessments which are ratably attributable to the period before the date of Closing and Purchaser shall pay (or cause to be paid) the taxes and assessments prior to their becoming delinquent. If taxes and assessments for the fiscal year in which Closing occurs have been paid before Closing (or are paid at Closing with proceeds from the Purchase Price), Seller shall be credited by Purchaser at the time of Closing with an amount equal to that portion of such taxes and assessments which are ratably attributable to the period from and after the date of Closing. 2. Seller shall receive a credit at Closing for any prepaid utilities or deposit(s) made in connection therewith to the extent transferred to Purchaser at Closing. 3. The Deposit shall be applied as a credit against the Purchase Price. 4. Recording fees attributable to the Deed„ any endorsements to the owner's title insurance policy (except those provided by Seller pursuant to Section 5 above) and the deletion of the standard survey exception and the Survey shall be paid by Purchaser. 5. Seller shall pay all title insurance premiums (including curative endorsements obtained by Seller pursuant to Section 5 above), state and county transfer taxes and all recording fees attributable to the discharge of title encumbrances and/or exceptions. Purchaser shall pay any municipal transfer tax. Each party shall be responsible for the fees of its own attorneys, and for any other costs incurred by such party in connection with Closing. Seller and Purchaser shall each pay for one-half (1/2) of any closing charges and/or escrow fees; provided, however, that Purchaser shall pay for any money lender's escrow fee. Seller and Purchaser agree that the closing statement shall also provide for all other customary closing adjustments. (iv) Intentionally deleted. (v) Seller shall execute and deliver to the Title Company a so --called "no -lien" or "owner's" affidavit in form and substance satisfactory to the Title Company in order to induce the Title Company to issue an owner's policy of title insurance without standard exceptions. (vi) An Illinois Real Estate Transfer Declaration and Cook County Real Estate Transfer Declaration, in form and substance reasonably acceptable to Purchaser, and submitted electronically via mytax.illinois.gov/MyDec. (vii) Any transfer Declaration or the like required by the Village of Mount Prospect. (viii) Seller shall deliver exclusive possession of the Property to Purchaser, free and clear of any tenancy. (ix) Seller and Purchaser shall execute such other documents as the Title Company or other party may reasonably request. 11. Purchaser's Conditions to Closiny. Purchaser's obligation to close the transaction contemplated by this Agreement is subject to and conditioned upon (i) Seller not being in default under the Agreement; (ii) all of Seller's representations and warranties set forth in this Agreement shall be true and correct in all materials respects; (iii) delivery by Seller of all documents required to be delivered by this Agreement, including but not limited to all deliveries required by Section above; (iv) Title Company being prepared to issue the Marked Commitment; (v) Purchaser obtaining the Approvals to its satisfaction prior to the expiration of the 108332186.4 Docusign Envelope ID: B19949F1-7340-4D38-9A4A-86529E436CEE Inspection Period; and (vi) Seller becoming the fee owner of the Property pursuant to the Underlying Contract. If any of the foregoing conditions precedent has not been satisfied on or before Closing and Purchaser chooses not to waive same, Purchaser shall provide written notice of the failure of such condition(s) to Seller and Title Company whereupon this Agreement shall terminate, the Deposit shall promptly be refunded to Purchaser (except in the event of (v) above, whereupon, Seller shall retain $25,000.00 of the Deposit with the remainder being refunded to Purchaser, and Seller and Purchaser will have no further liability to one another under this Agreement except as expressly set forth herein. Notwithstanding the foregoing, if the failure of such condition(s) also constitutes a default by Seller, Purchaser may exercise its rights as provided in Section_ 1(b} below. 12. Default. (a) If Purchaser shall default in the performance of its obligations under this Agreement, and such default shall continue for a period of ten (10) days after receipt of written notice of default from Seller to Purchaser, then provided Seller is not then in default under this Agreement, Seller shall be entitled to terminate this Agreement by giving written notice of termination to Purchaser, whereupon the Deposit shall be delivered to Seller as liquidated damages as Seller's sole and exclusive remedy on account of such default, and neither party shall thereafter have any further liability or obligation to the other. This Section shall survive the expiration or termination of this Agreement. (b) If Seller shall default in the performance of its obligations under this Agreement, and such default shall continue for a period of ten (10) days after receipt of written notice of default from Purchaser to Seller, then provided Purchaser is not then in default under this Agreement, Purchaser shall be entitled either: (i) to terminate this Agreement by giving written notice of termination to Seiler, whereupon the Deposit shall be promptly returned to Purchaser, and Purchaser shall receive a reimbursement from Seller for all of Purchaser's actual and reasonable due diligence expenses incurred with respect to the Property in an amount not to exceed Twenty Five Thousand and 00/1. 00 Dollars ($25,000.00), or (ii) to seek an action for specific performance. This Section shall survive the expiration or termination of this Agreement. 13. Assignability. Purchaser shall have the right to freely assign its interest hereunder to an Affiliate or a Leaseback Partner. As used herein, (a) the term "Affiliate" means any person or entity that controls, is controlled by, or is under common control with, such entity; and (b) the term "Leaseback Partner" means any person or entity that intends to lease the Property to Purchaser, or an Affiliate or Purchaser, immediately after the consummation of the transaction contemplated in this Agreement. Purchaser shall provide written notice of such assignment to Seller at least five (5) days prior to the Closing. No assignment shall relieve Purchaser from any liability for the performance of Purchaser's duties and obligations under this Agreement, unless Seller agrees in writing to release Purchaser from such duties and obligations. 14. Miscellaneous. This Agreement cannot be modified except by written instrument signed by both of the parties hereto. Section headings set forth herein are for convenience of reference and shall not be construed to interpret, limit or otherwise define the terms and conditions of this Agreement. For so long as this Agreement remains in force and effect, Seller shall not actively market, sell or encumber the Property in any manner, and shall not accept, negotiate or entertain any other offers (including an option to purchase) for the Property. This Agreement sets forth fully and completely the agreement of the parties with respect to the subject matter described herein and this Agreement shall be deemed to supersede any and all prior written or oral agreements relating to the subject matter described herein. Purchaser reserves the right, at its sole option, at any time, to waive any of the Conditions. Any such waiver shall only be effective if it is in writing and duly executed by Purchaser. Notices hereunder shall be given to the parties hereto at the addresses below their signatures and shall be deemed effective upon personal delivery, upon posting if given via United States certified mail return receipt requested, via nationally recognized overnight delivery service or by electronic mail. This Agreement shall be binding upon and shall inure to the benefit of Seller, Purchaser, and their respective heirs, representatives, successors, successors -in -interest and permitted assigns. Time is ofthe essence in the performance of the terms and conditions of this Agreement. If any date set forth in this Agreement should fall on a Saturday, Sunday, or legal holiday, compliance with any obligation or delivery due on that date will be deemed acceptable on the next business day following such Saturday, Sunday, or legal holiday. This Agreement shall be governed by the laws of the State of Illinois. 15. Brokers. Seller and Purchaser each represent and covenant to the other that they have not utilized the services of any broker or finder in connection with the transaction contemplated herein other than Broker who shall be paid by Seller. Purchaser shall defend, indemnify and hold Seller harmless from any liability for brokerage commissions, finders' fees or the like arising in connection with the sale of the Property which may be claimed by any party alleging to have been retained or utilized by Purchaser. Seller shall defend, indemnify and hold Purchaser harmless from all liability for brokerage commissions, finders' fees or the like arising in connection with the sale of the Property which may be claimed by any party alleging to have been retained or utilized by Seller including all commissions paid to Broker. 16. Casualty and Condemnation. In the event that following the Effective Date the Property shall suffer a casualty or shall be subject to a taking by eminent domain, condemnation or otherwise, Purchaser may at its sole option either: (a) terminate this Agreement, in which event Purchaser shall be entitled to the immediate refund of the Deposit and the parties hereto shall be relieved of all obligations hereunder or (b) elect to proceed to Closing in which event Purchaser shall be entitled to an assignment of insurance 108332186.4 Docusign Envelope 1D: B19949Fl-7349-4D38-9A4A-86529E436CEE proceeds (and a credit at Closing for any deductible) or to participate in any such condemnation or eminent domain proceeding and to receive all of the proceeds attributable to any portion of the Property so taken. In the event that Purchaser elects to proceed to Closing, the Purchase Price hereunder shall not be adi usted. Seller and Purchaser each agree to forward promptly to the other any notice of intent received pertaining to a taking of all or a portion of the Property. 17. Force 1Vlaieure. As used in this Agreement, the term "Force Majeure" shall mean an act of God, natural disaster, epidemic, pandemic, terrorist activity, war, labor dispute, governmental order, governmental delay, or other matter beyond the reasonable control of such party, without such party's fault or negligence (specifically excluding financial inability). If the performance by either party of any of its obligations under this Agreement, including but not limited to Closing, is delayed by Force Maj eure, then the party affected shall notify the other party in writing of the specific obligation delayed, and the duration of the delay, and the deadline for completion of such obligation shall be extended by a like number of days. Except with respect to Closing which may be delayed due to a Force Maj eure event, the foregoing shall not apply to any obligation to pay money due hereunder. [Signature Page Follows] 1083321864 "DoCLIS'ligwry Enveflople'[D, IIB1,9199,Fl-'7'340,-,4[D3,8,-9A4A-5,29E43,6,C,EE IN Wrl"NESS WFIE',4 REOO`V,� the padi'lics, have cx1ecutied this Agre,c lent. 14 NATIONAL 1XVRI �SS, WASH H:,,, LLC151 �a DeLaware lirnitleA flability Dompan, Y e— Signed Iby, 11 NV4 III I xsl�, BIG46115 Name: Davilid Yassky IM, Authilorized Si griatiory Address: 27531NW 871 Menu Doral, Fl.... 3311,72 1 Attentlon:'David Yassky ith a cop' y toll- Polsincill PC 150, N'. 1,�'iversikle P1 azla,, SUite 30010 ChibaofIllinois, 1611060116, 1 Ill I ,n sq. Escl, Attention.- David N. Ta r,ier, E &Kelly M. Gr Telephone: C10 RE 'V"El I N"J"URES, LL�Cl a IlliniOls I'll I I ity colmpany n limil� id 4abili "Bly. Adam it Manager Mildress'. 1110, Parlkwa,y N(,,)rt,h,,Boulrid,,, stlitel-20 Deed el d 0 161100 15 "relephollne" E-i-nai I ciol ly to - Law Offices of Alan 1). Pearlmaq, LLOC Wilth a P 1714 Rivier Birch Way LAbertyville, lifibolis 610048 Attention.- Alen D. Pea r[m aq, Esq. Te I eph,o tie: Ernail- Exhibit .List: Exhibit All.- 111),11e,picti,on andA)rDescription of Fropefty Signaftore, Page — Agreement q/Tulwhase and Scil"le 108332 186A Docusign Envelope ID: B19949FI-7340-4D38-9A4A-86529E436CEE EXHIBIT A Le,aa1 Description of Property The North 361.6 feet of that part of the Northwest Quarter of the Northeast Quarter of Section 34, Township 42 North, Range 11, East of the Third Principal Meridian, lying west of center line of Rand Road, in Cooly County, Illinois. Exhibit A 108332186.4 Detailed Business Narrative The proposed development introduces a modern 140-foot automated car wash facility designed to provide efficient vehicle processing while expanding customer service options on site. The primary wash tunnel is engineered for high -throughput exterior cleaning and is supported by high efficiency blow dryers within the tunnel exit, drying vehicles prior to exiting the wash, removing the need for a post wash drying lane. This operational configuration reduces on -site queuing, improves circulation efficiency, and enhances the overall customer experience. The facility layout builds on a standard express car wash design by adding a fully enclosed vacuum building allowing customers the option for self -detailing services in a climate -controlled building. Customers still have the option to use outdoor vacuums should they choose. The proposed car wash facility has been thoughtfully designed to balance operational efficiency, customer convenience, and responsible site engineering. The combination of self- service vacuum stalls, post wash dryers, and two-way circulation supports safe and orderly circulation throughout the site. The planned utility improvements and stormwater infrastructure ensure compliance with all applicable municipal standards while minimizing environmental impacts. Overall, the project will provide a well -organized, high -quality service amenity for the community. Hours of operation will be from 7am-8pm Monday through Sunday. Peak hours on weekdays are 8am-10am and 4pm-7pm. Peak hours on weekends are 11-3pm. There will be 4 employees on site during peak times stationed at key positions: • POS area assisting customers should any issues arise • Entrance to the tunnel leading vehicles onto the conveyor • Vacuum areas to keep the area tidy and to assist customers if needed • 1 employee circulating the site ensure everything is running smoothly STONEFIELD April 14, 2026 Village of Mount Prospect Community Development Department 50 South Emerson Street Mount Prospect, IL 60056 RE: Conditional Use Narrative Proposed Car Wash East Randall Road Village of Mount Prospect, Coolc County, Illinois Concept Review Case #: PZR25-000021 To whom it may concern: The proposed redevelopment of the subject property within the Community Shopping District is designed to meet all applicable standards for conditional use approval. The following narrative addresses each required criterion: I. Protection of Public Health, Safety, and Welfare The proposed automated car wash facility will not be detrimental to public health, safety, or general welfare. The facility utilizes modern, fully automated equipment designed for safe and efficient operation. On -site circulation has been carefully planned to separate vehicle movements and minimize conflict points. Environmental stewardship is a key component of the project. The development includes underground stormwater management and an advanced water reclamation system consisting of a three -stage settling process, oil -water separation, and reverse osmosis treatment. These systems will minimize environmental impacts and ensure responsible water usage and discharge practices. 2. Compatibility with Surrounding Properties The proposed use is compatible with surrounding land uses. The site is bordered by commercial uses to the south and along the roadways to the east and north, while single-family residential properties are located to the west. To provide appropriate buffering, the project includes significant landscaping and fencing along East Rand Road, Kensington Road, and IL Route 83. In addition, all vacuum -producing equipment will be equipped with silencers and enclosed within a masonry structure, substantially reducing noise impacts. These measures ensure that the use will not be injurious to nearby properties or diminish property values. 3. No Impediment to Surrounding Development The proposed redevelopment will not impede the normal and orderly development of surrounding properties. The use is consistent with the commercial character of the corridor and represents a reinvestment in an existing site. The project enhances the overall aesthetic and functional quality of the area while maintaining compatibility with adjacent uses. 4. Adequate Public Utilities and Infrastructure The site will be served by adequate public utilities and infrastructure. All necessary services, including water, sanitary sewer, and stormwater systems, will be provided in accordance with Village standards. With the proposed equipment we are able to reclaim roughly 90% of the water used from wash to wash, significantly reducing the strain on public utilities while the inclusion of an underground stormwater management system ensures that runoff is effectively managed on -site, reducing impacts to surrounding properties and public systems. STONEFIELDENGAM 555 S OLD WOODWARD AVE, SUITE 12L, BIRMINGHAM, MI 48009 248.247.1115 T. 201.340.4472 F. STONEFIELD Municipal Response Letter Proposed Car Wash Mount Prospect, Illinois April 10, 2026 S. Safe Access and Traffic Circulation The proposed development provides safe and efficient access while minimizing traffic congestion. The project maintains the general location of existing driveways along IL Route 83 and East Rand Road, preserving established traffic patterns and access points. A traffic study has been completed and concludes that the traffic generated by the proposed car wash can be accommodated by the surrounding roadway network. Internally, the site is designed with a circulation system that supports smooth vehicle flow between the wash tunnel, vacuum stations, and exits. The efficient tunnel design, including integrated drying systems, reduces vehicle dwell time and prevents excessive queuing. 6. Consistency with the Comprehensive Plan The proposed redevelopment is consistent with the goals and objectives of the Village's Comprehensive Plan. Located within the future Corridor Commercial District, the project supports the continued viability of commercial corridors by introducing a modern, well -designed service use. As a primary use of the proposed district is all auto oriented uses we believe we match the intent of this future district perfectly. The development represents a reinvestment in an underutilized property, as well as providing appropriate screening, best stormwater management practices, and site sustainability among many other key characteristics outlined in the Comprehensive Plan that we fulfill. 7. Compliance with Applicable Regulations The proposed development will comply with all applicable regulations of the Community Shopping District. The site design reflects adherence to standards related to access, circulation, utilities, and operational performance. Recommendations from the Village have been taken into consideration when developing the site plan and any minor adjustments will continue to be made in coordination with Village staff and in accordance with Planning & Zoning Commission recommendations. Should you have any questions regarding the submission items or responses above please do not hesitate to contact our office. Regards, Mitchell Harvey, PE Stonefield Engineering and Design, LLC Vincenzo Finazzo Stonefield Engineering and Design, LLC V:\DET\2025\DET-250217 Alrig & El Car Wash - I E Rand Road, Mount Prospect, IL\Correspondence\Outgoing\Municipal\2026-02-06_Municipal Response Letter.docx PAGE 12 . . . ................................................................................................................................................................................................... �-1111 HIkliw"t :K V, 4 0011 �,fciiWPNR 'Wid"MUfvi(vv%,Ivtiv�I14 iyw W4 tifs �Ii, U I f �C 1A '14INK] ,9 (go) JVILWAa�l I kl'-�Lz' I 4,"Isrmlv k"S Ni)N),�,,',),�l.,m,J,%,"O�),,, ip 0 $�'AAAAAl Ak N 11 lixmiI pm� I VolUolle ON puql I I Al . . . ................................ . . . ..... . .................................................................................................................................................................................................................................................................... . . . . ........ ................................... . . ... ... . ............................................. . ..... . ....................................................................................................................................................................................................................................................................................................................................................................................................................... . . . . .. ........... 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Features: Smooth panels IU�uioo�Four standard colors available I����lio, Galvanized steel posts Options: loolo, Add post sleeves and caps' loio. Add an embossed woodgrain texture to standard color panels 1Not available on all post sizes. �}IIVVVVVuoV da VIu41�um�e�p 1 �ioV�����olwd VIuuIIIUV�����1&Ik'��IIIIII{U14�� ������������������ �11Q11119�1 IIII���� ��II1414ID1�'IIIIII �111111061� �111111114�VIt• We offer four popular Standard Finish Colors that are designed to enhance any application: Gray, Adobe, Tan and White. Woodgrain texture can be added to any Standard Finish Color as an option. 2Color reproduction is subject to limitations of the printing process and/or screen viewing. Please ask your AIL Sound Walls Technical Sales Representative for actual White uuuuululr �loo molol �iii g IBC w�n��oi1 d e d � aim III ������� ,9111IIIIII 1� IIIIIIIIIIIIIII[ IIIIIIIIIIOk 1\\� ��IIII IIIIIIIIIOE Our Upgraded Finish Level captures the essence of traditional wood fencing in a durable PVC sound barrier wall. This finish level features woodgrain colored/textured panels accented by post sleeves, caps, top/bottom rails and reinforcement panels in one of our Standard Colors. Features: 1IU�i�lo, Woodgrain colored/textured panels Joi�oi, Two woodgrain colors available �„pllo. Post sleeves, caps, top/bottom rails and reinforcement panels in one of our Standard Colors' Options: Choose a Standard Color for post sleeves, caps, top/ bottom rails and reinforcement panels JIUoo, Add woodgrain texture to top/bottom rails and reinforcement panels Upgraded Finish Colors': We offer two popular Upgraded Finish Colors to enhance any application: Green Teak and Honey Maple. Accent Colors for Post Sleeves, Caps, Top/Bottom Rails and Reinforcement Panels: 'Top Rails are always needed, but are not available in Green Teak or Honey Maple colors.lhe requirement for bottom rails and mid -wall reinforcement Tan panels varies with sound barrier size and other factors. Larger post sizes may require powder coat finish instead of sleeves. Ask your AIL Sound Walls Technical Sales Representative for details before ordering. 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" r "��j �q rwuirl Y�I� JI�IIIUIlIet .Ili VII �.. W �IfJI,M'VYV u. I NYWWWW1Y11Y IVUI W i Iw ANY � W5"' �i� IRff ;e6mliV w W � iium °� � n �Mf feet ip 5,5 The Stealth Predator feattires patent logy pendin ie crealtes ice' uml�u flow I utechno"'which the Cirst 9 0 It ° ';Vlll,n Quie d is ff Dryer"' ever Most II II power"ful Ultra Quiet desig ned. y IWERNATIONAL DRYING SPECIFICATIONS I , soun� scale om ngine�Bring September 18, 2026 Ms. Samantha Burgner c/o Mr. Steven Barrett El Car Wash Project Manager sburgn, erkelcarwash.com (248) 983-5429 Direct sbarrettkalriQusa. com ALRIG USA 30200 Telegraph Road Suite 205 Bingham Farms, MI 48025 Subject: Sound Propagation Assessment for Proposed E1 Car Wash 1 E. Rand Road, Mount Prospect, Illinois Dear Ms. Burgner: Soundscape Engineering has completed an acoustics assessment for the proposed El Car Wash at 1 E. Rand Road in Mount Prospect, Illinois. This report documents the ambient sound level measurements, predictions of car wash -related sound at neighboring properties, and our opinion on compliance with the Illinois Pollution Control Board (IPCB) regulations (35 Ill. Adm. Code Parts 900/901/910). The assessment modeled the "worst -case" conditions (blowers on with entrance and exit doors open and multiple vehicles using the outdoor vacuums) for comparison to the ordinance, with and without mitigation. 1. Executive Summary The Village of Mount Prospect does not have an absolute sound level cited for compliance, so we have compared our prediction to the Illinois Pollution Control Board (IPCB) regulation, which applies to all jurisdictions in the state. This regulation limits the unweighted sound level in nine octave bands. The proposed El Car Wash is expected to operate daily from 7:00 AM to 8:00 PM, which falls within the hours defined as "daytime" by the IPCB. We used the commercially -available sound propagation modeling software, SoundPLAN, to evaluate the proposed design. Soundscape based the analysis on measurement data from two existing El Car Wash sites in Brighton and Madison Heights, both in Michigan, measurement data of the site ambient, and the manufacturer's dryer sound data. We understand that in this site plan iteration, no vacuum pumps will be inside the vacuum building. One set will be located in an enclosure with a roof to the north of the vacuum building and another set will be to the east of the vacuum building. Soundscape Consulting LLC Michigan - Illinois Indiana - Virginia (734) 418-8663 . (312) 436-0032 (317) 489-4151 . (703) 722-6633 www.SoundscapeEngineering.com E1 Car Wash Mt. Prospect — Sound Propagation Report September 18, 2026 SE No. 2425.3 Page 2 of 35 SoundPLAN modeling indicates that the proposed car wash, with the 80 horsepower Stealth Predator Ultra -Quiet dryers, the three proposed screen walls, and all tunnel and vacuum building doors open, falls short of the IPCB requirements at some locations in the higher frequencies. However, when assessed per the IPCB regulation with the predicted ambient condition (based on measured data at on -property locations) added to the predicted car wash levels, all residential locations meet the regulation, but three commercial locations do not. Mitigation steps were evaluated and recommendations made. The 30 horsepower Stealth Predator Ultra -Quiet dryers were also evaluated to determine whether the barrier walls could be shortened or eliminated. Per our analysis, the recommended mitigation steps meet the IPCB regulation at the commercial locations as well as the residential locations and are as follows: • Install 30 horsepower dryers with the Stealth Predator Ultra -Quiet system, and • Extend the 8-ft tall barrier wall at the south property line eastward to 200 feet long total. Note that with the 30 horsepower dryers, the screen wall at the tunnel entrance is not required and the screen wall at the tunnel exit may be shortened to 20 feet long, extending from the building southward. Additionally, the sound absorbing acoustical panels and the screen wall at the vacuum building can be eliminated. 2. Background The proposed car wash includes the following buildings and equipment: • 4,830 sq-ft car wash tunnel • 11,016 sq-ft enclosed vacuum structure with sixteen vacuum stations inside, • a pair of vacuum pumps inside a roofed enclosure on the north side of the vacuum building • twelve outdoor vacuum stations • a pair of vacuum pumps within a screen wall on the east side of the building. The proposed site layout is shown in Figure 1. The loudest sound source is the dryer system followed by the vacuum pumps. We assume the operating hours are 7:00 AM to 8:00 PM daily. A glossary of acoustical terminology is included in Appendix A to assist in understanding the discussion. Soundscape Consulting LLC Michigan . Illinois Indiana . Virginia (734) 418-8663 - (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com E1 Car Wash Mt. Prospect — Sound Propagation Report September 18, 2026 SE No. 2425.3 Page 3 of 35 Figure 1: Site Plan of Proposed Car Wash Soundscape Consulting LLC Michigan Illinois Indiana Virginia (734) 418-8663 - (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com E1 Car Wash Mt. Prospect — Sound Propagation Report September 18, 2026 SE No. 2425.3 Page 4 of 35 3. Instrumentation Measurements were conducted using an NTi Audio XL2-TA acoustic analyzer with an MC230 microphone and MA220 preamp, a Class 1 Type Approved system compliant with IEC 61672 and ANSI S 1.4. This equipment has been calibrated within the past two years per its regular schedule to a reference traceable to the National Institute of Standards and Technology (NIST) by the equipment manufacturer or a laboratory in the business of providing calibration services. The sensitivity of the sound level meter was checked using a Larson Davis CAL200 handheld sound level calibrator conforming to the Class 1 requirements of IEC 60942 and ANSI S 1.40 before the measurement session. 4. Ordinance and Criteria The property for the proposed E1 Car Wash is contained within the yellow -outlined area in Figure 2. The green and light brown areas to the south and west are residential. Other surrounding businesses are primarily retail or auto service centers on commercially zoned property. Per IPCB, as discussed below, the land class of each property is also identified below in parentheses. Class A land is more noise sensitive than Class B land. 83"' U Figure 2: Zoning and IPCB Land Classes Soundscape Consulting LLC Michigan . Illinois Indiana . Virginia (734) 418-8663 - (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com E1 Car Wash Mt. Prospect — Sound Propagation Report September 18, 2026 SE No. 2425.3 Page 5 of 35 The Village of Mt. Prospect has sound level limits for industrial facilities and wind turbines but has no fixed levels for other types of facilities. In the unspecified cases for sites in Illinois, the default directive is the Illinois Pollution Control Board noise regulation, Sections 901.102 and 901.103. This is an octave band -based regulation that can be more difficult to meet since each of the nine octave band sound levels must be in compliance. The compliance levels depend on the property's land class. For this location, the applicable criteria are based on levels emitted from Land Class B to Class A and Class B properties. We evaluate the predicted car wash sound levels outright against the IPCB octave band limits for this project. We also simulated compliance measurements after the facility is operating by combining the predicted car wash and ambient levels to determine compliance with the IPCB in the presence of ambient noise. This is the only way to assess compliance in the presence of ambient noise per the regulation. Title 35: Environmental Protection Subtitle H: Noise Chapter I: Pollution Control Board Section, 901. 1. 2 Sound Eass 4 , Land, t.�te to aW Except t as elsewhere provided 11i this Part, a personmust not cause or allow the emission. issio of sound during daYtiue hours from. any, property -line noise source located o. any Class A, B or C land to any receiving lass A taod that exceeds any allowable octave band so pressure level speci. e in the following table, when, easy re at any point,within, the receiving Class A, land. Sound pressure levels must be measured at ],cast 25 feet from the property line noise source. Cda e Band Center Allowable Octave Band Sound Pressure Levels d of Frequency ) Sound Emitted to, any Receiving Class A Land ffoni, Class C Land Class B Land, Class A Land, 31.5 '5 72 72 63 74 71 71,. 125 69 65 65 250 64 57 57 500 58, 51 51 1000 52 45 00 47 39 39 4000 43 34 34 8000 40 32 3 Soundscape Consulting LLC Michigan Illinois Indiana Virginia (734) 418-8663 - (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com El Car Wash Mt. Prospect — Sound Propagation Report September 18, 2026 SE No. 2425.3 Page 6 of 35 Settk)tt 94) "L. 103 Sotaid Entittell "to,( B le C111ISS], 'I 1.,-­,XxCCp't -as provided el s whe,reii,'n t1li"s Pi- tr(I il, t, per .son.m"Lust i, ot cativi or a'! low'd, "0311i of s,ott id, from, all, r 1311C 311,01 11 SIC SOUICT d B v I iv_ 'k s' la,nd d",tit Y, property­t 1Lw­itcc: o"n a,"Iny C1,as,s,,A,,' or C la,'Ind tottiil I C ''I y'rec ,,il,ng � las B I 'I bltow ng table,,w,], ei,l me sttredi exczeds ailytill'lowable Icw�ta:ve ba,,,nd s,,ot,,i,pressLi,,,re level sjiecified ,n,, the fi E 'I, ass ,B laild. S,otA,ildi 1,.ires,sttre levels m,tst be lea,st 25 fiaet tit ailypvoillt wit1l","i"n tlie receiving, Cl'I'lle"ISU' fin')m''Ole [,.)FOP C"Irty,41, ale 31111101 sic SOUNC. Octave Ba,,,nd Ceiilte'r All,owable OctaveRa:nd, Sottlid, Presstire Levels I'M of (I lert.z' tA.) a I Recevi'n il, y' I g, C 1111 io 'i lasis B La�ii di f , ii., Class C Lail'i"'d Class, B La:nd, Cla,ss A, Laiiidi 31''.5111 N11 0 79 72 63 17119 78 7­11, 125 17114 72 65 2,50 64 5 7' 500 63 58 5 1 1000 51711 52 45 2,000 52 46 39 ,4000 48, 4.. 34,, 81000 45 39 32 4 5 3, efTecti've November 1,20 18' (Sed ottim-e.: Amne tit 42111. "RIeg'. 2.,(01 Soundscape Consulting LLC Michigan - Illinois Indiana - Virginia (734) 418-8663 - (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com E1 Car Wash Mt. Prospect — Sound Propagation Report September 18, 2026 SE No. 2425.3 Page 7 of 35 5. Ambient Measurements 5.1 Ambient Measurements at Mount Prospect Site On Tuesday, June 2, 2026, between 8:20 AM and 10:00 AM, the ambient equivalent sound level (Leq) was measured for 15 minutes at each of five locations as indicated in Figure 3. Table 1 provides the octave band data for the measurements at each location. These measured levels were used to calibrate the traffic noise in the model in order to predict the ambient levels at the receptor locations. Figure 3: Ambient Measurement Locations and Recorded Sound Levels Table 1: Measured Ambient Sound Levels Location Sound Pressure Level Leq (dB) at Octave Band Center Frequencies (Hz) Overall dBA 31.5 63 125 250 500 1000 2000 4000 8000 SLM-000 74 71 67 65 63 65 61 60 61 69 SLM-001 75 76 72 68 65 63 60 55 58 68 SLM-002 70 72 69 65 64 67 62 52 43 70 SLM-003 66 65 60 57 54 54 50 43 33 58 SLM-004 67 70 63 61 61 59 54 47 39 63 Soundscape Consulting LLC Michigan . Illinois Indiana . Virginia (734) 418-8663 - (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com E1 Car Wash Mt. Prospect — Sound Propagation Report September 18, 2026 SE No. 2425.3 Page 8 of 35 Figure 4 shows the sound level meter at measurement location SLM-001. The other locations were measured in the same manner with the meter mounted to a tripod. Figure 4: Measurement Setup at Location SLM-001, Along Main Street, Looking South 6. Sound Propagation Modeling, We modeled the Mt. Prospect site and surrounding area in SoundPLAN, which is a three-dimensional computer program commonly used by acoustics consultants. Site topography, existing and proposed buildings, and traffic sound sources based on site measurements as described in the previous section, and receptor locations were input as elements into the computer model. 6.1 Predicted Ambient Sound Levels The ambient sound levels were measured on the future site as described in the previous section to calibrate the traffic noise model and predict the sound levels at all receptor locations from traffic noise. All locations had at least two octave bands that exceed the regulation, and one location is predicted to exceed in eight octave bands. While traffic noise is exempt from the regulation limits, these levels illustrate the potential for the ambient to interfere with the car wash compliance measurements. The predicted receptor spectra are listed in Table 2. Levels in bold red text with a shaded backgroi for residential receptors and bold orangetext withshaded backgroiind for commercial receptors exceed the IPBC criteria. Soundscape Consulting LLC Michigan . Illinois Indiana . Virginia (734) 418-8663 . (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com E1 Car Wash Mt. Prospect — Sound Propagation Report September 18, 2026 SE No. 2425.3 Page 9 of 35 The predicted A -weighted sound levels at the receptor locations (yellow dots with associated number) are shown in Figure 5. Although the IPCB does not have overall level requirements, it is convenient to use the single number value for cross reference with the rightmost column in Table 2. Figure 6 shows the sound propagation map for the traffic noise. Receptor locations near the buildings on the applicant's property were used for model calibration and are not included in Table 2 because they are not relevant to the regulation. Table 2: Predicted Ambient Spectra at Receptor Locations with Project Buildings in Place — Based on Ambient Traffic Noise Measurements Receptor Number Receptor Property IPCB Class Sound Pressure Level Leq (dB) at Octave Band Center Frequencies (Hz)* Overall dBA (for ref.) 31.5 63 125 250 500 1000 2000 4000 8000 IPCB Criteria — Class A 72 71 65 57 51 45 39 34 32 N/A 1 A 69 70 68 64 62 66 60 49 37 68 2 A 64 65 62 57 55 57 50 39 24 60 3 A 70 72 68 64 63 66 61 51 39 69 4 A 70 71 68 64 63 66 61 51 39 69 5 A 70 71 68 64 63 66 61 50 39 69 6 A 70 71 68 64 63 66 61 50 39 69 7 A 70 71 68 64 63 66 61 50 39 69 8 A 70 71 68 65 63 66 61 50 39 69 9 A 64 66 63 59 57 60 54 42 28 63 10 A 62 63 60 56 54 56 49 37 20 59 11 A 63 64 61 57 55 58 52 39 23 61 IPCB Criteria — Class B 79 78 72 64 58 52 46 41 39 N/A 12 B 70 72 69 65 63 67 62 51 39 69 13 B 70 71 69 65 63 66 61 50 38 69 14 B 68 69 67 63 61 64 59 47 35 67 15 B 63 64 61 57 55 58 51 37 20 60 16 B 64 65 62 58 56 59 52 39 22 61 17 B 64 65 63 59 57 60 54 41 25 62 18 B 68 69 66 63 61 65 59 48 37 67 19 B 67 69 66 62 61 64 58 47 35 66 20 B 70 71 68 65 63 66 61 50 38 69 * Levels in bold red text with gray shading exceed the IPBC criteria for Class A properties and levels in bold orange text with gray shaditig exceed the criteria for Class B properties. Should compliance measurements be made after the project is built and in operation, Appendix B provides some information from the IPCB on accounting for ambient levels that interfere with the subject matter measurements. Soundscape Consulting LLC Michigan Illinois Indiana Virginia (734) 418-8663 - (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com E1 Car Wash Mt. Prospect — Sound Propagation Report September 18, 2026 SE No. 2425.3 Page 10 of 35 Figure 5: Single Point Map (dBA) — Ambient Model for Traffic Noise with Project Buildings in Place Soundscape Consulting LLC Michigan Illinois Indiana Virginia (734) 418-8663 - (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com E1 Car Wash Mt. Prospect — Sound Propagation Report September 18, 2026 SE No. 2425.3 Page 11 of 35 Figure 6: Contour Map (dBA) — Ambient Model for Traffic Noise with Project Buildings in Place Soundscape Consulting LLC Michigan Illinois Indiana Virginia (734) 418-8663 - (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com E1 Car Wash Mt. Prospect — Sound Propagation Report September 18, 2026 SE No. 2425.3 Page 12 of 35 6.2 Proposed Project 6.2.1 Predicted Sound Levels for Proposed Project We modeled the Mt. Prospect site and surrounding area in SoundPLAN with sound sources based on measurements at the Brighton and Madison Heights locations. See Appendix C. for input levels. We have modeled the worst -case scenario with the car wash entry and exit doors open, the vacuum building doors open, and six outdoor vacuuming stations in use (half of total). A three-dimensional view of the propagation model is shown in Figure 7. In the image: • The red -shaded areas on the side of the buildings represent open doors at the entrance and exit of both the car wash and vacuum buildings. • The red asterisks are vacuum nozzles and vacuum pump sound sources. • The bright red lines are the road traffic sources. • The yellow dots are receptor locations, which were selected to cover the nearby residential and commercial properties. • The cyan areas are screen walls. • The gray blocks are buildings. The notch at the building entries and exits shape the radiation pattern to match the measurements of operations made at the Brighton and Madison Heights sites. Due to the close proximity of the nearest residential properties west of the car wash tunnel exit, the three planned screen walls shown on the site development plan are necessary. The wall along the south property line was modeled with a height of 8 feet, and the walls at the west side of the car wash tunnel exit and entrance are both 12 feet tall to match the building height. The screen walls surrounding the outdoor vacuum pump were also modeled with a height of 8 feet. The indoor vacuum pump exhaust pipe opening is at 10 feet. Soundscape Consulting LLC Michigan . Illinois Indiana . Virginia (734) 418-8663 - (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com E1 Car Wash Mt. Prospect — Sound Propagation Report September 18, 2026 SE No. 2425.3 Page 13 of 35 Figure 7: SoundPLAN Three-dimensional Model View Because of the close proximity to the residences, we used the Stealth Predator Ultra -Quiet Drying System data in place of the standard dryers at your direction. The product brochure is provided in Appendix D. Note that the manufacturer, International Drying Corporation, has been recently purchased by National Carwash Solutions, and this product will be rebranded. We understand that the product itself is not changing, but this should be verified with the new owner. The Stealth dryers were initially modeled using levels for an 80 HP system, which is approximately 16 decibels quieter than the standard dryers. Note that the manufacturer did not provide a sound spectrum, so we used the spectral shape of the standard blowers and adjusted it to match the manufacturer's overall level. Figure 8 shows the nearest Class A (residential) and Class B (commercial) property line receptor locations used for our predictions, which are identified by numbered yellow circles. The number in the white box associated with each is the predicted overall dBA sound level. Despite the overall level not being relevant to the IPCB regulation, it is part of the computer output and allows for asingle-number cross-referencing of the data in Table 3. The receptor locations on the El Car Wash site near the project buildings were used to calibrate the model and are not relevant to assessing compliance with the noise ordinance. Figure 9 shows the A -weighted predicted sound propagation map for the area surrounding the car wash. Again, these are overall levels, but more importantly on this image, the sound propagation pattern is shown, which can provide insight on mitigation strategies. Soundscape Consulting LLC Michigan Illinois Indiana Virginia (734) 418-8663 - (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com E1 Car Wash Mt. Prospect — Sound Propagation Report September 18, 2026 SE No. 2425.3 Page 14 of 35 The predicted spectra at the receptor locations due only to the car wash sound sources (car wash dryers and vacuum building with no ambient noise added) are provided in Table 3. Levels in bold red text with a shaded background for Class A (residential) receptors and bold orange text with a shaded background for Class B (commercial) receptors exceed the IPBC criteria outright without the addition of the ambient noise. Again, the overall dBA does not apply for compliance assessment but is a convenient reference for the labeling in Figure 8. Table 3: Predicted Spectra at Receptor Locations — With All Car Wash Tunnel and Vacuum Building Doors Open, 80 HP Stealth Dryers, and Four Screen Walls Receptor Number Receptor Property IPCB Class Sound Pressure Level Leq (dB) at Octave Band Center Frequencies (Hz) Overall dBA (for ref.) 31.5 63 125 250 500 1000 2000 4000 8000 IPCB Criteria — Class A 72 71 65 57 SI 45 39 34 32 N/A 1 A 43 47 40 40 36 34 32 22 5 39 2 A 38 42 36 33 32 31 29 20 4 35 3 A 43 49 44 42 41 40 41 35 22 46 4 A 43 51 45 44 43 40 38 31 23 45 5 A 45 54 49 48 47 45 44 37 27 50 6 A 46 55 51 51 50 50 50 43 30 55 7 A 44 54 49 48 48 47 44 34 20 51 8 A 39 48 43 42 41 39 36 26 8 43 9 A 39 47 43 42 41 37 36 28 13 43 10 A 40 50 47 45 45 43 41 33 17 48 11 A 37 44 41 39 38 36 35 26 6 41 IPCB Criteria — Class B 79 78 72 64 58 52 46 41 39 N/A 12 B 46 50 44 43 41 40 39 31 15 45 13 B 46 50 43 41 38 36 34 27 15 41 14 B 48 58 54 53 53 50 47 38 28 55 15 B 47 58 54 53 53 51 49 43 35 56 16 B 47 57 55 54 54 53 53 47 40 58 17 B 46 55 52 51 51 50 50 44 36 56 18 B 36 43 41 39 38 36 37 28 11 42 19 B 42 49 46 44 44 41 41 35 24 47 20 B 50 56 51 52 49 48 47 40 26 53 * Levels in bold red text with red shadingexceed the IPBC criteria for Class A properties and levels in bold orange text with r e shading exceed the criteria for Class B properties. Soundscape Consulting LLC Michigan Illinois Indiana Virginia (734) 418-8663 - (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com E1 Car Wash Mt. Prospect — Sound Propagation Report September 18, 2026 SE No. 2425.3 Page 15 of 35 Figure 8: Single Point Map (dBA) — Car Wash Sound Levels with Entrance and Exit Doors Open, 80 HP Stealth Dryers, and Three Screen Walls Soundscape Consulting LLC Michigan Illinois Indiana Virginia (734) 418-8663 - (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com E1 Car Wash Mt. Prospect — Sound Propagation Report September 18, 2026 SE No. 2425.3 Page 16 of 35 Figure 9: Sound Contour Map (dBA) — Car Wash Sound Levels with Entrance and Exit Doors Open, 80 HP Stealth Dryers, and Three Screen Walls Soundscape Consulting LLC Michigan Illinois Indiana Virginia (734) 418-8663 - (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com E1 Car Wash Mt. Prospect — Sound Propagation Report September 18, 2026 SE No. 2425.3 Page 17 of 35 6.2.2 Evaluation of Compliance for Proposed Project To evaluate IPCB compliance in areas with high ambient levels, we must simulate a measurement of the car wash in operation. A series of calculations then allow for the result to be compared to the IPCB. These steps are briefly described in the following list. An example calculation for Receptor Number 15 is provided in Appendix B, Table 9. 1. Add the predicted ambient level and the predicted car wash facility level at each receptor location to produce the total sound level from all sound sources at that location. Note that this addition is done on a logarithmic basis, and general rules for this process are found in Appendix A. 2. Subtract the ambient level from the total level. This calculation is done on a linear basis, which is simple subtraction. 3. Determine the correction factors from Table 1 in Section 910.106(a)(4) for the differences calculated in Step 2. 4. Linearly subtract the correction factors from the total sound level. 5. Compare the corrected levels to the IPCB regulation. Exceedances indicate that mitigation is required to meet the IPCB regulation. 6. This is repeated for all locations in all octave bands. The total sound level from both the predicted car wash levels and the predicted ambient level for each location is shown in Table 4. The numbers in bold red text with a shaded background indicate octave band sound levels that exceed the IPCB criteria for sound emitted to Class A properties and numbers in bold orangetext with a shaded background. indicate levels that exceed the IPCB criteria for sound emitted to Class B properties. The calculation steps above were applied to these data, resulting in Table 5. The locations that have numbers greater than zero indicate that the project will require mitigation to bring them into compliance. For the ambient corrected sound levels in Table 5, all residential locations meet the IPCB regulation with the 80 HP Stealth dryers and the three screen walls based on the measured ambient level. Three commercial locations do not meet the regulation. Soundscape Consulting LLC Michigan . Illinois Indiana . Virginia (734) 418-8663 . (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com E1 Car Wash Mt. Prospect — Sound Propagation Report September 18, 2026 SE No. 2425.3 Page 18 of 35 Table 4: Total Predicted Spectra at Receptor Locations — Ambient plus Project Sound (80 HP Stealth Dryers and Four Screen Walls) Receptor Number Receptor Property IPCB Class Sound Pressure Level Leq, (dB) at Octave Band Center Frequencies (Hz) 31.5 63 125 250 500 1000 2000 4000 8000 IPCB Criteria - Class A 72 71 65 57 51 45 39 34 32 1 A 69 70 68 64 62 66 60 49 37 2 A 64 65 62 57 55 57 50 39 24 3 A 70 72 68 64 63 66 61 51 39 4 A 70 71 68 64 63 66 61 51 39 5 A 70 71 68 64 63 66 61 50 39 6 A 70 71 68 64 63 66 61 51 39 7 A 70 71 68 64 63 66 61 50 39 8 A 70 71 68 65 63 66 61 50 39 9 A 64 66 63 59 57 60 54 42 29 10 A 62 63 60 56 55 56 50 38 22 11 A 63 64 61 57 55 58 52 39 23 IPCB Criteria — Class B 79 78 72 64 58 52 46 41 39 12 B 70 72 69 65 63 67 62 51 39 13 B 70 71 69 65 63 66 61- 50 38 14 B 68 70 67 63 62 64 5936 15 B 63 65 62 58 57 58 53 44 35 16 B 64 65 63 59 58 60 55 47 40 17 B 64 66 63 59 58 60 55 46 37 18 B 68 69 66 63 61 65 59 48 37 19 B 67 69 66 62 61 64 58 47 35 20 B 70 71 68 65 63 66 61 50 38 * Levels in bold red text with red shading exceed the IPBC criteria for Class A properties and levels in bold orange text with orange shading exceed the criteria for Class B properties. Soundscape Consulting LLC Michigan Illinois Indiana Virginia (734) 418-8663 - (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com E1 Car Wash Mt. Prospect — Sound Propagation Report September 18, 2026 SE No. 2425.3 Page 19 of 35 Table 5: Corrected Project Spectra per IPCB to Determine IPCB Compliance — Ambient plus Project Sound (80 HP Stealth Dryers and Four Screen Walls) Receptor Number Receptor Property IPCB Class Sound Pressure Level Leq, (dB) at Octave Band Center Frequencies (Hz) 31.5 63 125 250 500 1000 2000 4000 8000 IPCB Criteria - Class A 72 71 65 57 51 45 39 34 32 1 A 0 0 0 0 0 0 0 0 0 2 A 0 0 0 0 0 0 0 0 0 3 A 0 0 0 0 0 0 0 0 0 4 A 0 0 0 0 0 0 0 0 0 5 A 0 0 0 0 0 0 0 0 0 6 A 0 0 0 0 0 0 0 0 0 7 A 0 0 0 0 0 0 0 0 0 8 A 0 0 0 0 0 0 0 0 0 9 A 0 0 0 0 0 0 0 0 0 10 A 0 0 0 0 0 0 0 0 0 11 A 0 0 0 0 0 0 0 0 0 IPCB Criteria — Class B 79 78 72 64 58 52 46 41 39 12 B 0 0 0 0 0 0 0 0 0 13 B 0 0 0 0 0 0 0 0 0 14 B 0 0 0 0 0 0 0 0 0 15 B 0 0 0 0 0 0 0 43 35 16 B 0 0 0 0 0 0 17 B 0 0 0 0 0 0 0 44 37 18 B 0 0 0 0 0 0 0 0 0 19 B 0 0 0 0 0 0 0 0 0 20 B 0 0 0 0 0 0 0 0 0 * Levels in bold red text with red shading exceed the IPBC criteria for Class A properties and levels in bold orange text with orange shading exceed the criteria for Class B properties. Soundscape Consulting LLC Michigan Illinois Indiana Virginia (734) 418-8663 - (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com E1 Car Wash Mt. Prospect — Sound Propagation Report September 18, 2026 SE No. 2425.3 Page 20 of 35 6.3 Proposed Project Additional Mitigation 6.3.1 Predicted Sound Levels for Proposed Project— Added Mitigation Package This list is a reminder of the mitigation included in the base project: • 30 HP Stealth Predator Ultra -Quiet drying system • 8-ft tall wall at the south property line as shown on drawings for 128 feet • 12-ft tall wall at the car wash tunnel exit for 20 feet • 8-ft screen wall surrounding the east outdoor vacuum pump • North vacuum pump located on north side of vacuum building within a full enclosure and exhaust stack above roof To reduce levels at the commercial locations to the south, additional mitigation measures were incorporated into the model, which include the following: • Lengthen the 8-ft tall wall at the south property line eastward to a total of 200 feet long Because of poor sightlines, we also examined whether using 30 HP Stealth Predator Ultra Quiet dryers would allow the tunnel exit barrier to be shortened as well as the vacuum building barrier. With these 30 HP dryers, the 12-ft tall screen wall at the tunnel entrance is not required and the 12-ft screen wall at the tunnel exit can be shortened northward by 10 feet, resulting in a barrier that is now 20 feet long. The end of the barrier must be installed as close to the building corner as possible or overlap the building to the west to produce as small a gap as possible between the barrier and the building. Additionally, the previously recommended absorptive acoustical panels can be eliminated if the 30 HP blowers are used. With the above incorporated at the site, the predicted spectra meet the IPCB regulation at all locations. The receptor levels are provided in Table 6. An annotated site map with the mitigation notes is shown in Figure 10. Figure 11 and Figure 12 show the predicted sound level and propagation maps that correspond to the mitigated project. Soundscape Consulting LLC Michigan . Illinois Indiana . Virginia (734) 418-8663 - (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com E1 Car Wash Mt. Prospect — Sound Propagation Report SE No. 2425.3 September 18, 2026 Page 21 of 35 w Ell ...a r, F, "Ind rDy$��'iLMl!iWr� Ili v'gMM'Wm� f HY � � W r � � u r w . Ell �r . ism �y ry Fr UJIw M . Y I Illlllllllllllllllppllllluuum IIIIIII ,I IIII IIII V pp W ITi No 7777' I�u r �ry w mmm. ry� pj �y yy III�II � Vu �.-: mr� I».w�-.u-vv.�A,m...,�. �p �r k L i YYII "� uW qe wM1� ' � I10 � � • ✓� Otlo/�4 �Nu, oT , r d' f M �'" �'Ma. " NSA v M�J� v4;n�aDY�d'w „ MNY .9M%� I'� I.�m �I Ili 0 1 oil �„'I'� '�l � mu ,� ✓rt„� �;,�,mr�am , + l �u err dW d r sae u P e „mraam q ceu< �ma mwir�mol5 m .. ..., p�II . , , ... , , ., `` AM f" " - < ✓� N AI � .. q` urea ^XW lk m „�{� Y 4' a Figure 10: Annotated Project Site Map with Recommended Mitigation Soundscape Consulting LLC Michigan Illinois Indiana Virginia (734) 418-8663 - (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com E1 Car Wash Mt. Prospect — Sound Propagation Report September 18, 2026 SE No. 2425.3 Page 22 of 35 Table 6: Predicted Car Wash Spectra at Receptor Locations with Added Mitigation Package - (Add 30 HP Dryers and Extend Property Line Barrier Wall) Receptor Number Receptor Property IPCB Class Sound Pressure Level Leq (dB) at Octave Band Center Frequencies (Hz) Overall dBA (for ref.) 31.5 63 125 250 500 1000 2000 4000 8000 IPCB Criteria — Class A 72 71 65 57 51 45 39 34 32 N/A 1 A 42 47 41 43 39 39 37 29 13 44 2 A 35 38 33 30 28 26 24 16 1 31 3 A 40 46 42 40 39 38 40 34 22 44 4 A 40 46 42 40 38 36 35 30 23 42 5 A 41 51 47 46 45 45 45 39 29 50 6 A 41 51 47 46 46 45 45 38 27 50 7 A 39 50 45 43 43 42 39 31 18 46 8 A 36 45 41 40 39 37 34 25 9 42 9 A 36 44 40 39 37 33 32 24 9 39 10 A 37 46 44 42 42 39 37 29 14 44 11 A 36 41 40 36 35 32 34 26 6 39 IPCB Criteria — Class B 79 78 72 64 58 52 46 41 39 N/A 12 B 45 50 44 45 41 41 41 34 18 46 13 B 42 46 42 40 40 39 40 32 18 45 14 B 44 54 50 49 49 46 43 35 27 51 15 B 43 54 51 49 48 46 44 39 33 51 16 B 44 52 50 47 46 42 41 34 25 48 17 B 44 50 49 46 44 42 46 40 33 50 18 B 35 41 40 38 37 34 35 27 11 40 19 B 41 47 45 43 42 39 41 35 24 46 20 B 45 50 47 47 44 42 43 36 25 48 * Levels in bold red text with red shading exceed the IPBC criteria for Class A properties and levels in bold orange text with orange shading exceed the criteria for Class B properties. Soundscape Consulting LLC Michigan Illinois Indiana Virginia (734) 418-8663 - (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com E1 Car Wash Mt. Prospect — Sound Propagation Report September 18, 2026 SE No. 2425.3 Page 23 of 35 Figure It: Single Point Map (dBA) — Car Wash Sound Levels with Added Mitigation Package, 30 HP Stealth Dryers and Two Screen Walls Soundscape Consulting LLC Michigan Illinois Indiana Virginia (734) 418-8663 - (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com E1 Car Wash Mt. Prospect — Sound Propagation Report September 18, 2026 SE No. 2425.3 Page 24 of 35 Figure 12: Sound Contour Map (dBA) — Car Wash Sound Levels with Added Mitigation Package, 30 HP Stealth Dryers and Two Screen Walls Soundscape Consulting LLC Michigan Illinois Indiana Virginia (734) 418-8663 - (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com E1 Car Wash Mt. Prospect — Sound Propagation Report September 18, 2026 SE No. 2425.3 Page 25 of 35 6.3.2 Evaluation of Compliance for Proposed Project with Added Mitigation Package The sum of the predicted ambient and project sound levels with the project base mitigation and the Added Mitigation at each octave band at the receptor locations are provided in Table 7 and the corrected spectra are provided in Table 8. Assessing the mitigated car wash sound levels against the corresponding IPCB criteria, the predicted levels will meet the IPCB requirements at all locations. Table 7: Total Predicted Spectra at Receptor Locations — Ambient plus Project Sound (Base + Added Mitigation Package) Receptor Number Receptor Property IPCB Class Sound Pressure Level Leq (dB) at Octave Band Center Frequencies (Hz) 31.5 63 125 250 500 1000 2000 4000 8000 IPCB Criteria - Class A 72 71 65 57 51 45 39 34 32 1 A 69 70 68 64 62 66 60 49 37 2 A 64 65 62 57 55 57 50 39 24 3 A 70 72 68 64 63 66 61 51 39 4 A 70 71 68 64 63 66 61 51 39 5 A 70 71 68 64 63 66 61 50 39 6 A 70 71 68 64 63 66 61 50 39 7 A 70 71 68 64 63 66 61 50 39 8 A 70 71 68 65 63 66 61 50 39 9 A 64 65 63 59 57 60 54 42 28 10 A 62 63 60 56 54 56 49 38 21 11 A 63 64 61 57 55 58 52 39 23 IPCB Criteria — Class B 79 78 72 64 58 52 46 41 39 12 B 70 72 69 65 63 67 62 51 39 13 B 70 71 69 65 63 66 61 50 38 14 B 68 69 67 63 61 64 59 48 36 15 B 63 64 61 57 55 57 50 40 33 16 B 63 64 61 57 55 57 50 38 26 17 B 64 66 63 59 57 60 54 44 34 18 B 68 69 66 63 61 65 59 48 37 19 B 67 69 66 62 61 64 58 47 35 20 B 70 71 68 65 63 66 61 50 38 * Levels in bold red text with red shading exceed the IPBC criteria for Class A properties and levels in bold oratkge text withorange shaditig exceed the criteria for Class B properties. Soundscape Consulting LLC Michigan . Illinois Indiana . Virginia (734) 418-8663 - (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com E1 Car Wash Mt. Prospect — Sound Propagation Report September 18, 2026 SE No. 2425.3 Page 26 of 35 Table 8: Corrected Project Spectra per IPCB to Determine IPCB Compliance — Ambient plus Project Sound with Added Mitigation Package Receptor Number Receptor Property IPCB Class Sound Pressure Level Leq, (dB) at Octave Band Center Frequencies (Hz) 31.5 63 125 250 500 1000 2000 4000 8000 IPCB Criteria - Class A 72 71 65 57 51 45 39 34 32 1 A 0 0 0 0 0 0 0 0 0 2 A 0 0 0 0 0 0 0 0 0 3 A 0 0 0 0 0 0 0 0 0 4 A 0 0 0 0 0 0 0 0 0 5 A 0 0 0 0 0 0 0 0 0 6 A 0 0 0 0 0 0 0 0 0 7 A 0 0 0 0 0 0 0 0 0 8 A 0 0 0 0 0 0 0 0 0 9 A 0 0 0 0 0 0 0 0 0 10 A 0 0 0 0 0 0 0 0 0 11 A 0 0 0 0 0 0 0 0 0 IPCB Criteria — Class B 79 78 72 64 58 52 46 41 39 12 B 0 0 0 0 0 0 0 0 0 13 B 0 0 0 0 0 0 0 0 0 14 B 0 0 0 0 0 0 0 0 0 15 B 0 0 0 0 0 0 0 38 33 16 B 0 0 0 0 0 0 0 0 25 17 B 0 0 0 0 0 0 0 41 33 18 B 0 0 0 0 0 0 0 0 0 19 B 0 0 0 0 0 0 0 0 0 20 B 0 0 0 0 0 0 0 0 0 * Levels in bold red text with red shading exceed the IPBC criteria for Class A properties and levels in bold orange text with orange shading exceed the criteria for Class B properties. Soundscape Consulting LLC Michigan Illinois Indiana Virginia (734) 418-8663 - (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com E1 Car Wash Mt. Prospect — Sound Propagation Report September 18, 2026 SE No. 2425.3 Page 27 of 35 7. Final Note Soundscape Engineering's recommendations pertain only to the acoustical performance aspects of this project. Any impact those recommendations may have on other aspects of the project design and disciplines, such as fire suppression and fire ratings, MEP and ventilation requirements, structural loadings, egress requirements, etc., must be assessed by the appropriate design team members. This concludes our assessment and recommendations. We are happy to elaborate on anything contained within this report. Sincerely, Soundscape Engineering Per: Mandy Kachur, PE, INCE.Bd.Cert. Principal mkachur(cr�SoundscaneEnaineerina. com (734) 494-0322 cc: Evan Gerdes (Alrig) Appendix A: Acoustical Terminology Appendix B: Operations Compliance Appendix C: Equipment Sound Measurements at Reference Sites Appendix D: Stealth Predator "Ultra Quiet" Drying System Soundscape Consulting LLC Michigan . Illinois Indiana . Virginia (734) 418-8663 - (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com E1 Car Wash Mt. Prospect — Sound Propagation Report September 18, 2026 SE No. 2425.3 Page 28 of 35 Appendix A: Acoustical Terminology Sound level is measured in units called decibels (abbreviated dB). Decibels are logarithmic rather than linear quantities and thus a doubling of the sound level does not translate to a mathematical doubling of decibels. Also, our ears do not interpret a doubling of sound energy (two sources instead of one) as a doubling of loudness. The logarithmic nature of dB and our subjective perception of relative sound levels result in the following approximate rules for judging increases in sound. • 1 dB sound level increase or decrease — not detectable • 3 dB sound level increase or decrease -just noticeable (the addition of one identical sound source to an existing source) • 5 dB sound level increase or decrease -clearly perceptible and is often considered significant (the addition of two identical sound sources to an existing source) • 10 dB sound level increase or decrease - perceived as twice as loud/half as loud (the addition of nine identical sound sources to an existing source) These perceived changes in the sound level are mostly independent of the absolute sound level. That is, a 35 dB sound will be perceived as approximately twice as loud as a 25 dB sound, and a 60 dB sound will be perceived as approximately twice as loud as a 50 dB sound. Audible sound occurs over a wide frequency range, from low pitched sounds at approximately 20 hertz (abbreviated as Hz) to high pitched sounds at 20,000 Hz. These frequencies are commonly grouped into octave bands or 1/3 octave bands. Building mechanical systems generally produce sound in the 63 Hz to 1000 Hz octave bands, with the lower frequency sound generated by large fans. Speech is predominantly contained in the 250 Hz to 2000 Hz octave bands. Unweighted or Z-weighted sound level — This level is directly what the microphone records without any adjustment. Spectral levels are generally reported as unweighted levels. In dosimetry work, it is used for evaluating the peak sound level, Lpk, exposure. A -weighted sound level - Humans do not hear equally well at all frequencies. We are especially poor at hearing low frequency sound and are best at hearing sound in the frequency range of speech. A microphone does not have these same characteristics. Therefore, when sound is being measured to determine how well people will be able to hear it, a "weighting" or microphone -to -human correction factor is applied to the sound level measured using a microphone. The most common weighting is the "A - weighting", and the resulting sound level is expressed in A -weighted decibels (dBA). This weighting reduces the low frequency energy contribution to the overall sound level, slightly increases the contribution at the dominant frequencies of speech, and slightly reduces the contribution at high frequencies. Equivalent Sound Level (Leq) is essentially the average sound level in an environment. However, the Leq is a logarithmic average over a period of time and not a simple arithmetic average which means that louder sounds have more influence on the level. Leq can be measured for any time period. It is typically measured for the time increments of 10 minutes, 15 minutes, 1 hour, or 24 hours. Steady sounds, such as fan or pump noise, can be accurately measured for much shorter periods of time, such as 30 to 60 seconds if the equipment is the dominant sound. An A -weighted equivalent sound level is sometimes designated as LAeq though the unit dBA after the decibel level also indicates an A -weighted level. Soundscape Consulting LLC Michigan Illinois Indiana Virginia (734) 418-8663 - (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com E1 Car Wash Mt. Prospect — Sound Propagation Report September 18, 2026 SE No. 2425.3 Page 29 of 35 Decibel addition is not on an arithmetic basis but on a logarithmic basis. This means that the level produced from two sound sources of 60 dBA is 63 dBA and not 120 dBA. While acoustics consultants use this mathematical formula for this calculation, the table below provides a shorthand method of estimation. Only two numbers can be added at a time using this method. For three or more numbers, the process below must be repeated multiple times. When two dB values differ by... ... add the following dB to the higher value. 0 or 1 3 2 or 3 2 4 to 9 1 10 or more 0 Examples: 43 dB + 44 dB = 47 dB (difference between numbers is 1, so add 3 to the highest value) 43 dB + 48 dB = 49 dB (difference between numbers is 5, so add 1 to the highest value) 43 dB + 53 dB = 53 dB (difference between numbers is 10 dB, so add 0 to the highest value) Soundscape Consulting LLC Michigan . Illinois Indiana Virginia (734) 418-8663 - (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com El Car Wash Mt. Prospect — Sound Propagation Report September 18, 2026 SE No. 2425.3 Page 30 of 35 Appendix B: Operations Compliance To determine compliance with the IPCB, the ambient sound level must be considered since it could interfere with an accurate measurement. Provisions for subtraction of the ambient from the measurement i i are provided in Section 910.106(a)(4) of the IPCB. Section 910.106 (a) 4) Correction for Long -Term Background Ambient Sound A) The raw I -hour Loust be corrected for long-term background. ambient sound. Subsection (b) describes Methods to, obtain the, long-term background ambient sound level in the j1h frequency band. The correction is dependent on, the difference (.in decibels) between the raw, I _hour,' j"` band property -line noise source (Lee,) and, corres,ponding j1h,'band long-term 'background ambient sound, level. The correction to, be applicd is as follows:, If the difference between the raw 1-hour L and the long- term background ambient sound is larger than 10 decibels, then the correction is, set to 0., ii,) If the difference between the raw 1-hour 'IL,q and the long- term background ambient sound difference is less than 3 decibels, then, the. �h frequeney-band level, 4�qi, is set to 0. iii) if the difference between the raw 1-hour Lq and the long- tenn background arnbien:t sound is between 3 and 10 decibels, then the correction given in Table I is subtracted fromthe raw,I -hour property -line noise source Leqj, Table 1, Corrections in d13 for long-term. background ambient sound Difference Correction (0), (dB) 3 3 4 2.3 5 1.7 6 1.3 7 1.0 8 0.7 19 0.6 10 0.5 13) The long -termbackgroup d ambient corrected, level is the property line noise source L,,,V, reported for the j1h frequency band. This correction factor is applied if the measured sound level during operations is within ten decibels of the measured ambient. This is because a microphone cannot separate the ambient level from the sound of interest, in this case the car wash, and both are simultaneously recorded and are additive. When the ambient level comes within ten decibels of the car wash sound, the ambient level will increase the measurement, giving a false reading of the car wash sound level. If the ambient level is louder, then it will dominate the measurement. Soundscape Consulting LLC Michigan - Illinois Indiana - Virginia (734) 418-8663 - (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com E1 Car Wash Mt. Prospect — Sound Propagation Report September 18, 2026 SE No. 2425.3 Page 31 of 35 The full calculation for evaluating compliance is presented in Table 9 for Receptor Number 15, with the unmitigated project in operation. This calculation and comparison to the IPCB regulation is repeated for all receptor locations. As shown in the example, the project does not comply at this location in the 4000 Hz octave band. This is indicated by the positive exceedance values at some octave bands. Mitigation will lower the project sound level and should be selected such that no octave bands exceed the IPCB criteria. Table 9: Example Calculation for Evaluation of Compliance at Receptor Number 15 for Base Mitigation Condition Sound Pressure Level Leq, (dB) at Octave Band Center Frequencies (Hz) 31.5 63 125 250 500 1000 2000 4000 8000 Step / Description Predicted Ambient Sound Level 63 64 60 56 54 56 49 35 17 Predicted Project Sound Level 47 58 54 53 53 51 49 43 35 Total Sound Level (Ambient + Project, 63 65 62 58 57 58 53 44 35 on logarithmic basis) Difference (Total Level — Predicted Ambient, 0 1 1 2 2 1 2 7 16 on linear basis) Correction Factors from IPCB Table 1 0 0 0 0 0 0 0 1 0 Based on the Difference Corrected Sound Level (Total Sound Level — Correction Factor, 0 0 0 0 0 0 0 43 35 on linear basis) IPCB Criteria — Class B 79 78 72 64 58 52 46 41 39 Exceedance of IPCB Criteria (Corrected Level — IPCB Criteria, on a - - - - - - - 1.6 - linear basis with the lowest value at 0) * Levels in bold orange text withorange shading exceed the IPBC criteria for Class B properties. Soundscape Consulting LLC Michigan Illinois Indiana Virginia (734) 418-8663 - (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com E1 Car Wash Mt. Prospect — Sound Propagation Report September 18, 2026 SE No. 2425.3 Page 32 of 35 Appendix C: Equipment Sound Measurements at Reference Sites Sound levels were measured at existing El Car Wash locations in Brighton and Madison Heights in Michigan. These locations use the same blower system as originally proposed for the Mt. Prospect location. Measurements were taken 25 feet from the tunnel entrance and exit (doors both open and closed with blowers on) and at 1 meter from the vacuum nozzles. Results are shown in Table 10 and Table 11. The octave band sound levels are unweighted decibels (dB) and the rightmost column is the A -weighted overall level of all the bands (dBA). The car wash equipment levels were consistent between the two sites except for the 31.5 and 63 Hz levels at Madison Heights. We believe these levels were influenced by chiller noise coming from a building to the north because the elevated level was also present in the ambient measurement. For modeling, octave band sound levels are used because sound propagation and its interaction with objects are frequency dependent. The higher level of the two locations was used for calibration, to be conservative. Table 10: Car Wash Sound Levels in dB at Brighton and Madison Heights Octave Band Center Frequency, Hz Overall Condition (Location) dBA 31.5 63 125 250 500 1000 2000 4000 8000 Exit, Blowers On, Doors 73 77 80 80 82 81 80 75 66 86 Open (Brighton) Exit, Blowers On, Doors 73 84 76 81 81 82 81 75 67 87 O en Madison Heights) Exit, Blowers On, Doors 70 75 77 76 75 72 70 63 53 77 Closed (Brighton) Exit, Blowers On, Doors 73 82 74 77 73 73 71 63 52 78 Closed (Madison Heights) Entrance, Doors Open 71 75 77 77 75 74 74 67 57 80 (Brighton) Entrance, Doors Open 77 84 75 79 76 75 75 68 58 80 (Madison Heights) Entrance, Doors Closed 69 72 71 68 62 60 58 50 37 66 (Brighton) Entrance, Doors Closed 75 80 67 69 62 61 59 52 40 67 Madison Heights) Note: These levels were measured at a point directly in front of the entrance or exit at a distance of 25 ft. Table 11: Vacuum Sound Levels in dB at Brighton and Madison Heights Condition (Location) Octave Band Center Frequency, Hz Overall dBA 31.5 63 125 250 500 1000 2000 4000 8000 Nozzle Outside Sheath (Brighton) 63 66 63 56 58 59 63 64 68 70 Nozzle Outside Sheath (Madison Heights) 69 71 66 66 60 65 74 70 67 77 Note: These levels were measured at a distance of 1 meter from the nozzle. Soundscape Consulting LLC Michigan Illinois Indiana Virginia (734) 418-8663 - (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com E1 Car Wash Mt. Prospect — Sound Propagation Report September 18, 2026 SE No. 2425.3 Page 33 of 35 Figure 13: Brighton (left) and Madison Heights (Right) E1 Car Wash Exit Figure 14: Vacuum Area at Madison Heights Location Soundscape Consulting LLC Michigan Illinois Indiana Virginia (734) 418-8663 - (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com E1 Car Wash Mt. Prospect — Sound Propagation Report September 18, 2026 SE No. 2425.3 Page 34 of 35 Appendix D: International Drying Corp. - Stealth Predator "Ultra Quiet" Drying System INTERNATIONAL DRYING STEALTH PREDATOR DRYING SYSTEM Soundscape Consulting LLC Michigan . Illinois Indiana Virginia (734) 418-8663 - (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com E1 Car Wash Mt. Prospect — Sound Propagation Report SE No. 2425.3 �� rt is 3 0 feet 61.8 fit, t, feet September 18, 2026 Page 35 of 35 , W "t 6.9 dBA at 1, 55 feet The Stealth Predator, "features eII ' n r tc g creates the first "lultria-Quiet Dryer" and is the mast powerful Ultra Quielt Dryer ever designield. 10, 0# [ A SPECIFICATIONS Soundscape Consulting LLC Michigan Illinois Indiana Virginia (734) 418-8663 - (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com This report summarizes the methodologies, results, and findings of a traffic impact study conducted by Kenig, Lindgren, O'Hara, Aboona, Inc. (KLOA, Inc.) for a proposed car wash to be located in Mount Prospect, Illinois. The site, which is currently occupied by a vacant building previously occupied by a CVS Pharmacy, is located in the southwest quadrant of the intersection of Kensington Road with Rand Road. The plans call for redeveloping the site to provide a 4,830 square -foot automated car wash tunnel with 28 vacuum stalls. Access will continue to be provided off Rand Road and Main Street. The purpose of this study was to examine background traffic conditions, assess the impact that the proposed development will have on traffic conditions in the area, and determine if any roadway or access improvements are necessary to accommodate traffic generated by the proposed development. Figure I shows the location of the site in relation to the area roadway system. Figure 2 shows an aerial view of the site. The sections of this report present the following: Existing roadway conditions A description of the proposed development Directional distribution of the development -generated traffic Vehicle generation for the proposed development Future traffic conditions including access to the development Traffic analysis for the weekday morning, weekday evening, and Saturday midday peak hours Recommendations with respect to the adequacy of the development's access system and adjacent roadway network Traffic capacity analyses were conducted for the weekday morning, weekday evening, and Saturday midday peak hours for the following conditions: 1. Existing Condition - Analyzes the capacity of the existing roadway system using existing peak hour traffic volumes in the surrounding area. 2. Year 2031 No -Build Condition — Analyzes the capacity of the existing roadway system using the existing peak hour traffic volumes increased by an ambient growth factor to project Year 2031 background conditions. 3. Year 2031 Total Projected Condition - The future projected traffic volumes include the existing traffic volumes increased by an ambient area growth factor (growth not attributable to any particular development) and the traffic estimated to be generated by the proposed car wash. Alowit Prospect". Illihois 0A N N I .0 0 PEN M 1 .4 0 C Existing transportation conditions in the vicinity of the site were documented based on field visits conducted by KLOA, Inc. in order to obtain a database for projecting future conditions. The following provides a description of the geographical location of the site, physical characteristics of the area roadway system including lane usage and traffic control devices, and existing peak hour traffic volumes. r The site, which currently contains a vacant building, is located at 1 East Rand Road in Mount Prospect, Illinois. Land uses in the vicinity of the site are primarily commercial and residential and include a Chipotle, Wild Fork, Five Guys, Lush Nail Spa, and Kimber Automotive. The site is bordered by Kensington Road to the north, Rand Road to the east, Main Street to the west, and Intelligent Plumbing Services and Kimber Automotive to the south. The characteristics of the existing roadways serving the subject property are described below and illustrated in Figure 3. US 12 (Rand Road) is a northwest -southeast other principal arterial roadway that in the vicinity of the site provides two travel lanes in each direction. At its signalized intersection with IL 831 US 12 provides two through lanes and an exclusive right -turn lane on the northwestbound approach and an exclusive left -turn lane, two through lanes, and a shared through/right-turn lane on the southeastbound approach. A high -visibility crosswalk is provided on the southeastbound approach. At its signalized intersection with Kensington Road, US 12 provides an exclusive left -turn lane, a through lane, and a shared through/right-turn lane with right -turn movements channelized on the northwestbound approach and an exclusive left -turn lane and three through lanes on the southeastbound approach. A high -visibility crosswalk is provided on the northwestbound approach. At its unsignalized intersection with the site access drive, US 12 provides two through lanes on the northwestbound approach and three through lanes that transition along to site frontage to two lanes approximately 225 feet south of Kensington Road on the southeastbound approach. At the existing site access drive, the roadway is wide enough to accommodate two through lanes and a shared through/right-turn lane. Left -turn movements on the northwestbound approach can be accommodated by the striped median. At its unsignalized intersections with the Just Tires/Kimber Automotive access drives, US 12 provides a through lane and a shared through/right- turn lane on the northwestbound and southeastbound approaches. Left -turn movements on both approaches can be accommodated by the striped median. US 12 is designated as a Strategic Regional Arterial (SRA), is under the jurisdiction of the Illinois Department of Transportation (IDOT) and carries an annual average daily traffic (AADT) of 21,400 vehicles east of IL 83, 20,800 vehicles between IL 83 and Kensington Road, and 20,300 vehicles south of Kensington Road (IDOT 2025). US 12 has a posted speed limit of 40 miles per hour. (7ar �1`tish ICALOANVIkk IL 83 (Elmhurst / is a north -south other principal arterial road way that in the vicinity of the site provides two travel lanes in each direction. At its signalized intersection with US 12, IL 83 provides an exclusive left -turn lane, a through lane, and a shared through/right-turn lane on the northbound and southbound approaches with right -turn movements channelized on the southbound approach. A high visibility crosswalk is provided on the southbound approach. A its signalized intersection with Kensington Road, IL 83 provides an exclusive left -turn lane, a through lane, and a shared through/right-turn lane on the northbound approach and a through lane and a shared through/right-turn lane on the southbound approach. A high -visibility crosswalk is provided on the northbound approach. At its unsignalized intersection with the site access drive, IL 83 provides a through lane and a shared through/right-turn lane on the northbound approach and a shared left-turn/through lane and a through lane on the southbound approach. IL 83 is designated as an SRA, is under the jurisdiction of IDOT, and carries an AADT of 16,200 vehicles north of US 121 14,200 vehicles between US 12 and Kensington Road, and 16,400 vehicles south of Kensington Road (IDOT 2025). IL 83 has a posted speed limit of 35 miles per hour. Kensington Road is an east -west major collector roadway that in the vicinity of the site provides two travel lanes in each direction. At its signalized intersection with US 12, Kensington Road provides a through lane and a shared through/right-turn lane on the eastbound approach and a shared left-turn/through lane, a through lane, and an exclusive right -turn lane on the westbound approach. A high -visibility crosswalk is provided on the westbound approach. At its signalized intersection with IL 83, Kensington Road provides a shared left-turn/through lane, a through lane, and an exclusive right -turn lane on the eastbound approach and a shared left-turn/through lane and a shared through/right-turn lane on the westbound approach. A high -visibility crosswalk is provided on the eastbound approach. Kensington Road is under the jurisdiction of the Village of Mount Prospect east of IL 83 and under the jurisdiction of IDOT west of IL 83, carries an AADT of 6,500 vehicles east of IL 831 6,400 vehicles between IL 83 and US 12, and 8,500 vehicles west of US 12 (IDOT 2025), and has a posted speed limit of 30 miles per hour east of IL 83 and 35 miles per hour west of US 12. As a part of the Rand Road Corridor Plan, which was approved by the Village of Mount Prospect Board of Trustees in February 2017, the Village is improving the roadway geometry of the US 12/IL 83/Kensington Road intersection. The Village is currently in Phase II (right-of-way acquisition and design engineering) where the project plans and specifications are developed and the property is acquired. The following lists the proposed improvements to the roadway network with construction anticipated to begin in 2026: US 12 with IL 83 O US 12 will be restriped on the northwestbound approach to provide two through lanes and a shared through/right-turn lane. 0 IL 83 will be widened to provide another exclusive left -turn lane on the northbound and southbound approaches. Car 1 s US 12 with Kensington US 12 will be widened on the northwestbound approach to provide another through lane. Kensington Road will be widened to provide an exclusive right -turn lane on the eastbound approach and an exclusive left -turn lane on the westbound approach. IL 83 with Kensington Road IL 83 will be widened to provide another through lane and an exclusive right -turn lane on the northbound approach and an exclusive right -turn lane on the southbound approach. Kensington Road will be widened to provide an exclusive left -turn lane on the eastbound and westbound approaches. In order to determine current traffic conditions in the vicinity of the site, KLOA, Inc. conducted peak period traffic counts using Miovision Scout Collection Units on Tuesday, September 30, 2025, during the weekday morning (7:00 A.M. to 9:00 A.M.) and weekday evening (4:00 P.M. to 6:00 P.M.) peak hours and on Saturday, September 27, 2025, during the Saturday midday peak hour (12:00 P.M. to 2:00 P.M.) at the following intersections: US 12 with IL 83 US 12 with Kensington Road IL 83 with Kensington Road US 12 with Just Tires/Kimber Automotives north access drives US 12 with Just Tires/Kimber Automotives south access drives The results of the traffic counts showed that the weekday morning peak hour of traffic occurs from 7:45 A.M. to 8:45 A.M., the weekday evening peak hour of traffic occurs from 4:45 P.M. to 5:45 P.M., and the Saturday midday peak hour of traffic occurs from 12:00 P.M. to 1:00 P.M. Figure 4 illustrates the existing peak hour traffic volumes. Copies of the traffic count summary sheets are included in the Appendix. KLOA, Inc. obtained crash data.l for the most recent available five years (2020 to 2024) for the triangle intersection of US 12 with IL 83 and Kensington Road and IL 83 with Kensington Road, and US 12 with the Just Tires/Kimber Automotives access drives. A summary of the crashes at the intersections can be found in Tables 1 and 2. A review of the crash data indicates that no fatalities were reported at the intersections within the study area. 1 IDOT DISCLAIMER: The motor vehicle crash data referenced herein was provided by the Illinois Department of Transportation. Any conclusions drawn from analysis of the aforementioned data are the sole responsibility of the data recipient(s). lir 7.s H ZW aw U) 2 ❑A 0 ti (Z`r 1 171 (268) 12081 61 (73) [92] KENSINGTON ' B RO AD 209 (206) 12141 195 (79) [84] L, 4,0 ti NtDd� Z & T s M�U 12 P_ c NININNIN 6 111111111111111111111111111111 v O/ !'J e061 ( 1[[2311 BSO Jam' 6083 (268)131) j-- 14 (22) [491 207 (226) 12471 —► 77 (71) [641 6.`14 111111111 All �' I6' 9 99SJ �B9J Nill6.9J AIN_ - Is �cz Z r cl ILE NOT TO SCALE �pr`J� �R��S I09SNils, /9 , / 5 S9, OJT �1 J5 �5 Isis slsNs el J� O� /Q �9 ,r 6�Oi 9 eOJ�0'-0i !20j9J /*/-A OJ 9J�9 O O\ LEGEND US ROUTE 12 Q DISCOUNT TIRE 00 -WEEKDAY AM PEAK HOUR (8:00-9:00 AM) E NORTH ACCESS (00) - WEEKDAY PM PEAK HOUR (5:00-6:00 PM) [001 - SATURDAY MIDDAY PEAK HOUR (12:00-1:00 PM) COMMERCIAL 1f1w0A DEVELOPMENT EXISTING TRAFFIC VOLUMES MT PROSPECT, I L L I N O I S Kenig,Lindgren,0'Hara,Aboona,lnc. 1 V, Job No: 26-079 Figure: 4 8 Table 1 US 125 IL 83, AND KENSINGTON ROAD — CRASH SUMMARY Year Type of Crash Severity PD 2020 6 0 0 9 3 17 0 35 27 0 0 2021 4 1 1 7 3 19 0 35 27 0 0 2022 5 0 0 8 2 12 0 27 21 0 0 2023 7 0 0 7 3 15 1 33 27 0 0 2024 7 0 0 6 5 13 0 31 18 0 0 Total 29 1 1 37 16 76 1 161 120 0 0 Avg 5.8 <1.0 <1.0 7.4 3.2 15.2 <1.0 32.2 24.0 -- A — Angle; HO — Head On; 0 — Object; RE — Rear End; S — Sideswipe; T — Turning PD — Property Damage; I — Injury; F - Fatal Table 2 US 12 WITH JUST TIRES/KIMBER AUTOMOTIVES ACCESS DRIVES — CRASH SUMMARY Year Type of Crash Severity PD 2020 0 0 0 0 1 1 1 3 3 0 0 2021 0 0 0 2 0 0 0 2 2 0 0 2022 1 0 0 3 0 1 0 5 2 0 0 2023 0 0 0 0 0 2 0 2 2 0 0 2024 1 0 0 0 0 1 0 2 1 0 0 Total 2 0 0 3 1 5 1 14 10 0 0 Avg <1.0 -- -- <1.0 <1.0 1.0 <1.0 2.8 2.0 -- -- A — Angle; HO — Head On; 0 — Object; RE — Rear End; S — Sideswipe; T — Turning PD — Property Damage; I — Injury; F - Fatal r 'ls In order to properly evaluate future traffic conditions in the surrounding area, it was necessary to determine the traffic characteristics of the proposed development, including the directional distribution and volumes of traffic that it will generate. �E �1 N� I M0 As proposed, the plans call for redeveloping the site to provide a 4,830 square -foot automated car wash tunnel with 28 vacuum stalls. Access to the site will be provided via the following: • The existing full movement access drive off US 12 located approximately 300 feet south of Kensington Road will be converted into a right-in/right-out access drive. This access drive will provide one inbound lane and one outbound lane with outbound movements restricted to right -turn movements only. The restriction will be enforced physically via an island median and via signage. Outbound movements should be under stop sign control. • The existing full -movement access drive off IL 83 located approximately 310 feet south of Kensington Road will be converted into a right-in/right-out access drive. This access drive will provide one inbound lane and one outbound lane with outbound movements restricted to right -turn movements only. The restriction will be enforced physically via an island median and via signage. Outbound movements should be under stop sign control. The automated car wash tunnel will be located on the west side of the site, oriented north -south with vacuum stalls located on the east side of the tunnel and in the middle of the site. Access to the car wash tunnel entrance will be provided via the drive aisle along the Rand Road frontage and will provide three approach lanes and two pay stations. Approximately 50 feet before the pay stations, the three approach lanes will merge into two approach lanes and immediately after the pay stations, the two approach lanes will narrow to one lane that leads to the entrance of the car wash tunnel. As proposed, the single -lane automatic car wash tunnel will be an exterior -only car wash system and will provide one-way, counterclockwise circulation. Manual and automated controls will increase, decrease, or stop vehicle flow through the car wash. The entrance to the car wash will be oriented towards the north of the site and the exit will be located towards the south. The gates will meter the traffic flow proceeding to the car wash tunnel entrance and will open in sequence based on the order of vehicle arrival. Once the gate is lifted for the respective lane, the individual vehicle will proceed west and then perform a left turn to face the entrance to the car wash tunnel. At the entrance to the car wash tunnel, the driver will remain in the vehicle and the car wash will automatically pull the vehicle through the tunnel. After exiting the tunnel, the vehicles will proceed to either use the vacuum stalls or exit the site via the access drives. (, `tis Circulation through the vacuum stalls will be provided via the two-way drive aisle along the south border of the site. All vehicles will have access to the vacuum stalls before and after utilizing the car wash. Car Wash Stacking Based on a review of the site plan, there will be stacking for a total of approximately 46 vehicles to queue in the three approach lanes from the drive aisle to the entrance of the drive -through system. In addition, approximately six vehicles can be stacked inside the tunnel for a total stacking of 52 vehicles without impacting or blocking external drive aisles. Car Wash Wayt+ ►, ; The following wayfinding and traffic control signage is recommended: Wayfinding signage should be posted to guide vehicles to the respective car wash stacking area to minimize vehicle turning movements within the internal site circulation area. Wayfinding signage should be posted at the exit of the car wash tunnel to direct vehicles exiting the car wash to either the access drives or the vacuum stalls. A "Do Not Enter" sign should be posted at the exit of the car wash tunnel to deter opposing traffic from entering the car wash tunnel from the one-way exit direction. ® A stop sign should be provided at the western end of the vacuum stall drive aisles in order to promote free -flow movement for vehicles entering and exiting the site. Nine of the vacuum stalls will be located on the east side of the full -service tunnel and 19 will be located in the middle and eastern portion of the site. A two-way drive aisle will be provided, allowing flexibility for vehicles to access the vacuum area before or after the car wash and vehicles exiting the vacuum stalls to utilize the two-way drive aisle to exit the site. Queue Evaluation Based on information provided to KLOA, Inc. for a similar site, the average car wash processes approximately 100 to 120 vehicles per hour. Below is the maximum number of vehicles that can be processed through the tunnel in one (1) hour. The belt moves 100 feet per minute. Given the tunnel is 140 feet in length, it will take approximately 84 seconds for one vehicle to go through. ® Each vehicle needs 30 feet of space (space between vehicles) r 'ls • Based on the above, approximately 3.33 vehicles can be processed every minute (100 ft/min = 30 ft of space) • Over an hour this would translate into 200 vehicles per hour (3.33 cars X 60 minutes) Regular Operations In order to determine the anticipated queue based on the estimated trips that will be generated by the proposed car wash and the typical service rate, the Poisson Distribution formula was applied assigning random arrivals of vehicles. It is important to note that the Poisson Distribution formula is a discrete probability distribution that models the number of times a random, independent event occurs within a fixed interval of time or space. Examples where the Poisson Distribution formula has been utilized include the number of patients arriving at an emergency room between a specific time, number of cars passing through a toll booth per day and the number of arrivals at a car wash in one hour. Assuming a random arrival rate of 78 vehicles (trip generation for the Saturday midday peak hour), the 95th percentile queue will be between ten to eleven vehicles with a five percent chance of it being longer than eleven vehicles. This calculated queue is very similar to the results of surveys at completed by others at two facilities in Florida and observations completed by KLOA, Inc. at a similar facility in Glen Ellyn, Illinois. As such, the proposed stacking of 46 vehicles will be more than adequate to accommodate the peak hour trip generation and the projected queues during normal/regular day operations. Peak Operations Typical of any car wash, peak operations (design day) normally occur after a weather event such as a snowfall or a rain event. Based on historical data from other car washes, this typically occurs 12 to 15 times per year. During these times, the belt is operated at its maximum service rate (200 vehicles per hour). Taking into account the maximum service rate and applying the Poisson Distribution formula, the car wash will have to experience over 188 inbound vehicles per hour to reach a 95tn percentile queue of 46 vehicles. Based on historical information provided by the operator of a similar facility in Michigan, the highest number of vehicles entering the car wash in one hour was 130 vehicles. Based on this, the maximum hourly inbound trip generation is approximately 30 percent lower than the maximum needed to reach a 46-vehicle queue. As such, the proposed vehicle stacking before the gates coupled with the maximum service rate will be able to accommodate the anticipated maximum hourly trip generation lir 7.s The directions from which vehicles will approach and depart the site were estimated based on existing travel patterns, as determined from the traffic counts. Figure 5 illustrates the directional distribution of the car wash -generated traffic. The estimates of traffic to be generated by the car wash are based upon the proposed land use type and size. The volume of traffic generated for the car wash was estimated using data published in the Institute of Transportation Engineers (ITE) Trip Generation Manual, 12th Edition. The "Automated Car Wash" (Land Use Code 948) rate was used. Table 3 tabulates the weekday morning, weekday evening, and Saturday midday vehicle trips anticipated to be generated by the car wash. It should be noted that trips made to car washes are typically diverted from the existing traffic on the roadway system. This is particularly true during the weekday morning and evening peak hours when traffic is diverted from the home -to -work and work -to -home trips. Such diverted trips are referred to as pass -by traffic. However, in order to present a worst -case scenario, no reduction in the site -generated traffic was assumed for this study. Alount Prwv)ect, Illinois 13 OA I The total projected traffic volumes include the existing traffic volumes, increase in background traffic due to growth, and the traffic estimated to be generated by the proposed car wash. The estimated traffic volumes that will be generated by the proposed car wash were assigned to the roadway system in accordance with the previously described directional distribution (Figure 6). The traffic assignment for the development is illustrated in Figure 6. The existing traffic volumes (Figure 4) along the external roadways were increased by a regional growth factor to account for the increase in existing traffic related to regional growth in the area (i.e., not attributable to any particular planned development). Based on ADT projections provided by the Chicago Metropolitan Agency for Planning (CMAP), the existing traffic volumes are projected to increase by approximately 0.6 percent per year. Therefore, the existing traffic volumes were increased by a total of four percent (one-year buildout plus five years) to represent Year 2031 conditions. A copy of the CMAP projections letter is included in the Appendix. The Year 2031 no -build traffic volumes are illustrated in Figure 7. TotalProjected e The car wash -generated traffic was added to the existing traffic volumes accounting for background growth to determine the Year 2031 total projected traffic volumes, as illustrated in Figure 8. (7(ir ��J�`tish IrlwoAllikk W06111= N z w NOT TO SCALE aw co �A KENSINGTON © KUAD rn Go ... N - N - M ®M 12 VNIN eIs ® SITE b 1$ Is 9�Jm e � ro W 18 (,33) [421 ^) M .'1�' ko �� N O�Q� !l! _' '< LEGEND 00 -WEEKDAY AM PEAK HOUR (8:00-9:00 AM) (00) - WEEKDAY PM PEAK HOUR (5:00-6:00 PM) [001 - SATURDAY MIDDAY PEAK HOUR (12:00-1:00 PM) COMMERCIAL DEVELOPMENT SITE -GENERATED TRAFFIC VOLUMES M T PROSPECT, I L L I N O I S Kenig,Lindgren,0'Hara,Aboona,lnc. i V, Job No: 26-079 Figure: 6 17 H ZW aw U) r� ❑ A M Q CIO v V 0 Ln o L 0 (0) 101 1 178 (279) 12161 Illululu 63 (76) 1961 KENSINGTON ' B RO AD 217 (214) 12231 -4- 203 (82) [87] ko c" N � L Lc) N � LnLn 12 a '` NNI I's IN 1000 6 p !6�60J L 86 (136) 11101 9J� 166 (279) 12401 r 15 (23) [51 ] 215 (235) 12571 ulll 80 (74) [67] 69l� ,�J6�fJ NOT TO SCALE ^ M ^ ti M �--� L N M �--� L_j Ln _ V 00 CO � Q 'w r96S, s�� �c'98J9J� Is �cz ZILE 0 r 54 O V3 R/ OVi ' 5 r LEGEND US ROUTE 12 Q DISCOUNT TIRE 00 -WEEKDAY AM PEAK HOUR (8:00-9:00 AM) E NORTH ACCESS (00) - WEEKDAY PM PEAK HOUR (5:00-6:00 PM) [001 - SATURDAY MIDDAY PEAK HOUR (12:00-1:00 PM) COMMERCIAL lflw0A DEVELOPMENT YEAR 2031 NO -BUILD TRAFFIC VOLUMES MT PROSPECT, I L L I N O I S Kenig,Lindgren,0'Hara,Aboona,lnc. 1 V, Job No: 26-079 Figure: 7 18 H ZW aw U) ^ M ^ Ln Q M u L n ti ti c0 CO V M Q CO � Q Lc) r 1 FA]��98JJCID O !' ♦ S J ^ _ M Q QLn V 0 o L 0 (0) 101 1 178 (279) 12161 63 (76) 1961 Illululu KENSINGTON ' ROAD 219 (216) 12261 -4- 203 (82) [871 o, c o, N N o I"", ❑ � US ROUTE 1 M .-.IS s L Q p s ti -- Gz 12 N NIN e s IN SITE 1p9s � �� Off♦ "' CID l L 18 (33) [421 /y ^ ^ ®® �' .1 OJ ❑ C NOT TO SCALE d s' 0 I %' e2 mLID Q N Lf1 LO oco ti00 Q Q °O099�f O�'ti01�`�•� ti, ♦O!6 E� ♦�. lO 9/6JJ� 218 (241) 12651 -► 82 (76) [701 LEGEND 00 -WEEKDAY AM PEAK HOUR (8:00-9:00 AM) (00) - WEEKDAY PM PEAK HOUR (5:00-6:00 PM) [001 - SATURDAY MIDDAY PEAK HOUR (12:00-1:00 PM) L 86 (136) 11101 166 (279) 12401 j-- 19 (29) [591 111111111111 iO 9 !' �6♦�j ��OJ OJ r Iss !Ip� pJ COMMERCIAL DEVELOPMENT YEAR 2031 TOTAL TRAFFIC VOLUMES M T PROSPECT, I L L I N O I S Kenig,Lindgren,0'Hara,Aboona,lnc. i V, Job No: 26-079 Figure: 8 19 The following provides an evaluation conducted for the weekday morning, weekday evening, and Saturday midday peak hours. The analysis includes conducting capacity analyses to determine how well the roadway system and access drives are projected to operate and whether any roadway improvements or modifications are required. Roadway and adjacent or nearby intersection analyses were performed for the existing (Year 2025) traffic volumes as well as future no -build and total projected (Year 2031) traffic volumes. The traffic analyses were performed using the methodologies outlined in the Transportation Research Board's Highway Capacity Manual (HCM), 7th Edition and analyzed using Synchro/SimTraffic 12 software. The analyses for the traffic -signal controlled intersections were accomplished using actual cycle lengths and phasings to determine the average overall vehicle delay and levels of service. The analyses for the unsignalized intersections determine the average control delay to vehicles at an intersection. Control delay is the elapsed time from a vehicle joining the queue at a stop sign (includes the time required to decelerate to a stop) until its departure from the stop sign and resumption of free flow speed. The methodology analyzes each intersection approach controlled by a stop sign and considers traffic volumes on all approaches and lane characteristics. The ability of an intersection to accommodate traffic flow is expressed in terms of level of service, which is assigned a letter from A to F based on the average control delay experienced by vehicles passing through the intersection. The Highway Capacity Manual definitions for levels of service and the corresponding control delay for signalized intersections and unsignalized intersections are included in the Appendix of this report. Summaries of the traffic analysis results showing the level of service and overall intersection delay (measured in seconds) for the existing, Year 2031 no -build, and Year 2031 total projected conditions are presented in Tables 4 through 9. A discussion of the intersections follows. Summary sheets for the capacity analyses are included in the Appendix. r 1 17 Pf 0M0 N r-� - 00 M Q Qa� N r--, �7-) O Q • M N M o0 O� _ r-+ M m� ,c Wo���ooW�r C 0 00 � Wor-- r- ; `p 4oc 06 r--+ oo� 00 oc I I I oc I I I 00 Q oo `O 00 oc Q N U U cv Q `O U U O Q N U N o0 U O N I I I I C0 I M I I 00 Q `O WC--� 00 H Wr��W`ooc C-� cY;cr,W o0 W c INC � r cn "Ic oo IC oo H 00 r + M �,6 o0 r--� + C� 00 r--� + C-� C� 4-� �,6 0*� C� C� cl� all) • ,__, 7� 1 1 1suoillpuoa 1 1 N ct � Q N Q _ M oo Q Q N _ u Q O _ �7-) • N N N N M N N M N 00 oo oo�W�� oo �+ �+ � w C*� oc C*� C*) oc C*) C� o0 o0 V-) M M M `O - � 00 --+ � + � 00 M � 00 cc;+ � 00 M � + I + 1 I I oc I I I oc 0 oc P--� u u N u N N N N M N SUOIJIPU03 lluilsixg suoillpuoa1 1 ct � Q N N N kn kr) u C*� u O C*) u O O u • O O O O O O N N N W N M W 00 W� O `p r kn� WC,� N Q O M O W�,c 00 W C N 0 Q O M oc I 00 _ N M M O � + 00 00 + I + I I I oc I I I oc w + w oc wr--� w + w o0 wr-� 0� oc oc 1 1 1suoillpuoa 1 1 � Q N Table 7 CAPACITY ANALYSIS RESULTS EXISTING CONDITIONS — UNSIGNALIZED US 12 with Just Tires/Kimber Automotives North Access Drives • Northeastbound B 12.3 -- -- Approach • Northwestbound Left B 10.7 B 10.5 -- -- Turn • Southeastbound Left B 10.6 Turn • Southwestbound Approach -- -- -- -- -- -- US 12 with Just Tires/Kimber Automotives South Access Drives • Northeastbound C 15.2 C 19.4 B 13.9 Approach • Northwestbound Left B 10.7 B 10.5 B 10.5 Turn • Southeastbound Left A 9.3 B 11.1 -- -- Turn • Southwestbound C 20.6 C 18.3 C 15.9 Approach LOS = Level of Service 1 — All -way stop control Delay is measured in seconds. 2 — Two-way stop control Table 8 CAPACITY ANALYSIS RESULTS NO -BUILD PROJECTED CONDITIONS — UNSIGNALIZED US 12 with Just Tires/Kimber Automotives North Access Drives Northeastbound B 12.5 -- -- Approach Northwestbound Left B 11.0 B 10.7 -- -- Turn Southeastbound Left B 10.8 Turn Southwestbound Approach -- -- -- -- -- -- US 12 with Just Tires/Kimber Automotives South Access Drives • Northeastbound C 15.7 C 20.2 B 14.2 Approach • Northwestbound Left B 10.9 B 10.7 B 10.7 Turn Southeastbound A 9.4 B 11.4 -- -- Left Turn Southwestbound C 21.4 C 19.1 C 16.4 Approach LOS = Level of Service 1 — All -way stop control Delay is measured in seconds. 2 — Two-way stop control Table 9 CAPACITY ANALYSIS RESULTS TOTAL PROJECTED CONDITIONS — UNSIGNALIZED US 12 with Just Tires/Kimber Automotives North Access Drives • Northeastbound B 12.7 -- -- Approach • Northwestbound Left B 11.0 B 10.8 -- -- Turn • Southeastbound Left B 10.8 Turn Southwestbound Approach -- -- -- -- -- -- US 12 with Just Tires/Kimber Automotives South Access Drives • Northeastbound C 15.9 C 20.6 B 14.5 Approach • Northwestbound Left B 11.0 B 10.9 B 10.9 Turn Southeastbound Left A 9.4 B 11.4 -- -- Turn Southwestbound C 21.5 C 19.2 C 16.5 Approach US 12 with Site Access Drive Northeastbound B 15.0 B 14.7 B 15.0 Approach IL 83 with Site Access Drive Westbound Approach B 12.5 B 13.6 B 12.8 LOS = Level of Service 1 — All -way stop control Delay is measured in seconds. 2 — Two-way stop control The following summarizes how the intersections are projected to operate and identifies any roadway and traffic control improvements necessary to accommodate the development -generated traffic. US 12 (Rand Road) with IL 83 (Main Street)lKensington Road Given the proximity of the signalized intersections of US 12 (Rand Road) with IL 83 (Main Street) and Kensington Road and the signalized intersection of IL 83 with Kensington Road the three intersections operate as a coordinated signal cluster. The close proximity, short roadway segments, and limited intersection capacity result in increased delays and queueing along the external approaches entering the intersection. Furthermore, with limited queue storage on Kensington Road, vehicles waiting to turn left within the intersection can block the progression of traffic through the system. As previously indicated, the Village of Mount Prospect in coordination with the Illinois Department of Transportation are currently in Phase II (right-of-way acquisition) for significant capacity improvements to improve the flow of traffic through these intersections. These improvements include the following: US 12 with IL 83 US 12 will be restriped on the northwestbound approach to provide two through lanes and a shared through/right-turn lane. IL 83 will be widened to provide another exclusive left -turn lane on the northbound and s outhb ound approaches. US 12 with Kensington Road US 12 will be widened on the northwestbound approach to provide another through lane. Kensington Road will be widened to provide an exclusive right -turn lane on the eastbound approach and an exclusive left -turn lane on the westbound approach. IL 83 with Kensington Road IL 83 will be widened to provide another through lane and an exclusive right -turn lane on the northbound approach and an exclusive right -turn lane on the southbound approach. Kensington Road will be widened to provide an exclusive left -turn lane on the eastbound and westbound approaches. CarPf` The construction of these improvements is anticipated to begin in Year 2026. Under Year 2031 no -build conditions, assuming the completion of the proposed intersection improvements, the intersections and approaches are projected to operate as follows: The intersection of US 12 with IL 83 is projected to operate at LOS D during the peak hours, US 12 with Kensington Road is projected to operate at LOS C during the weekday morning peak hour and LOS D during the weekday evening and Saturday midday peak hour, and IL 83 with Kensington Road is projected to operate at LOS C during the peak hours. The southeastbound and southbound approaches at the intersection of US 12 with IL 83 are projected to operate at LOS E during the peak hours except for the southbound approach during the weekday evening peak hour which is projected to operate at LOS F. This is a result of the long cycle length and limited green time assigned to these approaches. The westbound and northwestbound approaches at the intersection of US 12 with Kensington Road are projected to operate at LOS E during all three peak hours. This is a result of the long cycle length and limited green time assigned to these approaches. The eastbound approach at the intersection of IL 83 with Kensington Road is projected to operate at LOS E during the peak hours. This is a result of the long cycle length and limited green time assigned to this approach. Specifically, looking at the Kensington Road approaches at US 12 and IL 83, the delays for the westbound and eastbound approaches, respectively are anticipated to operate with decreased delays. Under Year 2031 total projected conditions, the intersection and critical approaches mentioned above are projected to continue operating at no -build levels of service. Overall, the proposed development is only projected to increase the volume of traffic traversing these intersections by three percent or less during the peak hours. As such, this intersection with the planned improvements have sufficient reserve capacity to accommodate the traffic estimated to be generated by the proposed development. The results of the capacity analyses indicate that observed critical movements at this intersection currently operate at LOS B during the weekday morning, weekday evening, and Saturday midday peak hours. Under no -build and total projected conditions, the critical movements are projected to continue to operate at existing LOS during the peak hours. As such, this intersection has sufficient reserve capacity to accommodate the traffic to be generated by the proposed development and no roadway or traffic control improvements are required. The results of the capacity analyses indicate that critical movements at this intersection currently operate at LOS C or better during the weekday morning, weekday evening, and Saturday midday peak hours. Under no -build and total projected conditions, the critical movements are projected to continue to operate at existing LOS during the peak hours. As such, this intersection has sufficient reserve capacity to accommodate the traffic to be generated by the proposed development and no roadway or traffic control improvements are required. The results of the capacity analyses indicate that with the conversion of this access drive to a right- in/right-out, the northeastbound approach is projected to operate at LOS B during the weekday morning, weekday evening, and Saturday midday peak hours. When this access drive is compared to the right -turn lane guidelines in Chapter 36 of IDOT's Bureau of Design and Environmental Manual (BDE), a southeastbound right -turn lane on US 12 will not be warranted serving this access drive. As such, this intersection will be able to sufficiently accommodate the traffic to be generated by the proposed development and no roadway or traffic control improvements are required. The results of the capacity analyses indicate that with the conversion of this access drive to a right- in/right-out, the westbound approach is projected to operate at LOS B during the peak hours. When this access drive is compared to the right -turn lane guidelines in Chapter 36 of IDOT's Bureau of Design and Environmental Manual (BDE), a northbound right -turn lane on IL 83 will not be warranted serving this access drive. As such, this access drive will be able to sufficiently accommodate the traffic to be generated by the proposed development and no roadway or traffic control improvements are required. ,P � A Based on the preceding analyses and recommendations, the following conclusions have been made: The site will be redeveloped into an automatic car wash that consists of one car wash tunnel with 28 vacuum stalls. The traffic that will be generated by the proposed car wash can be accommodated by the area roadway system. The Rand Road Corridor Plan will improve the operations at the triangle intersection between US 12, IL 83, and Kensington Road. These improvements include the following: US 12 with IL 83 US 12 will be restriped on the northwestbound approach to provide two through lanes and a shared through/right-turn lane. IL 83 will be widened to provide another exclusive left -turn lane on the northbound and southbound approaches. US 12 with Kensington US 12 will be widened on the northwestbound approach to provide another through lane. Kensington Road will be widened to provide an exclusive right -turn lane on the eastbound approach and an exclusive left -turn lane on the westbound approach. IL 83 with Kensington Road IL IL83 will be widened to provide another through lane and an exclusive right -turn lane on the northbound approach and an exclusive right -turn lane on the southbound approach. Kensington Road will be widened to provide an exclusive left -turn lane on the eastbound and westbound approaches The access drives off US 12 and IL 83 will be converted to right-in/right-out access drives. The proposed site access will be adequate in accommodating the projected traffic volumes entering and exiting the proposed car wash and will ensure efficient and flexible access is provided. Cai,P f Right -turn lanes serving the access drives are not warranted according to the guidelines in Chapter 36 of IDOT's BDE Manual. The proposed stacking provided for the car wash will be able to accommodate the projected demand and is not projected to obstruct internal or external operations. Pf` j s .:)e. fllitufis 31 Ir1w OANI t� Appendix Traffic Count Summary Sheets Site Plan ITE Trip Generation Sheets CMAP 2050 Projections Letter Level of Service Criteria Capacity Analysis Summary Sheets Traffic Count Summary Sheets co O Z O Q U }' a) �CC N L— cm O G Co m Ucnc/)a_ W C r C C) 0 O O Cfl (U Cu O � � O Irv, Q U) -con � C M ca = cn N O.S c �_ rn };� J LO C: CO .ELo E N m N � Y CO OCO -70 O H C O r- CM 1l- Ln r C) N M L0 O W r- CO LO) W W It N � � N M O CD CO Co Lo M Cfl Lo W 0"t 't r Lo M (fl N Ln 00 Lo 0 00 Lo 1` C)Nt Co Co N N CO W co I r C)W Op0 0')00 0 r r M N r r C)M O SO M O1O a N r �i„.., 1` r � M M r . 'r M ti r ,....� ice. 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C, ro (:) > > OOU, U- o lz lz U 0' Mq z z 0 < t . T �- T 0 z 0 w . 0 xzl000�M�, ut 'Room 0 z w Ez L u �a 0, U 5 z < 9,,��Ox� z 0 u 1 0 U-- -i�l �y -U-.Z< z ITE Trip Generation Sheets Automated Car Wash (948) Vehicle Trip Ends vs: 1000 Sq. Ft. GFA On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Setting/Location: General Urban/Suburban Number of Studies: 14 Avg. 1000 Sq. Ft. G FA: 5 Directional Distribution: 55% entering, 45% exiting Vehicle Trip Generation per 1000 Sq. Ft. GFA Average Rate Range of Rates Standard Deviation 14.89 3.16 - 34.71 9.20 Data Plot and Equation U) w Q- 200 100 X X X - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - X - - - - - - - - - - X - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 000 000 ool X ' X X X X X 00 2 4 X = 1000 Sq. Ft. GFA X Study Site Fitted Curve Equation: Not Given 6 - - - - - Average Rate R2= *** 8 its- General Urban/Suburban and Rural (Land Uses 800-999) 827 Automated Car Wash (948) Vehicle Trip Ends vs: 1000 Sq. Ft. GFA On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Setting/Location: General Urban/Suburban Number of Studies: 15 Avg. 1000 Sq. Ft. G FA: 4 Directional Distribution: 49% entering, 51 % exiting Vehicle Trip Generation per 1000 Sq. Ft. GFA Average Rate Range of Rates Standard Deviation 24.40 3.16 - 48.62 14.47 Data Plot and Equation U) w Cn Q- 0118M 200 100 x - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - x - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - X X X ' X ;X •' X • .' X X X X 00 2 4 X = 1000 Sq. Ft. GFA X Study Site Fitted Curve Equation: Not Given 6 - - - - - Average Rate R2= *** 8 828 Trip Generation Manual, 12th Edition 9 Volume 5 its- Automated Car Wash (948) Vehicle Trip Ends vs: 1000 Sq. Ft. GFA On a: Saturday, Peak Hour of Generator Setting/Location: General Urban/Suburban Number of Studies: 17 Avg. 1000 Sq. Ft. G FA: 4 Directional Distribution: 50% entering, 50% exiting Vehicle Trip Generation per 1000 Sq. Ft. GFA Average Rate Range of Rates Standard Deviation 32.10 6.84 - 61.96 16.11 Data Plot and Equation U) w Cn Q- 0118B 200 100 x X ------------------------------------------------------------------------------------------------------ ----------------------------------- x x X ' X .01 X el X '' x X' . .01 01 ,x --------------------------------- ----------------------------------- o X X X 00 2 X Study Site Fitted Curve Equation: Not Given 4 X = 1000 Sq. Ft. GFA 6 - - - - - Average Rate R2= *** 8 832 Trip Generation Manual, 12th Edition 9 Volume 5 its- CMAP 2050 Projections Letter k..ohicago Metropolitan iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilillillillillillillillillillilliillillillillillillilliillillilillillillillillilliAge��ncyforPlan�ning Ryan May Project Coordinator Kenig, Lindgren, O'Hara and Aboona, Inc. 9575 West Higgins Road Suite 400 Rosemont, IL 60018 Subject: Main Street (IL 83) - Rand Road (US 12) - Kensington Road IDOT Dear Mr. May: 33 West Van Buren 1r I, Suite Chicago, IL 60607 cmap.illinols.go312-454-0400 September 12, 2025 In response to a request made on your behalf and dated September 11, 2025, we have developed year 2050 average daily traffic (ADT) projections for the subject location. ROAD SEGMENT Current ADT Year 2050 ADT Rand Road west of Main Street 20,200 23,500 Rand Road east of Main Street 1900 23,600 Main Street north of Rand Road 14,300 17,000 Main Street south of Rand Road 13,300 159300 Kensington Road west of Main Street 51800 71000 Kensington Road east of Main Street 5,900 79100 Main Street south of Kensington Road 151400 179400 Rand Road south of Kensington Road 20,100 23,800 Kensington Road east of Rand Road 8,150 99650 Traffic projections are developed using existing ADT data provided in the request letter and the results from the June 2025 CMAP Travel Demand Analysis. The regional travel model uses CMAP 2050 socioeconomic projections and assumes the implementation of the ON TO 2050 Comprehensive Regional Plan for the Northeastern Illinois area. The provision of this data in support of your request does not constitute a CMAP endorsement of the proposed development or any subsequent developments. If you have any questions, please call me at (312) 386-8806 or email me at,jrodriguezkcmap.illinois.gov a Jose Rodriguez, PTP, AICP Senior Planner, Research & Analysis cc: Rios (IDOT) S:\AdminGroups\ResearchAnalysis\2025_trafficForecasts\MountProspect\ck-100-25\ck-100-25.docx TRAFFIC FORECAST RECORD Record Number: ck-100-25 Type of Report: Projection Year Sought: 2050 Anal st: JAR Organization Requestion Forecast: KLOA Contact: Ryan May Email or Phone: rmay@kloainc.com Sponsor: IDOT Date request was received: 9/11/2025 Date that response was emailed: 9/12/2025 Facility Location: Main Street (IL 83) -Rand Road (US 12) -Kensington Road Municipality: Mount Prospect Level of Service Criteria LEVEL OF SERVICE CRITERIA Signalized Intersections Level of Average Control Service Interpretation Delay (seconds per vehicle) Favorable progression. Most vehicles arrive during the A green indication and travel through the intersection <_ 10 without stopping. B Good progression, with more vehicles stopping than for > - 10 20 Level of Service A. Individual cycle failures (i.e., one or more queued vehicles are not able to depart as a result of insufficient C capacity during the cycle) may begin to appear. Number > 20 - 35 of vehicles stopping is significant, although many vehicles still pass through the intersection without stopping. The volume -to -capacity ratio is high and either D progression is ineffective or the cycle length is too long. > - 35 55 Many vehicles stop and individual cycle failures are noticeable. Progression is unfavorable. The volume -to -capacity ratio E is high and the cycle length is long. Individual cycle > 55 - 80 failures are frequent. The volume -to -capacity ratio is very high, progression is F very poor, and the cycle length is long. Most cycles fail to > 80 clear the queue. Unsignalized Intersections Level of Service Average Total Delay (sec/veh) A 0-10 B > 10 - 15 C > 15 - 25 D >25-35 E >35-50 F > 50 Source: Highway Capacity Manual, 7th Edition. Capacity Analysis Summary Sheets Existing Weekday Morning Peak Hour Lanes and Geometrics 101: IL 83 &Kensington Road 10/24/2025 W-A --op -4/ Lane Configurations *T' r *T1 0 0 Traffic Volume (vph) 33 209 195 61 171 0 53 587 75 0 586 66 Future Volume (vph) 33 209 195 61 171 0 53 587 75 0 586 66 Ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 2000 1900 1900 2000 1900' Storage Length (ft) 0 245 0 0 205 0 0 0 Storage Lanes 0 1 0 0 1 0 0 0 Taper Length (ft) 25 25 300 25 Lane Util. Factor 0.95 0.95 1.00 0.95 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.850 0.983 0.985 Flt Protected 0.993 0.987 0.950 Satd. Flow (prot) 0 3741 1568 0 3668 0 1770 3573 0 0 3606 0 Flt Permitted 0.737 0.708 0.382 Satd. Flow (perm) 0 2777 1568 0 2631 0 712 3573 0 0 3606 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 253 6 8 Link Speed (mph) 30 30 40 40 Link Distance (ft) 4048 232 330 254 Travel Time (s) 92.0 5.3 5.6 4.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 0%° 1% 3% 3% 2% 0%° 2% 5% 1% 0% 4%° 2% Shared Lane Traffic (%) Lane Group Flow (vph) 0 263 212 0 252 0 58 720 0 0 709 0 Turn Type Perm NA Perm Perm NA custom NA NA Protected Phases 6 1 6 9 3 38 25411 Permitted Phases 6 6 1 6 9 8 12 Detector Phase 6 6 6 1 6 9 1 69 3 38 25411 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 Minimum Split (s) 22.0 22.0 22.0 10.0 Total Split (s) 31.0 31.0 31.0 32.0 Total Split (%) 14.1% 14.1% 14.1% 14.5% Yellow Time (s) 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 Lost Time Adjust (s) -2.0 0.0 -2.0 Total Lost Time (s) 4.0 6.0 4.0 Lead/Lag Lead Lead Lead Lead Lead -Lag Optimize? Recall Mode Max Max Max Max Act Effct Green (s) 27.0 25.0 59.0 62.0 62.0 117.0 Actuated g/C Ratio 0.12 0.11 0.27 0.28 0.28 0.53 v/c Ratio 0.77 0.53 0.36 0.17 0.71 0.37 Control Delay (s/veh) 109.4 7.8 3.2 48.3 63.7 2.2 Queue Delay 0.0 0.0 0.7 0.0 3.7 0.3 Total Delay (s/veh) 109.4 7.8 3.9 48.3 67.4 2.5 LOS F A A D E A Approach Delay (s/veh) 64.1 3.9 66.0 2.5 Approach LOS E A E A Queue Length 50th (ft) 200 0 3 57 455 15 Queue Length 95th (ft) 261 34 4 98 528 17 EXAM 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Existing Weekday Morning Peak Hour Page 1 DF 7:30 am 10/24/2025 Lanes and Geometrics 101: IL 83 & Kensington Road 10/24/2025 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Shared Lane Traffic (%) Turn Type Permitted Phases Switch Phase Minimum Split (s) 19.0 22.0 22.0 10.0 10.0 22.0 7.0 7.0 7.0 Total Split (s) 25.0 38.0 52.0 21.0 46.0 38.0 7.0 7.0 7.0 Total Split (%) 11% 17% 24% 10% 21% 17%° 3% 3% 3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 20 2.0 2.0 2.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Lag Lead Lag Lag Lead Lead -Lag Optimize? Recall Mode Max C-Max Max Max Max Max Max Max Max Act Effct Green (s) Actuated g/C Ratio v/c Ratio Queue Delay Total Delay (s/veh) LOS Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) EXAM 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Existing Weekday Morning Peak Hour Page 2 DF 7:30 am 10/24/2025 Lanes and Geometrics 101: IL 83 &Kensington Road 10/24/2025 Turn Bay Length (ft) 245 205 Base Capacity (vph) 340 402 705 335 1011 1921 Starvation Cap Reductn 0 0 211 0 0 587 Spillback Cap Reductn 0 0 0 0 204 0 Storage Cap Reductn 0 0 0 0 0 0 Cycle Length: 220 Actuated Cycle Length: 220 Offset: 0 (0%), Referenced to phase 2:SBT, Start of 1st Green, Master Intersection Natural Cycle: 130 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.77 Intersection Signal Delay (s/veh): 38.2 Intersection LOS: D Intersection Capacity Utilization 47.3% ICU Level of Servic Analysis Period (min) 15 Splits and Phases: 101: IL 83 & Kensington Road #101 #201 *3(ID1 7t201 #301 �#IQY310201k2#201 #301 #101 #201 #301 �'1 H,02012080V30 7 �ti'� V12%M 04 EXAM 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Existing Weekday Morning Peak Hour Page 3 DF 7:30 am 10/24/2025 Lanes and Geometrics 101: IL 83 & Kensington Road 10/24/2025 Turn Bay Length (ft) Starvation Cap Reductn Storage Cap Reductn EXAM 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Existing Weekday Morning Peak Hour Page 4 DF 7:30 am 10/24/2025 Lanes and Geometrics 201: IL 83 & US-12 10/24/2025 Lane Configurations ' 0 tt r tO itit r Traffic Volume (vph) 156 464 0 142 464 16 5 880 188 0 592 123 Future Volume (vph) 156 464 0 142 464 16 5 880 188 0 592 123 Ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 2000 1900 1900 2000 1900' Storage Length (ft) 0 0 350 40 160 315 0 100 Storage Lanes 1 0 1 1 1 1 0 1 Taper Length (ft) 25 120 155 25 Lane Util. Factor 1.00 0.95 095 1.00 0.95 1.00 1.00 0.91 0.91 1.00 0.95 1.00 Frt 0.850 0.974 0.850 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot) 1752 3585 0 1787 3585 1429 1805 5223 0 0 3654 1495 Flt Permitted 0.376 0.169 0.950 Satd. Flow (perm) 694 3585 0 318 3585 1429 1805 5223 0 0 3654 1495 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 223 21 193 Link Speed (mph) 40 40 40 40 Link Distance (ft) 254 626 3272 344 Travel Time (s) 4.3 10.7 55.8 5.9 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles (%) 3% 6% 0% 1% 6% 13% 0% 2% 1% 0% 4% 8% Shared Lane Traffic (%) Lane Group Flow (vph) 161 478 0 146 478 16 5 1101 0 0 610 127 Turn Type pm+pt NA pm+pt NA custom Prot NA NA custom Protected Phases 3 811 7 411 5 2 512 1 2 6 9 Permitted Phases 811 411 4 12 1 2 6 Detector Phase 3 811 7 411 4 5 2 512 1 2 6 9 1 2 6 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 Minimum Split (s) 10.0 10.0 22.0 10.0 Total Split (s) 32.0 46.0 52.0 21.0 Total Split (%) 14.5% 20.9% 23.6% 9.5% Yellow Time (s) 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 20 2.0 Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 Lead/Lag Lead Lead Lag Lag Lead -Lag Optimize? Recall Mode Max Max Max Max Act Effct Green (s) 69.0 41.0 87.0 55.0 48.0 17.0 62.0 104.0 86.0 Actuated g/C Ratio 0.31 0.19 0.40 0.25 0.22 0.08 0.28 0.47 0.39' v/c Ratio 0.46 0.72 0.36 0.53 0.03 0.04 0.74 0.35 0.18 Control Delay (s/veh) 11.7 39.8 46.6 74.0 0.1 94.8 73.8 4.1 04 Queue Delay 1.2 22.2 0.0 0.0 0.0 0.0 0.0 0.3 0.3 Total Delay (s/veh) 12.9 62.0 46.6 74.0 0.1 94.8 73.8 4.4 0.7 LOS B E D E A F E A A Approach Delay (s/veh) 49.6 65.9 73.9 3.7 Approach LOS D E E A Queue Length 50th (ft) 23 373 141 335 0 7 536 30 0' Queue Length 95th (ft) m27 449 204 405 0 25 594 34 0 EXAM 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Existing Weekday Morning Peak Hour Page 5 DF 7:30 am 10/24/2025 Lanes and Geometrics 201: IL 83 & U S-12 10/24/2025 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Shared Lane Traffic (%) Turn Type Permitted Phases Switch Phase Minimum Split (s) 19.0 22.0 22.0 22.0 7.0 7.0 7.0 Total Split (s) 25.0 38.0 31.0 38.0 7.0 7.0 7.0 Total Split (%) 11% 17% 14% 17% 3% 3%° 3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 20 2.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lead Lag Lag Lead Lead -Lag Optimize? Recall Mode Max C-Max Max Max Max Max Max Act Effct Green (s) Actuated g/C Ratio v/c Ratio Queue Delay Total Delay (s/veh) LOS Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) EXAM 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Existing Weekday Morning Peak Hour Page 6 DF 7:30 am 10/24/2025 Lanes and Geometrics 201: IL 83 & US-12 10/24/2025 t CA *J MINOR Internal Link Dist (ft) 174 546 3192 264 Turn Bay Length (ft) 350 40 160 100 Base Capacity (vph) 352 668 406 896 486 139 1487 1727 701 Starvation Cap Reductn 69 193 0 0 0 0 0 543 250 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Cycle Length: 220 Actuated Cycle Length: 220 Offset: 0 (0%), Referenced to phase 2:SBT, Start of 1st Green, Master Intersection Natural Cycle: 130 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.77 Intersection Signal Delay (s/veh): 50.7 Intersection LOS: D Intersection Capacity Utilization 51 .0% ICU Level of Servici Analysis Period (min) 15 Splits and Phases: 201: IL 83 & US-12 #101 #201 *3G'D1 7t2011 #301 �#IQY310201k2 #201 #301 #101 #2011 #301 �'1 V102012080V30 7 '� � 0,9 '� ti'� 1 Jti�� V12%M 1 � � 04 1 I3 "� �� #201 #101 #201 07 08 EXAM 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Existing Weekday Morning Peak Hour Page 7 DF 7:30 am 10/24/2025 Lanes and Geometrics 201: IL 83 & U S-12 Turn Bay Length (ft) Starvation Cap Reductn Storage Cap Reductn 10/24/2025 EXAM 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Existing Weekday Morning Peak Hour Page 8 DF 7:30 am 10/24/2025 Lanes and Geometrics 301: US-12 &Kensington Road 10/24/2025 Lane Configurations 0 +T' F ttt tt r Traffic Volume (vph) 0 207 77 14 160 83 60 962 0 72 632 39 Future Volume (vph) 0 207 77 14 160 83 60 962 0 72 632 39 Ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 2000 1900 1900 2000 1900' Storage Length (ft) 0 0 0 170 95 0 130 40 Storage Lanes 0 0 0 1 1 0 1 1 Taper Length (ft) 25 25 65 125 Lane Util. Factor 1.00 0.95 095 0.95 0.95 1.00 1.00 0.91 1.00 1.00 0.95 1.00 Frt 0.959 0.850 0.850 Flt Protected 0.996 0.950 0.950 Satd. Flow (prot) 0 3582 0 0 3683 1553 1787 5250 0 1770 3725 1615 Flt Permitted 0.782 0.950 0.950 Satd. Flow (perm) 0 3582 0 0 2892 1553 1787 5250 0 1770 3725 1615 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 21 253 253 Link Speed (mph) 30 35 40 40 Link Distance (ft) 232 4479 344 337 Travel Time (s) 5.3 87.3 5.9 5.7 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (%) 0%° 2% 1% 0% 3% 4%° 1% 4% 3% 2% 2%° 0% Shared Lane Traffic (%) Lane Group Flow (vph) 0 306 0 0 187 89 65 1034 0 77 680 42 Turn Type NA Perm NA Perm Prot NA Prot NA custom Protected Phases 69 6 34512 2345 1 12 Permitted Phases 6 6 11 12 2 Detector Phase 69 6 6 6 34512 2345 1 12 2 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 22.0 22.0 22.0 19.0 22.0 Total Split (s) 31.0 31.0 31.0 25.0 38.0' Total Split (%) 14.1 % 14.1 % 14.1 % 11.4% 17.3% Yellow Time (s) 4.0 4.0 4.0 4.0 40 All -Red Time (s) 2.0 2.0 20 2.0 2.0 Lost Time Adjust (s) -2.0 0.0 -2.0 -20 Total Lost Time (s) 4.0 6.0 4.0 4.0 Lead/Lag Lead Lead Lead Lead Lag Lead -Lag Optimize? Recall Mode Max Max Max Max C-Max Act Effct Green (s) 34.0 27.0 25.0 108.0 153.0 21.0 59.0 34.0 Actuated g/C Ratio 0.15 0.12 0.11 0.49 0.70 0.10 0.27 0.15 v/c Ratio 0.54 0.53 0.22 0.07 0.28 0.46 0.68 0.09 Control Delay (s/veh) 16.3 96.5 1.3 13.2 1.0 103.6 76.2 04 Queue Delay 2.3 0.0 0.0 0.0 0.5 0.0 0.0 0.0 Total Delay (s/veh) 18.6 96.5 1.3 13.2 1.5 103.6 76.2 0.4 LOS B F A B A F E A Approach Delay (s/veh) 18.6 65.8 2.2 74.8 Approach LOS B E A E Queue Length 50th (ft) 59 140 0 59 11 110 478 0' Queue Length 95th (ft) 75 191 0 m73 12 179 557 0 EXAM 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Existing Weekday Morning Peak Hour Page 9 DF 7:30 am 10/24/2025 Lanes and Geometrics 301: US-12 & Kensington Road 10/24/2025 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Shared Lane Traffic (%) Turn Type Permitted Phases Switch Phase Minimum Split (s) 10.0 22.0 10.0 10.0 22.0 7.0 7.0 7.0 Total Split (s) 32.0 52.0 21.0 46.0 38.0 7.0 7.0 7.0 Total Split (%) 15% 24% 10% 21% 17% 3%° 3% 3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 20 2.0 2.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lead -Lag Optimize? Recall Mode Max Max Max Max Max Max Max Max Act Effct Green (s) Actuated g/C Ratio v/c Ratio Queue Delay Total Delay (s/veh) LOS Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) EXAM 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Existing Weekday Morning Peak Hour Page 10 DF 7:30 am 10/24/2025 Lanes and Geometrics 301: US-12 & Kensington Road 10/24/2025 Oil RAW Internal Link Dist (ft) 152 4399 264 257 Turn Bay Length (ft) 170 95 130 40 Base Capacity (vph) 571 354 400 877 3651 168 998 463 Starvation Cap Reductn 151 0 0 0 2001 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Cycle Length: 220 Actuated Cycle Length: 220 Offset: 0 (0%), Referenced to phase 2:SBT, Start of 1st Green, Master Intersection Natural Cycle: 130 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.77 Intersection Signal Delay (s/veh): 34.7 Intersection LOS: C Intersection Capacity Utilization 46.1% ICU Level of Servici Analysis Period (min) 15 Splits and Phases: 301: US-12 & Kensington Road #101 #201 *3G'D1 7t2011 #301 �#IQY310201k2 #201 #301 #101 #2011 #301 �'1 V102012080V30 7 '� � 0,9 '� ti'� 1 Jti�� V12%M 1 � � 04 1 I3 "� �� #201 #101 #201 07 1 "1 08 EXAM 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Existing Weekday Morning Peak Hour Page 11 DF 7:30 am 10/24/2025 Lanes and Geometrics 301: US-12 & Kensington Road 10/24/2025 Turn Bay Length (ft) Starvation Cap Reductn Storage Cap Reductn EXAM 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Existing Weekday Morning Peak Hour Page 12 DF 7:30 am 10/24/2025 HCM 7th TWSC 6: Just Tires/Kimber Automotive north access drive & US-12 10/24/2025 Int Delay, s/veh 0 Lane Configurations fit tit Y Y Traffic Vol, veh/h 0 1047 6 2 743 0 0 0 0 0 0 0 Future Vol, veh/h 0 1047 6 2 743 0 0 0 0 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0- Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94 Heavy Vehicles, % 0 2 0 0 3 0 0 0 0 0 0 0 Conflicting Flow All - 0 0 1120 0 0 1516 1912 560 1352 1915 395 Stage 1 - - - - - - 1117 1117 - 795 795 - Stage 2 - - - - - - 399 795 - 557 1120 - Critical Hdwy - - - 4.1 - - 7.5 6.5 6.9 7.5 6.5 6.9 Critical Hdwy Stg 1 - - - - - - 6.5 5.5 - 6.5 5.5 - Critical Hdwy Stg 2 - - - - - - 6.5 5.5 - 6.5 5.5 - Follow-up Hdwy - - - 2.2 - - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 0 - - 631 - 0 83 69 477 111 68 610 Stage 1 0 - - - - 0 224 285 - 352 402 - Stage 2 0 - - - - 0 603 402 - 487 284 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - 631 - - 83 69 477 110 68 610 Mov Cap-2 Maneuver - - - - - - 177 182 - 234 181 - Stage 1 - - - - - - 224 285 - 350 401 - Stage 2 - - - - - - 601 401 - 487 284 - HCM LOS A A HCM Lane V/C Ratio - 0.003 - - - - HCM Ctrl Dly (s/v) 0 10.7 - - - 0 HCM Lane LOS A B - - A EXAM 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Existing Weekday Morning Peak Hour Page 1 DF 7:30 am 10/24/2025 HCM 7th TWSC 9 : Just Tires/Ki m ber Automotives south access drive & US-1 2 10/24/2025 Int Delay, s/veh 0.1 Lane Configurations fit tit Y Y Traffic Vol, veh/h 2 1043 2 1 744 5 1 0 4 1 0 0 Future Vol, veh/h 2 1043 2 1 744 5 1 0 4 1 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0- Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94 Heavy Vehicles, % 0 2 0 0 4 0 0 0 0 0 0 0 Conflicting Flow All 797 0 0 1112 0 0 1513 1914 556 1355 1912 398 Stage 1 - - - - - - 1115 1115 - 796 796 - Stage 2 - - - - - - 398 799 - 559 1116 - Critical Hdwy 4.1 - - 4.1 - - 7.5 6.5 6.9 7.5 6.5 6.9 Critical Hdwy Stg 1 - - - - - - 6.5 5.5 - 6.5 5.5 - Critical Hdwy Stg 2 - - - - - - 6.5 5.5 - 6.5 5.5 - Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 834 - - 636 - - 84 69 480 110 69 607 Stage 1 - - - - - - 225 286 - 351 402 - Stage 2 - - - - - - 605 401 - 486 285 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 834 - - 636 - - 84 68 480 108 68 607 Mov Cap-2 Maneuver - - - - - - 177 182 - 232 182 - Stage 1 - - - - - - 224 285 - 350 401 - Stage 2 - - - - - - 603 400 - 480 284 - HCM LOS C C HCM Lane V/C Ratio 0.015 0.002 - - 0.003 - - 0.005 HCM Ctrl Dly (s/v) 15.2 10.7 - - 9.3 - - 20.6 HCM Lane LOS C B - - A - C EXAM 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Existing Weekday Morning Peak Hour Page 2 DF 7:30 am 10/24/2025 Capacity Analysis Summary Sheets Existing Weekda y Evening Peak Hour Lanes and Geometrics 101: IL 83 &Kensington Road 10/24/2025 W-A --op --Nv -4/ Lane Configurations *T t r *T1 0 0 Traffic Volume (vph) 28 206 79 73 268 0 48 692 91 0 728 110 Future Volume (vph) 28 206 79 73 268 0 48 692 91 0 728 110 Ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 2000 1900 1900 2000 1900' Storage Length (ft) 0 245 0 0 205 0 0 0 Storage Lanes 0 1 0 0 1 0 0 0 Taper Length (ft) 25 25 300 25 Lane Util. Factor 0.95 0.95 1.00 0.95 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.850 0.983 0.980 Flt Protected 0.994 0.989 0.950 Satd. Flow (prot) 0 3744 1599 0 3729 0 1805 3703 0 0 3687 0 Flt Permitted 0.637 0.723 0.325 Satd. Flow (perm) 0 2399 1599 0 2726 0 618 3703 0 0 3687 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 213 7 12 Link Speed (mph) 30 30 35 35 Link Distance (ft) 4048 232 320 254 Travel Time (s) 92.0 5.3 6.2 4.9 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles (%) 0%° 1 % 1 % 0% 1 % 0%° 0% 1% 0% 0% 1 %° 1 % Shared Lane Traffic (%) Lane Group Flow (vph) 0 244 82 0 355 0 50 816 0 0 873 0 Turn Type Perm NA Perm Perm NA custom NA NA Protected Phases 6 1 6 9 3 38 25411 Permitted Phases 6 6 1 6 9 8 12 Detector Phase 6 6 6 1 6 9 1 69 3 38 25411 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 Minimum Split (s) 22.0 22.0 22.0 10.0 Total Split (s) 30.0 30.0 30.0 27.0 Total Split (%) 13.0% 13.0% 13.0% 11.7% Yellow Time (s) 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 Lost Time Adjust (s) -2.0 0.0 -2.0 Total Lost Time (s) 4.0 6.0 4.0 Lead/Lag Lead Lead Lead Lead Lead -Lag Optimize? Recall Mode None None None None Act Effct Green (s) 26.0 24.0 60.0 75.2 77.6 131.0 Actuated g/C Ratio 0.11 0.10 0.26 0.33 0.34 0.57 v/c Ratio 0.90 0.23 0.50 0.16 0.65 0.41 Control Delay (s/veh) 132.7 1.5 3.1 53.1 66.8 1.7 Queue Delay 21.1 0.0 3.1 0.0 0.8 0.4 Total Delay (s/veh) 153.8 1.5 6.1 53.1 67.6 2.2 LOS F A A D E A Approach Delay (s/veh) 115.5 6.1 66.8 2.2 Approach LOS F A E A Queue Length 50th (ft) 197 0 3 52 557 5 Queue Length 95th (ft) #292 0 m4 92 636 0 EX PM 25-265 -Commercial Development - Mt Prospect 5:15 pm 10/24/2025jnchro 12 Report Page 1 Lanes and Geometrics 101: IL 83 & Kensington Road 10/24/2025 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Satd. Flow (prot) FIt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Shared Lane Traffic Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Split (s) 22.0 22.0 22.0 10.0 10.0 22.0 7.0 7.0 7.0 Total Split (s) 27.0 49.0 55.0 21.0 27.0 53.0 7.0 7.0 7.0 Total Split (%) 12% 21% 24% 9% 12% 23% 3% 3% 3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Lag Lead Lag Lag Lead Lead -Lag Optimize? Recall Mode None C-Max None None None None None None None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay (s/veh) Queue Delay Total Delay (s/veh) LOS Approach Delay (s/veh) Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) EX PM 25-265 - Commercial Development - Mt Prospect 5:15 pm 10/24/2025jnchro 12 Report Page 2 Lanes and Geometrics 101: IL 83 &Kensington Road 10/24/2025 W-A --op --Nv -4/ Turn Bay Length (ft) 245 205 Base Capacity (vph) 271 357 711 320 1254 2105 Starvation Cap Reductn 0 0 251 0 0 680 Spillback Cap Reductn 30 0 0 0 185 0 Storage Cap Reductn 0 0 0 0 0 0 Cycle Length: 230 Actuated Cycle Length: 230 Offset: 0 (0%), Referenced to phase 2:SBT, Start of 1st Green, Master Intersection Natural Cycle: 130 Control Type: Actuated -Coordinated Maximum v/c Ratio: 1.01 Intersection Signal Delay (s/veh): 41.1 Intersection LOS: D Intersection Capacity Utilization 54.3% ICU Level of Servic Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue ;may be Longer. Queue shown is maximum after two cycles. OpIlLs aria rnases: i U i : I 00 (k NensingLon Koaa #101 #201 4OM1 #201 #301 #1011020VA "001#201 0 \9 2 (RS V12)1 #201 07 01 #201 #301 #1 V1202203)1 4 101 #201 3 EX PM 25-265 -Commercial Development - Mt Prospect 5:15 pm 10/24/2025jnchro 12 Report Page 3 Lanes and Geometrics 101: IL 83 & Kensington Road 10/24/2025 Turn Bay Length (ft) Starvation Cap Reductn Storage Cap Reductn EX PM 25-265 -Commercial Development - Mt Prospect 5:15 pm 10/24/2025jnchro 12 Report Page 4 Lanes and Geometrics 201: IL 83 & US-12 10/24/2025 Lane Configurations ' 0 tt r tO itit r Traffic Volume (vph) 193 527 0 171 639 16 22 775 199 0 871 199' Future Volume (vph) 193 527 0 171 639 16 22 775 199 0 871 199 Ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 2000 1900 1900 2000 1900' Storage Length (ft) 0 0 350 40 160 315 0 100 Storage Lanes 1 0 1 1 1 1 0 1 Taper Length (ft) 25 120 155 25 Lane Util. Factor 1.00 0.95 095 1.00 0.95 1.00 1.00 0.91 0.91 1.00 0.95 1.00 Frt 0.850 0.969 0.850 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot) 1805 3762 0 1770 3725 1524 1805 5249 0 0 3800 1615 Flt Permitted 0.136 0.239 0.950 Satd. Flow (perm) 258 3762 0 445 3725 1524 1805 5249 0 0 3800 1615 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 213 29 157 Link Speed (mph) 35 35 40 40 Link Distance (ft) 254 626 3272 344 Travel Time (s) 4.9 12.2 55.8 5.9 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles (%) 0% 1% 0% 2% 2% 6%° 0% 1% 0% 0% 0%° 0% Shared Lane Traffic (%) Lane Group Flow (vph) 201 549 0 178 666 17 23 1014 0 0 907 207 Turn Type pm+pt NA pm+pt NA custom Prot NA NA custom Protected Phases 3 811 7 411 5 2 512 1 2 6 9 Permitted Phases 811 411 4 12 1 2 6 Detector Phase 3 811 7 411 4 5 2 512 1 2 6 9 1 2 6 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 Minimum Split (s) 10.0 10.0 22.0 10.0 Total Split (s) 27.0 27.0 55.0 21.0 Total Split (%) 11.7% 11.7% 23.9%° 9.1% Yellow Time (s) 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 20 2.0 Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 Lead/Lag Lead Lead Lag Lag Lead -Lag Optimize? Recall Mode None None None None Act Effct Green (s) 82.2 59.6 79.4 58.0 51.0 17.0 73.0 116.0 98.0 Actuated g/C Ratio 0.36 0.26 0.35 0.25 0.22 0.07 0.32 0.50 0.43 v/c Ratio 0.82 0.56 0.64 0.71 0.03 0.17 0.60 0.47 0.27 Control Delay (s/veh) 82.8 19.9 62.4 83.2 0.1 103.3 66.0 4.3 0.....6' Queue Delay 15.3 2.2 0.0 0.0 0.0 0.0 0.0 0.5 0.4 Total Delay (s/veh) 98.1 22.1 62.4 83.2 0.1 103.3 66.0 4.8 1.0 LOS F C E F A F E A A Approach Delay (s/veh) 42.5 77.3 66.8 4.1 Approach LOS D E E A Queue Length 50th (ft) 117 401 194 500 0 34 472 48 0 Queue Length 95th (ft) m#318 m430 271 580 0 72 523 53 m0 EX PM 25-265 -Commercial Development - Mt Prospect 5:15 pm 10/24/2025jnchro 12 Report Page 5 Lanes and Geometrics 201: IL 83 & US-12 10/24/2025 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Satd. Flow (prot) FIt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Shared Lane Traffic Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Split (s) 22.0 22.0 22.0 22.0 7.0 7.0 7.0 Total Split (s) 27.0 49.0 30.0 53.0 7.0 7.0 7.0 Total Split (%) 12% 21% 13% 23% 3% 3% 3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lead Lag Lag Lead Lead -Lag Optimize? Recall Mode None C-Max None None None None None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay (s/veh) Queue Delay Total Delay (s/veh) LOS Approach Delay (s/veh) Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) EX PM 25-265 - Commercial Development - Mt Prospect 5:15 pm 10/24/2025jnchro 12 Report Page 6 Lanes and Geometrics 201: IL 83 & U S-12 10/24/2025 t CA *J MINOR Internal Link Dist (ft) 174 546 3192 264 Turn Bay Length (ft) 350 40 160 100 Base Capacity (vph) 246 974 289 939 503 133 1685 1916 778 Starvation Cap Reductn 35 283 0 0 0 0 0 536 260 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Cycle Length: 230 Actuated Cycle Length: 230 Offset: 0 (0%), Referenced to phase 2:SBT, Start of 1st Green, Master Intersection Natural Cycle: 130 Control Type: Actuated -Coordinated Maximum v/c Ratio: 1.01 Intersection Signal Delay (s/veh): 45.8 Intersection LOS: D Intersection Capacity Utilization 60.3% ICU Level of Servic Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be Longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 201: IL 83 & US-12 #101 #201 4OM1 #201 #301 11j'jjjV1 01 01 #L201 #301 #1 V1 20V2 0 3 l 0 \9 4 #201 #101 #201 07 08 EX PM 25-265 -Commercial Development - Mt Prospect 5:15 pm 10/24/2025jnchro 12 Report Page 7 Lanes and Geometrics 201: IL 83 & U S-12 Turn Bay Length (ft) Starvation Cap Reductn Storage Cap Reductn 10/24/2025 EX PM 25-265 -Commercial Development - Mt Prospect 5:15 pm 10/24/2025jnchro 12 Report Page 8 Lanes and Geometrics 301: US-12 &Kensington Road 10/24/2025 Lane Configurations 0 +T' F ttt tt r Traffic Volume (vph) 0 226 71 22 268 131 70 876 0 73 939 67 Future Volume (vph) 0 226 71 22 268 131 70 876 0 73 939 67 Ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 2000 1900 1900 2000 1900' Storage Length (ft) 0 0 0 170 95 0 130 40 Storage Lanes 0 0 0 1 1 0 1 1 Taper Length (ft) 25 25 65 125 Lane Util. Factor 1.00 0.95 095 0.95 0.95 1.00 1.00 0.91 1.00 1.00 0.95 1.00 Frt 0.964 0.850 0.850 Flt Protected 0.996 0.950 0.950 Satd. Flow (prot) 0 3663 0 0 3785 1583 1805 5406 0 1787 3762 1583 Flt Permitted 0.692 0.950 0.950 Satd. Flow (perm) 0 3663 0 0 2630 1583 1805 5406 0 1787 3762 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 15 213 213 Link Speed (mph) 30 35 40 40 Link Distance (ft) 232 4479 344 337 Travel Time (s) 5.3 87.3 5.9 5.7 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles (%) 0% 0% 0% 0% 0% 2%° 0% 1% 0% 1% 1%° 2% Shared Lane Traffic (%) Lane Group Flow (vph) 0 306 0 0 299 135 72 903 0 75 968 69 Turn Type NA Perm NA Perm Prot NA Prot NA custom Protected Phases 69 6 34512 2345 1 12 Permitted Phases 6 6 11 12 2 Detector Phase 69 6 6 6 34512 2345 1 12 2 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 22.0 22.0 22.0 22.0 22.0 Total Split (s) 30.0 30.0 30.0 27.0 49....0 Total Split (%) 13.0% 13.0% 13.0% 11.7% 21.3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 20 2.0 2.0 Lost Time Adjust (s) -2.0 0.0 -2.0 -20 Total Lost Time (s) 4.0 6.0 4.0 4.0 Lead/Lag Lead Lead Lead Lead Lag Lead -Lag Optimize? Recall Mode None None None None C-Max Act Effct Green (s) 33.0 26.0 24.0 106.0 162.0 23.0 72.0 45.0 Actuated g/C Ratio 0.14 0.11 0.10 0.46 0.70 0.10 0.31 0.20' v/c Ratio 0.57 1.01 0.38 0.09 0.24 0.42 0.82 0.14 Control Delay (s/veh) 19.5 150.8 3.1 21.3 0.7 105.1 80.0 0.....6' Queue Delay 5.1 0.0 0.0 0.0 0.3 0.0 0.0 0.0 Total Delay (s/veh) 24.6 150.8 3.1 21.3 1.0 105.1 80.0 0.6 LOS C F A C A F F A Approach Delay (s/veh) 24.6 104.9 2.5 76.8 Approach LOS C F A E Queue Length 50th (ft) 74 -245 0 83 5 110 730 0' Queue Length 95th (ft) m86 #367 0 133 5 178 818 0 EX PM 25-265 -Commercial Development - Mt Prospect 5:15 pm 10/24/2025jnchro 12 Report Page 9 Lanes and Geometrics 301: US-12 & Kensington Road 10/24/2025 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Satd. Flow (prot) FIt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Shared Lane Traffic Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Split (s) 10.0 22.0 10.0 10.0 22.0 7.0 7.0 7.0 Total Split (s) 27.0 55.0 21.0 27.0 53.0 7.0 7.0 7.0 Total Split (%) 12% 24% 9% 12% 23% 3% 3% 3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lead -Lag Optimize? Recall Mode None None None None None None None None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay (s/veh) Queue Delay Total Delay (s/veh) LOS Approach Delay (s/veh) Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) EX PM 25-265 - Commercial Development - Mt Prospect 5:15 pm 10/24/2025jnchro 12 Report Page 10 Lanes and Geometrics 301: US-12 & Kensington Road 10/24/2025 NO III## Internal Link Dist (ft) 152 4399 264 257 Turn Bay Length (ft) 170 95 130 40 Base Capacity (vph) 538 297 355 831 3807 178 1177 481 Starvation Cap Reductn 168 0 0 0 2099 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Cycle Length: 230 Actuated Cycle Length: 230 Offset: 0 (0%), Referenced to phase 2:SBT, Start of 1st Green, Master Intersection Natural Cycle: 130 Control Type: Actuated -Coordinated Maximum v/c Ratio: 1.01 Intersection Signal Delay (s/veh): 49.8 Intersection LOS: D Intersection Capacity Utilization 57.6% ICU Level of Servici Analysis Period (min) 15 Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Finases: 3101: U6-12 & Kensington Koad #101 #201 4OM1 #201 #301 #1#12021 001#201 #3M01 #201 #301 # V1020V20301*)1 M 0, 1, 11 \\ ,I oh, 1 0 \9 2 (R �125C 04 #201 #101 #201 4 07 1 08 01 EX PM 25-265 - Commercial Development - Mt Prospect 5:15 pm 10/24/2025jnchro 12 Report Page 11 Lanes and Geometrics 301: US-12 & Kensington Road 10/24/2025 Turn Bay Length (ft) Starvation Cap Reductn Storage Cap Reductn EX PM 25-265 -Commercial Development - Mt Prospect 5:15 pm 10/24/2025jnchro 12 Report Page 12 HCM 7th TWSC 6: Just Tires/Kimber Automotive north access drives & US-12 10/24/2025 Int Delay, s/veh 0 Lane Configurations 0 0 Y Y Traffic Vol, veh/h 0 969 0 1 1079 0 0 0 1 0 0 0 Future Vol, veh/h 0 969 0 1 1079 0 0 0 1 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - p - - 0- Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Conflicting Flow All - 0 0 1053 0 0 1642 2228 527 1702 2228 586 Stage 1 - - - - - - 1053 1053 - 1175 1175 - Stage 2 - - - - - - 589 1175 - 527 1053 - Critical Hdwy - - - 414 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy - - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 0 - - 657 - - 66 42 496 59 42 453 Stage 1 0 - - - - - 242 301 - 204 264 - Stage 2 0 - - - - - 462 264 - 503 301 - Platoon blocked, % - - - - Mov Cap-1 Maneuver - - - 657 - - 66 42 496 59 42 453 Mov Cap-2 Maneuver - - - - - - 171 147 - 153 147 - Stage 1 - - - - - - 242 301 - 203 263 - Stage 2 - - - - - - 461 263 - 502 301 - HCM LOS B A HCM Lane V/C Ratio 0.002 0.002 - - - - - HCM Ctrl Dly (s/v) 12.3 10.5 - - - - 0' HCM Lane LOS B B - - - - A EX PM 25-265 -Commercial Development - Mt Prospect 5:15 pm 10/24/2025jnchro 12 Report Page 1 HCM 7th TWSC 9: Just Tires/Kimber Automotives south access drives & US-12 10/24/2025 Int Delay, s/veh 0.1 Lane Configurations 0 0 Y Y Traffic Vol, veh/h 1 969 0 2 1077 3 1 0 1 1 0 2 Future Vol, veh/h 1 969 0 2 1077 3 1 0 1 1 0 2 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0- Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Conflicting Flow All 1174 0 0 1053 0 0 1645 2234 527 1705 2232 587 Stage 1 - - - - - - 1055 1055 - 1177 1177 - Stage 2 - - - - - - 590 1178 - 529 1055 - Critical Hdwy 4.14 - - 414 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 591 - - 657 - - 66 42 496 59 42 453 Stage 1 - - - - - - 241 300 - 203 263 - Stage 2 - - - - - - 461 263 - 501 300 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 591 - - 657 - - 65 42 496 59 42 453 Mov Cap-2 Maneuver - - - - - - 170 146 - 152 146 - Stage 1 - - - - - - 240 300 - 202 262 - Stage 2 - - - - - - 457 261 - 499 300 - HCM LOS C HCM Lane V/C Ratio 0.009 0.003 - - 0.002 - - 0.012 HCM Ctrl Dly (s/v) 19.4 10.5 - - 11.1 - - 18.3 HCM Lane LOS C B - - B - - C C EX PM 25-265 -Commercial Development - Mt Prospect 5:15 pm 10/24/2025jnchro 12 Report Page 2 Capacity Analysis Summary Sheets Existing Saturday Midday Peak Hour Lanes and Geometrics 101: IL 83 &Kensington Road 10/24/2025 W-A --op --Nv -4/ Lane Configurations *T t r *T1 0 0 Traffic Volume (vph) 41 214 84 92 208 0 25 566 97 0 708 81 Future Volume (vph) 41 214 84 92 208 0 25 566 97 0 708 81 Ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 2000 1900 1900 2000 1900 Storage Length (ft) 0 245 0 0 205 0 0 0 Storage Lanes 0 1 0 0 1 0 0 0 Taper Length (ft) 25 25 300 25 Lane Util. Factor 0.95 0.95 100 0.95 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.850 0.978 0.985 Flt Protected 0.992 0.985 0.950 Satd. Flow (prot) 0 3770 1615 0 3717 0 1805 3716 0 0 3706 0 Flt Permitted 0.693 0.691 0.345 Satd. Flow (perm) 0 2633 1615 0 2608 0 656 3716 0 0 3706 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 245 10 9 Link Speed (mph) 30 30 35 35 Link Distance (ft) 4048 232 310 254 Travel Time (s) 92.0 5.3 6.0 4.9 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles (%) 0% 0% 0% 0% 1 % 0% 0% 0% 0% ' 0% 1 %° 1 % Shared Lane Traffic (%) Lane Group Flow (vph) 0 263 87 0 309 0 26 684 0 0 814 0 Turn Type Perm NA Perm Perm NA custom NA NA Protected Phases 6 1 6 9 3 38 25411 Permitted Phases 6 6 1 6 9 8 12 Detector Phase 6 6 6 1 6 9 1 69 3 38 25411 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 Minimum Split (s) 22.0 22.0 22.0 10.0 Total Split (s) 31.0 31.0 31.0 30.0 Total Split (%) 15.5% 15.5% 15.5% 15.0% Yellow Time (s) 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 Lost Time Adjust (s) -2.0 0.0 -2.0 Total Lost Time (s) 4.0 6.0 4.0 Lead/Lag Lead Lead Lead Lead Lead -Lag Optimize? Recall Mode None None None None Act Effct Green (s) 27.0 25.0 60.0 64.4 66.8 98.0 Actuated g/C Ratio 0.14 0.13 0.30 0.32 0.33 0.49 v/c Ratio 0.74 0.21 0.40 0.07 0.55 0.45 Control Delay (s/veh) 96.7 1.1 1.7 45.6 55.3 2.1 Queue Delay 0.0 0.0 1.8 0.0 0.6 0.4 Total Delay (s/veh) 96.7 1.1 3.5 45.6 55.9 2.5 LOS F A A D E A Approach Delay (s/veh) 72.9 3.5 55.6 2.5 Approach LOS E A E A Queue Length 50th (ft) 178 0 1 23 383 10 Queue Length 95th (ft) 236 0 m1 51 452 11 EX SAT 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Existing Satuday Midday Peak Hour Page 1 DF 12:00 pm 10/24/2025 Lanes and Geometrics 101: IL 83 & Kensington Road 10/24/2025 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Shared Lane Traffic (%) Turn Type Permitted Phases Switch Phase Minimum Split (s) 22.0 22.0 22.0 10.0 10.0 22.0 7.0 7.0 7.0 Total Split (s) 26.0 31.0 41.0 20.0 30.0 41.0 7.0 7.0 7.0 Total Split (%) 13% 16% 21% 10% 15% 21%° 4% 4% 4% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 20 2.0 2.0 2.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Lag Lead Lag Lag Lead Lead -Lag Optimize? Recall Mode None C-Max None None None None None None None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Queue Delay Total Delay (s/veh) LOS Approach LOS Queue Length 95th (ft) EX SAT 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Existing Satuday Midday Peak Hour Page 2 DF 12:00 pm 10/24/2025 Lanes and Geometrics 101: IL 83 & Kensington Road 10/24/2025 Turn Bay Length (ft) 245 205 Base Capacity (vph) 355 416 782 360 1247 1820 Starvation Cap Reductn 0 0 317 0 0 488 Spillback Cap Reductn 0 0 0 0 249 0 Storage Cap Reductn 0 0 0 0 0 0 Cycle Length: 200 Actuated Cycle Length: 200 Offset: 0 (0%), Referenced to phase 2:SBT, Start of 1st Green, Master Intersection Natural Cycle: 130 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.94 Intersection Signal Delay (s/veh): 31.2 Intersection LOS: C Intersection Capacity Utilization 45.9% ICU Level of Servici Analysis Period (min) 15 Splits and Phases: 10 1: IL 83 & Kensington Road W*201 #201 #301 #101 #201 #301 #1 0VM01#301 V.2 0 04 UUUUUUUUUUUUUUN� #201 #101 #201 07 08 EX SAT 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Existing Satuday Midday Peak Hour Page 3 DF 12:00 pm 10/24/2025 Lanes and Geometrics 101: IL 83 & Kensington Road 10/24/2025 Turn Bay Length (ft) Starvation Cap Reductn Storage Cap Reductn EX SAT 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Existing Satuday Midday Peak Hour Page 4 DF 12:00 pm 10/24/2025 Lanes and Geometrics 201: IL 83 & US-12 10/24/2025 Lane Configurations ' 0 tt r tO itit r Traffic Volume (vph) 173 434 0 226 551 41 56 701 238 0 694 201 Future Volume (vph) 173 434 0 226 551 41 56 701 238 0 694 201 Ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 2000 1900 1900 2000 1900 Storage Length (ft) 0 0 350 40 160 305 0 100 Storage Lanes 1 0 1 1 1 1 0 1 Taper Length (ft) 25 120 155 25 Lane Util. Factor 1.00 0.95 095 1.00 0.95 1.00 1.00 0.91 0.91 1.00 0.95 1.00 Frt 0.850 0.962 0.850 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot) 1805 3762 0 1805 3762 1615 1805 5214 0 0 3762 1615 Flt Permitted 0.157 0.296 0.950 Satd. Flow (perm) 298 3762 0 562 3762 1615 1805 5214 0 0 3762 1615 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 245 42 180 Link Speed (mph) 35 35 40 40 Link Distance (ft) 254 626 3227 344 Travel Time (s) 4.9 12.2 55.0 5.9 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles (%) 0% 1 % 0% 0% 1 % 0% 0% 1% 0% ' 0% 1 %° 0% Shared Lane Traffic (%) Lane Group Flow (vph) 180 452 0 235 574 43 58 978 0 0 723 209 Turn Type pm+pt NA pm+pt NA custom Prot NA NA custom Protected Phases 3 811 7 411 5 2 512 1 2 6 9 Permitted Phases 811 411 4 12 1 2 6 Detector Phase 3 811 7 411 4 5 2 512 1 2 6 9 1 2 6 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 Minimum Split (s) 10.0 10.0 22.0 10.0 Total Split (s) 30.0 30.0 41.0 20.0 Total Split (%) 15.0% 15.0% 20.5%° 10.0% Yellow Time (s) 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 20 2.0 Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 Lead/Lag Lead Lead Lag Lag Lead -Lag Optimize? Recall Mode None None None None Act Effct Green (s) 71.4 46.0 68.0 44.0 37.0 16.0 54.0 98.0 80.0 Actuated g/C Ratio 0.36 0.23 0.34 0.22 0.19 0.08 0.27 0.49 0.40 v/c Ratio 0.60 0.52 0.69 0.69 0.09 0.40 0.68 0.39 0.28 Control Delay (s/veh) 33.4 27.5 57.2 76.9 0.3 96.3 65.1 3.6 1.0 Queue Delay 2.7 1.7 0.0 0.0 0.0 0.0 0.0 0.5 0.4 Total Delay (s/veh) 36.2 29.2 57.2 76.9 0.3 96.3 65.1 4.0 1.3 LOS D C E E A F E A A Approach Delay (s/veh) 31.2 67.6 66.9 3.4 Approach LOS C E E A Queue Length 50th (ft) 28 291 225 374 0 74 412 31 0' Queue Length 95th (ft) m100 356 310 447 0 131 467 35 m0 EX SAT 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Existing Satuday Midday Peak Hour Page 5 DF 12:00 pm 10/24/2025 Lanes and Geometrics 201: IL 83 & U S-12 10/24/2025 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Shared Lane Traffic (%) Turn Type Permitted Phases Switch Phase Minimum Split (s) 22.0 22.0 22.0 22.0 7.0 7.0 7.0 Total Split (s) 26.0 31.0 31.0 41.0 7.0 7.0 7.0 Total Split (%) 13% 16% 16% 21% 4% 4%° 4% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 20 2.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lead Lag Lag Lead Lead -Lag Optimize? Recall Mode None C-Max None None None None None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Queue Delay Total Delay (s/veh) LOS Approach LOS Queue Length 95th (ft) EX SAT 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Existing Satuday Midday Peak Hour Page 6 DF 12:00 pm 10/24/2025 Lanes and Geometrics 201: IL 83 & U S-12 10/24/2025 *J Internal Link Dist (ft) 174 546 3147 264 Turn Bay Length (ft) 350 40 160 100 Base Capacity (vph) 302 864 358 827 498 144 1438 1843 754 Starvation Cap Reductn 52 248 0 0 0 0 0 633 213 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Cycle Length: 200 Actuated Cycle Length: 200 Offset: 0 (0%), Referenced to phase 2:SBT, Start of 1st Green, Master Intersection Natural Cycle: 130 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.94 Intersection Signal Delay (s/veh): 43.4 Intersection LOS: D Intersection Capacity Utilization 58.9% ICU Level of Servic Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 201: IL 83 & US-12 #101 #201 #3 101 #201 #301 #1q1 1 01 *201 #201 #301 #101 #201 301 #1 1 .0 #2�01#301 rw� IIIII�� � 09 V12 4 UUUUUUUUUUUUUUN1 #201 #101 #201 7 08 111� `ll EX SAT 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Existing Satuday Midday Peak Hour Page 7 DF 12:00 pm 10/24/2025 Lanes and Geometrics 201: IL 83 & U S-12 Turn Bay Length (ft) Starvation Cap Reductn Storage Cap Reductn 10/24/2025 EX SAT 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Existing Satuday Midday Peak Hour Page 8 DF 12:00 pm 10/24/2025 Lanes and Geometrics 301: US-12 &Kensington Road 10/24/2025 Lane Configurations 0 +T' r +tt tt r Traffic Volume (vph) 0 247 64 49 231 106 77 850 0 69 789 123 Future Volume (vph) 0 247 64 49 231 106 77 850 0 69 789 123 Ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 2000 1900 1900 2000 1900 Storage Length (ft) 0 0 0 170 95 0 130 40 Storage Lanes 0 0 0 1 1 0 1 1 Taper Length (ft) 25 25 65 125 Lane Util. Factor 1.00 0.95 095 0.95 0.95 1.00 1.00 0.91 1.00 1.00 0.95 1.00 Frt 0.969 0.850 0.850 Flt Protected 0.991 0.950 0.950 Satd. Flow (prot) 0 3682 0 0 3766 1599 1805 5406 0 1805 3762 1615 Flt Permitted 0.612 0.950 0.950 Satd. Flow (perm) 0 3682 0 0 2326 1599 1805 5406 0 1805 3762 1615 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 14 245 245 Link Speed (mph) 30 35 40 40 Link Distance (ft) 232 4479 344 330 Travel Time (s) 5.3 87.3 5.9 5.6 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 0% 0% 0% 0% 0% 1%° 0% 1% 0% ' 0% 1%° 0% Shared Lane Traffic (%) Lane Group Flow (vph) 0 327 0 0 295 112 81 895 0 73 831 129 Turn Type NA Perm NA Perm Prot NA Prot NA custom Protected Phases 69 6 34512 2345 1 12 Permitted Phases 6 6 11 12 2 Detector Phase 69 6 6 6 34512 2345 1 12 2 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 22.0 22.0 22.0 22.0 22.0 Total Split (s) 31.0 31.0 31.0 26.0 31.0' Total Split (%) 15.5% 15.5% 15.5% 13.0% 15.5% Yellow Time (s) 4.0 4.0 4.0 4.0 40 All -Red Time (s) 2.0 2.0 20 2.0 2.0 Lost Time Adjust (s) -2.0 0.0 -2.0 -20 Total Lost Time (s) 4.0 6.0 4.0 4.0 Lead/Lag Lead Lead Lead Lead Lag Lead -Lag Optimize? Recall Mode None None None None C-Max Act Effct Green (s) 34.0 27.0 25.0 94.0 132.0 22.0 53.0 27.0 Actuated g/C Ratio 0.17 0.14 0.13 0.47 0.66 0.11 0.27 0.14 v/c Ratio 0.51 0.94 0.27 0.10 0.25 0.37 0.83 0.30 Control Delay (s/veh) 18.2 121.1 1.6 10.6 1.1 88.4 77.9 1.8' Queue Delay 2.2 0.0 0.0 0.0 0.4 0.0 0.0 0.0 Total Delay (s/veh) 20.3 121.1 1.6 10.6 1.5 88.4 77.9 1.8 LOS C F A B A F E A Approach Delay (s/veh) 20.3 88.2 2.3 69.2 Approach LOS C F A E Queue Length 50th (ft) 70 206 0 58 9 91 554 0' Queue Length 95th (ft) 88 #311 0 m77 9 154 641 0 EX SAT 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Existing Satuday Midday Peak Hour Page 9 DF 12:00 pm 10/24/2025 Lanes and Geometrics 301: US-12 & Kensington Road 10/24/2025 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Shared Lane Traffic (%) Turn Type Permitted Phases Switch Phase Minimum Split (s) 10.0 22.0 10.0 10.0 22.0 7.0 7.0 7.0 Total Split (s) 30.0 41.0 20.0 30.0 41.0 7.0 7.0 7.0 Total Split (%) 15% 21% 10% 15% 21% 4%° 4% 4% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 20 2.0 2.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lead -Lag Optimize? Recall Mode None None None None None None None None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Queue Delay Total Delay (s/veh) LOS Approach LOS Queue Length 95th (ft) EX SAT 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Existing Satuday Midday Peak Hour Page 10 DF 12:00 pm 10/24/2025 Lanes and Geometrics 301: US-12 & Kensington Road 10/24/2025 NO III## Internal Link Dist (ft) 152 4399 264 250 Turn Bay Length (ft) 170 95 130 40 Base Capacity (vph) 637 314 414 848 3567 198 996 429 Starvation Cap Reductn 185 0 0 0 1989 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Cycle Length: 200 Actuated Cycle Length: 200 Offset: 0 (0%), Referenced to phase 2:SBT, Start of 1st Green, Master Intersection Natural Cycle: 130 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.94 Intersection Signal Delay (s/veh): 42.4 Intersection LOS: D Intersection Capacity Utilization 54.2% ICU Level of Servici Analysis Period (min) 15 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and F;nases: JUI: U5-12 & Kensington Koaa #101 #201 #30t101 #201 #301 #1011#1001#1de rx!p W*201 #201 #301 #101 #201 #301 # IM0VM01#301 + SVJ 2 04 SO ��� 1„�' i iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii��l�l #201 #101, #201 07 08 EX SAT 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Existing Satuday Midday Peak Hour Page 11 DF 12:00 pm 10/24/2025 Lanes and Geometrics 301: US-12 & Kensington Road 10/24/2025 Turn Bay Length (ft) Starvation Cap Reductn Storage Cap Reductn EX SAT 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Existing Satuday Midday Peak Hour Page 12 DF 12:00 pm 10/24/2025 HCM 7th TWSC 6: Just Tires/Kimber Automotives north access drives & US-12 10/24/2025 Int Delay, s/veh 0 Lane Configurations 0 tit Y Y Traffic Vol, veh/h 4 959 0 0 981 4 0 0 0 0 0 0 Future Vol, veh/h 4 959 0 0 981 4 0 0 0 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0- Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Conflicting Flow All 1071 Stage 1 - Stage 2 - Critical Hdwy 4.14 Critical Hdwy Stg 1 - Critical Hdwy Stg 2 - Follow-up Hdwy 2.22 Pot Cap-1 Maneuver 647 Stage 1 - Stage 2 - Platoon blocked, % Mov Cap-1 Maneuver 647 Mov Cap-2 Maneuver - Stage 1 - Stage 2 - HCM LOS HCM Lane V/C Ratio HCM Ctrl Dly (s/v) HCM Lane LOS 0 0 - - 0 1584 2122 521 1598 2120 535 - - - - - 1051 1051 - 1068 1068 - - - - - - 533 1071 - 530 1051 - - - - - - 7.54 6.54 6.94 7.54 6.54 6.94 - - - - - 6.54 5.54 - 6.54 5.54 - - - - - - 6.54 5.54 - 6.54 5.54 - - - - - - 3.52 4.02 3.32 3.52 4.02 3.32 - - 0 - - 73 50 500 71 50 490 - - 0 - - 242 302 - 237 296 - - - 0 - - 498 296 - 500 302 - - - - - - 72 49 500 70 49 490 - - - - - 176 157 - 173 158 - - - - - - 240 299 - 237 296 - - - - - - 498 296 - 496 299 - A A - 0.007 - - - - 10.6 - - 0 B - - A EX SAT 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Existing Satuday Midday Peak Hour Page 1 DF 12:00 pm 10/24/2025 HCM 7th TWSC 9: Just Tires/Kimber Automotives south access drives & US-12 10/24/2025 Int Delay, s/veh 0.1 Lane Configurations 0 0 Y Y Traffic Vol, veh/h 0 959 0 3 981 1 1 0 8 1 0 3 Future Vol, veh/h 0 959 0 3 981 1 1 0 8 1 0 3 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0- Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Conflicting Flow All - 0 0 1042 0 0 1582 2116 521 1595 2116 534 Stage 1 - - - - - - 1042 1042 - 1073 1073 - Stage 2 - - - - - - 540 1074 - 521 1042 - Critical Hdwy - - - 414 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy - - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 0 - - 663 - - 73 50 500 72 50 491 Stage 1 0 - - - - - 245 305 - 235 295 - Stage 2 0 - - - - - 494 ; 294 - 506 305 - Platoon blocked, % - - - - Mov Cap-1 Maneuver - - - 663 - - 72 50 500 70 50 491 Mov Cap-2 Maneuver - - - - - - 177 159 - 171 158 - Stage 1 - - - - - - 245 305 - 233 293 - Stage 2 - - - - - - 487 292 - 498 305 - HCM LOS B C HCM Lane V/C Ratio 0.024 0.005 - - - - 0.013 HCM Ctrl Dly (s/v) 13.9 10.5 - - - - 15.9 HCM Lane LOS B B - - - - C EX SAT 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Existing Satuday Midday Peak Hour Page 2 DF 12:00 pm 10/24/2025 Capacity Analysis Summary Sheets Year 2031 No -Build Weekday Morning Peak Hour Lanes and Geometrics 101: IL 83 &Kensington Road 10/24/2025 W-A --op --Nv -4/ NO 11110 Lane Configurations'tt r 0 +tt r itit r Traffic Volume (vph) 34 217 203 63 178 0 55 610 78 © 609 69 Future Volume (vph) 34 217 203 63 178 0 55 610 78 0 609 69 Ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 2000 1900 1900 2000 1900 Storage Length (ft) 120 245 0 0 205 140 0 0 Storage Lanes 1 1 1 0 1 1 0 1 Taper Length (ft) 120 25 300 25 Lane Util . Factor 1.00 0.95 1.00 1.00 0.95 0.95 1.00 0.91 1.00 1.00 0.95 1.00' Frt 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot) 1805 3762 1568 1752 3725 0 1770 5200 1599 0 3654 1583 Flt Permitted 0.499 0.499 0.400 Satd. Flow (perm) 948 3762 1568 920 3725 0 745 5200 1599 0 3654 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 253 223 134 Link Speed (mph) 30 30 40 40 Link Distance (ft) 4048 232 330 254 Travel Time (s) 92.0 5.3 5.6 4.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 0% 1% 3% 3% 2% 0% 2% 5% 1% 0% 4% 2% Shared Lane Traffic (%) Lane Group Flow (vph) 37 236 221 68 193 0 60 663 85 0 662 75 Turn Type Perm NA Perm Perm NA custom NA Perm NA Perm Protected Phases 6 1 69 3 38 25411 Permitted Phases 6 6 1 6 9 8 38 12 25411 Detector Phase 6 6 6 1 6 9 1 69 3 38 38 25411 25411 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 Minimum Split (s) 22.0 22.0 22.0 10.0 Total Split (s) 31.0 31.0 31.0 32.0 Total Split (%) 14.1% 14.1% 14.1% 14.5% Yellow Time (s) 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 Lost Time Adjust (s) -2.0 -2.0 0.0 -2.0 Total Lost Time (s) 4.0 4.0 6.0 4.0 Led/Lag Lead Lead Lead Lead Lead -Lag Optimize? Recall Mode Max Max Max Max Act Effct Green (s) 27.0 27.0 25.0 59.0 59.0 62.0 62.0 58.0 117.0 100.0 Actuated g/C Ratio 0.12 0.12 011 0.27 0.27 0.28 0.28 0.26 0.53 0.45 v/c Ratio 0.32 0.51 0.55 0.28 0.19 0.18 0.45 0.15 0.34 0.09 Control Delay (s/veh) 96.5 94.7 9.0 4.8 2.0 48.4 53.1 0.5 2.2 0.2 Queue Delay 0.0 0.0 0.0 1.6 0.6 0.0 0.3 0.0 0.3 0.2 Total Delay (s/veh) 96.5 94.7 9.0 6.4 2.6 48.4 53.4 0.5 2.5 0.4 LOS F F A A A D D A A A Approach Delay (s/veh) 56.5 3.6 47.4 2.3 Approach LOS E A D A Queue Length 50th (ft) 50 173 0 2 1 59 269 0 15 0 Queue Length 95th (ft) 97 227 48 16 2 101 311 0 17 mo NB AM 25-265 -Commercial Development - Mt Prospect 9:39 am 10/24/202Taj11hJ4Build Rkp�baday Mornin Page 1 Lanes and Geometrics 101: IL 83 & Kensington Road 10/24/2025 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Satd. Flow (prot) FIt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Shared Lane Traffic Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Split (s) 19.0 22.0 22.0 10.0 10.0 22.0 7.0 7.0 7.0 Total Split;(s) 25.0 38.0 52.0 21.0 46.0 38.0 7.0 7.0 7.0 Total Split (%) 11% 17% 24% 10% 21% 17% 3% 3% 3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Lag Lead Lag Lag Lead Lead -Lag Optimize? Recall Mode Max C-Max Max Max Max Max Max Max Max Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay (s/veh) Queue Delay Total Delay (s/veh) LOS Approach Delay (s/veh) Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) NB AM 25-265 - Commercial Development - Mt Prospect 9:39 am 10/24/202Taj11hJ4Bufld Rk{�aday Mornin Page 2 Lanes and Geometrics 101: IL 83 & Kensington Road 10/24/2025 NO 11110 Internal Link Dist (ft) 3968 152 250 174 Turn Bay Length (ft) 120 245 205 140 Base Capacity (vph) 116 461 402 246 998 340 1465 585 1943 792 Starvation Cap Reductn 0 0 0 84 514 0 0 0 695 367 Spillback Cap Reductn © 0 0 0 0 0 305 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Cycle Length: 220 Actuated Cycle Length: 220 Offset: 0 (0%), Referenced to phase 2:SBT, Start of 1st Green, Master Intersection Natural Cycle: 130 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.77 Intersection Signal Delay (s/veh): 29.9 Intersection LOS: C Intersection Capacity Utilization 43.7% ICU Level of Servici Analysis Period (min) 15 Splits and Phases: 10 1: IL 83 & Kensington Road of 4L= #201 #301 #101 #2011 #301 'V1 2 0%, 04 #201 #1011 #201 08 # M V10201QV30 , il 1 01, 11"\ ", 1 NB AM 25-265 - Commercial Development - Mt Prospect 9:39 am 10/24/202Taj11hJ4Sufld Rk{�aday Mornin Page 3 Lanes and Geometrics 101: IL 83 & Kensington Road 10/24/2025 Turn Bay Length (ft) Starvation Cap Reductn Storage Cap Reductn NB AM 25-265 -Commercial Development - Mt Prospect 9:39 am 10/24/202Taj11hJ4Build Rkp�baday Mornin Page 4 Lanes and Geometrics 201: IL 83 & U S-12 10/24/2025 Lane Configurations 0 "�tt r tO tO Traffic Volume (vph) 162 483 0 148 483 17 5 915 196 0 616 128 Future Volume (vph) 162 483 0 148 483 17 5 915 196 0 616 128 Ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 2000 1900 1900 2000 1900 Storage Length (ft) 0 0 350 40 160 315 0 100 Storage Lanes 2 0 2 1 1 1 0 0 Taper Length (ft) 25 120 155 25 Lane Util. Factor 0.97 0.95 095 0.97 0.95 1.00 1.00 0.91 0.91 1.00 0.91 0.91 Frt 0.850 0.974 0.974 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot) 3400 3585 0 3467 3585 1429 1805 5223 0 0 5080 0 Flt Permitted 0.950 0.950 0.950 Satd. Flow (perm) 3400 3585 0 3467 3585 1429 1805 5223 0 0 5080 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 223 21 27 Link Speed (mph) 40 40 40 40 Link Distance (ft) 254 626 3272 344 Travel Time (s) 4.3 10.7 55.8 5.9 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles (%) 3% 6% 0% 1 % 6% 13% 0% 2% 1 % " 0% 4% 8%' Shared Lane Traffic (%) Lane Group Flow (vph) 167 498 0 153 498 18 5 1145 0 0 767 0 Turn Type Prot NA Prot NA custom Prot NA NA Protected Phases 3 811 7 411 5 2 512 1 2 6 9 Permitted Phases 4 12 Detector Phase 3 811 7 411 4 5 2 512 1 2 6 9 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 Minimum Split (s) 10.0 10.0 22.0 10.0 Total Split (s) 32.0 46.0 52.0 21.0 Total Split (%) 14.5% 20.9% 23.6% 9.5% Yellow Time (s) 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 Lead/Lag Lead Lead Lag Lag Lead -Lag Optimize? Recall Mode Max Max Max Max Act Effct Green (s) 28.0 41.0 42.0 55.0 48.0 17.0 62.0 104.0 Actuated g/C Ratio 0.13 0.19 0.19 0.25 0.22 0.08 0.28 0.47 v/c Ratio 0.39 0.75 0.23 0.56 0.04 0.04 0.77 0.32 Control Delay (s/veh) 50.3 50.4 76.4 74.7 0.1 94.8 75.2 3.1 Queue Delay 1.6 1.8 0.0 0.0 0.0 0.0 0.0 0.1 Total Delay (s/veh) 51.9 52.2 76.4 74.7 0.1 94.8 75.2 3.2 LOS D D E E A F E A Approach Delay (s/veh) 52.2 73.1 75.3 3.2 Approach LOS D E E A Queue Length 50th (ft) 39 391 99 352 0 7 565 17 Queue Length 95th (ft) 61 468 140 422 0 25 622 21 NB AM 25-265 -Commercial Development - Mt Prospect 9:39 am 10/24/202Taj11hJ4Build Rkp�baday Mornin Page 5 Lanes and Geometrics 201: IL 83 & US-12 10/24/2025 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Satd. Flow (prot) FIt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Shared Lane Traffic Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Split (s) 19.0 22.0 22.0 22.0 7.0 7.0 7.0 Total Split (s) 25.0 38.0 31.0 38.0 7.0 7.0 7.0 Total Split (%) 11% 17% 14% 17% 3% 3% 3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lead Lag Lag Lead Lead -Lag Optimize? Recall Mode Max C-Max Max Max Max Max Max Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay (s/veh) Queue Delay Total Delay (s/veh) LOS Approach Delay (s/veh) Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) NB AM 25-265 - Commercial Development - Mt Prospect 9:39 am 10/24/202Taj11hJ4Bufld Rk{�aday Mornin Page 6 Lanes and Geometrics 201: IL 83 & US-12 10/24/2025 *J NO 1111#W0 Internal Link Dist (ft) 174 546 3192 264 Turn Bay Length (ft) 350 40 160 Base Capacity (vph) 432 668 661 896 486 139 1487 2415 Starvation Cap Reductn 137 67 0 0 0 0 0 503 Spillback Cap Reductn © 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Cycle Length: 220 Actuated Cycle Length: 220 Offset: 0 (0%), Referenced to phase 2:SBT, Start of 1st Green, Master Intersection Natural Cycle: 130 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.77 Intersection Signal Delay (s/veh): 53.1 Intersection LOS: D Intersection Capacity Utilization 48.3% ICU Level of Servici Analysis Period (min) 15 Splits and Phases: 201: IL 83 & US-12 #101 #201 *3GV1 #2011 #301 �71QY3�2�#201 #301 #10,1 #2011 #301 �kl V10201QMV30 4mmorw 0 \9\ 1 V1 2 %004 #201 #101 #201 07 08 NB AM 25-265 - Commercial Development - Mt Prospect 9:39 am 10/24/202Taj11hJ4Sufld Rk{�aday Mornin Page 7 Lanes and Geometrics 201: IL 83 & U S-12 Turn Bay Length (ft) Starvation Cap Reductn Storage Cap Reductn 10/24/2025 NB AM 25-265 -Commercial Development - Mt Prospect 9:39 am 10/24/202Taj11hJ4Build Rkp�baday Mornin Page 8 Lanes and Geometrics 301: US-12 &Kensington Road 10/24/2025 Lane Configurations tt r tt r +tt +tt r Traffic Volume (vph) 0 215 80 15 166 86 62 1000 0 75 657 41 Future Volume (vph) 0 215 80 15 166 86 62 1000 0 75 657 41 Ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 2000 1900 1900 2000 1900 Storage Length (ft) 0 0 150 170 95 0 130 40 Storage Lanes 0 1 1 1 1 0 1 1 Taper Length (ft) 25 170 65 125 Lane Util . Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.91 1.00 1.00 0.91 1.00' Frt 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot) 0 3725 1599 1805 3689 1553 1787 5250 0 1770 5353 1615 Flt Permitted 0.395 0.950 0.950 Satd. Flow (perm) 0 3725 1599 750 3689 1553 1787 5250 0 1770 5353 1615 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 193 253 253 Link Speed (mph) 30 35 40 40 Link Distance (ft) 232 4479 344 337 Travel Time (s) 5.3 87.3 5.9 5.7 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (%) 0% 2% 1 % 0% 3% 4% 1 %Q 4% 3% 2% 2% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 0 231 86 16 178 92 67 1075 0 81 706 44 Turn Type NA pm+ov Perm NA Perm Prot NA Prot NA custom Protected Phases 69 1 6 34512 2345 1 12 Permitted Phases 69 6 6 11 12 2 Detector Phase 69 1 6 6 6 34512 2345 1 12 2 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 19.0 22.0 22.0 22.0 19.0 22.0 Total Split (s) 25.0 31.0 31.0 31.0 25.0 38.0 Total Split(%) 11.4% 14.1 % 14.1 % 14.1 % 11.4% 17.3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 -2.0 -2.0 0.0 -2.0 -2.....0 Total Lost Time (s) 6.0 4.0 4.0 6.0 4.0 4.0 Lead/Lag Lead Lead Lead Lead Lead Lag Lead -Lag Optimize? Recall Mode Max Max Max Max Max C-Max Act Effct Green (s) 34.0 57.0 27.0 27.0 25.0 108.0 153.0 21.0 59.0 34.0 Actuated g/C Ratio 0.15 026 0.12 0.12 0.11 0.49 0.70 0.10 0.27 0.15 v/c Ratio 0.40 0.15 0.17 0.39 0.23 0.08 0.29 0.48 0.49 0.10 Control Delay (s/veh) 23.1 0.6 91.9 91.8 1.3 11.9 0.7 104.E 69.3 0.4 Queue Delay 0.6 1.2 0.0 0.0 0.0 0.0 0.5 0.0 0.0 0.0 Total Delay (s/veh) 23.7 1.7 91.9 91.8 1.3 11.9 1.2 104.E 69.3 0.4 LOS C A F F A B A F E A Approach Delay (s/veh) 17.7 62.7 1.9 69.1 Approach LOS B E A E Queue Length 50th (ft) 41 0 21 131 0 57 9 116 325 0 Queue Length 95th (ft) 54 0 53 179 0 m70 9 186 373 0 NB AM 25-265 -Commercial Development - Mt Prospect 9:39 am 10/24/202Taj11hJ4Build Rkp�baday Mornin Page 9 Lanes and Geometrics 301: US-12 & Kensington Road 10/24/2025 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Satd. Flow (prot) FIt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Shared Lane Traffic Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Split (s) 10.0 22.0 10.0 10.0 22.0 7.0 7.0 7.0 Total Split;(s) 32.0 52.0 21.0 46.0 38.0 7.0 7.0 7.0 Total Split (%) 15% 24% 10% 21% 17% 3% 3% 3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lead -Lag Optimize? Recall Mode Max Max Max Max Max Max Max Max Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay (s/veh) Queue Delay Total Delay (s/veh) LOS Approach Delay (s/veh) Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) NB AM 25-265 - Commercial Development - Mt Prospect 9:39 am 10/24/202Taj11hJ4Bufld Rk{�aday Mornin Page 10 Lanes and Geometrics 301: US-12 & Kensington Road 10/24/2025 NO 11110 Internal Link Dist (ft) 152 4399 264 257 Turn Bay Length (ft) 150 170 95 130 40 Base Capacity (vph) 575 557 92 452 400 877 3651 168 1435 463 Starvation Cap Reductn 120 323 0 0 0 0 1982 0 0 0 Spillback Cap Reductn 0 0 0 0 Q 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Cycle Length: 220 Actuated Cycle Length: 220 Offset: 0 (0%), Referenced to phase 2:SBT, Start of 1st Green, Master Intersection Natural Cycle: 130 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.77 Intersection Signal Delay (s/veh): 32.3 Intersection LOS: C Intersection Capacity Utilization 44.8% ICU Level of Servic Analysis Period (min) 15 Splits and Phases: 301: US-12 & Kensington Road #10�1 ;�3(IDl� �71QY3�2� #201 #30 k101 #201 #301 �kl k,080k2�90L3�V1 2 %004 NB AM 25-265 -Commercial Development - Mt Prospect 9:39 am 10/24/202Taj11hJ4Build Rkp�baday Mornin Page 11 Lanes and Geometrics 301: US-12 & Kensington Road 10/24/2025 Turn Bay Length (ft) Starvation Cap Reductn Storage Cap Reductn NB AM 25-265 -Commercial Development - Mt Prospect 9:39 am 10/24/202Taj11hJ4Build Rkp�baday Mornin Page 12 HCM 7th TWSC 6: Just Tires/Kimber Automotive north access drive & US-12 10/24/2025 Int Delay, s/veh 0 Lane Configurations fit tit Y Y Traffic Vol, veh/h 0 1089 6 2 773 0 0 0 0 0 0 0 Future Vol, veh/h 0 1089 6 2 773 0 0 0 0 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0- Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94 Heavy Vehicles, % 0 2 0 0 3 0 0 0 0 0 0 0 Conflicting Flow All - 0 0 1165 0 0 1577 1988 582 1406 1991 411 Stage 1 - - - - - - 1162 1162 - 827 827 - Stage 2 - - - - - - 415 827 - 579 1165 - Critical Hdwy - - - 4.1 - - 7.5 6.5 6.9 7.5 6.5 6.9 Critical Hdwy Stg 1 - - - - - - 6.5 5.5 - 6.5 5.5 - Critical Hdwy Stg 2 - - - - - - 6.5 5.5 - 6.5 5.5 - Follow-up Hdwy - - - 2.2 - - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 0 - - 607 - 0 75 62 461 101 61 595 Stage 1 0 - - - - 0 211 272 - 336 389 - Stage 2 0 - - - - 0 591 ; 389 - 473 271 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - 607 - - 75 61 461 100 61 595 Mov Cap-2 Maneuver - - - - - - 166 173 - 223 172 - Stage 1 - - - - - - 211 272 - 335 387 - Stage 2 - - - - - - 588 387 - 473 271 - HCM LOS A A HCM Lane V/C Ratio - 0.004 - - - - HCM Ctrl Dly (s/v) 0 11 - - - 0' HCM Lane LOS A B - - - A NB AM 25-265 -Commercial Development - Mt Prospect 9:39 am 10/24/202Taj11hJ4Build Rkp�baday Mornin Page 1 HCM 7th TWSC 9: J ust Ti res/Ki m ber Automotives south access d rive & U S-12 10/24/2025 Int Delay, s/veh 0.1 Lane Configurations fit tit Y Y Traffic Vol, veh/h 2 1085 2 1 774 5 1 0 4 1 0 0 Future Vol, veh/h 2 1085 2 1 774 5 1 0 4 1 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0- Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94 Heavy Vehicles, % 0 2 0 0 4 0 0 0 0 0 0 0 Conflicting Flow All 829 0 0 1156 0 0 1573 1990 578 1410 1989 414 Stage 1 - - - - - - 1160 1160 - 828 828 - Stage 2 - - - - - - 414 831 - 581 1161 - Critical Hdwy 4.1 - - 4.1 - - 7.5 6.5 6.9 7.5 6.5 6.9 Critical Hdwy Stg 1 - - - - - - 6.5 5.5 - 6.5 5.5 - Critical Hdwy Stg 2 - - - - - - 6.5 5.5 - 6.5 5.5 - Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 812 - - 611 - - 76 61 464 100 62 593 Stage 1 - - - - - - 211 272 - 336 388 - Stage 2 - - - - - - 592 387 - 471 272 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 812 - - 611 - - 75 61 464 99 61 593 Mov Cap-2 Maneuver - - - - - - 166 172 - 221 172 - Stage 1 - - - - - - 211 271 - 335 388 - Stage 2 - - - - - - 590 386 - 465 271 - HCM LOS C C HCM Lane V/C Ratio 0.016 0.002 - - 0.003 - - 0.005 HCM Ctrl Dly (s/v) 15.7 10.9 - - 9.4 - - 21.4 HCM Lane LOS C B - - A - - C NB AM 25-265 -Commercial Development - Mt Prospect 9:39 am 10/24/202Taj11hJ4Build Rkp�baday Mornin Page 2 Capacity Analysis Summary Sheets Year 2031 No -Build Weekday Evening Peak Hour Lanes and Geometrics 101: IL 83 &Kensington Road 10/24/2025 W-A --op --Nv -4/ NO 11110 Lane Configurations'tt r 0 +tt r itit r Traffic Volume (vph) 29 214 82 76 279 0 50 720 95 0 757 114 Future Volume (vph) 29 214 82 76 279 0 50 720 95 0 757 114 Ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 2000 1900 1900 2000 1900 Storage Length (ft) 145 245 0 0 205 140 0 0 Storage Lanes 1 1 1 0 1 1 0 1 Taper Length (ft) 190 25 300 25 Lane Util . Factor 1.00 0.95 1.00 1.00 0.95 0.95 1.00 0.91 1.00 1.00 0.95 1.00' Frt 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot) 1805 3762 1599 1805 3762 0 1805 5406 1615 0 3762 1599 Flt Permitted 0.313 0.508 0.353 Satd. Flow (perm) 595 3762 1599 965 3762 0 671 5406 1615 0 3762 1599 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 213 185 128 Link Speed (mph) 30 30 35 35 Link Distance (ft) 4048 232 320 254 Travel Time (s) 92.0 5.3 6.2 4.9 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles (%) 0% 1 % 1 % 0% 1 % 0% 0% 1 % 0% 0% 1 % 1 % Shared Lane Traffic (%) Lane Group Flow (vph) 30 223 85 79 291 0 52 750 99 0 789 119 Turn Type Perm NA Perm Perm NA custom NA Perm NA Perm Protected Phases 6 1 6 9 3 38 25411 Permitted Phases 6 6 1 6 9 8 38 12 25411 Detector Phase 6 6 6 1 6 9 1 69 3 38 38 25411 25411 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 Minimum Split (s) 22.0 22.0 22.0 10.0 Total Split (s) 30.0 30.0 30.0 27.0 Total Split (%) 13.0% 13.0% 13.0% 11.7% Yellow Time (s) 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 Lost Time Adjust (s) -2.0 -2.0 0.0 -2.0 Total Lost Time (s) 4.0 4.0 6.0 4.0 Led/Lag Lead Lead Lead Lead Lead -Lag Optimize? Recall Mode None None None None Act Effct Green (s) 26.0 26.0 24.0 60.0 60.0 76.6 77.4 74.4 131.0 114.0 Actuated g/C Ratio 0.11 0.11 010 0.26 0.26 0.33 0.34 0.32 0.57 0.50 v/c Ratio 0.45 0.52 0.24 0.31 0.30 0.15 0.41 0.15 0.37 0.14 Control Delay (s/veh) 117.6 101.1 1.6 4.1 2.1, 53.1 59.2 0.5 1.6 0.3 Queue Delay 0.0 0.0 0.0 2.7 1.0 0.0 0.1 0.0 0.5 0.3 Total Delay (s/veh) 117.6 1011 1.6 6.8 3.1' 53.1 59.4 0.5 2.1 0.6 LOS F F A A A D E A A A Approach Delay (s/veh) 77.5 3.9 52.5 1.9 Approach LOS E A D A Queue Length 50th (ft) 44 173 0 2 3 54 326 0 12 0 Queue Length 95th (ft) 90 227 0 m2 3 95 369 0 13 m 1 NB PM 25-265 -Commercial Development - Mt Prospect 9:47 am 10/24/202TLyu11fl may Evenin Page 1 Lanes and Geometrics 101: IL 83 & Kensington Road 10/24/2025 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Satd. Flow (prot) FIt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Shared Lane Traffic Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Split (s) 22.0 22.0 22.0 10.0 10.0 22.0 7.0 7.0 7.0 Total Split (s) 27.0 49.0 55.0 21.0 27.0 53.0 7.0 7.0 7.0 Total Split (%) 12% 21% 24% 9% 12% 23% 3% 3% 3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Lag Lead Lag Lag Lead Lead -Lag Optimize? Recall Mode None C-Max None None None None None None None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay (s/veh) Queue Delay Total Delay (s/veh) LOS Approach Delay (s/veh) Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) NB PM 25-265 - Commercial Development - Mt Prospect 9:47 am 10/24/202FyN3J+&u11fl may Even Page 2 Lanes and Geometrics 101: IL 83 & Kensington Road 10/24/2025 NO 11110 Internal Link Dist (ft) 3968 152 240 174 Turn Bay Length (ft) 145 245 205 140 Base Capacity (vph) 67 425 357 251 981 336 1818 647 2142 857 Starvation Cap Reductn 0 0 0 98 446 0 0 0 838 412 Spillback Cap Reductn © 0 0 0 0 0 253 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Cycle Length: 230 Actuated Cycle Length: 230 Offset: 0 (0%), Referenced to phase 2:SBT, Start of 1st Green, Master Intersection Natural Cycle: 130 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.74 Intersection Signal Delay (s/veh): 30.5 Intersection LOS: C Intersection Capacity Utilization 47.2% ICU Level of Servici Analysis Period (min) 15 Splits and Phases: 10 1: IL 83 & Kensington Road #101 #201 4OM1 #201 #301 #1011020VA "001#201 #3M01 #201 #301 # '* 1t10201t2@301f301 oh, 1 0 \9\ 02R) V12 5 04 INS E ENEMA` #201 #101 #201 07 08 NB PM 25-265 - Commercial Development - Mt Prospect 9:47 am 10/24/202TLyN3J+&u1lfl may Evenin Page 3 Lanes and Geometrics 101: IL 83 & Kensington Road 10/24/2025 Turn Bay Length (ft) Starvation Cap Reductn Storage Cap Reductn NB PM 25-265 -Commercial Development - Mt Prospect 9:47 am 10/24/202Fy11fl may Even Page 4 Lanes and Geometrics 201: IL 83 & U S-12 10/24/2025 Lane Configurations 0 "�tt r tO tO Traffic Volume (vph) 201 548 0 178 665 17 23 806 207 0 906 207 Future Volume (vph) 201 548 0 178 665 17 23 806 207 0 906 207 Ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 2000 1900 1900 2000 1900 Storage Length (ft) 0 0 350 40 160 315 0 100 Storage Lanes 2 0 2 1 1 1 0 0 Taper Length (ft) 25 120 155 25 Lane Util. Factor 0.97 0.95 095 0.97 0.95 1.00 1.00 0.91 0.91 1.00 0.91 0.91 Frt 0.850 0.969 0.972 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot) 3502 3762 0 3433 3725 1524 1805 5249 0 0 5307 0 Flt Permitted 0.950 0.950 0.950 Satd. Flow (perm) 3502 3762 0 3433 3725 1524 1805 5249 0 0 5307 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 213 29 33 Link Speed (mph) 35 35 40 40 Link Distance (ft) 254 626 3272 344 Travel Time (s) 4.9 12.2 55.8 5.9 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles (%) 0% 1% 0% 2% 2% 6% 0% 1% 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 209 571 0 185 693 18 24 1056 0 0 1160 0 Turn Type Prot NA Prot NA custom Prot NA NA Protected Phases 3 811 7 411 5 2 512 1 2 6 9 Permitted Phases 4 12 Detector Phase 3 811 7 411 4 5 2 512 1 2 6 9 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 Minimum Split (s) 10.0 10.0 22.0 10.0 Total Split (s) 27.0 27.0 55.0 21.0 Total Split (%) 11.7% 11.7% 23.9%° 9.1% Yellow Time (s) 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 Lead/Lag Lead Lead Lag Lag Lead -Lag Optimize? Recall Mode None None None None Act Effct Green (s) 23.0 61.6 19.4 58.0 51.0 17.0 73.0 116.0 Actuated g/C Ratio 0.10 0.27 0.08 0.25 0.22 0.07 0.32 0.50 v/c Ratio 0.60 0.57 0.64 0.74 0.04 0.18 0.63 0.43 Control Delay (s/veh) 93.3 25.7 111.9 84.6 0.1 103.6 66.9 4.1 Queue Delay 4.8 0.4 0.0 0.0 0.0 0.0 0.0 0.1 Total Delay (s/veh) 98.1 26.1 111.9 84.6 0.1 103.6 66.9 4.2 LOS F C F F A F E A Approach Delay (s/veh) 45.4 88.5 67.7 4.2 Approach LOS D F E A Queue Length 50th (ft) 77 412 145 524 0 35 497 33 Queue Length 95th (ft) 121 494 194 606 0 74 549 36 NB PM 25-265 -Commercial Development - Mt Prospect 9:47 am 10/24/202Fyu11fl may Evenin Page 5 Lanes and Geometrics 201: IL 83 & US-12 10/24/2025 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Satd. Flow (prot) FIt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Shared Lane Traffic Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Split (s) 22.0 22.0 22.0 22.0 7.0 7.0 7.0 Total Split (s) 27.0 49.0 30.0 53.0 7.0 7.0 7.0 Total Split (%) 12% 21% 13% 23% 3% 3% 3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lead Lag Lag Lead Lead -Lag Optimize? Recall Mode None C-Max None None None None None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay (s/veh) Queue Delay Total Delay (s/veh) LOS Approach Delay (s/veh) Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) NB PM 25-265 - Commercial Development - Mt Prospect 9:47 am 10/24/202FyN3J+&u11fl may Evenin Page 6 Lanes and Geometrics 201: IL 83 & US-12 10/24/2025 *J NO 1111#W0 Internal Link Dist (ft) 174 546 3192 264 Turn Bay Length (ft) 350 40 160 Base Capacity (vph) 350 1007 343 939 503 133 1685 2692 Starvation Cap Reductn 85 128 0 0 0 0 0 465 Spillback Cap Reductn © 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Cycle Length: 230 Actuated Cycle Length: 230 Offset: 0 (0%), Referenced to phase 2:SBT, Start of 1st Green, Master Intersection Natural Cycle: 130 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.74 Intersection Signal Delay (s/veh): 49.2 Intersection LOS: D Intersection Capacity Utilization 54.2% ICU Level of Servici Analysis Period (min) 15 Splits and Phases: 201: IL 83 & US-12 NB PM 25-265 - Commercial Development - Mt Prospect 9:47 am 10/24/202TLyN3J+&u1lfl may Evenin Page 7 Lanes and Geometrics 201: IL 83 & U S-12 Turn Bay Length (ft) Starvation Cap Reductn Storage Cap Reductn 10/24/2025 NB PM 25-265 -Commercial Development - Mt Prospect 9:47 am 10/24/202Fyu11fl may Evenin Page 8 Lanes and Geometrics 301: US-12 &Kensington Road 10/24/2025 Lane Configurations tt r tt r +tt +tt r Traffic Volume (vph) 0 235 74 23 279 136 73 911 0 76 977 70 Future Volume (vph) 0 235 74 23 279 136 73 911 0 76 977 70 Ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 2000 1900 1900 2000 1900 Storage Length (ft) 0 0 135 170 95 0 130 40 Storage Lanes 0 1 1 1 1 0 1 1 Taper Length (ft) 25 170 65 125 Lane Util . Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.91 1.00 1.00 0.91 1.00' Frt 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot) 0 3800 1615 1805 3800 1583 1805 5406 0 1787 5406 1583 Flt Permitted 0.347 0.950 0.950 Satd. Flow (perm) 0 3800 1615 659 3800 1583 1805 5406 0 1787 5406 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 157 213 213 Link Speed (mph) 30 35 40 40 Link Distance (ft) 232 4479 344 337 Travel Time (s) 5.3 87.3 5.9 5.7 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles (%) 0% 0% 0% 0% 0% 2% 0%Q 1% 0% 1% 1% 2% Shared Lane Traffic (%) Lane Group Flow (vph) 0 242 76 24 288 140 75 939 0 78 1007 72 Turn Type NA pm+ov Perm NA Perm Prot NA Prot NA custom Protected Phases 69 1 6 34512 2345 1 12 Permitted Phases 69 6 6 11 12 2 Detector Phase 69 1 6 6 6 34512 2345 1 12 2 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 22.0 22.0 22.0 22.0 22.0 22.0 Total Split (s) 27.0 30.0 30.0 30.0 27.0 49.0 Total Split(%) 11.7% 13.0% 13.0% 13.0% 11.7% 21.3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 -2.0 -2.0 0.0 -2.0 -2.....0 Total Lost Time (s) 6.0 4.0 4.0 6.0 4.0 4.0 Lead/Lag Lead Lead Lead Lead Lead Lag Lead -Lag Optimize? Recall Mode None None None None None C-Max Act Effct Green (s) 33.0 58.0 26.0 26.0 24.0 106.0 162.0 23.0 72.0 45.0 Actuated g/C Ratio 0.14 025 0.11 0.11 0.10 0.46 0.70 0.10 0.31 0.20 v/c Ratio 0.44 0.15 0.32 0.67 0.39 0.09 0.25 0.44 0.60 0.15 Control Delay (s/veh) 28.9 0.5 106.9 106.4 3.3 19.5 0.3 105.8 68.5 0.7 Queue Delay 0.7 1.2 0.0 0.0 0.0 0.0 0.3 0.0 0.0 0.0 Total Delay (s/veh) 29.6 1.7 106.9 106.4 3.3 19.5 0.7 105.8 68.5 0.7 LOS C A F F A B A F E A Approach Delay (s/veh) 23.0 74.5 2.1 66.7 Approach LOS C E A E Queue Length 50th (ft) 52 0 34 225 0 85 3 115 482 0 Queue Length 95th (ft) 67 0 74 286 0 136 3 184 534 0 NB PM 25-265 -Commercial Development - Mt Prospect 9:47 am 10/24/202TLyu11fl may Evenin Page 9 Lanes and Geometrics 301: US-12 & Kensington Road 10/24/2025 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Satd. Flow (prot) FIt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Shared Lane Traffic Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Split (s) 10.0 22.0 10.0 10.0 22.0 7.0 7.0 7.0 Total Split (s) 27.0 55.0 21.0 27.0 53.0 7.0 7.0 7.0 Total Split (%) 12% 24% 9% 12% 23% 3% 3% 3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lead -Lag Optimize? Recall Mode None None None None None None None None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay (s/veh) Queue Delay Total Delay (s/veh) LOS Approach Delay (s/veh) Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) NB PM 25-265 - Commercial Development - Mt Prospect 9:47 am 10/24/202FyN3J+&u11fl may Even Page 10 Lanes and Geometrics 301: US-12 & Kensington Road 10/24/2025 NO 11110 Internal Link Dist (ft) 152 4399 264 257 Turn Bay Length (ft) 135 170 95 130 40 Base Capacity (vph) 545 524 74 429 355 831 3807 178 1692 481 Starvation Cap Reductn 109 310 0 0 0 0 2073 0 0 0 Spillback Cap Reductn 0 0 0 0 Q 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Cycle Length: 230 Actuated Cycle Length: 230 Offset: 0 (0%), Referenced to phase 2:SBT, Start of 1st Green, Master Intersection Natural Cycle: 130 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.74 Intersection Signal Delay (s/veh): 40.9 Intersection LOS: D Intersection Capacity Utilization 44.8% ICU Level of Servic Analysis Period (min) 15 Splits and Phases: 301: US-12 & Kensington Road .O , ,1 #201 #301 " 1►' �', 1 1 20 A "0 1 #201 V12 5 201 07 M01 #201 #301 #1 1t10201t2@301f301 IM 04 101 #201 08 NB PM 25-265 -Commercial Development - Mt Prospect 9:47 am 10/24/202Fyu11fl may Evenin Page 11 Lanes and Geometrics 301: US-12 & Kensington Road 10/24/2025 Turn Bay Length (ft) Starvation Cap Reductn Storage Cap Reductn NB PM 25-265 -Commercial Development - Mt Prospect 9:47 am 10/24/202Fy11fl may Even Page 12 HCM 7th TWSC 6: Just Tires/Kimber Automotive north access drives & US-12 10/24/2025 Int Delay, s/veh 0 Lane Configurations 0 0 Y Y Traffic Vol, veh/h 0 1008 0 1 1122 0 0 0 1 0 0 0 Future Vol, veh/h 0 1008 0 1 1122 0 0 0 1 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0- Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Conflicting Flow All - 0 0 1096 0 0 1708 2317 548 1770 2317 610 Stage 1 - - - - - - 1096 1096 - 1222 1222 - Stage 2 - - - - - - 612 1222 - 548 1096 - Critical Hdwy - - - 414 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy - - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 0 - - 633 - - 59 37 480 53 37 438 Stage 1 0 - - - - - 228 288 - 190 250 - Stage 2 0 - - - - - 447 250 - 488 288 - Platoon blocked, % - - - - Mov Cap-1 Maneuver - - - 633 - - 59 37 480 53 37 438 Mov Cap-2 Maneuver - - - - - - 161 139 - 143 139 - Stage 1 - - - - - - 228 288 - 190 250 - Stage 2 - - - - - - 446 250 - 487 288 - HCM LOS B A HCM Lane V/C Ratio 0.002 0.002 - - - - - HCM Ctrl Dly (s/v) 12.5 10.7 - - - - 0 HCM Lane LOS B B - - - - A NB PM 25-265 -Commercial Development - Mt Prospect 9:47 am 10/24/202TLyu11B may Evenin Page 1 HCM 7th TWSC 9: Just Tires/Kimber Automotives south access drives & US-12 10/24/2025 Int Delay, s/veh 0.1 Lane Configurations 0 0 Y Y Traffic Vol, veh/h 1 1008 0 2 1120 3 1 0 1 1 0 2 Future Vol, veh/h 1 1008 0 2 1120 3 1 0 1 1 0 2 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0- Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Conflicting Flow All 1221 Stage 1 - Stage 2 - Critical Hdwy 4.14 Critical Hdwy Stg 1 - Critical Hdwy Stg 2 - Follow-up Hdwy 2.22 Pot Cap-1 Maneuver 567 Stage 1 - Stage 2 - Platoon blocked, % Mov Cap-1 Maneuver 567 Mov Cap-2 Maneuver - Stage 1 - Stage 2 - HCM LOS HCM Lane V/C Ratio HCM Ctrl Dly (s/v) HCM Lane LOS 0 0 1096 0 0 1711 2323 548 1773 2321 610 - - - - - 1098 1098 - 1223 1223 - - - - - - 613 1225 - 550 1098 - - - 414 - - 7.54 6.54 6.94 7.54 6.54 6.94 - - - - - 6.54 5.54 - 6.54 5.54 - - - - - - 6.54 5.54 - 6.54 5.54 - - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 - - 633 - - 59 37 480 52 37 437 - - - - - 227 287 - 190 250 - - - - - - 446 249 - 487 287 - - - 633 - - 58 37 480 52 37 437 - - - - - 160 138 - 142 138 - - - - - - 226 286 - 189 249 - - - - - - 442 248 - 484 286 - C C 0.009 0.003 - - 0.002 - - 0.013 20.2 10.7 - - 11.4 - - 19.1 C B - - B - - C NB PM 25-265 -Commercial Development - Mt Prospect 9:47 am 10/24/202TLyu11B may Evenin Page 2 CgpaciAnalysi ty s Summary Sheets Year 2031 No -Build Saturday Midday Peak Hour Lanes and Geometrics 101: IL 83 &Kensington Road 10/24/2025 W-A --op --Nv -4/ NO 11110 Lane Configurations'tt r 0 +tt r itit r Traffic Volume (vph) 43 223 87 96 216 0 26 589 101 © 736 84 Future Volume (vph) 43 223 87 96 216 0 26 589 101 0 736 84 Ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 2000 1900 1900 2000 1900 Storage Length (ft) 150 245 0 0 205 145 0 0 Storage Lanes 1 1 1 0 1 1 0 1 Taper Length (ft) 165 25 300 25 Lane Util . Factor 1.00 0.95 1.00 1.00 0.95 0.95 1.00 0.91 1.00 1.00 0.95 1.00' Frt 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot) 1805 3800 1615 1805 3762 0 1805 5460 1615 0 3762 1599 Flt Permitted 0.482 0.522 0.364 Satd. Flow (perm) 916 3800 1615 992 3762 0 692 5460 1615 0 3762 1599 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 245 213 147 Link Speed (mph) 30 30 35 35 Link Distance (ft) 4048 232 310 254 Travel Time (s) 92.0 5.3 6.0 4.9 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles (%) 0% 0% 0% 0% 1 % 0% 0% 0% 0% 0% 1 % 1 % Shared Lane Traffic (%) Lane Group Flow (vph) 44 230 90 99 223 0 27 607 104 0 759 87 Turn Type Perm NA Perm Perm NA custom NA Perm NA Perm Protected Phases 6 1 6 9 3 38 25411 Permitted Phases 6 6 1 6 9 8 38 12 25411 Detector Phase 6 6 6 1 6 9 1 69 3 38 38 25411 25411 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 Minimum Split (s) 22.0 22.0 22.0 10.0 Total Split (s) 31.0 31.0 31.0 30.0 Total Split (%) 15.5% 15.5% 15.5% 15.0% Yellow Time (s) 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 Lost Time Adjust (s) -2.0 -2.0 0.0 -2.0 Total Lost Time (s) 4.0 4.0 6.0 4.0 Lead/Lag Lead Lead Lead Lead Lead -Lag Optimize? Recall Mode None None None None Act Effct Green (s) 27.0 27.0 25.0 60.0 60.0 66.0 66.8 64.1 98.2 81.2 Actuated g/C Ratio 0.14 0.14 013 0.30 0.30 0.33 0.33 0.32 0.49 0.41 v/c Ratio 0.36 0.45 0.22 0.33 0.20 0.07 0.33 0.16 0.41 0.12 Control Delay (s/veh) 87.8 82.8 1.2 4.7 1.2 45.6 50.4 0.5 2.0 0.3 Queue Delay 0.0 0.0 0.0 1.9 0.5 0.0 0.1 0.0 0.5 0.2 Total Delay (s/veh) 87.8 82.8 1.2 6.6 1.7 45.6 50.5 0.5 2.5 0.5 LOS F F A A A D D A A A Approach Delay (s/veh) 63.2 3.2 43.3 2.3 Approach LOS E A D A Queue Length 50th (ft) 54 149 0 8 1 24 220 0 11 0 Queue Length 95th (ft) 103 200 0 34 1 52 259 0 12 m 1 NB SAT 25-265 - Commercial Development - Mt Prospect 10:03 am 10/24/2%', xNMB12ilR dday Middc- Page 1 Lanes and Geometrics 101: IL 83 & Kensington Road 10/24/2025 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Satd. Flow (prot) FIt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Shared Lane Traffic Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Split (s) 22.0 22.0 22.0 10.0 10.0 22.0 7.0 7.0 7.0 Total Split;(s) 26.0 31.0 41.0 20.0 30.0 41.0 7.0 7.0 7.0 Total Split (%) 13% 16% 21% 10% 15% 21% 4% 4% 4% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Lag Lead Lag Lag Lead Lead -Lag Optimize? Recall Mode None C-Max None None None None None None None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay (s/veh) Queue Delay Total Delay (s/veh) LOS Approach Delay (s/veh) Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) NB SAT 25-265 - Commercial Development - Mt Prospect 10:03 am 10/24/2%YxNMB12ilR ctdday Middc- Page 2 Lanes and Geometrics 101: IL 83 & Kensington Road 10/24/2025 NO 11110 Internal Link Dist (ft) 3968 152 230 174 Turn Bay Length (ft) 150 245 205 145 Base Capacity (vph) 123 513 416 297 1128 372 1822 662 1846 736 Starvation Cap Reductn 0 0 0 102 572 0 0 0 592 293 Spillback Cap Reductn © 0 0 0 0 0 333 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Cycle Length: 200 Actuated Cycle Length: 200 Offset: 0 (0%), Referenced to phase 2:SBT, Start of 1st Green, Master Intersection Natural Cycle: 130 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.72 Intersection Signal Delay (s/veh): 25.5 Intersection LOS: C Intersection Capacity Utilization 42.8% ICU Level of Servici Analysis Period (min) 15 Splits and Phases: 10 1: IL 83 & Kensington Road W*201 #201 #301 #101 #201 #301 + �12 0) \-+ i , I \-+ 04 #201 #101 #201 07 08 191ilwit I . 9.101 NB SAT 25-265 - Commercial Development - Mt Prospect 10:03 am 10/24/2%YxNMB12ilR ctdday Middc- Page 3 Lanes and Geometrics 101: IL 83 & Kensington Road 10/24/2025 Turn Bay Length (ft) Starvation Cap Reductn Storage Cap Reductn NB SAT 25-265 - Commercial Development - Mt Prospect 10:03 am 10/24/2%', xNMB12ilR dday Middc- Page 4 Lanes and Geometrics 201: IL 83 & U S-12 10/24/2025 Lane Configurations 0 �j'� tt r '� tO tO Traffic Volume (vph) 180 451 0 235 573 43 58 729 248 0 722 209 Future Volume (vph) 180 451 0 235 573 43 58 729 248 0 722 209 Ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 2000 1900 1900 2000 1900 Storage Length (ft) 0 0 350 40 160 305 0 100 Storage Lanes 2 0 2 1 1 1 0 0 Taper Length (ft) 25 120 155 25 Lane Util. Factor 0.97 0.95 0.95 0.97 0.95 1.00 1.00 0.91 0.91 1.00 0.91 0.91 Frt 0.850 0.962 0.966 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot) 3502 3762 0 3502 3762 1615 1805 5214 0 0 5234 0 Flt Permitted 0.950 0.950 0.950 Satd. Flow (perm) 3502 3762 0 3502 3762 1615 1805 5214 0 0 5234 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 213 42 51 Link Speed (mph) 35 35 40 40 Link Distance (ft) 254 626 3227 344 Travel Time (s) 4.9 12.2 55.0 5.9 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles (%) 0% 1 % 0% 0% 1 % 0% 0% 1 % 0% 0% 1 % 0% Shared Lane Traffic (%) Lane Group Flow (vph) 188 470 0 245 597 45 60 1017 0 0 970 0 Turn Type Prot NA Prot NA Perm Prot NA NA Protected Phases 3 811 7 411 5 2 512 1 2 6 9 Permitted Phases 411 12 Detector Phase 3 811 7 411 411 5 2 512 1 2 6 9 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 Minimum Split (s) 10.0 10.0 10.0 Total Split (s) 30.0 30.0 20.0 Total Split (%) 15.0% 15.0% 10.0% Yellow Time (s) 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 Lost Time Adjust (s) -2.0 -2.0 -2.0 Total Lost Time (s) 4.0 4.0 4.0 Lead/Lag Lead Lead Lag Lead -Lag Optimize? Recall Mode None None None Act Effct Green (s) 25.8 48.7 21.3 44.2 44.2 16.0 54.0 98.0 Actuated g/C Ratio 0.13 0.24 0.11 0.22 0.22 0.08 0.27 0.49 v/c Ratio 0.42 0.51 0.66 0.72 0.09 0.42 0.71 0.37 Control Delay (slveh) 43.7 29.7 94.3 77.9 0.3 96.9 66.2 2.6 Queue Delay 1.7 1.0 0.0 0.0 0.0 0.0 0.0 0.1 Total Delay (s/veh) 45.4 30.7 94.3 77.9 0.3 96.9 66.2 2.7 LOS D C F E A F E A Approach Delay (slveh) 34.9 78.5 67.9 2.7 Approach LOS C E E A Queue Length 50th (ft) 39 296 162 392 0 77 434 16 Queue Length 95th (ft) 53 371 211 467 0 135 489 18 NB SAT 25-265 - Commercial Development - Mt Prospect 10:03 am 10/24/2%', xNMB12ilR dday Middc- Page 5 Lanes and Geometrics 201: IL 83 & US-12 10/24/2025 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Satd. Flow (prot) FIt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Shared Lane Traffic Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Split (s) 22.0 22.0 22.0 22.0 22.0 7.0 7.0 7.0 Total Split;(s) 26.0 31.0 41.0 31.0 41.0 7.0 7.0 7.0 Total Split (%) 13% 16% 21% 16% 21% 4% 4% 4% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lead -Lag Optimize? Recall Mode None C-Max None None None None None None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay (s/veh) Queue Delay Total Delay (s/veh) LOS Approach Delay (s/veh) Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) NB SAT 25-265 - Commercial Development - Mt Prospect 10:03 am 10/24/2%YxNMB12ilR ctdday Middc- Page 6 Lanes and Geometrics 201: IL 83 & US-12 10/24/2025 *J NO 1111#W0 Internal Link Dist (ft) 174 546 3147 264 Turn Bay Length (ft) 350 40 160 Base Capacity (vph) 455 916 455 830 522 144 1438 2590 Starvation Cap Reductn 141 222 0 0 0 0 0 565 Spillback Cap Reductn © 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Cycle Length: 200 Actuated Cycle Length: 200 Offset: 0 (0%), Referenced to phase 2:SBT, Start of 1st Green, Master Intersection Natural Cycle: 130 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.72 Intersection Signal Delay (s/veh): 46.9 Intersection LOS: D Intersection Capacity Utilization 54.5% ICU Level of Servici Analysis Period (min) 15 Splits and Phases: 201: IL 83 & US-12 #101 #201 #301101 #201 #301 #1q1#14ffl011# *201 #201 #301 #101 #201 #301 #1 01##M01#301 02 V12 0) 04 �ii?#IiIIAMMMMUNUUMUNUF #201 #101 #201 07 08 NB SAT 25-265 - Commercial Development - Mt Prospect 10:03 am 10/24/2%YxNMB12ilR dday Middc- Page 7 Lanes and Geometrics 201: IL 83 & U S-12 Turn Bay Length (ft) Starvation Cap Reductn Storage Cap Reductn 10/24/2025 NB SAT 25-265 - Commercial Development - Mt Prospect 10:03 am 10/24/2%', xNMB12ilR dday Middc- Page 8 Lanes and Geometrics 301: US-12 &Kensington Road 10/24/2025 Lane Configurations tt r tt r +tt +tt r Traffic Volume (vph) 0 257 67 51 240 110 80 884 0 72 821 128 Future Volume (vph) 0 257 67 51 240 110 80 884 0 72 821 128 Ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 2000 1900 1900 2000 1900 Storage Length (ft) 0 0 135 170 95 0 130 40 Storage Lanes 0 1 1 1 1 0 1 1 Taper Length (ft) 25 170 65 125 Lane Util . Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.91 1.00 1.00 0.91 1.00' Frt 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot) 0 3800 1615 1805 3800 1599 1805 5406 0 1805 5406 1615 Flt Permitted 0.362 0.950 0.950 Satd. Flow (perm) 0 3800 1615 688 3800 1599 1805 5406 0 1805 5406 1615 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 180 245 245 Link Speed (mph) 30 35 40 40 Link Distance (ft) 232 4479 344 330 Travel Time (s) 5.3 87.3 5.9 5.6 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 0% 0% 0% 0% 0% 1 % 0% 1 % 0% 0% 1 % 0% Shared Lane Traffic (%) Lane Group Flow (vph) 0 271 71 54 253 116 84 931 0 76 864 135 Turn Type NA pm+ov Perm NA Perm Prot NA Prot NA custom Protected Phases 69 1 6 34512 2345 1 12 Permitted Phases 69 6 6 11 12 2 Detector Phase 69 1 6 6 6 34512 2345 1 12 2 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 22.0 22.0 22.0 22.0 22.0 22.0 Total Split (s) 26.0 31.0 31.0 31.0 26.0 31.0 Total Split(%) 13.0% 15.5% 15.5% 15.5% 13.0% 15.5% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 -2.0 -2.0 0.0 -2.0 -2.....0 Total Lost Time (s) 6.0 4.0 4.0 6.0 4.0 4.0 Lead/Lag Lead Lead Lead Lead Lead Lag Lead -Lag Optimize? Recall Mode None None None None None C-Max Act Effct Green (s) 34.0 58.0 27.0 27.0 25.0 94.0 132.0 22.0 53.0 27.0 Actuated g/C Ratio 0.17 029 0.14 0.14 0.13 0.47 0.66 0.11 0.27 0.14 v/c Ratio 0.42 0.12 0.59 0.49 0.28 0.10 0.26 0.38 0.60 0.31 Control Delay (s/veh) 25.0 0.4 107.4 83.8 1.7 8.6 0.6 88.9 66.4 1.9 Queue Delay 0.6 1.0 0.0 0.0 0.0 0.0 0.4 0.0 0.0 0.0 Total Delay (s/veh) 25.6 1.4 107.4 83.8 1.7 8.6 1.0 88.9 66.4 1.9 LOS C A F F A A A F E A Approach Delay (s/veh) 20.6 64.3 1.7 59.9 Approach LOS C E A E Queue Length 50th (ft) 52 0 68 165 0 55 6 95 371 0 Queue Length 95th (ft) 68 0 #132 218 0 m71 6 158 423 0 NB SAT 25-265 - Commercial Development - Mt Prospect 10:03 am 10/24/2%', xNMB12ilR dday Middc- Page 9 Lanes and Geometrics 301: US-12 & Kensington Road 10/24/2025 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Satd. Flow (prot) FIt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Shared Lane Traffic Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Split (s) 10.0 22.0 10.0 10.0 22.0 7.0 7.0 7.0 Total Split;(s) 30.0 41.0 20.0 30.0 41.0 7.0 7.0 7.0 Total Split (%) 15% 21% 10% 15% 21% 4% 4% 4% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lead -Lag Optimize? Recall Mode None None None None None None None None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay (s/veh) Queue Delay Total Delay (s/veh) LOS Approach Delay (s/veh) Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) NB SAT 25-265 - Commercial Development - Mt Prospect 10:03 am 10/24/2%YxNMB12ilR ctdday Middc- Page 10 Lanes and Geometrics 301: US-12 & Kensington Road 10/24/2025 NO 11110 Internal Link Dist (ft) 152 4399 264 250 Turn Bay Length (ft) 135 170 95 130 40 Base Capacity (vph) 646 596 92 513 414 842 3550 198 1432 429 Starvation Cap Reductn 142 370 0 0 0 0 1939 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Cycle Length: 200 Actuated Cycle Length: 200 Offset: 0 (0%), Referenced to phase 2:SBT, Start of 1st Green, Master Intersection Natural Cycle: 130 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.72 Intersection Signal Delay (s/veh): 35.1 Intersection LOS: D Intersection Capacity Utilization 43.6% ICU Level of Servici Analysis Period (min) 15 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and F;nases: JUI: U5-12 & Kensington Koad 01 #101 #201 #30-1101 #201 #301 #1011#1001#14 W*201 #201 #301 #101 #201 #301 +SV12 0) \-+ 04 REEMMIN #201 #101 #201 07 08 NB SAT 25-265 - Commercial Development - Mt Prospect 10:03 am 10/24/2%YxNMB12ilR ctdday Middc- Page 11 Lanes and Geometrics 301: US-12 & Kensington Road 10/24/2025 Turn Bay Length (ft) Starvation Cap Reductn Storage Cap Reductn NB SAT 25-265 - Commercial Development - Mt Prospect 10:03 am 10/24/2%', xNMB12ilR dday Middc- Page 12 HCM 7th TWSC 6: Just Tires/Kimber Automotives north access drives & US-12 10/24/2025 Int Delay, s/veh 0 Lane Configurations 0 tit Y Y Traffic Vol, veh/h 4 997 0 0 1020 4 0 0 0 0' 0 0 Future Vol, veh/h 4 997 0 0 1020 4 0 0 0 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0- Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Conflicting Flow All 1113 0 0 - Stage 1 - - - - Stage 2 - - - - Critical Hdwy 4.14 - - - Critical Hdwy Stg 1 - - - - Critical Hdwy Stg 2 - - - - Follow-up Hdwy 2.22 - - - Pot Cap-1 Maneuver 623 - - 0 Stage 1 - - - 0 Stage 2 - - - 0 Platoon blocked, % - - Mov Cap-1 Maneuver 623 - - - Mov Cap-2 Maneuver - - - - Stage 1 - - - - Stage 2 - - - - HCM LOS 0 1647 2205 542 1661 2203 557 - - 1092 1092 - 1111 1111 - - - 554 1113 - 551 1092 - - - 7.54 6.54 6.94 7.54 6.54 6.94 - - 6.54 5.54 - 6.54 5.54 - - - 6.54 5.54 - 6.54 5.54 - - - 3.52 4.02 3.32 3.52 4.02 3.32 - - 65 44 485 64 44 474 - - 229 289 - 223 283 - - - 484 282 - 486 289 - - - 65 43 485 63 44 474 - - 165 148 - 163 150 - - - 226 286 - 223 283 - - - 484 282 - 482 286 - A A HCM Lane V/C Ratio - - - 0.007 - - - HCM Ctrl Dly (s/v) 0 - - 10.8 - - 0 HCM Lane LOS A - - B - - A NB SAT 25-265 - Commercial Development - Mt Prospect 10:03 am 10/24/2%', xNMB12ilR dday Middc- Page 1 HCM 7th TWSC 9: Just Tires/Kimber Automotives south access drives & US-12 10/24/2025 Int Delay, s/veh 0.1 Lane Configurations 0 0 Y Y Traffic Vol, veh/h 0 997 0 3 1020 1 1 0 8 1 0 3 Future Vol, veh/h 0 997 0 3 1020 1 1 0 8 1 0 3 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0- Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Conflicting Flow All - 0 0 1084 0 0 1645 2200 542 1658 2199 555 Stage 1 - - - - - - 1084 1084 - 1116 1116 - Stage 2 - - - - - - 561 1116 - 542 1084 - Critical Hdwy - - - 414 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy - - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 0 - - 639 - - 66 44 485 64 44 475 Stage 1 0 - - - - - 232 291 - 221 281 - Stage 2 0 - - - - - 480 281 - 492 291 - Platoon blocked, % - - - - Mov Cap-1 Maneuver - - - 639 - - 65 44 485 63 44 475 Mov Cap-2 Maneuver - - - - - - 167 150 - 161 149 - Stage 1 - - - - - - 232 291 - 220 279 - Stage 2 - - - - - - 473 279 - 483 291 - HCM LOS B C HCM Lane V/C Ratio 0.024 0.005 - - - - 0.014 HCM Ctrl Dly (s/v) 14.2 10.7 - - - - 16.4 HCM Lane LOS B B - - - - C NB SAT 25-265 - Commercial Development - Mt Prospect 10:03 am 10/24/2%', xNMB12ilR dday Middy Page 2 Capacity Analysis Summary Sheets Year 2031 Total Projected Weekday Morning Peak Hour Lanes and Geometrics 101: IL 83 &Kensington Road 06/03/2026 W-A --op --Nv -4/ NO III## Lane Configurations'tt r 0 +tt r itit r Traffic Volume (vph) 34 219 203 63 178 0 57 623 81 0 609 69 Future Volume (vph) 34 219 203 63 178 0 57 623 81 0 609 69 Ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 2000 1900 1900 2000 1900' Storage Length (ft) 150 245 0 0 205 145 0 0 Storage Lanes 1 1 1 0 1 1 0 1 Taper Length (ft) 170 25 300 25 Lane Util . Factor 1.00 0.95 1.00 1.00 0.95 0.95 1.00 0.91 1.00 1.00 0.95 1.00 Frt 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot) 1805 3762 1568 1752 3725 0 1770 5200 1599 0 3654 1583 Flt Permitted 0.499 0.497 0.400 Satd. Flow (perm) 948 3762 1568 917 3725 0 745 5200 1599 0 3654 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 253 223 134 Link Speed (mph) 30 30 40 40 Link Distance (ft) 4048 232 330 254 Travel Time (s) 92.0 5.3 5.6 4.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 0% 1% 3% 3% 2% 0% 2% 5% 1% 0% 4% 2% Shared Lane Traffic (%) Lane Group Flow (vph) 37 238 221 68 193 0 62 677 88 0 662 75 Turn Type Perm NA Perm Perm NA custom NA Perm NA Perm Protected Phases 6 1 69 3 38 25411 Permitted Phases 6 6 1 6 9 8 38 12 25411 Detector Phase 6 6 6 1 6 9 1 69 3 38 38 25411 25411 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 Minimum Split (s) 22.0 22.0 22.0 10.0 Total Split (s) 31.0 31.0 31.0 26.0 Total Split (%) 14.1% 14.1% 14.1% 11.8% Yellow Time (s) 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 Lost Time Adjust (s) -2.0 -2.0 0.0 -2.0 Total Lost Time (s) 4.0 4.0 6.0 4.0 Led/Lag Lead Lead Lead Lead Lead -Lag Optimize? Recall Mode Max Max Max Max Act Effct Green (s) 27.0 27.0 25.0 59.0 59.0 59.0 59.0 55.0 123.0 106.0 Actuated g/C Ratio 0.12 0.12 011 0.27 0.27 0.27 0.27 0.25 0.56 0.48 v/c Ratio 0.32 0.52 0.55 0.28 0.19 0.21 0.49 0.16 0.32 0.09 Control Delay (s/veh) 96.5 94.8 9.0 4.8 2.0 50.3 55.7 0.6 2.0 0.2 Queue Delay 0.0 0.0 0.0 1.5 0.6 0.0 0.3 0.0 0.3 0.2 Total Delay (s/veh) 96.5 94.8 9.0 6.4 2.6 50.3 56.0 0.6 2.3 04 LOS F F A A A D E A A A Approach Delay (s/veh) 56.7 3.6 49.7 2.1 Approach LOS E A D A Queue Length 50th (ft) 50 175 o 2 1 62 280 0 15 0' Queue Length 95th (ft) 97 230 48 16 2 105 322 0 17 mo 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Projected Weekday Morning Peak Hour Lanes and Geometrics 101: IL 83 & Kensington Road 06/03/2026 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Satd. Flow (prot) FIt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Shared Lane Traffic Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Split (s) 19.0 22.0 22.0 10.0 10.0 22.0 7.0 7.0 7.0 Total Split;(s) 25.0 43.0 56.0 18.0 41.0 41.0 7.0 7.0 7.0 Total Split (%) 11% 20% 25% 8% 19% 19% 3% 3% 3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Lag Lead Lag Lag Lead Lead -Lag Optimize? Recall Mode Max C-Max Max Max Max Max Max Max Max Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay (s/veh) Queue Delay Total Delay (s/veh) LOS Approach Delay (s/veh) Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Projected Weekday Morning Peak Hour Lanes and Geometrics 101: IL 83 & Kensington Road 06/03/2026 NO III## Internal Link Dist (ft) 3968 152 250 174 Turn Bay Length (ft) 150 245 205 145 Base Capacity (vph) 116 461 402 245 998 302 1394 567 2042 832 Starvation Cap Reductn 0 0 0 83 514 0 0 0 731 418 Spillback Cap Reductn 0 0 0 0 0 0 233 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Cycle Length: 220 Actuated Cycle Length: 220 Offset: 0 (0%), Referenced to phase 2:SBT, Start of 1st Green, Master Intersection Natural Cycle: 130 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.75 Intersection Signal Delay (s/veh): 30.9 Intersection LOS: C Intersection Capacity Utilization 43.7% ICU Level of Servici Analysis Period (min) 15 Splits and Phases: 10 1: IL 83 & Kensington Road #101 #201 *3G'D11 #201 #301 14J .10\9\ Oi2 #101t1,020'12 MNOV201 A JjV1%25 #2011 07 1 #201 #301 #1 M0V2030:930 04 11 #101 #201 1 08 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Projected Weekday Morning Peak Hour Lanes and Geometrics 101: IL 83 & Kensington Road 06/03/2026 Turn Bay Length (ft) Starvation Cap Reductn Storage Cap Reductn 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Projected Weekday Morning Peak Hour Lanes and Geometrics 201: IL 83 & US-12 06/03/2026 Lane Configurations 0 "�tt r tO tO Traffic Volume (vph) 170 488 0 154 483 17 5 925 196 0 616 128 Future Volume (vph) 170 488 0 154 483 17 5 925 196 0 616 128 Ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 2000 1900 1900 2000 1900' Storage Length (ft) 0 0 350 40 160 315 0 100 Storage Lanes 2 0 2 1 1 1 0 0 Taper Length (ft) 25 120 155 25 Lane Util. Factor 0.97 0.95 095 0.97 0.95 1.00 1.00 0.91 0.91 1.00 0.91 0.91 Frt 0.850 0.974 0.974 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot) 3400 3585 0 3467 3585 1429 1805 5223 0 0 5080 0 Flt Permitted 0.950 0.950 0.950 Satd. Flow (perm) 3400 3585 0 3467 3585 1429 1805 5223 0 0 5080 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 223 21 29 Link Speed (mph) 40 40 40 40 Link Distance (ft) 254 626 3272 344 Travel Time (s) 4.3 10.7 55.8 5.9 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles (%) 3% 6% 0% 1% 6% 13% 0% 2% 1% 0% 4% 8% Shared Lane Traffic (%) Lane Group Flow (vph) 175 503 0 159 498 18 5 1156 0 0 767 0 Turn Type Prot NA Prot NA custom Prot NA NA Protected Phases 3 811 7 411 5 2 512 1 2 6 9 Permitted Phases 4 12 Detector Phase 3 811 7 411 4 5 2 512 1 2 6 9 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 Minimum Split (s) 10.0 10.0 22.0 10.0 Total Split (s) 26.0 41.0 56.0 18.0 Total Split (%) 11.8% 18.6% 25.5% 8.2% Yellow Time (s) 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 20 2.0 Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 Lead/Lag Lead Lead Lag Lag Lead -Lag Optimize? Recall Mode Max Max Max Max Act Effct Green (s) 22.0 44.0 37.0 59.0 52.0 14.0 64.0 109.0 Actuated g/C Ratio 0.10 0.20 0.17 0.27 0.24 0.06 0.29 0.50 v/c Ratio 0.51 0.70 0.27 0.52 0.04 0.04 0.75 0.30 Control Delay (s/veh) 77.5 43.5 81.2 70.7 0.1 97.8 73.2 2.8 Queue Delay 2.0 0.6 0.0 0.0 0.0 0.0 0.0 0.1 Total Delay (s/veh) 79.6 44.1 81.2 70.7 0.1 97.8 73.2 2.9 LOS E D F E A F E A Approach Delay (s/veh) 53.2 71.3 73.3 2.9 Approach LOS D E E A Queue Length 50th (ft) 58 390 106 343 0 7 564 16 Queue Length 95th (ft) 97 466 149 412 0 25 622 19 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Projected Weekday Morning Peak Hour Lanes and Geometrics 201: IL 83 & US-12 06/03/2026 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Satd. Flow (prot) FIt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Shared Lane Traffic Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Split (s) 19.0 22.0 22.0 22.0 7.0 7.0 7.0 Total Split;(s) 25.0 43.0 31.0 41.0 7.0 7.0 7.0 Total Split (%) 11% 20% 14% 19% 3% 3% 3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lead Lag Lag Lead Lead -Lag Optimize? Recall Mode Max C-Max Max Max Max Max Max Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay (s/veh) Queue Delay Total Delay (s/veh) LOS Approach Delay (s/veh) Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Projected Weekday Morning Peak Hour Lanes and Geometrics 201: IL 83 & U S-12 06/03/2026 t *J Internal Link Dist (ft) 174 546 3192 264 Turn Bay Length (ft) 350 40 160 Base Capacity (vph) 340 717 583 961 508 114 1534 2531 Starvation Cap Reductn 72 46 0 0 0 0 0 597 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Cycle Length: 220 Actuated Cycle Length: 220 Offset: 0 (0%), Referenced to phase 2:SBT, Start of 1st Green, Master Intersection Natural Cycle: 130 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.75 Intersection Signal Delay (s/veh): 52.3 Intersection LOS: D Intersection Capacity Utilization 48.7% ICU Level of Servic Analysis Period (min) 15 Splits and Phases: 201: IL 83 & US-12 #101 #201 3Q'D1 #2011 #301 10 1 20 2 M 0 201 M M1 #201 #301 #1 1 20 2030 30 11 0'� �� 2 � �12 � C �4 1 0 0 \ 11 #201 #101 #201 7 8 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Projected Weekday Morning Peak Hour Lanes and Geometrics 201: IL 83 & U S-12 Turn Bay Length (ft) Starvation Cap Reductn Storage Cap Reductn 06/03/2026 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Projected Weekday Morning Peak Hour Lanes and Geometrics 301: US-12 &Kensington Road 06/03/2026 MINOR Lane Configurations tt r tt r +tt +tt r Traffic Volume (vph) 0 218 82 19 166 86 62 1016 0 75 657 41 Future Volume (vph) 0 218 82 19 166 86 62 1016 0 75 657 41 Ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 2000 1900 1900 2000 1900' Storage Length (ft) 0 0 120 170 95 0 130 40 Storage Lanes 0 1 1 1 1 0 1 1 Taper Length (ft) 25 190 65 125 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.91 1.00 1.00 0.91 1.00 Frt 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot) 0 3725 1599 1805 3689 1553 1787 5250 0 1770 5353 1615 Flt Permitted 0.389 0.950 0.950 Satd. Flow (perm) 0 3725 1599 739 3689 1553 1787 5250 0 1770 5353 1615 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 193 253 253 Link Speed (mph) 30 35 40 40 Link Distance (ft) 232 4479 344 337 Travel Time (s) 5.3 87.3 5.9 5.7 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (%) 0% 2% 1% 0% 3% 4%° 1% 4% 3% 2% 2%° 0% Shared Lane Traffic (%) Lane Group Flow (vph) 0 234 88 20 178 92 67 1092 0 81 706 44 Turn Type NA pm+ov Perm NA Perm Prot NA Prot NA custom Protected Phases 69 1 6 34512 2345 1 12 Permitted Phases 69 6 6 11 12 2 Detector Phase 69 1 6 6 6 34512 2345 1 12 2 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 19.0 22.0 22.0 22.0 19.0 22.0 Total Split (s) 25.0 31.0 31.0 31.0 25.0 43.0 Total Split (%) 11.4% 14.1 % 14.1 % 14.1 % 11.4% 19.5% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 20 2.0 2.0 Lost Time Adjust (s) 0.0 -2.0 -2.0 0.0 -2.0 -2...0 Total Lost Time (s) 6.0 4.0 4.0 6.0 4.0 4.0 Lead/Lag Lead Lead Lead Lead Lead Lag Lead -Lag Optimize? Recall Mode Max Max Max Max Max C-Max Act Effct Green (s) 34.0 57.0 27.0 27.0 25.0 103.0 153.0 21.0 64.0 39.0 Actuated g/C Ratio 0.15 026 0.12 0.12 0.11 0.47 0.70 0.10 0.29 0.18 v/c Ratio 0.41 0.16 0.22 0.39 0.23 0.08 0.30 0.48 0.45 0.09 Control Delay (s/veh) 23.6 0.6 94.0 91.8 1.3 15.2 0.7 104.6 64.9 04 Queue Delay 0.6 1.2 0.0 0.0 0.0 0.0 0.5 0.0 0.0 0.0 Total Delay (s/veh) 24.2 1.7 94.0 91.8 1.3 15.2 1.2 104.6 64.9 0.4 LOS C A F F A B A F E A Approach Delay (s/veh) 18.1 63.3 2.0 65.3 Approach LOS B E A E Queue Length 50th (ft) 42 0 27 131 0 66 9 116 315 0' Queue Length 95th (ft) 56 0 62 179 0 m82 9 186 362 0 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Projected Weekday Morning Peak Hour Lanes and Geometrics 301: US-12 & Kensington Road 06/03/2026 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Satd. Flow (prot) FIt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Shared Lane Traffic Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Split (s) 10.0 22.0 10.0 10.0 22.0 7.0 7.0 7.0 Total Split;(s) 26.0 56.0 18.0 41.0 41.0 7.0 7.0 7.0 Total Split (%) 12% 25% 8% 19% 19% 3% 3% 3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lead -Lag Optimize? Recall Mode Max Max Max Max Max Max Max Max Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay (s/veh) Queue Delay Total Delay (s/veh) LOS Approach Delay (s/veh) Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Projected Weekday Morning Peak Hour Lanes and Geometrics 301: US-12 & Kensington Road 06/03/2026 NO III## Internal Link Dist (ft) 152 4399 264 257 Turn Bay Length (ft) 120 170 95 130 40 Base Capacity (vph) 575 557 90 452 400 836 3651 168 1557 494 Starvation Cap Reductn 120 321 0 0 0 0 1931 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Cycle Length: 220 Actuated Cycle Length: 220 Offset: 0 (0%), Referenced to phase 2:SBT, Start of 1st Green, Master Intersection Natural Cycle: 130 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.75 Intersection Signal Delay (s/veh): 31.0 Intersection LOS: C Intersection Capacity Utilization 45.2% ICU Level of Servici Analysis Period (min) 15 Splits and Phases: 301: US-12 & Kensington Road oil #2011 � 07 1 #201 #301 #1 MOV2030:930 04 1 #101 #201 fioo 1 08 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Projected Weekday Morning Peak Hour Lanes and Geometrics 301: US-12 & Kensington Road 06/03/2026 Turn Bay Length (ft) Starvation Cap Reductn Storage Cap Reductn 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Projected Weekday Morning Peak Hour HCM 7th TWSC 3: 1 L 83 & Site Access Drive 06/03/2026 Int Delay, s/veh 0.1 Lane Configurations r ttt tt Traffic Vol, veh/h 0 16 744 18 0 876 Future Vol, veh/h 0 18 744 18 0 876 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Conflicting Flow All - 414 0 0 - - Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 7.14 - - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.92 - - - - Pot Cap-1 Maneuver 0 502 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - 502 - - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - HCM LOS B HCM Lane V/C Ratio - - 0.039 - HCM Ctrl Dly (s/v) - - 12.5 - HCM Lane LOS - - B - 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Projected Weekday Morning Peak Hour HCM 7th TWSC 5: Site Access Drive & US-1 2 06/03/2026 Int Delay, s/veh 0.1 Lane Configurations r Traffic Vol, veh/h 1095 22 0 773 0 14 Future Vol, veh/h 1095 22 0 773 0 14 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # 0 - - 0 1 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Conflicting Flow All 0 0 - - - 607 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 7.14 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.92 Pot Cap-1 Maneuver - - 0 - 0 377 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - - - 377 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - HCM LOS 6 HCM Lane V/C Ratio 0.04 - - - HCM Ctrl Dly (s/v) 15 - - - HCM Lane LOS 6 - - - 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Projected Weekday Morning Peak Hour HCM 7th TWSC 6: Just Tires/Kimber Automotive north access drive & US-12 06/03/2026 Int Delay, s/veh 0 Lane Configurations fit tit Y Y Traffic Vol, veh/h 0 1103 6 2 773 0 0 0 0 0 0 0 Future Vol, veh/h 0 1103 6 2 773 0 0 0 0 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - p - - 0- Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94 Heavy Vehicles, % 0 2 0 0 3 0 0 0 0 0 0 0 Conflicting Flow All - 0 0 1180 0 0 1592 2003 590 1413 2006 411 Stage 1 - - - - - - 1177 1177 - 827 827 - Stage 2 - - - - - - 415 827 - 587 1180 - Critical Hdwy - - - 4.1 - - 7.5 6.5 6.9 7.5 6.5 6.9 Critical Hdwy Stg 1 - - - - - - 6.5 5.5 - 6.5 5.5 - Critical Hdwy Stg 2 - - - - - - 6.5 5.5 - 6.5 5.5 - Follow-up Hdwy - - - 2.2 - - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 0 - - 599 - 0 73 60 456 100 60 595 Stage 1 0 - - - - 0 206 267 - 336 389 - Stage 2 0 - - - - 0 591 389 - 468 266 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - 599 - - 73 60 456 99 60 595 Mov Cap-2 Maneuver - - - - - - 163 171 - 221 169 - Stage 1 - - - - - - 206 267 - 335 387 - Stage 2 - - - - - - 588 387 - 468 266 - HCM LOS A A HCM Lane V/C Ratio - 0.004 - - - - HCM Ctrl Dly (s/v) 0 11 - - - 0 HCM Lane LOS A B - - - A 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Projected Weekday Morning Peak Hour HCM 7th TWSC 9 : Just Tires/Ki m ber Automotives south access drive & US-1 2 06/03/2026 Int Delay, s/veh 0.1 Lane Configurations fit tit Y Y Traffic Vol, veh/h 2 1099 2 1 774 5 1 0 4 1 0 0 Future Vol, veh/h 2 1099 2 1 774 5 1 0 4 1 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - p - - 0- Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94 Heavy Vehicles, % 0 2 0 0 4 0 0 0 0 0 0 0 Conflicting Flow All 829 0 0 1171 0 0 1588 2005 586 1417 2004 414 Stage 1 - - - - - - 1174 1174 - 828 828 - Stage 2 - - - - - - 414 831 - 589 1176 - Critical Hdwy 4.1 - - 4.1 - - 7.5 6.5 6.9 7.5 6.5 6.9 Critical Hdwy Stg 1 - - - - - - 6.5 5.5 - 6.5 5.5 - Critical Hdwy Stg 2 - - - - - - 6.5 5.5 - 6.5 5.5 - Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 812 - - 604 - - 74 60 459 99 60 593 Stage 1 - - - - - - 207 268 - 336 388 - Stage 2 - - - - - - 592 387 - 467 268 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 812 - - 604 - - 73 60 459 97 60 593 Mov Cap-2 Maneuver - - - - - - 163 170 - 220 170 - Stage 1 - - - - - - 206 267 - 335 388 - Stage 2 - - - - - - 590 386 - 460 267 - HCM LOS C C HCM Lane V/C Ratio 0.016 0.002 - - 0.003 - - 0.005 HCM Ctrl Dly (s/v) 15.9 11 - - 9.4 - - 21.5 HCM Lane LOS C B - - A - - C 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Projected Weekday Morning Peak Hour Capacity Analysis Summary Sheets Year 2031 Total Projected Weekday Evening Peak Hour Lanes and Geometrics 101: IL 83 &Kensington Road 06/03/2026 W-A --op --Nv -4/ NO III## Lane Configurations'tt r 0 +tt r itit r Traffic Volume (vph) 29 216 82 76 279 0 53 744 101 0 757 114 Future Volume (vph) 29 216 82 76 279 0 53 744 101 0 757 114 Ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 2000 1900 1900 2000 1900' Storage Length (ft) 150 245 0 0 205 145 0 0 Storage Lanes 1 1 1 0 1 1 0 1 Taper Length (ft) 170 25 300 25 Lane Util . Factor 1.00 0.95 1.00 1.00 0.95 0.95 1.00 0.91 1.00 1.00 0.95 1.00 Frt 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot) 1805 3762 1599 1805 3762 0 1805 5406 1615 0 3762 1599 Flt Permitted 0.313 0.506 0.353 Satd. Flow (perm) 595 3762 1599 961 3762 0 671 5406 1615 0 3762 1599 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 213 185 128 Link Speed (mph) 30 30 35 35 Link Distance (ft) 4048 232 320 254 Travel Time (s) 92.0 5.3 6.2 4.9 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles (%) 0% 1 % 1 % 0% 1 % 0% 0% 1% 0% 0% 1 % 1 % Shared Lane Traffic (%) Lane Group Flow (vph) 30 225 85 79 291 0 55 775 105 0 789 119 Turn Type Perm NA Perm Perm NA custom NA Perm NA Perm Protected Phases 6 1 6 9 3 38 25411 Permitted Phases 6 6 1 6 9 8 38 12 25411 Detector Phase 6 6 6 1 6 9 1 69 3 38 38 25411 25411 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 Minimum Split (s) 22.0 22.0 22.0 10.0 Total Split (s) 30.0 30.0 30.0 27.0 Total Split (%) 13.0% 13.0% 13.0% 11.7% Yellow Time (s) 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 Lost Time Adjust (s) -2.0 -2.0 0.0 -2.0 Total Lost Time (s) 4.0 4.0 6.0 4.0 Led/Lag Lead Lead Lead Lead Lead -Lag Optimize? Recall Mode None None None None Act Effct Green (s) 26.0 26.0 24.0 60.0 60.0 76.3 77.1 74.0 131.0 114.0 Actuated g/C Ratio 0.11 0.11 010 0.26 0.26 0.33 0.34 0.32 0.57 0.50 v/c Ratio 0.45 0.53 0.24 0.32 0.30 0.16 0.43 0.16 0.37 0.14 Control Delay (s/veh) 117.6 101.2 1.6 4.1 2.1 53.2 59.7 0.5 1.6 0.3 Queue Delay 0.0 0.0 0.0 2.8 1.0 0.0 0.1 0.0 0.5 0.3 Total Delay (s/veh) 117.6 101.2 1.6 6.9 3.1 53.2 59.8 0.5 2.1 0.6 LOS F F A A A D E A A A Approach Delay (s/veh) 77.7 3.9 52.7 1.9 Approach LOS E A D A Queue Length 50th (ft) 44 174 0 2 3 58 338 0 12 0' Queue Length 95th (ft) 90 230 0 m2 3 99 382 0 13 m 1 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Projected Weekday Evening Peak Hour Lanes and Geometrics 101: IL 83 & Kensington Road 06/03/2026 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Satd. Flow (prot) FIt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Shared Lane Traffic Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Split (s) 22.0 22.0 22.0 10.0 10.0 22.0 7.0 7.0 7.0 Total Split (s) 27.0 49.0 55.0 21.0 27.0 53.0 7.0 7.0 7.0 Total Split (%) 12% 21% 24% 9% 12% 23% 3% 3% 3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Lag Lead Lag Lag Lead Lead -Lag Optimize? Recall Mode None C-Max None None None None None None None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay (s/veh) Queue Delay Total Delay (s/veh) LOS Approach Delay (s/veh) Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Projected Weekday Evening Peak Hour Lanes and Geometrics 101: IL 83 & Kensington Road 06/03/2026 NO III## Internal Link Dist (ft) 3968 152 240 174 Turn Bay Length (ft) 150 245 205 145 Base Capacity (vph) 67 425 357 250 981 335 1811 644 2142 857 Starvation Cap Reductn 0 0 0 98 446 0 0 0 841 412 Spillback Cap Reductn 0 0 0 0 0 0 250 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Cycle Length: 230 Actuated Cycle Length: 230 Offset: 0 (0%), Referenced to phase 2:SBT, Start of 1st Green, Master Intersection Natural Cycle: 130 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.74 Intersection Signal Delay (s/veh): 30.9 Intersection LOS: C Intersection Capacity Utilization 47.2% ICU Level of Servici Analysis Period (min) 15 Splits and Phases: 10 1: IL 83 & Kensington Road #101 #201 4OM1 #201 #301 #1011020VA "001#201 #3U01 #201 #301 #1 V1020V20301*)l INS ohl 0 \9\ 02R) V12 5 04 ENEMA, #201 #101 #201 07 08 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Projected Weekday Evening Peak Hour Lanes and Geometrics 101: IL 83 & Kensington Road 06/03/2026 Turn Bay Length (ft) Starvation Cap Reductn Storage Cap Reductn 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Projected Weekday Evening Peak Hour Lanes and Geometrics 201: IL 83 & US-12 06/03/2026 Lane Configurations 0 "�tt r tO tO Traffic Volume (vph) 216 557 0 187 665 17 23 821 207 0 906 207 Future Volume (vph) 216 557 0 187 665 17 23 821 207 0 906 207 Ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 2000 1900 1900 2000 1900' Storage Length (ft) 0 0 350 40 160 315 0 100 Storage Lanes 2 0 2 1 1 1 0 0 Taper Length (ft) 25 120 155 25 Lane Util. Factor 0.97 0.95 095 0.97 0.95 1.00 1.00 0.91 0.91 1.00 0.91 0.91 Frt 0.850 0.970 0.972 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot) 3502 3762 0 3433 3725 1524 1805 5254 0 0 5307 0 Flt Permitted 0.950 0.950 0.950 Satd. Flow (perm) 3502 3762 0 3433 3725 1524 1805 5254 0 0 5307 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 213 28 33 Link Speed (mph) 35 35 40 40 Link Distance (ft) 254 626 3272 344 Travel Time (s) 4.9 12.2 55.8 5.9 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles (%) 0% 1% 0% 2% 2% 6%° 0% 1% 0% 0% 0%° 0% Shared Lane Traffic (%) Lane Group Flow (vph) 225 580 0 195 693 18 24 1071 0 0 1160 0 Turn Type Prot NA Prot NA custom Prot NA NA Protected Phases 3 811 7 411 5 2 512 1 2 6 9 Permitted Phases 4 12 Detector Phase 3 811 7 411 4 5 2 512 1 2 6 9 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 Minimum Split (s) 10.0 10.0 22.0 10.0 Total Split (s) 27.0 27.0 55.0 21.0 Total Split (%) 11.7% 11.7% 23.9%° 9.1% Yellow Time (s) 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 20 2.0 Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 Lead/Lag Lead Lead Lag Lag Lead -Lag Optimize? Recall Mode None None None None Act Effct Green (s) 23.0 61.0 20.0 58.0 51.0 17.0 73.0 116.0 Actuated g/C Ratio 0.10 0.27 0.09 0.25 0.22 0.07 0.32 0.50 v/c Ratio 0.64 0.58 0.66 0.74 0.04 0.18 0.64 0.43 Control Delay (s/veh) 98.2 25.9 112.2 84.6 0.1 103.6 67.3 4.1 Queue Delay 6.4 0.4 0.0 0.0 0.0 0.0 0.0 0.1 Total Delay (s/veh) 104.6 26.3 112.2 84.6 0.1 103.6 67.3 4.2 LOS F C F F A F E A Approach Delay (s/veh) 48.2 88.8 68.1 4.2 Approach LOS D F E A Queue Length 50th (ft) 87 422 153 524 0 35 506 33 Queue Length 95th (ft) 132 502 203 606 0 74 559 36 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Projected Weekday Evening Peak Hour Lanes and Geometrics 201: IL 83 & US-12 06/03/2026 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Satd. Flow (prot) FIt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Shared Lane Traffic Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Split (s) 22.0 22.0 22.0 22.0 7.0 7.0 7.0 Total Split (s) 27.0 49.0 30.0 53.0 7.0 7.0 7.0 Total Split (%) 12% 21% 13% 23% 3% 3% 3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lead Lag Lag Lead Lead -Lag Optimize? Recall Mode None C-Max None None None None None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay (s/veh) Queue Delay Total Delay (s/veh) LOS Approach Delay (s/veh) Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Projected Weekday Evening Peak Hour Lanes and Geometrics 201: IL 83 & U S-12 06/03/2026 t *J Internal Link Dist (ft) 174 546 3192 264 Turn Bay Length (ft) 350 40 160 Base Capacity (vph) 350 998 343 939 503 133 1686 2692 Starvation Cap Reductn 81 112 0 0 0 0 0 465 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Cycle Length: 230 Actuated Cycle Length: 230 Offset: 0 (0%), Referenced to phase 2:SBT, Start of 1st Green, Master Intersection Natural Cycle: 130 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.74 Intersection Signal Delay (s/veh): 50.1 Intersection LOS: D Intersection Capacity Utilization 54.6% ICU Level of Servic Analysis Period (min) 15 Splits and Phases: 201: IL 83 & US-12 #101 #201 4OM1 #201 #301 #1011020VA "001 #201 #3U01 #201 #301 #1 V1 20V2 0 3 l ohl \9\ o02R) V12 5 04 #201 #101 #201 07 08 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Projected Weekday Evening Peak Hour Lanes and Geometrics 201: IL 83 & U S-12 Turn Bay Length (ft) Starvation Cap Reductn Storage Cap Reductn 06/03/2026 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Projected Weekday Evening Peak Hour Lanes and Geometrics 301: US-12 &Kensington Road 06/03/2026 Lane Configurations tt r tt r +tt +tt r Traffic Volume (vph) 0 241 76 29 279 136 73 935 0 76 977 70 Future Volume (vph) 0 241 76 29 279 136 73 935 0 76 977 70 Ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 2000 1900 1900 2000 1900' Storage Length (ft) 0 0 120 170 95 0 130 40 Storage Lanes 0 1 1 1 1 0 1 1 Taper Length (ft) 25 190 65 125 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.91 1.00 1.00 0.91 1.00 Frt 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot) 0 3800 1615 1805 3800 1583 1805 5406 0 1787 5406 1583 Flt Permitted 0.336 0.950 0.950 Satd. Flow (perm) 0 3800 1615 638 3800 1583 1805 5406 0 1787 5406 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 157 213 213 Link Speed (mph) 30 35 40 40 Link Distance (ft) 232 4479 344 337 Travel Time (s) 5.3 87.3 5.9 5.7 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles (%) 0% 0% 0% 0% 0% 2%° 0% 1% 0% 1% 1%° 2% Shared Lane Traffic (%) Lane Group Flow (vph) 0 248 78 30 288 140 75 964 0 78 1007 72 Turn Type NA pm+ov Perm NA Perm Prot NA Prot NA custom Protected Phases 69 1 6 34512 2345 1 12 Permitted Phases 69 6 6 11 12 2 Detector Phase 69 1 6 6 6 34512 2345 1 12 2 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 22.0 22.0 22.0 22.0 22.0 22.0 Total Split (s) 27.0 30.0 30.0 30.0 27.0 49.0 Total Split (%) 11.7% 13.0% 13.0% 13.0% 11.7% 21.3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 20 2.0 2.0 Lost Time Adjust (s) 0.0 -2.0 -2.0 0.0 -2.0 -2...0 Total Lost Time (s) 6.0 4.0 4.0 6.0 4.0 4.0 Lead/Lag Lead Lead Lead Lead Lead Lag Lead -Lag Optimize? Recall Mode None None None None None C-Max Act Effct Green (s) 33.0 58.0 26.0 26.0 24.0 106.0 162.0 23.0 72.0 45.0 Actuated g/C Ratio 0.14 025 0.11 0.11 0.10 0.46 0.70 0.10 0.31 0.20 v/c Ratio 0.46 0.15 0.42 0.67 0.39 0.09 0.25 0.44 0.60 0.15 Control Delay (s/veh) 29.9 0.6 113.7 106.4 3.3 19.2 0.3 105.8 68.5 07 Queue Delay 0.8 1.2 0.0 0.0 0.0 0.0 0.3 0.0 0.0 0.0 Total Delay (s/veh) 30.7 1.8 113.7 106.4 3.3 19.2 0.7 105.8 68.5 0.7 LOS C A F F A B A F E A Approach Delay (s/veh) 23.8 75.3 2.0 66.7 Approach LOS C E A E Queue Length 50th (ft) 56 0 43 225 0 85 3 115 482 0' Queue Length 95th (ft) 71 0 89 286 0 135 2 184 534 0 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Projected Weekday Evening Peak Hour Lanes and Geometrics 301: US-12 & Kensington Road 06/03/2026 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Satd. Flow (prot) FIt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Shared Lane Traffic Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Split (s) 10.0 22.0 10.0 10.0 22.0 7.0 7.0 7.0 Total Split (s) 27.0 55.0 21.0 27.0 53.0 7.0 7.0 7.0 Total Split (%) 12% 24% 9% 12% 23% 3% 3% 3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lead -Lag Optimize? Recall Mode None None None None None None None None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay (s/veh) Queue Delay Total Delay (s/veh) LOS Approach Delay (s/veh) Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Projected Weekday Evening Peak Hour Lanes and Geometrics 301: US-12 & Kensington Road 06/03/2026 NO III## Internal Link Dist (ft) 152 4399 264 257 Turn Bay Length (ft) 120 170 95 130 40 Base Capacity (vph) 545 524 72 429 355 831 3807 178 1692 481 Starvation Cap Reductn 109 307 0 0 0 0 2059 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Cycle Length: 230 Actuated Cycle Length: 230 Offset: 0 (0%), Referenced to phase 2:SBT, Start of 1st Green, Master Intersection Natural Cycle: 130 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.74 Intersection Signal Delay (s/veh): 40.8 Intersection LOS: D Intersection Capacity Utilization 45.0% ICU Level of Servic Analysis Period (min) 15 Splits and Phases: 301: US-12 & Kensington Road 1 1 20 2 001#20 V12 5 #20. 07 01 #201 #301 #V 1 0 2 0 3 l IM 04 JJ, lei .0 #201 08 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Projected Weekday Evening Peak Hour Lanes and Geometrics 301: US-12 & Kensington Road 06/03/2026 Turn Bay Length (ft) Starvation Cap Reductn Storage Cap Reductn 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Projected Weekday Evening Peak Hour HCM 7th TWSC 3: 1 L 83 & Site Access Drive 06/03/2026 Int Delay, s/veh 0.2 Lane Configurations r tO tt Traffic Vol, veh/h 0 33 864 26 0 915 Future Vol, veh/h 0 33 864 26 0 915 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Conflicting Flow All - 484 0 0 - - Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 7.14 - - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.92 - - - - Pot Cap-1 Maneuver 0 453 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - 453 - - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - HCM LOS B HCM Lane V/C Ratio - - 0.079 - HCM Ctrl Dly (s/v) - - 13.6 - HCM Lane LOS - - B - 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Projected Weekday Evening Peak Hour HCM 7th TWSC 5: U S-12 06/03/2026 Int Delay, s/veh 0.2 Lane Configurations r Traffic Vol, veh/h 1008 32 0 1122 0 27 Future Vol, veh/h 1008 32 0 1122 0 27 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # 0 - - 0 1 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Conflicting Flow All 0 0 - - - 565 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 7.14 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.92 Pot Cap-1 Maneuver - - 0 - 0 401 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - - - 401 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - HCM LOS 6 HCM Lane V/C Ratio 0.073 - - - HCM Ctrl Dly (s/v) 14.7 - - - HCM Lane LOS 6 - - - 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Projected Weekday Evening Peak Hour HCM 7th TWSC 6: Just Tires/Kimber Automotive north access drives & US-12 06/03/2026 Int Delay, s/veh 0 Lane Configurations 0 0 Y Y Traffic Vol, veh/h 0 1035 0 1 1122 0 0 0 1 0 0 0 Future Vol, veh/h 0 1035 0 1 1122 0 0 0 1 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - p - - 0- Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Conflicting Flow All - 0 0 1125 0 0 1737 2347 563 1784 2347 610 Stage 1 - - - - - - 1125 1125 - 1222 1222 - Stage 2 - - - - - - 612 1222 - 563 1125 - Critical Hdwy - - - 414 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy - - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 0 - - 617 - - 56 36 470 52 36 438 Stage 1 0 - - - - - 218 278 - 190 250 - Stage 2 0 - - - - - 447 250 - 479 278 - Platoon blocked, % - - - - Mov Cap-1 Maneuver - - - 617 - - 56 36 470 51 36 438 Mov Cap-2 Maneuver - - - - - - 156 136 - 142 136 - Stage 1 - - - - - - 218 278 - 190 250 - Stage 2 - - - - - - 446 250 - 477 278 - HCM LOS B A HCM Lane V/C Ratio 0.002 0.002 - - - - - HCM Ctrl Dly (s/v) 12.7 10.8 - - - - 0' HCM Lane LOS B B - - - - A 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Projected Weekday Evening Peak Hour HCM 7th TWSC 9: Just Tires/Kimber Automotives south access drives & US-12 06/03/2026 Int Delay, s/veh 0.1 Lane Configurations 0 0 Y Y Traffic Vol, veh/h 1 1035 0 2 1120 3 1 0 1 1 0 2 Future Vol, veh/h 1 1035 0 2 1120 3 1 0 1 1 0 2 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - p - - 0- Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Conflicting Flow All 1221 Stage 1 - Stage 2 - Critical Hdwy 4.14 Critical Hdwy Stg 1 - Critical Hdwy Stg 2 - Follow-up Hdwy 2.22 Pot Cap-1 Maneuver 567 Stage 1 - Stage 2 - Platoon blocked, % Mov Cap-1 Maneuver 567 Mov Cap-2 Maneuver - Stage 1 - Stage 2 - HCM LOS HCM Lane V/C Ratio HCM Ctrl Dly (s/v) HCM Lane LOS 0 0 1125 0 0 1740 2352 563 1788 2351 610 - - - - - 1127 1127 - 1223 1223 - - - - - - 613 1225 - 565 1127 - - - 414 - - 7.54 6.54 6.94 7.54 6.54 6.94 - - - - - 6.54 5.54 - 6.54 5.54 - - - - - - 6.54 5.54 - 6.54 5.54 - - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 - - 617 - - 56 35 470 51 35 437 - - - - - 218 278 - 190 250 - - - - - - 446 249 - 477 278 - - - 617 - - 55 35 470 51 35 437 - - - - - 154 135 - 141 135 - - - - - - 217 277 - 189 249 - - - - - - 442 248 - 475 277 - C C 0.009 0.004 - - 0.002 - - 0.013 20.6 10.9 - - 11.4 - - 19.2 C B - - B - - C 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Projected Weekday Evening Peak Hour Capacity Analysis Summary Sheets Year 2031 Total Projected Saturday Midday Peak Hour Lanes and Geometrics 101: IL 83 &Kensington Road 06/03/2026 W-A --op --Nv -4/ NO III## Lane Configurations'tt r 0 +tt r itit r Traffic Volume (vph) 43 226 87 96 216 0 29 620 109 0 736 84 Future Volume (vph) 43 226 87 96 216 0 29 620 109 0 736 84 Ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 2000 1900 1900 2000 1900' Storage Length (ft) 150 245 0 0 205 145 0 0 Storage Lanes 1 1 1 0 1 1 0 1 Taper Length (ft) 170 25 300 25 Lane Util . Factor 1.00 0.95 1.00 1.00 0.95 0.95 1.00 0.91 1.00 1.00 0.95 1.00 Frt 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot) 1805 3800 1615 1805 3762 0 1805 5460 1615 0 3762 1599 Flt Permitted 0.482 0.519 0.364 Satd. Flow (perm) 916 3800 1615 986 3762 0 692 5460 1615 0 3762 1599 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 245 213 147 Link Speed (mph) 30 30 35 35 Link Distance (ft) 4048 232 310 254 Travel Time (s) 92.0 5.3 6.0 4.9 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles (%) 0% 0% 0% 0°% 1 % 0% 0% 0% o% ' 0% 1 % 1 % Shared Lane Traffic (%) Lane Group Flow (vph) 44 233 90 99 223 0 30 639 112 0 759 87 Turn Type Perm NA Perm Perm NA custom NA Perm NA Perm Protected Phases 6 1 6 9 3 38 25411 Permitted Phases 6 6 1 6 9 8 38 12 25411 Detector Phase 6 6 6 1 6 9 1 69 3 38 38 25411 25411 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 Minimum Split (s) 22.0 22.0 22.0 10.0 Total Split (s) 31.0 31.0 31.0 30.0 Total Split (%) 15.5% 15.5% 15.5% 15.0% Yellow Time (s) 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 Lost Time Adjust (s) -2.0 -2.0 0.0 -2.0 Total Lost Time (s) 4.0 4.0 6.0 4.0 Led/Lag Lead Lead Lead Lead Lead -Lag Optimize? Recall Mode None None None None Act Effct Green (s) 27.0 27.0 25.0 60.0 60.0 65.8 66.6 63.8 98.0 81.0 Actuated g/C Ratio 0.14 0.14 013 0.30 0.30 0.33 0.33 0.32 0.49 0.41 v/c Ratio 0.36 0.45 0.22 0.34 0.20 0.08 0.35 0.17 0.41 0.12 Control Delay (s/veh) 87.8 82.9 1.2 4.8 1.2 45.8 50.8 0.6 2.0 0.3 Queue Delay 0.0 0.0 0.0 2.0 0.5 0.0 0.1 0.0 0.5 0.2 Total Delay (s/veh) 87.8 82.9 1.2 6.7 1.7 45.8 50.9 0.6 2.5 05 LOS F F A A A D D A A A Approach Delay (s/veh) 63.5 3.3 43.5 2.3 Approach LOS E A D A Queue Length 50th (ft) 54 151 0 9 1 27 233 0 11 0' Queue Length 95th (ft) 103 203 0 35 1 56 273 0 12 m 1 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Projected Satuday Midday Peak Hour Lanes and Geometrics 101: IL 83 & Kensington Road 06/03/2026 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Satd. Flow (prot) FIt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Shared Lane Traffic Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Split (s) 22.0 22.0 22.0 10.0 10.0 22.0 7.0 7.0 7.0 Total Split;(s) 26.0 31.0 41.0 20.0 30.0 41.0 7.0 7.0 7.0 Total Split (%) 13% 16% 21% 10% 15% 21% 4% 4% 4% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Lag Lead Lag Lag Lead Lead -Lag Optimize? Recall Mode None C-Max None None None None None None None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay (s/veh) Queue Delay Total Delay (s/veh) LOS Approach Delay (s/veh) Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Projected Satuday Midday Peak Hour Lanes and Geometrics 101: IL 83 & Kensington Road 06/03/2026 NO III## Internal Link Dist (ft) 3968 152 230 174 Turn Bay Length (ft) 150 245 205 145 Base Capacity (vph) 123 513 416 295 1128 372 1818 660 1843 735 Starvation Cap Reductn 0 0 0 102 572 0 0 0 597 293 Spillback Cap Reductn 0 0 0 0 0 0 335 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Cycle Length: 200 Actuated Cycle Length: 200 Offset: 0 (0%), Referenced to phase 2:SBT, Start of 1st Green, Master Intersection Natural Cycle: 130 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.72 Intersection Signal Delay (s/veh): 26.0 Intersection LOS: C Intersection Capacity Utilization 45.4% ICU Level of Servici Analysis Period (min) 15 Splits and Phases: 10 1: IL 83 & Kensington Road W*201 #201 #301 #101 #201 #301 + V12 0) 10 04 xwmmm1 #201 #101 #201 07 08 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Projected Satuday Midday Peak Hour Lanes and Geometrics 101: IL 83 & Kensington Road 06/03/2026 Turn Bay Length (ft) Starvation Cap Reductn Storage Cap Reductn 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Projected Satuday Midday Peak Hour Lanes and Geometrics 201: IL 83 & US-12 06/03/2026 Lane Configurations 0 "�tt r tO +tt Traffic Volume (vph) 199 463 0 247 573 43 58 749 248 0 722 209' Future Volume (vph) 199 463 0 247 573 43 58 749 248 0 722 209 Ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 2000 1900 1900 2000 1900' Storage Length (ft) 0 0 350 40 160 305 0 100 Storage Lanes 2 0 2 1 1 1 0 0 Taper Length (ft) 25 120 155 25 Lane Util. Factor 0.97 0.95 095 0.97 0.95 1.00 1.00 0.91 0.91 1.00 0.91 0.91 Frt 0.850 0.963 0.966 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot) 3502 3762 0 3502 3762 1615 1805 5219 0 0 5234 0 Flt Permitted 0.950 0.950 0.950 Satd. Flow (perm) 3502 3762 0 3502 3762 1615 1805 5219 0 0 5234 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 245 41 51 Link Speed (mph) 35 35 40 40 Link Distance (ft) 254 626 3227 344 Travel Time (s) 4.9 12.2 55.0 5.9 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles (%°) 0% 1 % 0% 0% 1 % 0% 0% 1% 0% ' 0% 1 %° 0% Shared Lane Traffic (%) Lane Group Flow (vph) 207 482 0 257 597 45 60 1038 0 0 970 0 Turn Type Prot NA Prot NA custom Prot NA NA Protected Phases 3 811 7 411 5 2 512 1 2 6 9 Permitted Phases 4 12 Detector Phase 3 811 7 411 4 5 2 512 1 2 6 9 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 Minimum Split (s) 10.0 10.0 22.0 10.0 Total Split (s) 30.0 30.0 41.0 20.0 Total Split (%) 15.0% 15.0% 20.5%° 10.0% Yellow Time (s) 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 20 2.0 Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 Lead/Lag Lead Lead Lag Lag Lead -Lag Optimize? Recall Mode None None None None Act Effct Green (s) 26.0 48.2 21.8 44.0 37.0 16.0 54.0 98.0 Actuated g/C Ratio 0.13 0.24 0.11 0.22 0.19 0.08 0.27 0.49 v/c Ratio 0.45 0.53 0.67 0.72 0.09 0.42 0.72 0.37 Control Delay (s/veh) 45.0 29.8 94.6 78.1 0.3 96.9 66.8 2.6 Queue Delay 2.0 1.0 0.0 0.0 0.0 0.0 0.0 0.1 Total Delay (s/veh) 47.0 30.8 94.6 78.1 0.3 96.9 66.8 2.7 LOS D C F E A F E A Approach Delay (s/veh) 35.7 78.9 68.4 2.7 Approach LOS D E E A Queue Length 50th (ft) 42 305 171 392 0 77 446 16 Queue Length 95th (ft) 60 381 220 467 0 135 502 18 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Projected Satuday Midday Peak Hour Lanes and Geometrics 201: IL 83 & US-12 06/03/2026 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Satd. Flow (prot) FIt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Shared Lane Traffic Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Split (s) 22.0 22.0 22.0 22.0 7.0 7.0 7.0 Total Split;(s) 26.0 31.0 31.0 41.0 7.0 7.0 7.0 Total Split (%) 13% 16% 16% 21% 4% 4% 4% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lead Lag Lag Lead Lead -Lag Optimize? Recall Mode None C-Max None None None None None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay (s/veh) Queue Delay Total Delay (s/veh) LOS Approach Delay (s/veh) Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Projected Satuday Midday Peak Hour Lanes and Geometrics 201: IL 83 & U S-12 06/03/2026 t *J Internal Link Dist (ft) 174 546 3147 264 Turn Bay Length (ft) 350 40 160 Base Capacity (vph) 455 907 455 827 498 144 1439 2590 Starvation Cap Reductn 134 207 0 0 0 0 0 565 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Cycle Length: 200 Actuated Cycle Length: 200 Offset: 0 (0%), Referenced to phase 2:SBT, Start of 1st Green, Master Intersection Natural Cycle: 130 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.72 Intersection Signal Delay (s/veh): 47.4 Intersection LOS: D Intersection Capacity Utilization 55.1 % ICU Level of Servic Analysis Period (min) 15 Splits and Phases: 201: IL 83 & US-12 #101 #201 #3 101 #201 #301 #1q1 1 01 *201 #201 #301 #101 #201 301 #1 1 .0 #2�01#301 02\\ V, 2 0) 04 UUUUUUUUUUUUUUUi1 #201 #101 #201 07 8 111� itIN 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Projected Satuday Midday Peak Hour Lanes and Geometrics 201: IL 83 & U S-12 Turn Bay Length (ft) Starvation Cap Reductn Storage Cap Reductn 06/03/2026 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Projected Satuday Midday Peak Hour Lanes and Geometrics 301: US-12 &Kensington Road 06/03/2026 Lane Configurations tt r tt r +tt +tt r Traffic Volume (vph) 0 265 70 59 240 110 80 916 0 72 821 128 Future Volume (vph) 0 265 70 59 240 110 80 916 0 72 821 128 Ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 2000 1900 1900 2000 1900' Storage Length (ft) 0 0 120 170 95 0 130 40 Storage Lanes 0 1 1 1 1 0 1 1 Taper Length (ft) 25 190 65 125 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.91 1.00 1.00 0.91 1.00 Frt 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot) 0 3800 1615 1805 3800 1599 1805 5406 0 1805 5406 1615 Flt Permitted 0.349 0.950 0.950 Satd. Flow (perm) 0 3800 1615 663 3800 1599 1805 5406 0 1805 5406 1615 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 180 245 245 Link Speed (mph) 30 35 40 40 Link Distance (ft) 232 4479 344 330 Travel Time (s) 5.3 87.3 5.9 5.6 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 0% 0% 0% 0% 0% 1%° 0% 1% 0% ' 0% 1%° 0% Shared Lane Traffic (%) Lane Group Flow (vph) 0 279 74 62 253 116 84 964 0 76 864 135 Turn Type NA pm+ov Perm NA Perm Prot NA Prot NA custom Protected Phases 69 1 6 34512 2345 1 12 Permitted Phases 69 6 6 11 12 2 Detector Phase 69 1 6 6 6 34512 2345 1 12 2 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 22.0 22.0 22.0 22.0 22.0 22.0 Total Split (s) 26.0 31.0 31.0 31.0 26.0 31.0 Total Split (%) 13.0% 15.5% 15.5% 15.5% 13.0% 15.5% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 20 2.0 2.0 Lost Time Adjust (s) 0.0 -2.0 -2.0 0.0 -2.0 -2...0 Total Lost Time (s) 6.0 4.0 4.0 6.0 4.0 4.0 Lead/Lag Lead Lead Lead Lead Lead Lag Lead -Lag Optimize? Recall Mode None None None None None C-Max Act Effct Green (s) 34.0 58.0 27.0 27.0 25.0 94.0 132.0 22.0 53.0 27.0 Actuated g/C Ratio 0.17 029 0.14 0.14 0.13 0.47 0.66 0.11 0.27 0.14 v/c Ratio 0.43 0.12 0.70 0.49 0.28 0.10 0.27 0.38 0.60 0.31 Control Delay (s/veh) 26.0 0.4 119.1 83.8 1.7 8.3 0.6 88.9 66.4 1.9 Queue Delay 0.7 1.0 0.0 0.0 0.0 0.0 0.4 0.0 0.0 0.0 Total Delay (s/veh) 26.7 1.4 119.1 83.8 1.7 8.3 1.0 88.9 66.4 1.9 LOS C A F F A A A F E A Approach Delay (s/veh) 21.4 66.8 1.6 59.9 Approach LOS C E A E Queue Length 50th (ft) 56 0 79 165 0 53 6 95 371 0' Queue Length 95th (ft) 73 0 #164 218 0 m69 6 158 423 0 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Projected Satuday Midday Peak Hour Lanes and Geometrics 301: US-12 & Kensington Road 06/03/2026 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Satd. Flow (prot) FIt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Shared Lane Traffic Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Split (s) 10.0 22.0 10.0 10.0 22.0 7.0 7.0 7.0 Total Split;(s) 30.0 41.0 20.0 30.0 41.0 7.0 7.0 7.0 Total Split (%) 15% 21% 10% 15% 21% 4% 4% 4% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lead -Lag Optimize? Recall Mode None None None None None None None None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay (s/veh) Queue Delay Total Delay (s/veh) LOS Approach Delay (s/veh) Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Projected Satuday Midday Peak Hour Lanes and Geometrics 301: US-12 & Kensington Road 06/03/2026 NO III## Internal Link Dist (ft) 152 4399 264 250 Turn Bay Length (ft) 120 170 95 130 40 Base Capacity (vph) 646 596 89 513 414 848 3567 198 1432 429 Starvation Cap Reductn 139 365 0 0 0 0 1925 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Cycle Length: 200 Actuated Cycle Length: 200 Offset: 0 (0%), Referenced to phase 2:SBT, Start of 1st Green, Master Intersection Natural Cycle: 130 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.72 Intersection Signal Delay (s/veh): 35.2 Intersection LOS: D Intersection Capacity Utilization 44.4% ICU Level of Servici Analysis Period (min) 15 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and F;nases: JUI: U5-12 & Kensington Koad #101 #201 #30-1101 #201 #301 #1011#1001#1de � % W*201 #201 #301 #101 #201 #301 +SV12 04 nwmmm1 RINNEIMEEM #201 #101, #201 07 08 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Projected Satuday Midday Peak Hour Lanes and Geometrics 301: US-12 & Kensington Road 06/03/2026 Turn Bay Length (ft) Starvation Cap Reductn Storage Cap Reductn 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Projected Satuday Midday Peak Hour HCM 7th TWSC 3: 1 L 83 & Site Access Drive 06/03/2026 Int Delay, s/veh 0.3 Lane Configurations r tO tt Traffic Vol, veh/h 0 42 716 35 0 919 Future Vol, veh/h 0 42 716 35 0 919 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Conflicting Flow All - 408 0 0 - - Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 7.14 - - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.92 - - - - Pot Cap-1 Maneuver 0 506 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - 506 - - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - HCM LOS B HCM Lane V/C Ratio - - 0.09 - HCM Ctrl Dly (s/v) - - 12.8 - HCM Lane LOS - - B - 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Projected Satuday Midday Peak Hour HCM 7th TWSC 5: U S-12 06/03/2026 Int Delay, s/veh 0.2 Lane Configurations tO tt r Traffic Vol, veh/h 1002 43 0 1020 0 35 Future Vol, veh/h 1002 43 0 1020 0 35 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # 0 - - 0 1 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Conflicting Flow All 0 0 - - - 568 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 7.14 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.92 Pot Cap-1 Maneuver - - 0 - 0 399 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - - - 399 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - HCM LOS 6 HCM Lane V/C Ratio 0.095 - - - HCM Ctrl Dly (s/v) 15 - - - HCM Lane LOS 6 - - - 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Projected Satuday Midday Peak Hour HCM 7th TWSC 6: Just Tires/Kimber Automotives north access drives & US-12 06/03/2026 Int Delay, s/veh 0 Lane Configurations 0 tit Y Y Traffic Vol, veh/h 4 1032 0 0 1020 4 0 0 0 0 0 0 Future Vol, veh/h 4 1032 0 0 1020 4 0 0 0 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - p - - 0- Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Conflicting Flow All 1113 0 0 - Stage 1 - - - - Stage 2 - - - - Critical Hdwy 4.14 - - - Critical Hdwy Stg 1 - - - - Critical Hdwy Stg 2 - - - - Follow-up Hdwy 2.22 - - - Pot Cap-1 Maneuver 623 - - 0 Stage 1 - - - 0 Stage 2 - - - 0 Platoon blocked, % - - Mov Cap-1 Maneuver 623 - - - Mov Cap-2 Maneuver - - - - Stage 1 - - - - Stage 2 - - - - HCM LOS 0 1685 2243 561 1680 2241 557 - - 1130 1130 - 1111 1111 - - - 554 1113 - 570 1130 - - - 7.54 6.54 6.94 7.54 6.54 6.94 - - 6.54 5.54 - 6.54 5.54 - - - 6.54 5.54 - 6.54 5.54 - - - 3.52 4.02 3.32 3.52 4.02 3.32 - - 61 41 471 62 42 474 - - 217 277 - 223 283 - - - 484; 282 - 474 277 - - - 61 41 471 61 41 474 - - 158 145 - 161 146 - - - 215 274 - 223 283 - - - 484 282 - 469 274 - A A HCM Lane V/C Ratio - - - 0.007 - - - HCM Ctrl Dly (s/v) 0 - - 10.8 - - 0 HCM Lane LOS A - - B - - A 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Projected Satuday Midday Peak Hour HCM 7th TWSC 9: Just Tires/Kimber Automotives south access drives & US-12 06/03/2026 Int Delay, s/veh 0.1 Lane Configurations 0 0 Y Y Traffic Vol, veh/h 0 1032 0 3 1020 1 1 0 8 1 0 3 Future Vol, veh/h 0 1032 0 3 1020 1 1 0 8 1 0 3 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - p - - 0- Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Conflicting Flow All - 0 0 1122 0 0 1683 2238 561 1677 2238 555 Stage 1 - - - - - - 1122 1122 - 1116 1116 - Stage 2 - - - - - - 561 1116 - 561 1122 - Critical Hdwy - - - 414 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy - - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 0 - - 618 - - 61 42 471 62 42 475 Stage 1 0 - - - - - 219 279 - 221 281 - Stage 2 0 - - - - - 480 281 - 480 279 - Platoon blocked, % - - - - Mov Cap-1 Maneuver - - - 618 - - 61 41 471 60 42 475 Mov Cap-2 Maneuver - - - - - - 160 146 - 160 146 - Stage 1 - - - - - - 219 279 - 220 279 - Stage 2 - - - - - - 473 279 - 471 279 - HCM LOS B C HCM Lane V/C Ratio 0.025 0.005 - - - - 0.014 HCM Ctrl Dly (s/v) 14.5 10.9 - - - - 16.5 HCM Lane LOS B B - - - - C 25-265 - Commercial Development - Mt Prospect Synchro 12 Report Projected Satuday Midday Peak Hour I , soun� scale om ngine�Bring August 21, 2026 Ms. Samantha Burgner c/o Mr. Steven Barrett El Car Wash Project Manager sburgn, erkelcarwash.com (248) 983-5429 Direct sbarrettkalriQusa. com ALRIG USA 30200 Telegraph Road Suite 205 Bingham Farms, MI 48025 Subject: Sound Propagation Assessment for Proposed E1 Car Wash 1 E. Rand Road, Mount Prospect, Illinois Dear Ms. Burgner: Soundscape Engineering has completed an acoustics assessment for the proposed El Car Wash at 1 E. Rand Road in Mount Prospect, Illinois. This report documents the ambient sound level measurements, predictions of car wash -related sound at neighboring properties, and our opinion on compliance with the Illinois Pollution Control Board (IPCB) regulations (35 Ill. Adm. Code Parts 900/901/910). The assessment modeled the "worst -case" conditions (blowers on with entrance and exit doors open and multiple vehicles using the outdoor vacuums) for comparison to the ordinance, with and without mitigation. 1. Executive Summary The Village of Mount Prospect does not have an absolute sound level cited for compliance, so we have compared our prediction to the Illinois Pollution Control Board (IPCB) regulation, which applies to all jurisdictions in the state. This regulation limits the unweighted sound level in nine octave bands. The proposed El Car Wash is expected to operate daily from 7:00 AM to 8:00 PM, which falls within the hours defined as "daytime" by the IPCB. We used the commercially -available sound propagation modeling software, SoundPLAN, to evaluate the proposed design. Soundscape based the analysis on measurement data from two existing El Car Wash sites in Brighton and Madison Heights, both in Michigan, measurement data of the site ambient, and the manufacturer's dryer sound data. We understand that in this site plan iteration, no vacuum pumps will be inside the vacuum building. One set will be located in an enclosure with a roof to the north of the vacuum building and another set will be to the east of the vacuum building. Soundscape Consulting LLC Michigan - Illinois Indiana - Virginia (734) 418-8663 . (312) 436-0032 (317) 489-4151 . (703) 722-6633 www.SoundscapeEngineering.com E1 Car Wash Mt. Prospect — Sound Propagation Report SE No. 2425.2 August 21, 2026 Page 2 of 35 SoundPLAN modeling indicates that the proposed car wash, with the 80 horsepower Stealth Predator Ultra -Quiet dryers, the three proposed screen walls, and all tunnel and vacuum building doors open, falls short of the IPCB requirements at some locations in the higher frequencies. However, when assessed per the IPCB regulation with the predicted ambient condition (based on measured data at on -property locations) added to the predicted car wash levels, all residential locations meet the regulation, but three commercial locations do not. Mitigation steps were evaluated and recommendations made. The 30 horsepower Stealth Predator Ultra -Quiet dryers were also evaluated to determine whether the barrier walls could be shortened or eliminated. Per our analysis, the recommended mitigation steps meet the IPCB regulation at the commercial locations as well as the residential locations and are as follows: • Install 30 horsepower dryers with the Stealth Predator Ultra -Quiet system, and • Extend the 8-ft tall barrier wall at the south property line eastward to 200 feet long total. Note that with the 30 horsepower dryers, the screen wall at the tunnel entrance is not required and the screen wall at the tunnel exit may be shortened to 20 feet long, extending from the building southward. Additionally, the sound absorbing acoustical panels and the screen wall at the vacuum building can be eliminated. 2. Background The proposed car wash includes the following buildings and equipment: • 4,830 sq-ft car wash tunnel • 11,016 sq-ft enclosed vacuum structure with sixteen vacuum stations inside, • a pair of vacuum pumps inside a roofed enclosure on the north side of the vacuum building • twelve outdoor vacuum stations • a pair of vacuum pumps within a screen wall on the east side of the building. The proposed site layout is shown in Figure 1. The loudest sound source is the dryer system followed by the vacuum pumps. We assume the operating hours are 7:00 AM to 8:00 PM daily. A glossary of acoustical terminology is included in Appendix A to assist in understanding the discussion. Soundscape Consulting LLC Michigan . Illinois Indiana . Virginia (734) 418-8663 - (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com E1 Car Wash Mt. Prospect — Sound Propagation Report August 21, 2026 SE No. 2425.2 Page 3 of 35 Figure 1: Site Plan of Proposed Car Wash Soundscape Consulting LLC Michigan Illinois Indiana Virginia (734) 418-8663 - (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com E1 Car Wash Mt. Prospect — Sound Propagation Report August 21, 2026 SE No. 2425.2 Page 4 of 35 3. Instrumentation Measurements were conducted using an NTi Audio XL2-TA acoustic analyzer with an MC230 microphone and MA220 preamp, a Class 1 Type Approved system compliant with IEC 61672 and ANSI S 1.4. This equipment has been calibrated within the past two years per its regular schedule to a reference traceable to the National Institute of Standards and Technology (NIST) by the equipment manufacturer or a laboratory in the business of providing calibration services. The sensitivity of the sound level meter was checked using a Larson Davis CAL200 handheld sound level calibrator conforming to the Class 1 requirements of IEC 60942 and ANSI S 1.40 before the measurement session. 4. Ordinance and Criteria The property for the proposed E1 Car Wash is contained within the yellow -outlined area in Figure 2. The green and light brown areas to the south and west are residential. Other surrounding businesses are primarily retail or auto service centers on commercially zoned property. Per IPCB, as discussed below, the land class of each property is also identified below in parentheses. Class A land is more noise sensitive than Class B land. 83"' U Figure 2: Zoning and IPCB Land Classes Soundscape Consulting LLC Michigan . Illinois Indiana . Virginia (734) 418-8663 - (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com E1 Car Wash Mt. Prospect — Sound Propagation Report SE No. 2425.2 August 21, 2026 Page 5 of 35 The Village of Mt. Prospect has sound level limits for industrial facilities and wind turbines but has no fixed levels for other types of facilities. In the unspecified cases for sites in Illinois, the default directive is the Illinois Pollution Control Board noise regulation, Sections 901.102 and 901.103. This is an octave band -based regulation that can be more difficult to meet since each of the nine octave band sound levels must be in compliance. The compliance levels depend on the property's land class. For this location, the applicable criteria are based on levels emitted from Land Class B to Class A and Class B properties. We evaluate the predicted car wash sound levels outright against the IPCB octave band limits for this project. We also simulated compliance measurements after the facility is operating by combining the predicted car wash and ambient levels to determine compliance with the IPCB in the presence of ambient noise. This is the only way to assess compliance in the presence of ambient noise per the regulation. Title 35: Environmental Protection Subtitle H: Noise Chapter I: Pollution Control Board Section, 901.1,02, Sound Eass 4 , Land, t.�te to aW Except t as elsewhere provided 11i this Part, a personmust not cause or allow the emission. issio of sound during daYtiue hours from. any, property -line noise source located o. any Class A, B or C land to any receiving lass A taod that exceeds any allowable octave band so pressure level speci. e in the following table, when, easy re at any point,within, the receiving Class A, land. Sound pressure levels must be measured at ],cast 25 feet from the property line noise source. Cda e Band Center Allowable Octave Band Found Pressure Levels d of Frequency ) Sound Emitted to, any Receiving Class A Land ffoni, Class C Land Class B Land, Class A Land, 31.5 '5 72 7 63 74 71 71,. 125 69 65 65 250 64 57 57 500 58, 51 51 1000 52, 45 45 00 47 39 39 4000 43 34 34 000 40 32 3 Soundscape Consulting LLC Michigan Illinois Indiana Virginia (734) 418-8663 - (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com El Car Wash Mt. Prospect — Sound Propagation Report SE No. 2425.2 Settk)tt 94) "L. 103 Sotaid Emitted "to,( B August 21, 2026 Page 6 of 35 le C111ISS], 'I 1.,-­,XxCCp't -as provided el s whe,reii,'n t1li"s Pi- tr(I il, t, per .son.m"Lust i, ot cativi or a'! low'd, "0311i of s,ott id, from, all, r 1311C 311,01 11 SIC SOUICT d B v I iv_ 'k s' la,nd d",tit Y, property­t 1Lw­itcc: o"n a,"Iny C1,as,s,,A,,' or C la,'Ind tottiil I C ''I y'rec ,,il,ng � las B I 'I bltow ng table,,w,], ei,l me sttredi exczeds ailytill'lowable Icw�ta:ve ba,,,nd s,,ot,,i,pressLi,,,re level sjiecified ,n,, the fi E 'I, ass ,B laild. S,otA,ildi 1,.ires,sttre levels m,tst be lea,st 25 fiaet tit ailypvoillt wit1l","i"n tlie receiving, Cl'I'lle"ISU' fin')m''Ole [,.)FOP C"Irty,41, ale 31111101 sic SOUNC. Octave Ba,,,nd Ceiilte'r All,owable OctaveRa:nd, Sottlid, Presstire Levels I'M of (ert.z' t( a l,I ' eIvi'ng, C lasiBa�idim iii , Class C Lail'i"'d Class, B La:nd, Cla,ss A, Laiiidi 31''.5111 N11 0 79 72 63 17119 78 7­11, 125 17114 72 65 2,50 64 5 7' 500 63 58 5 1 1000 51711 52 45 2,000 52 46 39 ,4000 48, 4.. 34,, 81000 45 39 32 4 5 3, efTecti've November 1,20 18' (SAed ottim-e.: mne tit 42111. "RIeg'. 2.,(01 Soundscape Consulting LLC Michigan - Illinois Indiana - Virginia (734) 418-8663 - (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com E1 Car Wash Mt. Prospect — Sound Propagation Report August 21, 2026 SE No. 2425.2 Page 7 of 35 5. Ambient Measurements 5.1 Ambient Measurements at Mount Prospect Site On Tuesday, June 2, 2026, between 8:20 AM and 10:00 AM, the ambient equivalent sound level (Leq) was measured for 15 minutes at each of five locations as indicated in Figure 3. Table 1 provides the octave band data for the measurements at each location. These measured levels were used to calibrate the traffic noise in the model in order to predict the ambient levels at the receptor locations. Figure 3: Ambient Measurement Locations and Recorded Sound Levels Table 1: Measured Ambient Sound Levels Location Sound Pressure Level Leq (dB) at Octave Band Center Frequencies (Hz) Overall dBA 31.5 63 125 250 500 1000 2000 4000 8000 SLM-000 74 71 67 65 63 65 61 60 61 69 SLM-001 75 76 72 68 65 63 60 55 58 68 SLM-002 70 72 69 65 64 67 62 52 43 70 SLM-003 66 65 60 57 54 54 50 43 33 58 SLM-004 67 70 63 61 61 59 54 47 39 63 Soundscape Consulting LLC Michigan . Illinois Indiana . Virginia (734) 418-8663 - (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com E1 Car Wash Mt. Prospect — Sound Propagation Report August 21, 2026 SE No. 2425.2 Page 8 of 35 Figure 4 shows the sound level meter at measurement location SLM-001. The other locations were measured in the same manner with the meter mounted to a tripod. Figure 4: Measurement Setup at Location SLM-001, Along Main Street, Looking South 6. Sound Propagation Modeling, We modeled the Mt. Prospect site and surrounding area in SoundPLAN, which is a three-dimensional computer program commonly used by acoustics consultants. Site topography, existing and proposed buildings, and traffic sound sources based on site measurements as described in the previous section, and receptor locations were input as elements into the computer model. 6.1 Predicted Ambient Sound Levels The ambient sound levels were measured on the future site as described in the previous section to calibrate the traffic noise model and predict the sound levels at all receptor locations from traffic noise. All locations had at least two octave bands that exceed the regulation, and one location is predicted to exceed in eight octave bands. While traffic noise is exempt from the regulation limits, these levels illustrate the potential for the ambient to interfere with the car wash compliance measurements. The predicted receptor spectra are listed in Table 2. Levels in bold red text with a shaded backgroi for residential receptors and bold orangetext withshaded backgroiind for commercial receptors exceed the IPBC criteria. Soundscape Consulting LLC Michigan . Illinois Indiana . Virginia (734) 418-8663 . (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com E1 Car Wash Mt. Prospect — Sound Propagation Report SE No. 2425.2 August 21, 2026 Page 9 of 35 The predicted A -weighted sound levels at the receptor locations (yellow dots with associated number) are shown in Figure 5. Although the IPCB does not have overall level requirements, it is convenient to use the single number value for cross reference with the rightmost column in Table 2. Figure 6 shows the sound propagation map for the traffic noise. Receptor locations near the buildings on the applicant's property were used for model calibration and are not included in Table 2 because they are not relevant to the regulation. Table 2: Predicted Ambient Spectra at Receptor Locations with Project Buildings in Place — Based on Ambient Traffic Noise Measurements Receptor Number Receptor Property IPCB Class Sound Pressure Level Leq (dB) at Octave Band Center Frequencies (Hz)* Overall dBA (for ref.) 31.5 63 125 250 500 1000 2000 4000 8000 IPCB Criteria — Class A 72 71 65 57 51 45 39 34 32 N/A 1 A 69 70 68 64 62 66 60 49 37 68 2 A 64 65 62 57 55 57 50 39 24 60 3 A 70 72 68 64 63 66 61 51 39 69 4 A 70 71 68 64 63 66 61 51 39 69 5 A 70 71 68 64 63 66 61 50 39 69 6 A 70 71 68 64 63 66 61 50 39 69 7 A 70 71 68 64 63 66 61 50 39 69 8 A 70 71 68 65 63 66 61 50 39 69 9 A 64 66 63 59 57 60 54 42 28 63 10 A 62 63 60 56 54 56 49 37 20 59 11 A 63 64 61 57 55 58 52 39 23 61 IPCB Criteria — Class B 79 78 72 64 58 52 46 41 39 N/A 12 B 70 72 69 65 63 67 62 51 39 69 13 B 70 71 69 65 63 66 61 50 38 69 14 B 68 69 67 63 61 64 59 47 35 67 15 B 63 64 61 57 55 58 51 37 20 60 16 B 64 65 62 58 56 59 52 39 22 61 17 B 64 65 63 59 57 60 54 41 25 62 18 B 68 69 66 63 61 65 59 48 37 67 19 B 67 69 66 62 61 64 58 47 35 66 20 B 70 71 68 65 63 66 61 50 38 69 * Levels in bold red text with gray shading exceed the IPBC criteria for Class A properties and levels in bold orange text with gray shaditig exceed the criteria for Class B properties. Should compliance measurements be made after the project is built and in operation, Appendix B provides some information from the IPCB on accounting for ambient levels that interfere with the subject matter measurements. Soundscape Consulting LLC Michigan Illinois Indiana Virginia (734) 418-8663 - (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com E1 Car Wash Mt. Prospect — Sound Propagation Report August 21, 2026 SE No. 2425.2 Page 10 of 35 Figure 5: Single Point Map (dBA) — Ambient Model for Traffic Noise with Project Buildings in Place Soundscape Consulting LLC Michigan Illinois Indiana Virginia (734) 418-8663 - (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com E1 Car Wash Mt. Prospect — Sound Propagation Report SE No. 2425.2 August 21, 2026 Page 11 of 35 Figure 6: Contour Map (dBA) — Ambient Model for Traffic Noise with Project Buildings in Place Soundscape Consulting LLC Michigan Illinois Indiana Virginia (734) 418-8663 - (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com E1 Car Wash Mt. Prospect — Sound Propagation Report August 21, 2026 SE No. 2425.2 Page 12 of 35 6.2 Proposed Project 6.2.1 Predicted Sound Levels for Proposed Project We modeled the Mt. Prospect site and surrounding area in SoundPLAN with sound sources based on measurements at the Brighton and Madison Heights locations. See Appendix C. for input levels. We have modeled the worst -case scenario with the car wash entry and exit doors open, the vacuum building doors open, and six outdoor vacuuming stations in use (half of total). A three-dimensional view of the propagation model is shown in Figure 7. In the image: • The red -shaded areas on the side of the buildings represent open doors at the entrance and exit of both the car wash and vacuum buildings. • The red asterisks are vacuum nozzles and vacuum pump sound sources. • The bright red lines are the road traffic sources. • The yellow dots are receptor locations, which were selected to cover the nearby residential and commercial properties. • The cyan areas are screen walls. • The gray blocks are buildings. The notch at the building entries and exits shape the radiation pattern to match the measurements of operations made at the Brighton and Madison Heights sites. Due to the close proximity of the nearest residential properties west of the car wash tunnel exit, the three planned screen walls shown on the site development plan are necessary. The wall along the south property line was modeled with a height of 8 feet, and the walls at the west side of the car wash tunnel exit and entrance are both 12 feet tall to match the building height. The screen walls surrounding the outdoor vacuum pump were also modeled with a height of 8 feet. The indoor vacuum pump exhaust pipe opening is at 10 feet. Soundscape Consulting LLC Michigan . Illinois Indiana . Virginia (734) 418-8663 - (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com E1 Car Wash Mt. Prospect — Sound Propagation Report SE No. 2425.2 Figure 7: SoundPLAN Three-dimensional Model View August 21, 2026 Page 13 of 35 Because of the close proximity to the residences, we used the Stealth Predator Ultra -Quiet Drying System data in place of the standard dryers at your direction. The product brochure is provided in Appendix D. Note that the manufacturer, International Drying Corporation, has been recently purchased by National Carwash Solutions, and this product will be rebranded. We understand that the product itself is not changing, but this should be verified with the new owner. The Stealth dryers were initially modeled using levels for an 80 HP system, which is approximately 16 decibels quieter than the standard dryers. Note that the manufacturer did not provide a sound spectrum, so we used the spectral shape of the standard blowers and adjusted it to match the manufacturer's overall level. Figure 8 shows the nearest Class A (residential) and Class B (commercial) property line receptor locations used for our predictions, which are identified by numbered yellow circles. The number in the white box associated with each is the predicted overall dBA sound level. Despite the overall level not being relevant to the IPCB regulation, it is part of the computer output and allows for asingle-number cross-referencing of the data in Table 3. The receptor locations on the El Car Wash site near the project buildings were used to calibrate the model and are not relevant to assessing compliance with the noise ordinance. Figure 9 shows the A -weighted predicted sound propagation map for the area surrounding the car wash. Again, these are overall levels, but more importantly on this image, the sound propagation pattern is shown, which can provide insight on mitigation strategies. Soundscape Consulting LLC Michigan Illinois Indiana Virginia (734) 418-8663 - (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com E1 Car Wash Mt. Prospect — Sound Propagation Report SE No. 2425.2 August 21, 2026 Page 14 of 35 The predicted spectra at the receptor locations due only to the car wash sound sources (car wash dryers and vacuum building with no ambient noise added) are provided in Table 3. Levels in bold red text with a shaded background for Class A (residential) receptors and bold orange text with a shaded background for Class B (commercial) receptors exceed the IPBC criteria outright without the addition of the ambient noise. Again, the overall dBA does not apply for compliance assessment but is a convenient reference for the labeling in Figure 8. Table 3: Predicted Spectra at Receptor Locations — With All Car Wash Tunnel and Vacuum Building Doors Open, 80 HP Stealth Dryers, and Four Screen Walls Receptor Number Receptor Property IPCB Class Sound Pressure Level Leq (dB) at Octave Band Center Frequencies (Hz) Overall dBA (for ref.) 31.5 63 125 250 500 1000 2000 4000 8000 IPCB Criteria — Class A 72 71 65 57 SI 45 39 34 32 N/A 1 A 43 47 40 40 36 34 32 22 5 39 2 A 38 42 36 33 32 31 29 20 4 35 3 A 43 49 44 42 41 40 41 35 22 46 4 A 43 51 45 44 43 40 38 31 23 45 5 A 45 54 49 48 47 45 44 37 27 50 6 A 46 55 51 51 50 50 50 43 30 55 7 A 44 54 49 48 48 47 44 34 20 51 8 A 39 48 43 42 41 39 36 26 8 43 9 A 39 47 43 42 41 37 36 28 13 43 10 A 40 50 47 45 45 43 41 33 17 48 11 A 37 44 41 39 38 36 35 26 6 41 IPCB Criteria — Class B 79 78 72 64 58 52 46 41 39 N/A 12 B 46 50 44 43 41 40 39 31 15 45 13 B 46 50 43 41 38 36 34 27 15 41 14 B 48 58 54 53 53 50 47 38 28 55 15 B 47 58 54 53 53 51 49 43 35 56 16 B 47 57 55 54 54 53 53 47 40 58 17 B 46 55 52 51 51 50 50 44 36 56 18 B 36 43 41 39 38 36 37 28 11 42 19 B 42 49 46 44 44 41 41 35 24 47 20 B 50 56 51 52 49 48 47 40 26 53 * Levels in bold red text with red shadingexceed the IPBC criteria for Class A properties and levels in bold orange text with r e shading exceed the criteria for Class B properties. Soundscape Consulting LLC Michigan Illinois Indiana Virginia (734) 418-8663 - (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com E1 Car Wash Mt. Prospect — Sound Propagation Report August 21, 2026 SE No. 2425.2 Page 15 of 35 Figure 8: Single Point Map (dBA) — Car Wash Sound Levels with Entrance and Exit Doors Open, 80 HP Stealth Dryers, and Three Screen Walls Soundscape Consulting LLC Michigan Illinois Indiana Virginia (734) 418-8663 - (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com E1 Car Wash Mt. Prospect — Sound Propagation Report August 21, 2026 SE No. 2425.2 Page 16 of 35 Figure 9: Sound Contour Map (dBA) — Car Wash Sound Levels with Entrance and Exit Doors Open, 80 HP Stealth Dryers, and Three Screen Walls Soundscape Consulting LLC Michigan Illinois Indiana Virginia (734) 418-8663 - (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com E1 Car Wash Mt. Prospect — Sound Propagation Report August 21, 2026 SE No. 2425.2 Page 17 of 35 6.2.2 Evaluation of Compliance for Proposed Project To evaluate IPCB compliance in areas with high ambient levels, we must simulate a measurement of the car wash in operation. A series of calculations then allow for the result to be compared to the IPCB. These steps are briefly described in the following list. An example calculation for Receptor Number 15 is provided in Appendix B, Table 9. 1. Add the predicted ambient level and the predicted car wash facility level at each receptor location to produce the total sound level from all sound sources at that location. Note that this addition is done on a logarithmic basis, and general rules for this process are found in Appendix A. 2. Subtract the ambient level from the total level. This calculation is done on a linear basis, which is simple subtraction. 3. Determine the correction factors from Table 1 in Section 910.106(a)(4) for the differences calculated in Step 2. 4. Linearly subtract the correction factors from the total sound level. 5. Compare the corrected levels to the IPCB regulation. Exceedances indicate that mitigation is required to meet the IPCB regulation. 6. This is repeated for all locations in all octave bands. The total sound level from both the predicted car wash levels and the predicted ambient level for each location is shown in Table 4. The numbers in bold red text with a shaded background indicate octave band sound levels that exceed the IPCB criteria for sound emitted to Class A properties and numbers in bold orangetext with a shaded background. indicate levels that exceed the IPCB criteria for sound emitted to Class B properties. The calculation steps above were applied to these data, resulting in Table 5. The locations that have numbers greater than zero indicate that the project will require mitigation to bring them into compliance. For the ambient corrected sound levels in Table 5, all residential locations meet the IPCB regulation with the 80 HP Stealth dryers and the three screen walls based on the measured ambient level. Three commercial locations do not meet the regulation. Soundscape Consulting LLC Michigan . Illinois Indiana . Virginia (734) 418-8663 . (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com E1 Car Wash Mt. Prospect — Sound Propagation Report SE No. 2425.2 Table 4: Total Predicted Spectra at Receptor Locations — Ambient plus Project Sound (80 HP Stealth Dryers and Four Screen Walls) August 21, 2026 Page 18 of 35 Receptor Number Receptor Property IPCB Class Sound Pressure Level Leq, (dB) at Octave Band Center Frequencies (Hz) 31.5 63 125 250 500 1000 2000 4000 8000 IPCB Criteria - Class A 72 71 65 57 51 45 39 34 32 1 A 69 70 68 64 62 66 60 49 37 2 A 64 65 62 57 55 57 50 39 24 3 A 70 72 68 64 63 66 61 51 39 4 A 70 71 68 64 63 66 61 51 39 5 A 70 71 68 64 63 66 61 50 39 6 A 70 71 68 64 63 66 61 51 39 7 A 70 71 68 64 63 66 61 50 39 8 A 70 71 68 65 63 66 61 50 39 9 A 64 66 63 59 57 60 54 42 29 10 A 62 63 60 56 55 56 50 38 22 11 A 63 64 61 57 55 58 52 39 23 IPCB Criteria — Class B 79 78 72 64 58 52 46 41 39 12 B 70 72 69 65 63 67 62 51 39 13 B 70 71 69 65 63 66 61- 50 38 14 B 68 70 67 63 62 64 5936 15 B 63 65 62 58 57 58 53 44 35 16 B 64 65 63 59 58 60 55 47 40 17 B 64 66 63 59 58 60 55 46 37 18 B 68 69 66 63 61 65 59 48 37 19 B 67 69 66 62 61 64 58 47 35 20 B 70 71 68 65 63 66 61 50 38 * Levels in bold red text with red shading exceed the IPBC criteria for Class A properties and levels in bold orange text with orange shading exceed the criteria for Class B properties. Soundscape Consulting LLC Michigan Illinois Indiana Virginia (734) 418-8663 - (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com E1 Car Wash Mt. Prospect — Sound Propagation Report August 21, 2026 SE No. 2425.2 Page 19 of 35 Table 5: Corrected Project Spectra per IPCB to Determine IPCB Compliance — Ambient plus Project Sound (80 HP Stealth Dryers and Four Screen Walls) Receptor Number Receptor Property IPCB Class Sound Pressure Level Leq, (dB) at Octave Band Center Frequencies (Hz) 31.5 63 125 250 500 1000 2000 4000 8000 IPCB Criteria - Class A 72 71 65 57 51 45 39 34 32 1 A 0 0 0 0 0 0 0 0 0 2 A 0 0 0 0 0 0 0 0 0 3 A 0 0 0 0 0 0 0 0 0 4 A 0 0 0 0 0 0 0 0 0 5 A 0 0 0 0 0 0 0 0 0 6 A 0 0 0 0 0 0 0 0 0 7 A 0 0 0 0 0 0 0 0 0 8 A 0 0 0 0 0 0 0 0 0 9 A 0 0 0 0 0 0 0 0 0 10 A 0 0 0 0 0 0 0 0 0 11 A 0 0 0 0 0 0 0 0 0 IPCB Criteria — Class B 79 78 72 64 58 52 46 41 39 12 B 0 0 0 0 0 0 0 0 0 13 B 0 0 0 0 0 0 0 0 0 14 B 0 0 0 0 0 0 0 0 0 15 B 0 0 0 0 0 0 0 43 35 16 B 0 0 0 0 0 0 17 B 0 0 0 0 0 0 0 44 37 18 B 0 0 0 0 0 0 0 0 0 19 B 0 0 0 0 0 0 0 0 0 20 B 0 0 0 0 0 0 0 0 0 * Levels in bold red text with red shading exceed the IPBC criteria for Class A properties and levels in bold orange text with orange shading exceed the criteria for Class B properties. Soundscape Consulting LLC Michigan Illinois Indiana Virginia (734) 418-8663 - (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com E1 Car Wash Mt. Prospect — Sound Propagation Report SE No. 2425.2 6.3 Proposed Project Additional Mitigation 6.3.1 Predicted Sound Levels for Proposed Project— Added Mitigation Package This list is a reminder of the mitigation included in the base project: • 80 HP Stealth Predator Ultra -Quiet drying system • 8-ft tall wall at the south property line as shown on drawings for 128 feet • 12-ft tall wall at the car wash tunnel exit • 12-ft tall wall at the car wash tunnel entrance • 8-ft screen wall surrounding the east outdoor vacuum pump August 21, 2026 Page 20 of 35 • North vacuum pump located on north side of vacuum building within a full enclosure and exhaust stack above roof To reduce levels at the commercial locations to the south, additional mitigation measures were incorporated into the model, which include the following: • Lengthen the 8-ft tall wall at the south property line eastward to a total of 200 feet long Because of poor sightlines, we also examined whether using 30 HP Stealth Predator Ultra Quiet dryers would allow the tunnel exit barrier to be shortened as well as the vacuum building barrier. With these 30 HP dryers, the 12-ft tall screen wall at the tunnel entrance is not required and the 12-ft screen wall at the tunnel exit can be shortened northward by 10 feet, resulting in a barrier that is now 20 feet long. The end of the barrier must be installed as close to the building corner as possible or overlap the building to the west to produce as small a gap as possible between the barrier and the building. Additionally, the previously recommended absorptive acoustical panels can be eliminated if the 30 HP blowers are used. With the above incorporated at the site, the predicted spectra meet the IPCB regulation at all locations. The receptor levels are provided in Table 6. An annotated site map with the mitigation notes is shown in Figure 10. Figure 11 and Figure 12 show the predicted sound level and propagation maps that correspond to the mitigated project. Soundscape Consulting LLC Michigan . Illinois Indiana . Virginia (734) 418-8663 - (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com E1 Car Wash Mt. Prospect — Sound Propagation Report SE No. 2425.2 August 21, 2026 Page 21 of 35 w Ell ...a rDy$��'iLMl!iWr� Ili v'gMM'Wm� f � � W r � � u r w . Ell �r . ism �y ry Fr � UJI Id Mimi si w M . Y I Illlllllllllllllllppllllluuum IIIIIII ,I IIII IIII V pp i � w r �ry w mmm. �y yy kam�w L cm mH j i �d I%6 YYII "� uW qe wM1� ' � I10 � � • ✓� Otlo/�4 �Nu, oT , r d' f M �'" �'Ma. " NSA v M�J� v4;n�aDY�d'w „ MNY .9M%� I'� I.�m p DI a �I tI �ww �„'I'� '�l � mu ,� ✓rt„� E,�,mr�am l W, r sae ulift P e „mraq ceu< m �ma mwir��mol�5 A s »W,r w rwM , � am -< R..0 P ..�w,"�'Y�m��'u:ul / ,�, �,,,� N ✓� AI � ..�.�....�.. .,..� .... ,... n y _"' ,VP Si' �'" )" �l"� M, .. q` urea W G% v G lk m „�{� Y p 4' a Figure 10: Annotated Project Site Map with Recommended Mitigation Soundscape Consulting LLC Michigan Illinois Indiana Virginia (734) 418-8663 - (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com E1 Car Wash Mt. Prospect — Sound Propagation Report August 21, 2026 SE No. 2425.2 Page 22 of 35 Table 6: Predicted Car Wash Spectra at Receptor Locations with Added Mitigation Package - (Add 30HP Dryers and Extend Property Line Barrier Wall) Receptor Number Receptor Property IPCB Class Sound Pressure Level Leq (dB) at Octave Band Center Frequencies (Hz) Overall dBA (for ref.) 31.5 63 125 250 500 1000 2000 4000 8000 IPCB Criteria — Class A 72 71 65 57 51 45 39 34 32 N/A 1 A 42 47 41 43 39 39 37 29 13 44 2 A 35 38 33 30 28 26 24 16 1 31 3 A 40 46 42 40 39 38 40 34 22 44 4 A 40 46 42 40 38 36 35 30 23 42 5 A 41 51 47 46 45 45 45 39 29 50 6 A 41 51 47 46 46 45 45 38 27 50 7 A 39 50 45 43 43 42 39 31 18 46 8 A 36 45 41 40 39 37 34 25 9 42 9 A 36 44 40 39 37 33 32 24 9 39 10 A 37 46 44 42 42 39 37 29 14 44 11 A 36 41 40 36 35 32 34 26 6 39 IPCB Criteria — Class B 79 78 72 64 58 52 46 41 39 N/A 12 B 45 50 44 45 41 41 41 34 18 46 13 B 42 46 42 40 40 39 40 32 18 45 14 B 44 54 50 49 49 46 43 35 27 51 15 B 43 54 51 49 48 46 44 39 33 51 16 B 44 52 50 47 46 42 41 34 25 48 17 B 44 50 49 46 44 42 46 40 33 50 18 B 35 41 40 38 37 34 35 27 11 40 19 B 41 47 45 43 42 39 41 35 24 46 20 B 45 50 47 47 44 42 43 36 25 48 * Levels in bold red text with red shading exceed the IPBC criteria for Class A properties and levels in bold orange text with orange shading exceed the criteria for Class B properties. Soundscape Consulting LLC Michigan Illinois Indiana Virginia (734) 418-8663 - (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com E1 Car Wash Mt. Prospect — Sound Propagation Report August 21, 2026 SE No. 2425.2 Page 23 of 35 Figure It: Single Point Map (dBA) — Car Wash Sound Levels with Added Mitigation Package, 30 HP Stealth Dryers and Two Screen Walls Soundscape Consulting LLC Michigan Illinois Indiana Virginia (734) 418-8663 - (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com E1 Car Wash Mt. Prospect — Sound Propagation Report August 21, 2026 SE No. 2425.2 Page 24 of 35 Figure 12: Sound Contour Map (dBA) — Car Wash Sound Levels with Added Mitigation Package, 30 HP Stealth Dryers and Two Screen Walls Soundscape Consulting LLC Michigan Illinois Indiana Virginia (734) 418-8663 - (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com E1 Car Wash Mt. Prospect — Sound Propagation Report August 21, 2026 SE No. 2425.2 Page 25 of 35 6.3.2 Evaluation of Compliance for Proposed Project with Added Mitigation Package The sum of the predicted ambient and project sound levels with the project base mitigation and the Added Mitigation at each octave band at the receptor locations are provided in Table 7 and the corrected spectra are provided in Table 8. Assessing the mitigated car wash sound levels against the corresponding IPCB criteria, the predicted levels will meet the IPCB requirements at all locations. Table 7: Total Predicted Spectra at Receptor Locations — Ambient plus Project Sound (Base + Added Mitigation Package) Receptor Number Receptor Property IPCB Class Sound Pressure Level Leq (dB) at Octave Band Center Frequencies (Hz) 31.5 63 125 250 500 1000 2000 4000 8000 IPCB Criteria - Class A 72 71 65 57 51 45 39 34 32 1 A 69 70 68 64 62 66 60 49 37 2 A 64 65 62 57 55 57 50 39 24 3 A 70 72 68 64 63 66 61 51 39 4 A 70 71 68 64 63 66 61 51 39 5 A 70 71 68 64 63 66 61 50 39 6 A 70 71 68 64 63 66 61 50 39 7 A 70 71 68 64 63 66 61 50 39 8 A 70 71 68 65 63 66 61 50 39 9 A 64 65 63 59 57 60 54 42 28 10 A 62 63 60 56 54 56 49 38 21 11 A 63 64 61 57 55 58 52 39 23 IPCB Criteria — Class B 79 78 72 64 58 52 46 41 39 12 B 70 72 69 65 63 67 62 51 39 13 B 70 71 69 65 63 66 61 50 38 14 B 68 69 67 63 61 64 59 48 36 15 B 63 64 61 57 55 57 50 40 33 16 B 63 64 61 57 55 57 50 38 26 17 B 64 66 63 59 57 60 54 44 34 18 B 68 69 66 63 61 65 59 48 37 19 B 67 69 66 62 61 64 58 47 35 20 B 70 71 68 65 63 66 61 50 38 * Levels in bold red text with red shading exceed the IPBC criteria for Class A properties and levels in bold oratkge text withorange shaditig exceed the criteria for Class B properties. Soundscape Consulting LLC Michigan . Illinois Indiana . Virginia (734) 418-8663 - (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com E1 Car Wash Mt. Prospect — Sound Propagation Report August 21, 2026 SE No. 2425.2 Page 26 of 35 Table 8: Corrected Project Spectra per IPCB to Determine IPCB Compliance — Ambient plus Project Sound with Added Mitigation Package Receptor Number Receptor Property IPCB Class Sound Pressure Level Leq, (dB) at Octave Band Center Frequencies (Hz) 31.5 63 125 250 500 1000 2000 4000 8000 IPCB Criteria - Class A 72 71 65 57 51 45 39 34 32 1 A 0 0 0 0 0 0 0 0 0 2 A 0 0 0 0 0 0 0 0 0 3 A 0 0 0 0 0 0 0 0 0 4 A 0 0 0 0 0 0 0 0 0 5 A 0 0 0 0 0 0 0 0 0 6 A 0 0 0 0 0 0 0 0 0 7 A 0 0 0 0 0 0 0 0 0 8 A 0 0 0 0 0 0 0 0 0 9 A 0 0 0 0 0 0 0 0 0 10 A 0 0 0 0 0 0 0 0 0 11 A 0 0 0 0 0 0 0 0 0 IPCB Criteria — Class B 79 78 72 64 58 52 46 41 39 12 B 0 0 0 0 0 0 0 0 0 13 B 0 0 0 0 0 0 0 0 0 14 B 0 0 0 0 0 0 0 0 0 15 B 0 0 0 0 0 0 0 38 33 16 B 0 0 0 0 0 0 0 0 25 17 B 0 0 0 0 0 0 0 41 33 18 B 0 0 0 0 0 0 0 0 0 19 B 0 0 0 0 0 0 0 0 0 20 B 0 0 0 0 0 0 0 0 0 * Levels in bold red text with red shading exceed the IPBC criteria for Class A properties and levels in bold orange text with orange shading exceed the criteria for Class B properties. Soundscape Consulting LLC Michigan Illinois Indiana Virginia (734) 418-8663 - (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com E1 Car Wash Mt. Prospect — Sound Propagation Report August 21, 2026 SE No. 2425.2 Page 27 of 35 7. Final Note Soundscape Engineering's recommendations pertain only to the acoustical performance aspects of this project. Any impact those recommendations may have on other aspects of the project design and disciplines, such as fire suppression and fire ratings, MEP and ventilation requirements, structural loadings, egress requirements, etc., must be assessed by the appropriate design team members. This concludes our assessment and recommendations. We are happy to elaborate on anything contained within this report. Sincerely, Soundscape Engineering Per: Mandy Kachur, PE, INCE.Bd.Cert. Principal mkachur(cr�SoundscaneEnaineerina. com (734) 494-0322 cc: Evan Gerdes (Alrig) Appendix A: Acoustical Terminology Appendix B: Operations Compliance Appendix C: Equipment Sound Measurements at Reference Sites Appendix D: Stealth Predator "Ultra Quiet" Drying System Soundscape Consulting LLC Michigan . Illinois Indiana . Virginia (734) 418-8663 - (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com E1 Car Wash Mt. Prospect — Sound Propagation Report August 21, 2026 SE No. 2425.2 Page 28 of 35 Appendix A: Acoustical Terminology Sound level is measured in units called decibels (abbreviated dB). Decibels are logarithmic rather than linear quantities and thus a doubling of the sound level does not translate to a mathematical doubling of decibels. Also, our ears do not interpret a doubling of sound energy (two sources instead of one) as a doubling of loudness. The logarithmic nature of dB and our subjective perception of relative sound levels result in the following approximate rules for judging increases in sound. • 1 dB sound level increase or decrease — not detectable • 3 dB sound level increase or decrease -just noticeable (the addition of one identical sound source to an existing source) • 5 dB sound level increase or decrease -clearly perceptible and is often considered significant (the addition of two identical sound sources to an existing source) • 10 dB sound level increase or decrease - perceived as twice as loud/half as loud (the addition of nine identical sound sources to an existing source) These perceived changes in the sound level are mostly independent of the absolute sound level. That is, a 35 dB sound will be perceived as approximately twice as loud as a 25 dB sound, and a 60 dB sound will be perceived as approximately twice as loud as a 50 dB sound. Audible sound occurs over a wide frequency range, from low pitched sounds at approximately 20 hertz (abbreviated as Hz) to high pitched sounds at 20,000 Hz. These frequencies are commonly grouped into octave bands or 1/3 octave bands. Building mechanical systems generally produce sound in the 63 Hz to 1000 Hz octave bands, with the lower frequency sound generated by large fans. Speech is predominantly contained in the 250 Hz to 2000 Hz octave bands. Unweighted or Z-weighted sound level — This level is directly what the microphone records without any adjustment. Spectral levels are generally reported as unweighted levels. In dosimetry work, it is used for evaluating the peak sound level, Lpk, exposure. A -weighted sound level - Humans do not hear equally well at all frequencies. We are especially poor at hearing low frequency sound and are best at hearing sound in the frequency range of speech. A microphone does not have these same characteristics. Therefore, when sound is being measured to determine how well people will be able to hear it, a "weighting" or microphone -to -human correction factor is applied to the sound level measured using a microphone. The most common weighting is the "A - weighting", and the resulting sound level is expressed in A -weighted decibels (dBA). This weighting reduces the low frequency energy contribution to the overall sound level, slightly increases the contribution at the dominant frequencies of speech, and slightly reduces the contribution at high frequencies. Equivalent Sound Level (Leq) is essentially the average sound level in an environment. However, the Leq is a logarithmic average over a period of time and not a simple arithmetic average which means that louder sounds have more influence on the level. Leq can be measured for any time period. It is typically measured for the time increments of 10 minutes, 15 minutes, 1 hour, or 24 hours. Steady sounds, such as fan or pump noise, can be accurately measured for much shorter periods of time, such as 30 to 60 seconds if the equipment is the dominant sound. An A -weighted equivalent sound level is sometimes designated as LAeq though the unit dBA after the decibel level also indicates an A -weighted level. Soundscape Consulting LLC Michigan Illinois Indiana Virginia (734) 418-8663 - (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com E1 Car Wash Mt. Prospect — Sound Propagation Report SE No. 2425.2 August 21, 2026 Page 29 of 35 Decibel addition is not on an arithmetic basis but on a logarithmic basis. This means that the level produced from two sound sources of 60 dBA is 63 dBA and not 120 dBA. While acoustics consultants use this mathematical formula for this calculation, the table below provides a shorthand method of estimation. Only two numbers can be added at a time using this method. For three or more numbers, the process below must be repeated multiple times. When two dB values differ by... ... add the following dB to the higher value. 0 or 1 3 2 or 3 2 4 to 9 1 10 or more 0 Examples: 43 dB + 44 dB = 47 dB (difference between numbers is 1, so add 3 to the highest value) 43 dB + 48 dB = 49 dB (difference between numbers is 5, so add 1 to the highest value) 43 dB + 53 dB = 53 dB (difference between numbers is 10 dB, so add 0 to the highest value) Soundscape Consulting LLC Michigan . Illinois Indiana Virginia (734) 418-8663 - (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com El Car Wash Mt. Prospect — Sound Propagation Report August 21, 2026 SE No. 2425.2 Page 30 of 35 Appendix B: Operations Compliance To determine compliance with the IPCB, the ambient sound level must be considered since it could interfere with an accurate measurement. Provisions for subtraction of the ambient from the measurement i i are provided in Section 910.106(a)(4) of the IPCB. Section 910.106 (a) 4) Correction for Long -Term Background Ambient Sound A) The raw I -hour Loust be corrected for long-term background. ambient sound. Subsection (b) describes Methods to, obtain the, long-term background ambient sound level in the j1h frequency band. The correction is dependent on, the difference (.in decibels) between the raw, I _hour,' j"` band property -line noise source (Lee,) and, corres,ponding j1h,'band long-term 'background ambient sound, level. The correction to, be applicd is as follows:, If the difference between the raw 1-hour L and the long- term background ambient sound is larger than 10 decibels, then the correction is, set to 0., ii,) If the difference between the raw 1-hour 'IL,q and the long- term background ambient sound difference is less than 3 decibels, then, the. �h frequeney-band level, 4�qi, is set to 0. iii) if the difference between the raw 1-hour Lq and the long- tenn background arnbien:t sound is between 3 and 10 decibels, then the correction given in Table I is subtracted fromthe raw,I -hour property -line noise source Leqj, Table 1, Corrections in d13 for long-term. background ambient sound Difference Correction (0), (dB) 3 3 4 2.3 5 1.7 6 1.3 7 1.0 8 0.7 19 0.6 10 0.5 13) The long -termbackgroup d ambient corrected, level is the property line noise source L,,,V, reported for the j1h frequency band. This correction factor is applied if the measured sound level during operations is within ten decibels of the measured ambient. This is because a microphone cannot separate the ambient level from the sound of interest, in this case the car wash, and both are simultaneously recorded and are additive. When the ambient level comes within ten decibels of the car wash sound, the ambient level will increase the measurement, giving a false reading of the car wash sound level. If the ambient level is louder, then it will dominate the measurement. Soundscape Consulting LLC Michigan - Illinois Indiana - Virginia (734) 418-8663 - (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com E1 Car Wash Mt. Prospect — Sound Propagation Report August 21, 2026 SE No. 2425.2 Page 31 of 35 The full calculation for evaluating compliance is presented in Table 9 for Receptor Number 15, with the unmitigated project in operation. This calculation and comparison to the IPCB regulation is repeated for all receptor locations. As shown in the example, the project does not comply at this location in the 4000 Hz octave band. This is indicated by the positive exceedance values at some octave bands. Mitigation will lower the project sound level and should be selected such that no octave bands exceed the IPCB criteria. Table 9: Example Calculation for Evaluation of Compliance at Receptor Number 15 for Base Mitigation Condition Sound Pressure Level Leq, (dB) at Octave Band Center Frequencies (Hz) 31.5 63 125 250 500 1000 2000 4000 8000 Step / Description Predicted Ambient Sound Level 63 64 60 56 54 56 49 35 17 Predicted Project Sound Level 47 58 54 53 53 51 49 43 35 Total Sound Level (Ambient + Project, 63 65 62 58 57 58 53 44 35 on logarithmic basis) Difference (Total Level — Predicted Ambient, 0 1 1 2 2 1 2 7 16 on linear basis) Correction Factors from IPCB Table 1 0 0 0 0 0 0 0 1 0 Based on the Difference Corrected Sound Level (Total Sound Level — Correction Factor, 0 0 0 0 0 0 0 43 35 on linear basis) IPCB Criteria — Class B 79 78 72 64 58 52 46 41 39 Exceedance of IPCB Criteria (Corrected Level — IPCB Criteria, on a - - - - - - - 1.6 - linear basis with the lowest value at 0) * Levels in bold orange text withorange shading exceed the IPBC criteria for Class B properties. Soundscape Consulting LLC Michigan Illinois Indiana Virginia (734) 418-8663 - (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com E1 Car Wash Mt. Prospect — Sound Propagation Report SE No. 2425.2 Appendix C: Equipment Sound Measurements at Reference Sites August 21, 2026 Page 32 of 35 Sound levels were measured at existing El Car Wash locations in Brighton and Madison Heights in Michigan. These locations use the same blower system as originally proposed for the Mt. Prospect location. Measurements were taken 25 feet from the tunnel entrance and exit (doors both open and closed with blowers on) and at 1 meter from the vacuum nozzles. Results are shown in Table 10 and Table 11. The octave band sound levels are unweighted decibels (dB) and the rightmost column is the A -weighted overall level of all the bands (dBA). The car wash equipment levels were consistent between the two sites except for the 31.5 and 63 Hz levels at Madison Heights. We believe these levels were influenced by chiller noise coming from a building to the north because the elevated level was also present in the ambient measurement. For modeling, octave band sound levels are used because sound propagation and its interaction with objects are frequency dependent. The higher level of the two locations was used for calibration, to be conservative. Table 10: Car Wash Sound Levels in dB at Brighton and Madison Heights Octave Band Center Frequency, Hz Overall Condition (Location) dBA 31.5 63 125 250 500 1000 2000 4000 8000 Exit, Blowers On, Doors 73 77 80 80 82 81 80 75 66 86 Open (Brighton) Exit, Blowers On, Doors 73 84 76 81 81 82 81 75 67 87 O en Madison Heights) Exit, Blowers On, Doors 70 75 77 76 75 72 70 63 53 77 Closed (Brighton) Exit, Blowers On, Doors 73 82 74 77 73 73 71 63 52 78 Closed (Madison Heights) Entrance, Doors Open 71 75 77 77 75 74 74 67 57 80 (Brighton) Entrance, Doors Open 77 84 75 79 76 75 75 68 58 80 (Madison Heights) Entrance, Doors Closed 69 72 71 68 62 60 58 50 37 66 (Brighton) Entrance, Doors Closed 75 80 67 69 62 61 59 52 40 67 Madison Heights) Note: These levels were measured at a point directly in front of the entrance or exit at a distance of 25 ft. Table 11: Vacuum Sound Levels in dB at Brighton and Madison Heights Condition (Location) Octave Band Center Frequency, Hz Overall dBA 31.5 63 125 250 500 1000 2000 4000 8000 Nozzle Outside Sheath (Brighton) 63 66 63 56 58 59 63 64 68 70 Nozzle Outside Sheath (Madison Heights) 69 71 66 66 60 65 74 70 67 77 Note: These levels were measured at a distance of 1 meter from the nozzle. Soundscape Consulting LLC Michigan Illinois Indiana Virginia (734) 418-8663 - (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com E1 Car Wash Mt. Prospect — Sound Propagation Report SE No. 2425.2 Figure 13: Brighton (left) and Madison Heights (Right) E1 Car Wash Exit Figure 14: Vacuum Area at Madison Heights Location Soundscape Consulting LLC Michigan Illinois Indiana Virginia (734) 418-8663 - (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com August 21, 2026 Page 33 of 35 E1 Car Wash Mt. Prospect — Sound Propagation Report August 21, 2026 SE No. 2425.2 Page 34 of 35 Appendix D: International Drying Corp. - Stealth Predator "Ultra Quiet" Drying System INTERNATIONAL DRYING STEALTH PREDATOR DRYING SYSTEM Soundscape Consulting LLC Michigan . Illinois Indiana Virginia (734) 418-8663 - (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com E1 Car Wash Mt. Prospect — Sound Propagation Report SE No. 2425.2 �� rt is 3 0 feet 61.8 fit, t, feet August 21, 2026 Page 35 of 35 , W "t 6.9 dBA at 1, 55 feet The Stealth Predator, "features eII ' n r tc g creates the first "lultria-Quiet Dryer" and is the mast powerful Ultra Quielt Dryer ever designield. SPECIFICATIONS 10, 0# [ A Soundscape Consulting LLC Michigan Illinois Indiana Virginia (734) 418-8663 - (312) 436-0032 (317) 489-4151 - (703) 722-6633 www.SoundscapeEngineering.com STONEFIELD July 9, 2026 Planning Division Village of Mount Prospect 50 S. Emerson St. Mount Prospect, Illinois 60056 RE: Stormwater Narrative Parcel IDS: 03-34-200-001-0000, 03-34-200-051-0000, 03-34-200-052-0000, 03-34-200-024-0000 1 E Rand Rd, Mount Prospect, Illinois, 60056 To whom it may concern: Stonefield Engineering and Design was retained to be the Civil Engineer for the proposed development located at the subject address & submit the following stormwater narrative for review. The existing site is occupied by a vacant 20,814-square-foot commercial building with associated parking lots and access drives. The site contains approximately 67,384 square feet of impervious surface within the property and adjacent right-of-way limits. The total tributary drainage area to the stormwater management system is 86,921 square feet (2.00 acres). Stormwater runoff from the existing roof and paved areas is collected by multiple catch basins and conveyed through an existing storm sewer system consisting of 48-inch reinforced concrete pipe to an underground detention facility located in the northwest portion of the site. The existing detention facility consists of eleven (1 1) 60-inch diameter pipes, each 40 feet in length. Detained runoff is discharged through the existing outlet structure into the existing 24-inch PVC storm sewer located within the IL Route 83 right-of-way west of the site and continues south. The proposed redevelopment includes demolition of the existing building and associated site improvements, followed by construction of an automatic car wash, attached interior vacuum structure, vacuum stalls, parking areas, access drives, and associated site improvements. The proposed development will contain approximately 30,959 square feet of impervious surface, resulting in a net reduction of approximately 36,425 square feet of impervious area compared to existing conditions. Stormwater runoff from the proposed development will be collected by a system of storm sewer inlets and piping and conveyed to a proposed underground detention facility located in the southern portion of the site. The proposed detention facility will provide temporary storage and discharge stormwater through a reinforced concrete outlet control structure designed to restrict post -development runoff to the allowable release rate. The controlled discharge will connect to the existing 24-inch PVC storm sewer within the IL Route 83 right-of-way, maintaining the discharge sewer. The proposed detention system has been designed in accordance with the requirements of the MWRD Watershed Management Ordinance for the Des Plaines Watershed. The total tributary drainage area to the proposed detention system is 86,921 square feet (2.00 acres). Based on the allowable release rate of 0.20 cubic feet per second per tributary acre, the maximum allowable release rate for the site is 0.40 cubic feet per second. Hydrologic and hydraulic analyses were performed using Hydro CAD to evaluate post -development runoff conditions and required detention storage. The analyses determined a required detention storage volume of 39,065 cubic feet. The proposed underground detention system has been sized to provide the required detention storage while limiting the peak discharge to the allowable release rate of 0.40 cubic feet per second. The proposed underground detention system provides 39,241 cubic feet of storage, which exceeds the required detention storage volume of 39,065 cubic feet. Volume control is not required for the proposed redevelopment because the project reduces the site's total impervious area by more than 30 percent relative to existing conditions, in accordance with the MWRD Watershed Management Ordinance. Should your office have any questions, please do not hesitate to contact the undersigned. Best Regards, nunUZI x wi ;r, ,Nell August Eschedor Stonefield Engineering and Design, LLC stonefieldeng.com 555 S. Old Woodward Ave, Suite 12L, Birmingham, MI 48009 t. 248.247.1 1 15 1 MINUTES OF THE REGULAR MEETING OF THE PLANNING & ZONING COMMISSION CASE NO. PZ-13-26 Hearing Date: September 24, 2026 PROPERTY ADDRESS: 1 E. Rand Road PETITIONER: El Car Wash Mid -West, LLC PROPERTY OWNER: SCP 2002A-11 LLC PUBLICATION DATE: September 9, 2026 REQUEST: Conditional use approval for a car wash with seven (7) accessory structures at 1 E. Rand Road MEMBERS PRESENT: Joseph Donnelly William Beattie Walter Szymczak Donald Olsen Ewa Weir Richard Rogers MEMBERS ABSENT: Michael Fricano Fay Costa STAFF MEMBERS PRESENT: Jason C. Shallcross — Director of Community Development Ann Choi — Senior Development Planner INTERESTED PARTIES: Gabriel Schuchman, Alrig USA Evan Gerdes, Alrig USA Chairman Donnelly called the meeting to order at 7:01 PM. Vice Chairman Beattie made a motion seconded by Commissioner Szymczak to approve the minutes from the Planning and Zoning Commission meeting on August 27, 2026. The minutes were approved 6-0. Chairman Donnelly moved on to Item Two, Approval of Minutes. Vice Chairman Beattie made a motion seconded by Commissioner Szymczak to approve the minutes of the Planning and Zoning Commission meeting on August 27, 2026. The minutes were approved 6-0. Planning & Zoning Commission Meeting — September 24, 2026 PZ-13-26 0) After hearing two items of New Business, Chairman Donnelly introduced Case PZ-13-26, 1 E. Rand Road, a conditional use request for a car wash. The Village Board will serve as the finalauthority for the request. Staff Presentation Ms. Choi presented the request for conditional use approval to allow a car wash at 1 E. Rand Road. Ms. Choi provided an overview of the Subject Property, noting that it is located in the southwest quadrant of the Kensington Road/Rand Road intersection, is zoned B-3 Community Shopping District, and is currently improved with a vacant approximately 20,880-square-foot commercial building that was previously occupied byCVSand other commercial tenants. Ms. Choi reviewed surrounding land uses, including nearby commercial properties and single-family residences located west of Main Street/IL-83. Ms. Choi also discussed the Village's planned Rand Road Corridor improvements to the US 12/IL-83/Kensington Road intersection, which are intended to reduce congestion and delays and improve safety through roadway widening, additional travel and turn lanes, traffic signal improvements, and pedestrian and bicycle improvements. Ms. Choi stated that, due to the proximity of residential properties to the west, the Petitioner was required to submit an acoustical assessment evaluating potential noise impacts from the proposed car wash. The assessment modeled worst -case operating conditions, including open tunnel and vacuum building doors and multiple outdoor vacuums operating simultaneously. The dryers and vacuum equipment were identified as the primary noise sources. Recommended mitigation measures included 30-horsepower ultra -quiet dryers, an eight -foot -tall sound barrier along the south property line, a twelve - foot -tall sound barrier at the car wash tunnel exit, and screening and enclosure of the vacuum equipment. Ms. Choi stated that, with the recommended mitigation measures incorporated into the project, the consultant concluded that predicted sound levels would comply with applicable Illinois Pollution Control Board requirements at all evaluated residential and commercial locations. Ms. Choi reviewed the proposed site plan and stated that the existing building and site improvements would be demolished and the property redeveloped with an automated El Car Wash facility. Ms. Choi explained that the development would include a 140-foot-long car wash tunnel along the west side of the property, an attached building containing sixteen (16) interior vacuum stalls, and eleven (11) exterior vacuum stalls, for a total of twenty-seven (27) vacuum stalls. Ms. Choi stated that vehicles would enter one of three approach lanes, which would merge into two lanes at the pay stations and ultimately into a single lane entering the car wash tunnel. Ms. Choi further stated that access would continue to be provided from Rand Road and Main Street/IL-83. At staffs recommendation, aminimum four -foot -tall fence would be provided along portions of the site to screen headlights from vehicles within the approach and stacking lanes and minimize glare onto adjacent roadways. Ms. Choi noted that an underground stormwater detention facilitywould also be provided within the southern portion of the site. Planning & Zoning Commission Meeting — September 24, 2026 PZ-13-26 V Ms. Choi presented the proposed landscape plan and stated that existing parkway trees along Main Street, Kensington Road, and Rand Road would be preserved. Ms. Choi pointed out that existing mature landscaping along the south property line would also remain and would be supplemented with additional evergreen trees and shrubs. Ms. Choi stated that additional landscaping would be provided along the north and east property lines, around the building foundations, within parking and vacuum areas, and around the trash enclosure. Ms. Choi noted that the proposed landscape plan meets Village requirements and that final tree preservation and irrigation plans would be required as part of the building permit process. Ms. Choi reviewed the proposed building elevations and described the development as having a modern commercial design consisting primarily of light-colored brick veneer with a dark gray split -face masonry base, reflective aluminum composite panels, varying parapet heights, and teal and pink/magenta architectural accents associated with the El Car Wash branding. Ms. Choi noted that the proposed tower elements were thirty-five feet (35'-0") in height. Ms. Choi also reviewed the seven (7) proposed accessory structures, which included the attendant booth, pay station canopy, vacuum canopies, vacuum enclosures, and trash enclosure. Ms. Choi further noted that the proposed signage would comply with Chapter 7 of the Village Code and that no signage relief was requested as part of the zoning application. Ms. Choi summarized the Traffic Impact Study (TIS) prepared for the development, which evaluated surrounding roadway conditions, site access, internal circulation, and vehicle stacking. Ms. Choi stated that the TIS concluded that traffic generated by the proposed car wash could be accommodated by the surrounding roadway network and was not anticipated to significantly change projected operations at nearby intersections. Ms. Choi explained that the access drives along Rand Road and Main Street/IL-83 would be converted to right-in/right-out access, and additional dedicated right -turn lanes were determined not to be warranted. Ms. Choi indicated that the TIS also concluded that the proposed on -site stacking would accommodate projected demand without interfering with internal circulation or adjacent roadways. Ms. Choi noted that the site would provide fifty- one (51) stacking spaces and twenty-seven (27) vacuum/parking stalls, exceeding the minimum parking and stacking requirements of the Zoning Code. Staff Recommendation Ms. Choi stated that staff found the proposal satisfied the applicable conditional use standards of the Zoning Ordinance and recommended approval subject to the conditions outlined in the staff report. Ms. Choi noted that among the conditions were implementation of the noise mitigation measures identified in the acoustical study; installation of silencers or mufflers on the vacuums; restrictions on exterior lighting; architectural treatment of the sound walls, attendant booth, and canopy; installation of the proposed perimeter privacy fence; and limits on the hours of operation. Staff Planning & Zoning Commission Meeting — September 24, 2026 PZ-13-26 recommended operating hours of 7:00 a.m. to 8:00 p.m. Monday through Saturday and 8:00 a.m. to 8:00 p.m. on Sunday. Ms. Choi stated that the Petitioner would also be required to address outstanding Village review comments and comply with applicable Village codes and regulations prior to issuance of a building permit. Ms. Choi concluded by noting that the Planning and Zoning Commission would make a recommendation and that the Village Board would make the final decision on the request. Commission Questions for Staff Vice Chairman Beattie asked staff to identify the principal concerns that had been raised regarding the proposal so that the Commission could focus its questions to the Petitioner. Commissioner Weir noted that staff had received limited public comment and asked where the closest residential properties were located and how many homes were near the proposed facility. Director Shallcross stated that the closest residences are located immediately west of the Subject Property across Main Street/IL-83, with a small number of single-family homes fronting Main Street. Director Shallcross explained that the concerns typically associated with car washes as conditional uses include vehicle stacking during peak demand periods and sound, particularly at the exit of the wash tunnel. Director Shallcross stated that the Petitioner had worked with staff through multiple iterations of the proposal to address sound impacts. Director Shallcross noted that the sound study predicted sound levels at the residences across Main Street generally comparable to a normal conversation, approximately 50 to 60 decibels, as a result of mitigation measures including reduced dryer horsepower, sound walls, and extensive landscaping. Director Shallcross added that the properties immediately south and southeast of the site are commercial uses, followed farther south by the Village fire station and then residential properties. Commissioner Weir asked about the illumination of the proposed signs and the purpose of the approximately 35-foot-tall tower elements. Director Shallcross stated that the tower elements were architectural features associated with the El Car Wash brand and that the Village permits a maximum building height of 35 feet in the applicable commercial district. Director Shallcross further stated that all signage would be required to comply with the Village Sign Code with respect to size, illumination, location, and other applicable standards. When Commissioner Weir asked whether the towers themselves would be illuminated, Director Shallcross deferred to the Petitioner for confirmation. Commission Questions for the Petitioner Chairman Donnelly swore in the Petitioner and members of the project team: • Petitioner: Gabriel Schuchman of El Car Wash, 30200Telegraph Rd, Ste205, Bingham Farms, MI; • Mitchell Harvey of Stonefield Engineering, 555 Old Woodward Av, Birmingham, MI; • Andrew Bowen of KLOA, 9575 W. Higgins Rd, Rosemont, IL; Planning & Zoning Commission Meeting — September 24, 2026 PZ-13-26 Evan Gerdes ofAlrig USA, 655 W Irving Park Rd, Chicago, IL; • Matthew Holmes of Storino Romello & Durkin, 9501 Technology Bl, Ste 4200, Rosemont, IL In response to Commissioner Weir's question, Mr. Schuchman first clarified that the tower element is a standard architectural feature used at El Car Wash locations and would not itself be illuminated. Mr. Schuchman also addressed the importance of noise mitigation, stating that the Petitioner's goal was to avoid creating additional noise at the nearby residences beyond existing ambient conditions and that the acoustical study evaluated the three residences directly west of the site. Mr. Schuchman provided background on El Car Wash, stating that the company operates more than 110 locations nationwide and employs approximately 1,600 associates. Mr. Schuchman described the company as partially employee -owned and discussed its emphasis on internal advancement, employee compensation and benefits, local hiring, and community involvement. Mr. Schuchman stated that store managers are provided an annual budget for contributions to local nonprofit organizations and that the company also hosts community fundraising events. Mr. Schuchman explained that El Car Wash seeks to tailor individual locations to their communities and referenced other locations where art and other site -specific features had been incorporated. Site Plan and Operations Mr. Schuchman described the proposed site plan and emphasized the amount of on -site vehicle stacking. Mr. Schuchman stated that the site would provide approximately 51 stacking spaces within three approach lanes before vehicles enter the wash tunnel. Mr. Schuchman explained that El Car Wash is primarily a membership -driven business and that members are recognized at the pay stations through license -plate technology, while nonmembers may pay by credit card. The proposed operation would be cashless. Mr. Schuchman stated that the wash tunnel is approximately 140 feet long and that a vehicle would travel through the tunnel in approximately 75 seconds. After exiting the tunnel, customers could leave the site or use the vacuum facilities, including an enclosed, heated vacuum area intended to provide a year-round amenity, as well as outdoor vacuum spaces. Landscaping, Stormwater, Water Reuse, and Lighting Mr. Harvey described the proposed landscape plan. Mr. Harvey stated that existing mature parkway trees would be preserved where feasible and that a curved hedgerow along the north side would help screen headlights while adding landscaping along the frontage. The east side would include a solid evergreen hedgerow supplemented by proposed and existing trees. Along the south property line, the Petitioner proposed to preserve existing mature trees, construct an approximately 200-foot-long sound wall, and install a dense row of approximately78evergreen trees onthe north side of the wall. Additional evergreen screening and a sound wall were proposed near the west side and tunnel exit, and a four - Planning & Zoning Commission Meeting — September 24, 2026 PZ-13-26 foot screening fence would wrap portions of the stacking area. Mr. Harvey stated that the plan would add approximately 92 new trees, more than 250 shrubs, approximately 400 perennials and groundcovers, and more than 13,500 square feet of additional green space compared with existing conditions. Mr. Harvey stated that the existing stormwater system would be replaced with a modern system designed to comply with applicable Metropolitan Water Reclamation District (MWRD) and Illinois Department of Transportation (IDOT) requirements. Mr. Harvey explained that the increase in green space would also reduce impervious area and help slow stormwater runoff. Mr. Harvey described the proposed water reclamation system as including settling tanks, an oil -water separator, and reverse -osmosis treatment, allowing a substantial portion of wash water to be reused. Vice Chairman Beattie asked what is percentage of water that would be reusable. Mr. Harvey estimated that the facility would reuse more than 50 percent of its water, although Mr. Harvey noted that an exact percentage can vary. Mr. Harvey also stated that site lighting would consist of downlit, dark -sky -compliant, high -efficiency LED fixtures directed inward. Commissioner asked what the foot-candle readings were at the property line. Mr. Harvey reviewed the photometric values along the southern property line and stated that the proposed lighting remained below the applicable two -foot-candle maximum. Traffic, Access, and Stacking Discussion Commissioner Olsen asked whether the project team had coordinated with IDOT regarding the site's location at the Rand Road/Main Street/Kensington Road intersection. Mr. Harvey stated that the plans had been submitted to IDOT through multiple rounds of review and that the proposed driveway locations and right-in/right-out configurations had received preliminary approval, subject to completion of remaining permitting requirements. Mr. Bowen of KLOA explained that restricting the access drives to right -turn movements significantly limits conflicts and improves operations compared with the existing full - access driveways. Commissioner Weir asked whether congestion and vehicle backups on Main Street could prevent vehicles from making a northbound right turn out of the site. Mr. Bowen stated that, although vehicles exiting onto Main Street may occasionally need to wait for the traffic signal to clear a queue, the queue would clear during the signal cycle and the planned intersection improvements would add capacity. Vice Chairman Beattie asked about peak operating hours and the number of vehicles the facility could process. Mr. Schuchman stated that the proposed 51 stacking spaces represented more stacking than most, if not all, existing El Car Wash locations and that the 140-foot tunnel could process up to approximately 150 vehicles per hour. Vice Chairman Beattie stated that his principal concern was not the on -site stacking but the effect of additional activity on the already congested Rand Road/Main Street/Kensington Road intersection. Mr. Bowen explained that car -wash traffic is often diverted from vehicles already traveling on adjacent roadways and stated that the study projected approximately 80 vehicles entering the site during the busiest hour, distributed among the available Planning & Zoning Commission Meeting — September 24, 2026 PZ-13-26 approaches. Mr. Schuchman added that, based on the company's experience, customers frequently incorporate a wash into an existing trip rather than making a separate trip solely for the car wash. Vice Chairman Beattie emphasized that, regardless of whether customers were already traveling through the area, vehicles entering and exiting the property would still add movements ata difficult intersection and asked fora more concrete understanding of the impact. Mr. Schuchman and Mr. Bowen responded that the traffic analysis was based on industry data and anticipated that only a portion of the peak -hour traffic would constitute new trips. Mr. Schuchman also stated that the right-in/right-out configuration would remove the risks associated with left -turn movements at the driveways. Commissioner Olsen questioned whether the project team had observed traffic conditions in the field rather than relying only on traffic studies and expressed concern that the additional traffic would be too much for the area. Mr. Schuchman responded that the team had observed the site and reiterated that the company's operational data indicate that car -wash visits are commonly incorporated into customers' daily travel patterns. Commissioner Weir asked how customers traveling from directions that do not conveniently align with the right-in/right-out driveways would access the property and whether those customers might circulate through nearby neighborhoods. Mr. Schuchman responded that customers would likely choose to visit when the car wash was conveniently located on the right side of their direction of travel rather than make inconvenient turning movements or circulate through local streets. Vice Chairman Beattie acknowledged that any commercial redevelopment of the site would generate traffic and stated that the Commission was attempting to understand the incremental burden associated with the proposed use given the existing intersection conditions. Commissioner Weir also questioned the amount of impervious surface and the width of the southern drive aisle. Mr. Harvey explained that the site was intentionally designed with substantial stacking capacity to prevent vehicles from spilling onto the adjacent roadways and that the wider southern drive aisle was intended to provide adequate maneuvering room for vehicles leaving the tunnel and entering the vacuum area. Director Shallcross stated that the plan before the Commission was approximately the fourth or fifth iteration developed in coordination with staff over the last six months to a year. Director Shallcross explained that staff had raised concerns regarding sound and traffic early in the review process, resulting in relocation of vacuum equipment to the east side of the building, additional sound walls and screening, elimination of more intensive detailing services, and addition of a third stacking lane. Director Shallcross stated that the access points had been located as far from the major intersection as practicable and restricted to right- in/right-out movements, and that the Village Engineer did not have concerns with the proposal based on the engineering review and applicable transportation standards. Building Design and Height Planning & Zoning Commission Meeting — September 24, 2026 PZ-13-26 Commissioner Rogers commented that the proposed landscaping would substantially improve the appearance of the site but expressed reservations regarding the architecture given the prominence of the intersection. Commissioner Rogers asked whether the Petitioner had evaluated the economic viability of the location. Mr. Schuchman stated that El Car Wash had reviewed nearby car -wash activity using Placer Al data and other market information and believed there was sufficient demand. Mr. Schuchman stated that the company intends to establish a broader Chicagoland membership network and anticipated investing approximately $12 million to $13 million in the Mount Prospect site. Mr. Schuchman also referenced an El Car Wash location in Southfield, Michigan, as an example of a successful site with right-in/right-out access on a heavily traveled roadway. Commissioner Weir expressed concern with the proposed 35-foot tower elements, stating that they did not appear to serve a functional purpose and seemed disproportionate to the building. Mr. Schuchman stated that the Petitioner would be willing to reduce the tower height by approximately five feet if requested as a condition of approval. Director Shallcross clarified that the proposed height complied with the underlying zoning district and did not require a variation; however, because the request before the Commission was for a conditional use, the Commission could recommend a lower maximum height as a condition. Mr. Schuchman confirmed that the Petitioner accepted the conditions contained in the staff report and was willing to accept an additional height condition. Public Comment Chairman Donnelly opened the floor to public comment and swore in Tim Leung of Everclean Car Wash, 300 E. Rand Road, Mount Prospect, IL. Mr. Leung stated that Everclean Car Wash had previously considered the Subject Property but ultimately selected its current location because of concerns regarding traffic flow at the Rand Road/Main Street/Kensington Road intersection. Mr. Leung questioned the traffic projections in the KLOA study, stating that Everclean experiences more than 110 vehicles per hour during busy periods compared with the lower 58 vehicles cited in the study. Mr. Leung explained that Everclean's existing site includes a deceleration lane and a center Lane that facilitates turning movements and stated that the proposed El Car Wash site Lacks comparable features. Mr. Leung expressed concern that customers approaching from directions not served conveniently by the right-in/right-out access points could attempt prohibited turns, make U-turns, or otherwise add congestion to the surrounding roadway network. Chairman Donnelly swore in the general manager of Everclean Car Wash, Whit Grossman, 1108 N. Plum Grove Rd, Schaumburg, IL, who stated that the Southfield, Michigan example discussed by the Petitioner operates within a roadway system that differs from Mount Prospect, including Michigan -style turnaround movements. Ms. Grossman also described Everclean's existing investment in Mount Prospect, its employment of area students, and its relationships with Village departments. Ms. Grossman stated that the proposed El Car Wash site is approximately 0.26-mile from Everclean and expressed concern that a second Planning & Zoning Commission Meeting — September 24, 2026 PZ-13-26 facility offering similar services would directly affect Everclean's existing investment and jobs. Chairman Donnelly swore in a resident, Natalie Mason, 304 N. Main Street, who stated that she lives approximately two blocks south of the Subject Property and expressed concern regarding existing crashes and congestion on Main Street. Ms. Mason was particularly concerned about pedestrian safety because students and other children walk along the area sidewalks and would cross the proposed driveway entrances. Ms. Mason asked what measures could be taken to ensure that drivers entering and exiting the car wash would watch for pedestrians. Ms. Mason also stated that she believed additional outreach to nearby residents would have been helpful. Chairman Donnelly advised that the Village Board would make the final decision on the request and that residents could also attend the upcoming Village Board meeting. Vice Chairman Beattie asked whether Ms. Mason's concerns were specific to a car wash or would apply to another commercial redevelopment of the property. Ms. Mason responded that her concern was primarily the intersection and existing traffic conditions. Chairman Donnelly swore in a resident, Nancy Reese, 1312 E. Kensington Road, Mount prospect, IL, who asked how water that could not be recycled through the car wash reclamation system would be disposed of. Chairman Donnelly swore in JayVandenherik, 300 E. Rand Rd, Mount Prosect, IL, who stated that he works for Everclean, expressed concern that approximately 80 vehicles entering and exiting the property during a peak hour would add activity to an already congested intersection near the Village fire station. Mr. Vandenherik stated that he regularly travels through the area and believed the location presented significant traffic challenges. Petitioner and Staff Responses to Public Comment In response to Ms. Reese's question, Mr. Harvey stated that the soaps and chemicals used by the car wash would be biodegradable and environmentally friendly and that wash water that could not be reused would be discharged to the sanitary sewer, not the storm sewer. Mr. Harvey confirmed that the stormwater system would remain separate. Chairman Donnelly asked KLOA to address the basis for the traffic projections and accident concerns. Mr. Bowen stated that the trip -generation estimates were based on Institute of Transportation Engineers (ITE) standards derived from surveys of comparable facilities throughout the country. Mr. Bowen stated that the study estimated approximately 55 percent of site traffic approaching from Rand Road and approximately 45 percent from Main Street. With respect to crash risk, Mr. Bowen emphasized that the right-in/right-out driveways would eliminate crossing and left -turn conflicts and would include islands that physically channelized movements rather than relying only on signs. Planning & Zoning Commission Meeting — September 24, 2026 PZ-13-26 10 Commissioner Weir raised a separate concern regarding pedestrians and bicyclists, noting that drivers making right turns often look left for gaps in traffic and may fail to look right for pedestrians or cyclists approaching on the sidewalk. Commissioner Weir suggested that pavement markings, warning signs, or other measures could be considered to alert drivers to pedestrian activity. Chairman Donnelly asked staff about bicycle facilities in the area. Director Shallcross stated that the frontage currently appears to contain a sidewalk rather than a multi -use path and noted that broader pedestrian and bicycle improvements may be included as part of the planned Rand Road/Kensington Road/Main Street intersection project. Director Shallcross stated that the Village's engineering review did not identify concerns with traffic backing onto Rand Road given the substantial on -site stacking and the right-in/right-out restrictions at both access points. Motion and Commission Discussion Chairman Donnelly closed the public hearing and requested a motion on the conditional use consistent with the staff report. Director Shallcross suggested that, based on the Commission's discussion, the motion include an additional condition limiting the building height to thirty feet (30'-0"). Chairman Donnelly agreed. Commissioner Weir requested an additional condition addressing pedestrian safety through appropriate signage, pavement markings, or similar measures. Director Shallcross stated that such a condition could be included, subject to review and approval by the Village Engineer so that the appropriate standard treatment could be selected. The Petitioner indicated agreement with the additional pedestrian -safety measure. Commissioner Weir reiterated concern that customers traveling in directions not conveniently served by the right-in/right-out access could attempt to circulate through nearby streets. Director Shallcross stated that, practically, customers would likely choose the El Car Wash location when it aligned with their direction of travel or use another car wash when it did not, rather than make difficult turning movements. Chairman Donnelly then requested a motion incorporating the conditions in the staff report, a maximum building height of thirty feet (30'-0"), and additional pedestrian -related signage or safety measures subject to Village Engineer approval. During discussion on the motion, Vice Chairman Beattie stated that he had approached the proposal critically because of the difficult intersection and traffic concerns. Vice Chairman Beattie observed, however, that any commercial redevelopment of the vacant property would generate traffic and noted the significant investment proposed by the Petitioner and the multiple revisions made to address staff and Commission concerns. Vice Chairman Beattie stated that, although no development could eliminate the inherent challenges of the intersection, he believed the Petitioner had made substantial efforts to address the identified issues. Commissioner Rogers similarly stated that he had initially questioned whether a car wash would work at the location but believed the Petitioner had performed substantial due diligence and presented a professional proposal. Planning & Zoning Commission Meeting — September 24, 2026 PZ-13-26 11 Hearing no further comments or questions, Chairman Donnelly closed the hearing and asked for the following motion to approve the conditions as noted in the staff report, plus two additional conditions relating to a maximum building height of thirty feet (30'-0") and additional pedestrian -related signage or safety measures subject to Village Engineer approval [in bold]: "To adopt staff's findings as the findings of the Planning and Zoning Commission and recommend approval of: 1. A conditional use for a car wash with seven (7) accessory structures at 1 E. Rand Road, subject to the following conditions: a. The Subject Property shall be developed in substantial conformance with the approved development plans which consist of the following (collectively the "Approved Plans"): i. "Site Development Plans for 1 E Rand Rd", consisting of 15 sheets, prepared by Stonefield Engineering & Design and bearing the latest revision date of 09/15/2026" ii. Architectural drawings, consisting of 13 sheets, prepared by Krieger Klatt Architects and bearing the latest revision date of 09.09.2026; iii. "Traffic Impact Study", consisting of 216 pages, prepared by Kenig, Lindgren, O'Hara, Aboona, Inc. (KLOA) and dated June 4, 2026; iv. "Sound Propagation Assessment" (Soundscape Study), consisting of 35 pages, prepared by Soundscape Engineering and dated September 18, 2026; and v. Specification sheets for: 1. "Stealth Predator Drying System", consisting of 2 pages, manufactured by International Drying Corporations and undated. 2. "Sound Walls", consisting of 16 pages, manufactured by AIL Sound Walls. b. The following shall be required to mitigate the noise generated by the blowers at entrance and exit doors open and multiple vehicles using the outdoor vacuums in conformance with the recommendations provided in the Soundscape Study: i. A 30 horsepower (HP) Stealth Predator Ultra Quiet drying system shall be used; ii. The sound wall along the southern property line shall be eight feet (8'- 0") in height and a minimum of two hundred feet (200'-0") feet long; iii. The sound wall at the car wash tunnel exit shall be twelve feet (12'-0") in height; iv. The screen wall surrounding the east outdoor vacuum pump shall be eight -feet (8'-0") in height; and Planning & Zoning Commission Meeting — September 24, 2026 PZ-13-26 12 v. The vacuum pump located on north side of vacuum building shall be fully enclosed and shall be equipped with an exhaust stack above the roof. c. Silencers/mufflers shall be placed on each of the vacuums. d. All exterior lighting shall be limited to white light only. e. Lighting shall not be permitted on the arched vacuum equipment. f. Both the sound wall at the exit of the car wash tunnel and along the southern property line shall be consistent in appearance with the principal structure. g. A privacy fence primarily consisting of fiber cement and not exceeding four feet (4') in height shall be installed along the perimeter of the drive -through queuing lane. h. The attendance booths and related canopy structure shall be adorned with a brick veneer and stone coping consistent in appearance with the principal structure. i. The hours of operation for the car wash shall be limited to 7:00 AM to 8:00 PM, Monday through Saturday, and 8:00 AM to 8:00 PM on Sunday. j. The maximum building height shall be restricted to thirty feet (309-099). k. Additional pedestrian safety signage and/or other pedestrian safety measures shall be provided at the two site access driveways, subject to review and approval by the Village Engineer. L. Submittal of irrigation and photometric plans that comply with Village codes and regulations is required prior to the issuance of a building permit. m. Compliance with all applicable development, fire, and other Village Codes and regulations, subject to the approvals and other relief granted by this Ordinance is required prior to the issuance of a building permit. Vice Chairman Beattie made a motion and Commissioner Rogers seconded the motion. UPON ROLL CALL AYES: Szymczak, Weir, Beattie, Rogers, Donnelly NAYS: Olsen The Planning and Zoning Commission gave a positive recommendation (5-1) to the Village Board for the October 6, 2026 meeting. After hearing no additional items of New Business, Vice Chairman Beattie made a motion, seconded by Commissioner Szymczak, and the meeting was adjourned at 9:05 PM. Ann Choi, Senior Development Planner Planning & Zoning Commission Meeting — September 24, 2026 PZ-13-26 ORDINANCE NO. AN ORDINANCE GRANTING A CONDITIONAL USE FOR A CAR WASH AND ASSOCIATED ACCESSORY STRUCTURES, FOR PROPERTY LOCATED AT 1 EAST RAND ROAD., MOUNT PROSPECT., ILLINOIS WHEREAS, El Car Wash Mid -West, LLC ("Petitioner"), filed an application for a conditional use to allow a car wash with seven (7) accessory structures on the property commonly known as 1 East Rand Road ("Subject Property"), with the proposed development consisting of a one hundred forty -foot (140'-0") long carwash tunnel, an approximately eleven thousand three hundred square -foot (11,300 SF) enclosed vacuum building, twenty-seven (27) vacuum stalls, and related site and infrastructure improvements, in the Village of Mount Prospect, Illinois, and legally described as follows: THE NORTH 361.6 FEET OF THAT PART OF THE NORTHWEST 1 /4 OF THE NORTHEAST 1/4 OF SECTION 34, TOWNSHIP 42 NORTH, RANGE 11 EAST OF THE THIRD PRINCIPAL MERIDIAN, LYING WEST OFTHE CENTER LINE OF RAND ROAD, IN COOK COUNTY, I LLI NOIS. P I N: 03-34-200-001-0000; a n d WHEREAS, a public hearing was held on the request for a conditional use for a car wash being the subject of PZ-13-26 before the Planning and Zoning Commission of the Village of Mount Prospect on the 24th day of September, 2026, pursuant to proper legal notice having been published in the Daily Herald newspaper on the 9th day of September, 2026; and WHEREAS, the Planning and Zoning Commission has submitted its findings and recommendations of approval, with specific conditions, to the Mayor and Board of Trustees in support of the request being the subject of PZ-13-26; and WHEREAS, the Mayor and Board of Trustees of the Village of Mount Prospect have given consideration to the request herein and have determined that the same meets the standards of the Village and that the granting of the proposed conditional use for a car wash would be in the best interest of the Village. NOW, THEREFORE, BE IT ORDAINED BY THE MAYOR AND BOARD OF TRUSTEES OF THE VILLAGE OF MOUNT PROSPECT, COOK COUNTY, ILLINOIS ACTING IN THE EXERCISE OF THEIR HOME RULE POWERS: SECTION ONE: That the recitals set forth hereinabove are incorporated herein as findings of fact by the Mayor and Board of Trustees of the Village of Mount Prospect. SECTION TWO: The Mayor and Board of Trustees of the Village of Mount Prospect do hereby grant a conditional use to allow a car wash with seven accessory structures for the property located at 1 East Rand Road, Case No. PZ-13-26, subject to the following conditions: SECTION THREE: 1. The Subject Property shall be developed in substantial conformance with the approved development plans which consist of the following (collectively the "Approved Plans", excerpts of which are attached as Exhibit "A"): a) "Site Development Plans for ERand Rd", consisting of15sheets, prepared by Stonefield Engineering & Design and bearing the latest revision date of 09/15/2026; b) Architectural drawings, consisting of 13 sheets, prepared by Krieger Klatt Architects and bearing the latest revision date of 09.09.2026; c) "Traffic Impact Study", consisting of 216 pages, prepared by Kenig, Lindgren, O'Hara, Aboona, Inc. (KLOA) and dated June 4, 2026" d) "Sound Propagation Assessment" (Soundscape Study), consisting of 35 pages, prepared by Soundscape Engineering and dated September 18, 2026; and e) Specification sheets for: 1. "Stealth Predator Drying System", consisting of 2 pages, manufactured by International Drying Corporations and undated. 2. "Sound Walls", consisting of 16 pages, manufactured by AIL Sound Walls. 2. The following shall be required to mitigate the noise generated by the blowers at entrance and exit doors open and multiple vehicles using the outdoor vacuums in conformance with the recommendations provided in the Soundscape Study: a) A 30 horsepower (HP) Stealth Predator Ultra Quiet drying system shall be used; b) The sound wall along the southern property line shall be eight feet (8'-0") in height and a minimum of two hundred feet (200'-0") feet Long; c) The sound wall at the car wash tunnel exit shall be twelve feet (12 - 0") in height; d) The screen wall surrounding the east outdoor vacuum pump shall be eight -feet (8'-0") in height; and e) The vacuum pump located on north side of vacuum building shall be fully enclosed and shall be equipped with an exhaust stack above the roof. 3. Silencers/mufflers shall be placed on each of the vacuums. 4. All exterior lighting shall be limited to white light only. 5. Lighting shall not be permitted on the arched vacuum equipment. 6. Both the sound wall at the exit of the car wash tunnel and along the southern property line shall be consistent in appearance with the principal structure. 7. A privacy fence primarily consisting of fiber cement and not exceeding four feet (4') in height shall be installed along the perimeter of the drive - through queuing lane. 8. The attendance booths and related canopy structure shall be adorned with a brick veneer and stone coping consistent in appearance with the principal structure. 9. The hours of operation forthe carwash shall be limited to 7:00 AM to 8:00 PM, Monday through Saturday, and 8:00 AM to 8:00 PM on Sunday. 10. The maximum building height shall be restricted to thirty feet (30)_011), 11. Additional pedestrian safety signage and/or other pedestrian safety measures shall be provided at the two site access driveways, subject to review and approval by the Village Engineer. 12. Post -Construction Noise Verification. Within ninety (90) days following issuance of a temporary Certificate of Occupancy, the applicant shall retain a qualified acoustical consultant to conduct daytime and nighttime noise testing to verify that the facility complies with the predicted sound levels identified in the Sound Propagation Assessment and all applicable Village noise standards. Testing shall be conducted using appropriate instrumentation and methodologies consistent with the Sound Propagation Assessment. A written report documenting the testing methodology, measured sound levels, and findings shall be submitted to the Village for review. Issuance of a final Certificate of Occupancy shall be contingent upon the Village's review and acceptance of the report and verification of compliance with applicable noise requirements. 13. Submittal of irrigation and photometric plans that comply with Village codes and regulations is required prior to the issuance of a building permit. 14. Compliance with all applicable development, fire, and other Village Codes and regulations, subject to the approvals and other relief granted by this Ordinance is required prior to the issuance of a building permit. SECTION FOUR: The Village Clerk is hereby authorized and directed to record a certified copy of this Ordinance and Exhibit "A" with the Recorder of Deeds of Cook County. SECTION FIVE: This Ordinance shall be in full force and effect from and after its passage, approval and publication in pamphlet form in the manner provided by law. AYES: NAYS: ABSENT: PASSED and APPROVED this 6th day of October, 2026. PaulWm. Hoefert, Mayor ATTEST: Karen M. Agoranos, Village Clerk Zoning Case No. PZ-1 3-26 1 East Rand Road PIN: 03-34-200-001-0000 Exhibit A Site Plan S 11 jjZ'#K WOW ft**1VAAHAO.) *A003 1,13ASOVA INnOW 40 39VTOIA OVOU ON" I kf III w1p.4-wo , uv&ati , kivowmilud VWl"IfS, AN 'IAIX $"N �W -PONMAM HSVM VVD 3:)1AV3Siin:jG3SOdO)Jd pill III USIS'sploup"Ujove * C1131AMOIS avou aN VIV 03 1 SNV1d1N3WdO13A3(131fS z 0 Liu -Oj z 5 J9 jo� ik wN� 11H IN Par bti .0 4 tj rill rNor k� 4, Zoning Case No. PZ-1 3-26 1 East Rand Road PIN: 03-34-200-001-0000 N Exhibit A Building Elevations .... ..... ..... M, . . .... . .... . ... ... .. ... .... .... ... J "I Zoning Case No. PZ-1 3-26 1 East Rand Road PIN: 03-34-200-001-0000 Exhibit A Building Elevations CN 1. It .1. 11. I.J. I v� �.LJ 66 Z� Zoning Case No. PZ-13-26 1 East Rand Road PIN: 03-34-200-001-0000 Exhibit A Landscape Plan a 1w —tom-As 0000, . S.. pill' .:.. 0131:13NOIS avou aNVV1 .. ' 0 Cr If Nil "i el F wa u"rz is t r �+ r� dr n + m r to G d k�� `,i �', ` - V, ut',r �',, � " � ..:�', !� �� � is ,'� a • �: i"r �..� g,„ � � � „�' w � � �° �` k" aww ,�i".?S W yyyy „' ... .. 'm^. I. 0L 1 i ... kw w 'l I �„ f F N m , . N 1 Q a �d fl y%i P9, t, 15 p n --_ f LIJ -". � . J^!' WrdG a �"""r"'�1, l i,,. , , �mI .... m ...�.� d7i a �y �"�7fi�.. 1 a,�"ti}77 Nlk w V �. d , d w ce 31 �a r � u VILLAGE MANAGER MAYOR Paul Wm. Hoefert TRUSTEES Vincent J. Dante Elizabeth B. DiPrima Terri Gens William A. Grossi John J. Matuszak Colleen E. Saccotelli /■���� Michael J. Cassady Mount Prospect VILLAGE CLERK Karen Agoranos Phone: 847/962-6000 Fax: 847/962-6022 www. mountprospect.org Village of Mount Prospect 1 S. EmersonStreet,•unt Prospect, Illinois•11 • September 11, 2026 Vincenzo Finazzo Stonefield Engineering & Design 555 S. Old Woodward Avenue Birmingham, MI 48009 Via e-mail: vfinazzo(cb-stonefielden .com Re: PZ-13-26 (PZZ26-000012) /Conditional Use (Car Wash) / 1 E Rand Rd / Review Comments #4 (Final) Dear Mr. Finazzo, The Village of Mount Prospect has reviewed the third submittal for a conditional use for a car wash at 1 East Rand Rd (Subject Property), and below are the following review comments from applicable departments: Planning Division: Items 1-7 require revisions prior to the Village Board meeting. Please submit these revisions no later than September 18, 2026: 1. Split -face CMU is not an acceptable material for the trash enclosure or the vacuum enclosure Located on the east side of the building. Both accessory structures shall be constructed of brick veneer to match the principal building's primary building material and color. 2. Soundscape Report: The revised soundscape report states that by using 30 HP Stealth Predator Ultra Quiet dryers (in lieu of 80 HP): a. The 12-ft tall screen wall at the tunnel entrance can be removed; b. The 12-ft tall screen wall at the tunnel exit can be shortened to 20 feet long; c. The 2-inch thick sound absorptive acoustical panels can be eliminated on the 12-ft tall tunnel exit on the east wall. 3. If the 12-foot-tall screen wall at the tunnel exit is intended to serve as the sound wall identified in the specification sheet, "Sound Wall Details.pdf," please add a note to the architectural site plan indicating this. The sound wall is currently identified on the civil site plan. Village of Mount Prospect I Page 2 4. Is the 8-ft tall, 200-ft long wall along the south property line made from lightweight PVC panels such as the AIL Sound Wall provided in the spec sheet "Sound Wall Details .pdf"? Provide details/drawings of this wall in the architectural drawing set. 5. Sheet C-2: a. Remove the note" Proposed 12 Ft Sound Wall" at the tunnel entrance. b. Update the note "PROPOSED +/- 2 FT DECORATIVE KNEE WALL" along the east property line to "PROPOSED MIN.4 FT TALL SCREEN WALL". 6. All landscape plantings must be located entirely on private property. Some shrubs are located directly on the east property line. 7. The base of the monument sign (page 4 of the sign package) shall have a masonry base (not CMU). 8. A materials sample board including the make/model of each material type shall be provided at the Village Board meeting. 9. Please review the modified recommended conditions of approval at the end of this letter. Public Works Department: Public Works has reviewed the plans and traffic study submitted for the El Carwash proposed at 1 E. Rand Road, and has no objections to the requested Conditional Use. The comments listed below need not be addressed prior to conditional use approval, they will have to be addressed prior to issuance of a Building Permit: 10. The plan now shows the driveways onto Main Street and Rand Road to be modified to restrict access to right-in/right-out. The driveway designs may have to be modified to accommodate sidewalks and shared -use paths, and will have to be approved by the Illinois Department of Transportation (IDoT). 11. Permits will be required from IDoT for any work (including utility connections) within the Main Street, Kensington Road, or Rand Road rights of way, and from the Metropolitan Water Reclamation District of Greater Chicago (MWRD) for any sanitary service or stormwater management improvements. 12. PW has no objection to the Stormwater Narrative provided previously, but additional information will be required prior to issuing the Building Permit. This information includes, but is not limited to the following: a. Indicate the overland flow routing and emergency overflow location on the grading and/or stormwater management plan. b. Confirm that the proposed system (storm sewer, overland flow paths, and inlet grates) has sufficient capacity to convey the stormwater runoff from the 100-year storm into the detention storage chamber. c. Provide details of the detention chamber and outlet structure. Village of Mount Prospect I Page 3 d. Identify areas of the site that drain to neighboring properties or public right of way instead of draining toward the detention storage chamber. Account for this unrestricted flow in the release rate calculations. Again, the comments listed above need not be addressed prior to Conditional Use approval, but will have to be addressed prior to signing the MWRD permit, or issuing the Building Permit. It must be understood that the comments listed above reflect issues noted during a review of the proposed concept. A thorough review of the site design and details will be performed as part of the Building Permit review process. Building Department: 13. No additional comments from previous reviews. Provide a full code analysis, use groups, architectural, structural, mechanical, electrical, and plumbing drawings compliant with adopted and referenced codes. Fire Department: Please advise the applicant that the following items must be included during the building permit process. 14. A fire sprinkler system in accordance with NFPA 13 will be required for this project. Ensure fire sprinkler shop drawings, hydraulic calculations, and equipment cut sheets are submitted for review. Village of Mount Prospect Fire Prevention Code, 24.20 15. A fire alarm system will be required for this project. Ensure that the fire alarm shop drawings with point-to-point wiring diagrams, battery load calculations, and equipment cut sheets are submitted for review. 16. A fire sprinkler room will be required for this building. 17. An egress plan must be provided for the entire building. This plan must include occupant Loads, travel distances, egress widths, and common path of travel distances. An egress plan will be required when the building plans are submitted for review. Additional exits may be required. 18. Fire lanes will be required based on the site review. Additional marking of fire lanes will be required. 19. All egress doors are to use keyless locksets on the egress side. No flush bolts, dead or draw bolts, etc. will be allowed. Life Safety Code, 7.2.1.5.1 Village of Mount Prospect I Page 4 Recommended Conditions of Approval: (Please note that additional conditions of approval may be added.) A. The following are required to mitigate the noise generated by the blowers at entrance and exit doors open and multiple vehicles using the outdoor vacuums: a. A 30 HP Stealth Predator Ultra Quiet drying system is required; b. An eight -foot -tall (8'-0") sound wall at the south property line that is a minimum of 200 feet long; c. A twelve -foot -tall (12'-0") wall at the car wash tunnel exit; d. An eight -foot -tall (8'-0") screen wall surrounding the east outdoor vacuum pump; and e. The vacuum pump located on north side of vacuum building shall be fully enclosed and shall be equipped with an exhaust stack above the roof. B. Silencers/mufflers shall be placed on each of the vacuums. C. All exterior lighting shall be limited to white light only. D. Lighting shall not be permitted on the arched vacuum equipment. If any changes are requested, please make the changes as noted above and submit a point - by -point response letter and pdf files of the drawings. Please upload revisions into the portal. Feel free to contact Ann Choi at (847) 818-5314 / achoi@mountprospect.org if you have any questions. Sincerely, Ann Choi Development Planner c: File Village of Mount Prospect