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Home My WebLink About05/22/2025 P&Z Agenda PacketVillage of Mount Prospect Planning and Zoning Commission Regular Meeting Agenda 50 S. Emerson St. Mount Prospect, IL 60056 May 22, 2025 Village Hall - 3rd Floor Board Room 7:00 PM 1. CALL TO ORDER 2. APPROVAL OF MINUTES 2.1. PZ-02-25 / 500 W Algonquin Road / CU: Major PUD Amendment 3. NEW BUSINESS 3.1. PZ-04-25 / 224 Prairie Avenue / CU: Setback Reductions / Planning and Zoning Commission Final 3.2. PZ-03-25 / 1040 W Northwest Highway / CU: Daycare Center / Village Board Final 3.3. PZ-05-25 / 1703 W Algonquin Rd / CU: Tobacco / Village Board Final 4. CITIZENS TO BE HEARD 5. QUESTIONS AND COMMENTS 6. ADJOURNMENT ANY INDIVIDUAL WHO WOULD LIKE TO ATTEND THIS MEETING BUT BECAUSE OF A DISABILITY OR NEEDS SOME ACCOMMODATION TO PARTICIPATE, SHOULD CONTACT THE VILLAGE MANAGER'S OFFICE AT 8471392-6000, EXTENSION 5307 Page 1 of 233 MINUTES OF THE REGULAR MEETING OF THE PLANNING & ZONING COMMISSION CASE NO. PZ-02-25 PROPERTY ADDRESS: PETITIONER: PUBLICATION DATE: REQUEST: MEMBERS PRESENT: MEMBERS ABSENT: STAFF MEMBERS PRESENT: INTERESTED PARTIES: Hearing Date: March 13, 2025 500 West Algonquin Road, Mount Prospect AG 500 West LLC February 26, 2025 A conditional use to amend an existing planned unit development to construct a new building and related site modifications Joseph Donnelly Walter Szymczak William Beattie Michael Fricano Donald Olsen Ewa Weir Richard Rogers Antonia Lalagos— Development Planner Katarina Karac, Birchwood Law LLC Chairman Donnelly called the meeting to order at 7:02 PM. Commissioner Beattie made a motion seconded by Commissioner Szymczak to approve the minutes from the Planning and Zoning Commission meeting on January 23, 2025 and the Planning and Zoning Commission workshop on February 27, 2025. The minutes were approved 4-0. Chairman Donnelly introduced case number PZ-02-25, 500 West Algonquin Road, a request for a conditional use for a major PUD amendment. The Village Board's decision is final for this case. Ms. Lalagos reported that the petitioner, AGL 500 West LLC, is seeking conditional use approval to amend an existing Planned Unit Development to construct a 5,500 square foot warehouse, update the existing light industrial building, and complete related site modifications at 500 West Algonquin Road, the subject property. Ms. Lalagos explained the history and existing conditions of the subject property. The subject property is part of an existing PUD commonly known as Lake Center Plaza and is composed of 8 parcels encompassing approximately 35 acres. The PUD was created in 1987 and allowed for industrial, office, and office research business uses. The subject property contains an existing office/warehouse building that was originally constructed in 1991 for Mutoh Americas, a drafting Planning & Zoning Commission Meeting — March 13, 2025 PZ-02-25 Page 2 of 233 machine and wide -format printer manufacturer. The subject property improvements include a parking lot with associated driveways and a blacktop tennis court. Ms. Lalagos reviewed the petitioner's proposal. The petitioner, AGL 500 West LLC, intends to use the property for its business operation, which includes Broadway Electric Inc, a full -service electrical contractor, and Cornerstone Contracting Inc, a general contractor specializing in large- scale, federally funded projects. The petitioner proposes to renovate the existing 22,135 square foot office/warehouse and to construct a new 5,500 square foot warehouse on the west side of the property, replacing the tennis courts. The new warehouse will be used for material storage for contractor and electrical equipment, with no outdoor storage on -site. Ms. Lalagos shared an overview of the site plan. The newwarehouse building will measure approximately 50' by 110', with side and rearyard setbacks of 19' and 20' respectively. The petitioner is also adding a 6' tall garbage enclosure and a generator near the existing warehouse driveway. Ms. Lalagos confirmed that overall lot coverage of the subject property will remain at 57% as the new structure will be constructed in the area of the existing tennis courts. The two existing vehicular access points into the subject property will remain. Ms. Lalagos reviewed the parking at the site. A total of 64 parking stalls are required by code. The existing facility currently provides 75 parking stalls, including 3 accessible spaces. She shared that the business utilizes 3 to 4 vans and trucks and one 16' box truck, and that the petitioner has committed to parking the commercial vehicles in a designated area of the parking lot on the rear elevation of the primary building. Ms. Lalagos requested that the Planning and Zoning commission add an additional condition of approval to the ordinance which restricts commercial vehicle parking to the following locations: i) the area designated in the site plan; or ii) inside the warehouse. Ms. Lalagos described the new warehouse building. It will measure approximately 5,500 square feet with a height of 17.7'. The exterior walls of the building will be composed of fiber cement cladding panel over metal framing over structural girts, stone sill banding, and manufactured stone panel. The roof will be a standing seam or single -ply roofing membrane with a low slope. The structure will have four 12' x 14' overhead doors on the east elevation, as well as an aluminum and glass storefront with a suspended entry canopy. No roof top units are proposed for the new building. Ms. Lalagos then described the existing warehouse / office building. The existing building will have approximately 13,514 square feet dedicated to office use, and will undergo renovation to include new window treatments, interior and exterior paint, updated signage, and upgrades to plumbing and mechanical systems. The remaining 8,621 square feet will be dedicated for warehousing, including housing tools, materials, and equipment for the electrical contractor business. Ms. Lalagos summarized the landscape plan. The petitioner will provide additional perimeter landscaping consisting of a variety of shrubs to complement the existing shade and ornamental trees on the subject property. A four -foot -wide band of foundation landscaping will be provided on the north and south elevation of the new building, and on the south and east elevation of the existing building. Shade trees and live coverage will be added to parking lot islands throughout the site. The existing freestanding signs will have a minimum of two square feet of landscaping per square foot of sign face added to the base of the podium. The trash enclosure and ground mounted Planning & Zoning Commission Meeting — March 13, 2025 PZ-02-25 Page 3 of 233 mechanical equipment will be screened with six-foot tall arborvitae. The petitioner proposes to remove six trees in total, citing safety or operational hazards as the reasons for removal. Ms. Lalagos noted that the proposal aligns with the Village's long-range plans including the 2017 Comprehensive Plan and the 2020 Connect South Mount Prospect Subarea Plan. In the 2017 Comprehensive Plan, the property is listed as "mixed -use" in the future land use plan, which includes office and warehousing in the list of its primary uses. Chapter 1, Policy 1.2 is to support infill development and adaptive reuse or redevelopment of underutilized properties. In the 2020 South Mount Prospect Subarea Plan, Chapter 7, Goal 2 is to focus on business retention, attraction, and expansion. Ms. Lalagos asserted that the request meets the conditional use and planned unit development standards set forth in the Village Code. She requested 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: "Motion to approve: A conditional use to amend Ord. 3831 and Ord. 5617 of the Lake Center Plaza Planned Unit Development to construct a 5,500 square foot warehouse, update the existing light industrial building, and complete related site modifications at 500 West Algonquin Road, Case No. PZ-02-25, subject to the conditions listed in the staff report, as well as an additional condition requested by staff during the hearing, that parking for the commercial vehicles shall be restricted to the following locations: i) The area designated in the site plan; or ii) inside the warehouse." Ms. Lalagos stated that the Village Board's decision is final for this case. Commissioner Beattie asked where the parking was designated in the site plan. Ms. Lalagos showed on the site plan that the designated parking area is behind the existing building, or in the warehouse. Chairman Donnelly asked where the generator is located. Ms. Lalagos responded that the generator is to the west of the existing building, between the trash enclosure and the building. Chairman Donnelly asked if the business needs to park additional trucks could they expand the designated parking spots along the back of the building. Ms. Lalagos answered yes, the designated area behind the building is where trucks would be allowed to park and noted that the site exceeds the parking minimums required. Chairman Donnelly swore in the petitioner's representative, I<atarina Karac of 5 Revere Drive, Suite 200, Northbrook, Illinois. Ms. Karac introduced the petitioner and provided background information on the proposal. The applicant is AGL 500 West LLC, the owner of 500 West Algonquin Road. Owners Christian Blake Planning & Zoning Commission Meeting — March 13, 2025 PZ-02-25 Page 4 of 233 and John Batson, and architect David Wojickwere present at the hearing. Ms. Karac explained that there are two proposed businesses, Broadway Electric Inc, an electrical contractor, and Cornerstone Contracting Inc, a general contractor. They mostly work on federal contracts. They spent a lot of time looking for a suitable site to relocate their business. They are currently located in Elk Grove Village and have been in business for 40 years. Ms. Karac asserted that it is a high -quality business that will bring 83 full time jobs, 46 of which are office jobs. She stated there is urgency with the application. The petitioners have been working diligently to address staff comments. She reported that the petitioner went before the Village Board with a request for a 6B tax credit on December 17, 2024, and that they have six months to get the zoning approvals needed to satisfy the conditions of the resolution. Ms. Karac noted that the petitioner is at capacity at their current location, and they would like to renovate the existing building at the subject property as quickly as possible to relocate staff there. She explained that it would be easier to submit for a building permit for both buildings at the same time. Ms. Karac indicated that the subject property is surrounded by other Limited industrial zoning. She confirmed that the existing building has been vacant for a little over nine months. Chairman Donnelly noted that some trees are being removed from the property. He asked if the landscaping will be mostly existing plantings or new plantings. Ms. Karac showed the landscaping plan with the additional plantings and shared that the goal is to have robust landscaping along the perimeter of the property and around the buildings. She said they were trying to preserve as much as possible and then add additional plantings on top of that. Ms. Karac continued describing the site and stated that the impervious surface will not increase. The materials are stored on site for less than 30 days and then are taken off -site for field work. Increased traffic is not anticipated. The vehicles are mostly in the field and are not always brought back to the business location. Ms. Karac suggested that the new building will complement the area and will be in line with the existing building. She reported that the signage will comply with code, which will consist of two new wall signs on the south and east elevations, and existing freestanding signs at the access points. Ms. Karac summarized the tree preservation and removal plan. There are 87 existing trees on site, and the petitioner is proposing to remove six: two trees are next to the proposed warehouse and four trees are causing structural damage to the existing building. Ms. Karac displayed photos from their structural engineer showing the damage. Ms. Karac confirmed that the lighting plan to be submitted with the building permit will be compliant with code. Exterior light fixtures will be replaced, including four pole -mounted lights and two wall -mounted lights, and three bollard lights. The light posts will remain, and 10 ground mounted Lights will be removed. Ms. Karac reviewed the petitioner's responses to the conditional use standards. She asserted that the business has no hazardous materials, heavy industrial use, or activities that could endanger the public. The proposal will bring in a quality business that has existed for more than 40 years. She said that enhancements to the property will improve its appearance and functionality, benefitting the community. The property's use is consistent with the general character of the area. Ms. Karac confirmed that all business activities will be indoors — no outdoor storage, excessive noise, or Planning & Zoning Commission Meeting — March 13, 2025 PZ-02-25 Page 5 of 233 disruptive activity. The vehicles on site will include employee personal vehicles, 3-4 small work vans/trucks, and one 16' box truck. Commissioner Beattie asked how many people would be working on site day to day. Ms. Karac responded 46 people. Ms. Karac continued to review the responses to the conditional use standards. She shared that the proposed 5,500 square foot warehouse will replace an unused tennis court, making better use of the land. She noted that no new or disruptive uses are proposed — office and warehouses are already permitted. Ms. Karac suggested that the warehouse design and landscaping are complementary to the surrounding area. The site already has access to necessary public utilities. The primary access point will remain off Algonquin Road, with a secondary access point on Wall Street. Ms. Karac claimed that the site and development will comply with all Public Works, Building, and Fire Codes. She summarized how the proposal aligns with the Comprehensive Plan. The Comprehensive Plan designates this area for business and Light industrial use, and the proposed use fits within this designation. The plan encourages adaptive reuse of existing industrial properties. The proposal supports localjob creation and business retention, aligning with Mount Prospect's economic goals. Ms. Karac reviewed the petitioner's responses to the PUD standards. She stated that the property will adhere to all applicable zoning regulations and PUD requirements. No modifications from the development standards are proposed. She reported that the proposed amendment complies with the 1-1 Limited Industrial PUD district bulk regulations, including parking, setbacks, building height, and impervious surface requirements. Ms. Karac described howthe PUD amendment aligns with the Comprehensive Plan, as it supports business and light industrial zoning for future land use, encourages redevelopment of underutilized properties, and enhances the site by repurposing a vacant building and replacing an unused tennis court with a functional building. Ms. Karac indicated that the proposal relocates a 40-year-old Illinois -based business to Mount Prospect, bringing economic benefits, and creating job opportunities in the community. The 1-1 Limited Industrial District is intended for light industrial, warehousing, and research uses. She asserted that the warehouse does not create nuisances. Ms. Karac explained that the site will have minimal impact on traffic volume and deliveries are Limited to 2-3 times per week. Deliveries will occur during off-peak house, 6AM — 9AM, to avoid congestion. Existing road infrastructure can accommodate the current and future traffic. Finally, Ms. Karac reported that the proposal will have no additional demand on public recreation areas or municipal services. The site is already served by public facilities, and it will not strain resources. Commissioner Beattie noted that one of the conditions of approval is that the petitioner shall address comments from the review letter dated February 25, 2025 and asked what comments were in the Letter. Ms. La Lagos replied that the comments were from Village departments and had to be addressed either before the Village Board hearing or before permit application submittal. The letter was made available in the agenda packet. Chairman Donnelly asked the petitioner if the conditions of approval were acceptable. Planning & Zoning Commission Meeting — March 13, 2025 PZ-02-25 Page 6 of 233 Ms. Karac confirmed that the petitioner is aware of each department's requirements from the letter and the petitioner is fine with the conditions that are proposed. Commissioner Beattie asked if the commercial vehicles will fit in the designated parking area. Ms. Karac confirmed that they would. Chairman Donnelly noted that commercial vehicle parking and outdoor storage are two general areas of concern but that the commission was satisfied with the proposal. Hearing no further comments or questions, Chairman Donnelly closed the hearing and asked for a motion. Commissioner Beattie made a motion seconded by Commissioner Szymczak to approve the motion as written in the staff report. Ms. Lalagos requested that the motion be amended to include the additional parking provision. Commission Beattie made a motion seconded by Commission Szymczak to amend the motion and approve the following: "Motion to approve: 1. A conditional use to amend Ord. 3831 and Ord. 5617 of the Lake Center Plaza Planned Unit Development to construct a 5,500 square foot warehouse, update the existing light industrial building, and complete related site modifications at 500 West Algonquin Road, Case No. PZ-02-25, subject to the following conditions: a. The petitioner shall revise the plan sets to include: i. The latest revision date on all pages; ii. Elevations for the north side of the detached warehouse building. The elevations for the north side of the building shall be consistent with the other elevations of the building; iii. The schematic landscape plan depicted on LS-3 shall be updated to match the Landscape Plan, as prepared by Pamela Self, bearing the latest revision date February 26, 2025; b. The subject property shall be developed in strict compliance with the approved development plans which will consist of the following: i. Conceptual Site Plan, Floor Plan, Elevations, Trash Enclosure, and Schematic Landscape Plan (IS-1, LS-2, LS-3) titled "Proposed Remodeling for Broadway Electric / Cornerstone Contracting Inc", as prepared by Wojcik + Associates Architects, Inc bearing the latest revision date February 26, 2025; ii. Landscape Plan (L-1, L-2, T-1, T-2, IR-1), as prepared by Pamela Self, bearing the latest revision date February 26, 2025; c. The petitioner shall address all comments included in the Village review letter dated February 25, 2025; d. A fully compliant photometric plan will be required as part of the building permit submittal; Planning & Zoning Commission Meeting — March 13, 2025 PZ-02-25 Page 7 of 233 A fully compliant sign age proposal will be required for the sign permit submittal; and Compliance with all applicable development, fire, building, and other Village Codes and regulations; Parking for the commercial vehicles shall be restricted to the following locations: i. The area designated in the site plan; or ii. inside the warehouse." UPON ROLL CALL AYES: Szymczak, Beattie, Fricano, Donnelly NAYS: None The Planning and Zoning Commission gave a positive recommendation (4-0) to the Village Board for the April 2, 2025 meeting. Chairman Donnelly asked if there were any citizens to be heard. Hearing no further discussion, Commissioner Beattie made a motion seconded by Commissioner Szymczak and the meeting was adjourned at 7:37 PM. Antonia Lalagos, Development Planner Planning & Zoning Commission Meeting — March 13, 2025 PZ-02-25 Page 8 of 233 Subject Meeting Fiscal Impact (Y/N) Dollar Amount Budget Source Category Type Information Item Cover Page PZ-04-25 / 224 Prairie Avenue / CU: Setback Reductions / Plan ning and Zoning Commission Final May 22, 2025 - REGULAR MEETING OF THE MOUNT PROSPECT PLANNING AND ZONING COMMISSION NEW BUSINESS Action Item The petitioner, Jereme Smith, on behalf of the property owner, Laura G. Turbin, are seeking conditional use approval to reduce the minimum rear yard setback from 25 feet to 18.9 feet for the construction of an addition, and to reduce the minimum setback applicable to permitted obstructions from 15 feet to 11.53 feet for the construction of a patio at 224 Prairie Avenue (the subject property). The Planning and Zoning Commission's decision is final. The proposal meets the requirements and standards related to the Village Code, and staff is supportive of the conditional use requests. Discussion The petitioner has stated that the rear of the property is sloped, limiting its usability for typical outdoor activities. To create a more functional outdoor living space, the petitioner proposes to construct a screened porch addition and patio at the rear of the home. The addition would be set back 18.9 feet from the rear lot line, and the patio would be set back 11.53 feet from the rear lot line. Conditional use approval for setback reductions is required as the proposed addition does not meet the minimum 25-foot rear yard setback requirement and the proposed patio does not meet the minimum setback of 15 feet for patios. Section 14.604 permits setback reductions in all required yards in the R-1 zoning district as a conditional use. The construction of the addition and patio otherwise meets all other bulk requirements of the R-1 zoning district. The proposed screened porch is modest in scale and appropriately located at the rear of the property, helping limit visibility and minimizes potential impacts on adjacent residences. There is no indication that the proposed improvements would create adverse conditions or nuisances that could negatively affect the use and enjoyment of nearby properties. The conditional use requests are consistent with the goals and policies of the Village's Comprehensive Plan, as it supports the continued residential use of the property and complements the established character of the neighborhood. The conditional use requests are also consistent with Goal 3 of the Village of Mount Prospect's 2024-2029-2039 Strategic Plan, which focuses on the evaluation of current zoning regulations to promote single-family residential neighborhoods. Page 9 of 233 This goal, which staff is currently evaluating, includes exploring ways to allow property owners in single-family residential districts greater flexibility to enhance and improve their homes. The proposed conditional use requests align with this goal by supporting reasonable residential reinvestment while maintaining compatibility with surrounding properties. Considering the nature of the proposal, surrounding land uses, and its conformance with the applicable provisions of the Village's zoning ordinance, long-range planning document and strategic plan, staff recommends approval of the requested conditional uses. As of this writing, staff has not received any public comments. Alternatives 1. Approve a conditional use to reduce the minimum rear yard setback from 25 feet to 18.9 feet for the construction of the addition and a conditional use to reduce the minimum patio setback from 15 feet to 11.53 feet for the construction of a patio at 224 Prairie Avenue, Case No. PZ-04-25, subject to the conditions listed in the staff report. 2. Action at the discretion of the Planning and Zoning Commission. Staff Recommendation Approve a conditional use to reduce the minimum rear yard setback from 25 feet to 18.9 feet for the construction of the addition and a conditional use to reduce the minimum patio setback from 15 feet to 11.53 feet for the construction of a patio at 224 Prairie Avenue, Case No. PZ- 04-25, subject to the conditions listed in the staff report. Attachments 1. PZ-04-25 Staff Report 2. PZ-04-25 Administrative Content 3. PZ-04-25 Plans Page 10 of 233 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 Development Planner DATE: May 15, 2025 CASE NUMBER PZ-04-25 PUBLIC HEARING DATE May 22, 2025 APPLICANT/PROPERTY OWNER Jereme Smith, DII Architecture / Laura G. Turbin PROPERTY ADDRESS/LOCATION 224 Prairie Avenue BRIEF SUMMARY OF REQUEST The petitioner, Jereme Smith, on behalf of the property owner, Laura G. Turbin, is seeking conditional use approval to reduce the minimum rear yard setback from 25 feet to 18.9 feet for the construction of an addition, and to reduce the minimum setback applicable to permitted obstructions from 15 feet to 11.53 feet for the construction of a patio at 224 Prairie Avenue (the subject property). The Planning and Zoning Commission's decision is final. The proposal meets the requirements and standards related to the Village Code, and staff is supportive of the conditional use requests. 2025 Village of Mount Prospect Zoning Map EXISTING EXISTING LAND USE/ SURROUNDING ZONING & LAND USE SIZE OF ZONING SITE IMPROVEMENTS North: R-1 Single -Family Residential PROPERTY R-1 Residential East: R-1 Single -Family Residential 0.22 acres Single -Family South: R-1 Single -Family Residential Residential West: R-1 Single -Family Residential STAFF RECOMMENDATION APPROVE (ZED DENY HAPLAN\Planning&Zoning COMM\P&Z 2025\Staff Reports\PZ-04-25224 Prairie Ave(CU- Setback Reductions).docx Page 11 of 233 BACKGROUND / PROPERTY HISTORY The subject property was disconnected from the Village of Arlington Heights and annexed into the Village of Mount Prospect ("Village") in 2006 via Ordinance No. 5565. In 2018, the subject property was created as part of a subdivision (Resolution No. 20-18) and rezoning approval that resulted in the formation of five R-1 zoned lots of record (four residential lots and one lot for stormwater detention) otherwise known as the Prairie Avenue Subdivision. As part of this approval, a portion of land was dedicated to the Village for the Prairie Avenue cul-de-sac serving the five new lots, and variations to the front yard setback requirement were granted via Ordinance No. 6393 for three lots abutting the cul-de- sac. The Subject Property is Lot 1 of the Prairie Avenue Subdivision. The building permit history indicates that a new single-family residence was constructed in 2022. PROPOSAL The petitioner has stated that the rear of the property is sloped, limiting its usability for typical outdoor activities. To create a more functional outdoor living space, the petitioner proposes to construct a screened porch addition and patio at the rear of the home. The addition would be set back 18.9 feet from the rear lot line, and the patio would be set back 11.53 feet from the rear lot line. Conditional use approval for setback reductions is required as the proposed addition does not meet the minimum 25- foot rear yard setback requirement and the proposed patio does not meet the minimum setback of 15 feet for patios. Section 14.604 permits setback reductions in all required yards in the R-1 zoning district as a conditional use. The table below outlines the bulk regulations for the R-1 Single Family Residential district: Minimum Setbacks R-1 Code Requirement Proposed Front (E) 30' to 25' 25' (2018 variation approved) Interior Side (N) 7.5' No change Interior Side (S) 5' No change Rear (W) 25' 18.9' ( .1' or 24.4% reduction of required) Max Lot Coverage 45.00% 44.99% Max Front Yard Coverage 45.00% 15.96% Max Floor Area Ratio 0.50 0.32 Permitted Obstruction in 15' from rear lot line and 11.53' (3.47' or 3®1% Required Yards for Patios outside of required side reduction of required) yard Conditional use approval is requested from the following code sections: 1. A conditional use to reduce the minimum rear yard setback from 25 feet to 18.9 feet for the construction of the addition; and 2. A conditional use to reduce the minimum patio setback from 15 feet to 11.53 feet for the construction of a patio. HAPLAN\Planning&Zoning COMM\P&Z 2025\Staff Reports\PZ-04-25224 Prairie Ave(CU- Setback Reductions).docx 2 Page 12 of 233 PUBLIC COMMENTS As of this writing, 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 requests meet 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 approve the following motion: "Motion to approve: 1. A conditional use to reduce the minimum rear yard setback from 25 feet to 18.9 feet for the construction of the addition and a conditional use to reduce the minimum patio setback from 15 feet to 11.53 feet for the construction of a patio at 224 Prairie Avenue, Case No. PZ-04-25, subject to the following conditions: a. The improvements shall be in strict conformance with the site plan prepared by DII Architecture, bearing the latest revision date of 04.12.25; b. No fill will be permitted within the drainage easement; the existing flow path from south to north along the easement must be preserved; and c. The building permit submittal shall show any sump pump or downspouts to be extended under the patio on the plan, and the points of discharge shall extend no farther than two feet (2') beyond the patio. The Planning and Zoning Commission's decision is final for this case. ATTACHMENTS: / ADMINISTRATIVE CONTENT (Zoning Request Application, Responses to \ Standards, etc...) 1 concur: ,.,.� Jason C Shallcross, AICP, CEcD Director of Community Development PLANS (Plat of Survey, Site Plan, etc.) OTHER (Supplemental Information, Public Comments Received, etc...) HAPLAN\Planning&Zoning COMM\P&Z 2025\Staff Reports\PZ-04-25224 Prairie Ave(CU- Setback Reductions).docx 3 Page 13 of 233 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 be taken to provide ingress and egress so designed as to minimize traffic congestion in the public streets; 6. That the proposed conditional use is not contraryto 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 establishment, maintenance, or operation of the conditional use will not be detrimental to, or endanger, the public health, safety, morals, comfort, or general welfare as the addition of the screened porch is isolated to the rear of property and centered on the house. The petitioner contends that the proposed 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 since the addition of a screened porch is relatively small and should not negatively impact its neighbors. The petitioner states 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 and that the small rear screened porch should not be a hindrance for the neighbors, or surrounding development. The petitioner states that adequate public utilities, access roads, drainage and/or necessary facilities have been or will be provided, and that the 10-foot drainage easement has been maintained. The petitioner states that addition of a screened porch and patio will not affect traffic. The petitioner believes that the proposed addition of a screened porch and patio does not contradict the objectives of the current comprehensive plan for the village. The petitioner believes 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. Staff's Findings: The proposed screened porch is modest in scale and appropriately located at the rear of the property, which helps limit its visibility and minimizes potential impacts on adjacent residences. There is no indication that the proposed improvements would create adverse conditions or nuisances that could negatively affect the use and enjoyment of nearby properties. Furthermore, the conditional use requests are consistent with the goals and policies of the Village's Comprehensive Plan, as it supports the continued residential use of the property and complements the established character of HAPLAN\Planning&Zoning COMM\P&Z 2025\Staff Reports\PZ-04-25224 Prairie Ave(CU- Setback Reductions).docx 4 Page 14 of 233 the neighborhood. The conditional use requests are also consistent with Goal 3 of the Village of Mount Prospect's 2024-2029-2039 Strategic Plan, which focuses on the evaluation of current zoning regulations to promote single-family residential neighborhoods. This goal, which staff is currently evaluating, includes exploring ways to allow property owners in single-family residential districts greater flexibility to enhance and improve their homes. The proposed conditional use requests align with this goal by supporting reasonable residential reinvestment while maintaining compatibility with surrounding properties. Considering the nature of the proposal, surrounding land uses, and its conformance with the applicable provisions of the Village's zoning ordinance, long-range planning document and strategic plan, staff recommends approval of the requested conditional uses. HAPLAN\Planning&Zoning COMM\P&Z 2025\Staff Reports\PZ-04-25224 Prairie Ave(CU- Setback Reductions).docx rJ Page 15 of 233 Village of Mount Prospect Community Development Department 50 S. Emerson Street Mount Prospect, Illinois 60056 Phone: (847) 818-5328 Zoning Request Application Official Use Only (To be completed by Village Staff) Case Number: PZZ25-000005 Date of Submission: 03/25/2025 Hearing Date: _ Project Name/Address: PZ-04-25 Conditional use - Residential Setback Reductions for an Addition and Patio I. Subject Property Address(es): 224 Prairie Ave Zoning District(s): R1 Property Area (SgFt and/or Acreage): Parcel Index (PIN(s): 08-10-114-150-0000 II. Zoning Request(s) (Check all that apply) 2 Conditional Use: For Setback Reductions D Variation(s): To El Zoning Map Amendment: Rezone From To El Zoning Text Amendment: Section(s) �.......� Other: III. Summary of Proposal (use separate sheet if necessary) Applicant Summary of Proposal: Application is for: Conditional use approval for residential setback reductions for an addition and patio (11'-7 5/8" from rear property line to patio and 18'-10 3/4" to addition) Staff Summary of Proposal: The applicant would like to add a screened porch and patio to the rear of the home and is requesting conditional uses for the following: 1. A conditional use to reduce the minimum rear yard setback from 25 feet to 18'-10 3/4" to 19'-0 5/16" feet for the proposed screened porch; (5.97 - 6.1 feet or 23.9% - 24.4% reduction - PZ Final) 2. A conditional use to reduce the minimum setback for the proposed patio from 15 feet to 11.53 feet to 11.71 feet (3.29 - 3.47 feet or 21.9 - 23.1 % reduction - PZ Final) IV. Applicant (all correspondence will be sent to the applicant) Name: Jereme Smith Corporation: Address: 305 E Clarendon Street City, State, ZIP Code: Prospect Heights IL 60070 Phone: Email: info@diiarchitecture.com Interest in Property: V. Property Owner Page 16 of 233 E) Check if Same as Applicant Name: Laura G Turbin Corporation: Address: 224 Prairie Ave City, State, ZIP Code: Arlington Heights, IL 60005 Phone: Email: Page 17 of 233 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. I 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: (Print or Type Name) Jereme Smith If applicant is not property owner: Date: I 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: Page 18 of 233 ij 7ountrcaspacc Village of Mount Prospect Community Development Department 50 S. Emerson Street Mount Prospect, Illinois 60056 Phone: (847) 818-5328 Affidavit of Ownership COUNTY OFCOOK STATE OF ILLINOIS I, 64i7—u,kg/A/ l-111 , under oath, state that I am (print name) 71 the sole owner of the property F� an owner of the property 7 an authorized officer for the owner of the property V commonly described as 2- 2— 1,PR I R / e— (property address and PIN) and that such property is owned by 4e I�A &--X":-A/7- 7l(IRRW as of this date. (print name) Signature Subscribed and sworn to before me this 2q day of AG`!`(�, 20A,? . Official Seal CHRISTOPHER SCOTT STENSBY Notary Public, State of Illinois Commission No. 1000159 My Commission Expires November 18, 2028 N:1 Notary Public Page 19 of 233 Property Owner Name: Corporation: Address: � l City, State, ZIP Code: A-Y, 1(4A-) 4C4 Phone: Email: In consideration of the information contained in this petition as we(( as at( 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. I hereby affirm that all information provided herein and in all materials submitted in association with this application are true rate to the best of my knowledge. 2 Applicant- . ..... 6.............. (Signature) (Print or Type Name) If appticant is not property owner: I hereby designate the appticant to act as my agent for the purpose of seeking the zoning request(S) described in this application and the associated supporting rnateriat. ------- . ...... ...... .... .. - Property Owner.-4D ,�l t P, - (Signature) T� Tyint or Type Nai-yie) Page 20 of 233 SPECIAL WARRANTY DEED Prepared by: The Law Office of Genre S. Bobroff, P.C. 701 West Golf Road Mt. Prospect, IL 60056 Doc#.2416223002 Fee:$107.00 CEDRIC GILES COOK COUNTY CLERK'S OFFICE Data 6,110;2024 9:05 AM Pg: 1 of 2 Dec ID 20240501603693 ST..+'Co Stamp 0-086-302-144 ST Tax $900.00 CO Tax $450.00 Old Republic National Title 9601 Southwest Highway Oak Lawn, IL 60453 THE GRANTOR, The Prairie Group Homes, LLC, a limited liability company, created and existing under and by virtue of the law of the State of Illinois and duly authorized to transaction business in the State of Illinois, for and in consideration of Ten and no/100 ($10.00) Dollars and other good and valuable consideration in hand paid, CONVEYS and WARRANTS Laura G. Turbin, the following described real estate situated in the County of Cook, in the State of Illinois, to wit: LOT 1 1N THE PRAIRIE AVENUE SUBDIVISION, BEING A SUBDIVISION OF THE EAST HALF (1/2) OF THE NORTH HALF (1/2) OF OF THE WEST HALF (1/2) OF THE NORTHEAST QUARTER (1/4) OF THE SOUTH EAST QUARTER (1/4) OF THE NORTHWEST QUARTER (1/4) OF SECTION 10, TOWNSHIP 41 NORTH, RANGE 11, EAST OF THE THIRD PRINCIPAL MERIDIAN, IN COOK COUNTY, ILLINOIS, ACCORDING TO THE PLAT THEREOF RECORDED NOVEMBER 9, 2018 AS DOCUMENT 1831334062. P.I.N.: 08-10-114-150-0000 Address of Property: 224 South Prairie Avenue, Arlington Heights, Illinois 60005 Subject to: General real estate taxes not yet due or payable, covenants, conditions and restrictions of record, building lines and easements, that do not interfere with the current use and enjoyment of the Real Estate. Dated this ls+"day of _ Ma , 2024 The Prairie Group Homes, LLC By: By: 1/U1 seann Schu acher M0r- Robert Schumacher ember Member Page 21 of 233 SPECIAL WARRANTY DEED Prepared by: The Law Office of Gene S. Bobroff, P.C. 701 West Golf Road Mt. Prospect, IL 60056 Old Republic National Title 9601 Southwest Highway Oak lJ/ Lawn, IL 60453 g to THE GRANTOR, The Prairie Group Homes, LLC, a limited liability company, created and -existing- under and by -virtue of -the- law of the State of Illinois and duly -authorized- to transaction business in the State of Illinois, for and in consideration of Ten and no/100 ($10.00) Dollars and other good and valuable consideration in hand paid, CONVEYS and WARRANTS Laura G. Turbin, the following described real estate situated in the County of Cook, in the State of Illinois, to wit: LOT 1 IN THE PRAIRIE AVENUE SUBDIVISION, BEING A SUBDIVISION OF THE EAST HALF (1/2) OF THE NORTH HALF (1/2) OF OF THE WEST HALF (1/2) OF THE NORTHEAST QUARTER (1/4) OF THE SOUTH EAST QUARTER (1/4) OF THE NORTHWEST QUARTER (1/4) OF SECTION 10, TOWNSHIP 41 NORTH, RANGE 11, EAST OF THE THIRD PRINCIPAL MERIDIAN, IN COOK COUNTY, ILLINOIS, ACCORDING TO THE PLAT THEREOF RECORDED NOVEMBER 9, 2018 AS DOCUMENT 1831334062. P. I . N.: 08-10-114-150-0000 Address of Property: 224 South Prairie Avenue, Arlington Heights, Illinois 60005 Subject to- General real estate taxes not yet due or payable, covenants, conditions and restrictions of record, building lines and easements, that do not interfere with the current use and enjoyment of the Real Estate. Dated this lff'^day of ma , 2024 The Prairie Group Homes, LLC By: By: e Schumacher i 13C (4s mber Robert Schumacher ►��r Member Page 22 of 233 ,1, State of Illinois ) ) SS County of Lake ) I, the undersigned, a Notary Public in aforesaid County, in the State aforesaid, CERTIFY THAT Roseann Schumacher and Robert Schumacher, personally known to me to be the members of The Prairie Group Homes, LLC signed, sealed and delivered this instrument and caused the Company seal to be affixed thereto, pursuant to the authority given by the member of said company as their free and voluntary act, and as the free and voluntary act of said Company. Given under my hand and official seal, this 1 day of We y 2024 OFFICIAL SEAL F 9w RI TY J S S OFF PUBL'C, TATEOFILLINOISNotary PU ICNrss rON EXPREs: 01r24l2027 �yd VLL CL OF MibUTLPROS Cr ph 54 03 Mail To: w i .." Wk (0 OqL � °L ' 5 ,30 KCAL to I A l t l KAN,ttK IAA U5-Jun-2u24 F 0 I COUNTY: 450.00 ILLINOIS: 900.00 a TOTAL! 1.350.00 08-10-114150-0000 120240501603693 1 0-086-308-144 Tax Bills To: A i'lq Page 23 of 233 mmmc=2024 First Installment Property Tax Bill - Cook County Electronic Bill $0.00 Property Index Number 8y 04/01126 (PIN) Volume Code Tax Year (Payable In) Township Classification 08-10-114-150-0000 049 16123 2024 (2025) ELK GROVE 1-00 IF PAYING LATE, 04/02/2025 - 05/01/2025 PLEASE PAY 05/02/2025 - 06/01/2025 06/02/2025 - 07/01/2025 LATE INTEREST IS 0.75% PER $0.00 $0.00 $0.00 MONTH, BY STATE LAW` Pension and Amount of % of Pension and Money Owed by Healthcare Amounts Pension and Healthcare Costs Your Taxing Districts Your Taxing. Districts Promised by Your Taxing Districts Healthcare Shortage Taxing Districts Can Pay Northwest Mosquito Abatement Wheeling $455,316 $8,630,076 $461,013 94.66% Metro Water Reclamation Dist of Chicago $3,126,243,000 $3,151,727,000 $1,449,923,000 54.00% Arlington Hts park Dist $17,831,380 $58,462,496 $5,254,455 91.01% Harper Coll Comm College 512 (Palatine) $322,598,943 $32,974,963 $32,974,963 0.00% Township HS District 214 (Arlington His) $90,904,159 $296,616,358 $1,194,163 99.60% Arlington Heights School District26 $127,007,298 $57,348,788 $7,914,229 86.20% Village of Mount Prospect $171,861,845 $385,434,723 $140,636,940 63.51 % Town of Elk Grove $70,673 $7,617,011 $398,884 94.76% Cook county Forest Preserve District $214,441,242 $617,834,550 $382,643,760 38.07% County of Cook $8,262,580,154 $26,512,006,772 $14,493,276,944 45.33% Total $12,333,994,010 $31,128,561,737 $16,514,678,351 For a more in-depth look at government finances and how they affect your taxes, visit cookcountytreasurer.com PAY YOUR TAXES ONLINE Pay at cookeountytreasurer.eom from your bank account or credit card. 01, i / if i %i%////!/% %%/�%/ 2023 TOTAL TAX 1,697.13 2024 ESTIMATE x 55% 2024 1st INSTALLMENT = 933.42 The First Installment amount is 55% of last year's total taxes; All exemptions, such as homeowner and senior exemptions, will be reflected an your Second Installment tax bill. UNKNOWN *** Please see 2024 First Installment Payment Coupon next page *** CHICAGO TITLE LAND TRU 10 S LA SALLE ST#2750 CHICAGO IL 606031108 Page 24 of 233 2024 First Installment Property Tax Bill Cook County Payment Coupon Pursuant to Cook County Ordinance 07-0-68, if you are a mortgage lender, loan servicer, or agent of any entity within the meaning of 351LCS 200/20-12, you may not pay using a downloadable tax bill unless you pay the $5 duplicate bill fee. 10 2 0 2 4 1 101 2 I. 1 1 11111 11 9 PP9-;31111111�11111111111111111111111.111111[111111 This is an Official pownloadable Tax Bill Payment Coupon. COOK COUNTY TREASURER Please process this coupon along with payment presented. PO BOX 805436 CHICAGO IL 60680-4116 08101141500000/0/24/E/000000000pP/alge 25 of 233 Prepared by: Robert L. Kealy Attorney and Counselor Kealy Law, LLC 2516 Waukegan Rd. #366 Glenview, IL 60025 TRUSTEE'S DEED (Individual to Land Trust) The above space for Recorder's use only THIS AGREEMENT between the GRANTOR, Laura G. Turbin, of Mount Prospect, Illinois, in the County of Cook, a single person, for and in consideration of Ten and no/100 Dollars and other good and valuable consideration in hand paid, receipt whereof is hereby acknowledged, does hereby CONVEY and QUIT CLAIM unto the GRANTEE, Chicago Title Land Trust Company, as Trustee under trust agreement dated 7/3/2024 and known as Trust Number 9002346309, whose address is 10 South LaSalle Street, Suite 2750, Chicago, Illinois 60603, in fee simple the following described Real Estate situated in the County of Cook and State of Illinois, together with the tenements, hereditaments and appurtenances thereunto belonging or in any wise appertaining, to wit: LOT 1 IN THE PRAIRIE AVENUE SUBDIVISION, BEING A SUBDIVISION OF THE EAST HALF (1/2) OF THE NORTH HALF (1/2) OF OF THE WEST HALF (1/2) OF THE NORTHEAST QUARTER (1/4) OF THE SOUTH EAST QUARTER (1/4) OF THE NORTHWEST QUARTER (1/4) OF SECTION 10, TOWNSHIP 41 NORTH, RANGE 11, EAST OF THE THIRD PRINCIPAL MERIDIAN, IN COOK COUNTY, ILLINOIS, ACCORDING TO THE PLAT THEREOF RECORDED NOVEMBER 9, 2018 AS DOCUMENT 1831334062. Commonly known as: 224 S. Prairie Ave., Arlington Heights, IL 60005 Cook County PIN: 08-10-114-150-0000 TO HAVE AND TO HOLD said premises forever, subject to General Taxes not yet due and for subsequent years; zoning and building laws and ordinances; covenants, conditions, and restrictions of record, if any. Hereby releasing and waiving all rights under and by virtue of the Homestead Laws of the State of Illinois. Cook County - Illinois Transfer Stamp or Exempt under provisions of Paragraph (e) Section 31-45, Property Tax Code [35 ILCS 2001 Date: July 29, 2024 ) Nufa G. Turbin, as Attorney, Grantor, Grantee, or Representative Page 26 of 233 In Witness Whereof, the Grantor aforesaid hereunto sets hand and seal on this date of July 29, 2024. (Seal) Laura "G. t14-1� State of Illinois ) ) S.S. County of Cook ) I, the undersigned, a Notary Public in and for said County, in the State aforesaid, do hereby certify that Laura G. Turbin, personally known to me to be the same person whose name is subscribed to the foregoing instrument, appeared before me this day in person and acknowledged that she signed, sealed and delivered said instrument as a free and voluntary act, for the uses and purposes therein set forth. Given under my hand and seal this date of July 29, 2024 OFFICIAL. SEAL �P ,C/, ROBERT LOUIS KFALY &::52v SEAL NOTARY PUBLIC, STATE OF IWNaS Notary Public COMMISSION NO.902030 MY COMMISSION EXPIRES OCTOBER 01, 2027 Cook County PIN: 08-10-114-150-0000 Property Address: 224 S. Prairie Ave., Arlington Heights, IL 60005 Mail subsequent tax bills to: CTLTC 49002346309 10 South LaSalle St. #2750, Chicago, Illinois 60603 Page 27 of 233 Cook County PIN: 08-10-114-150-0000 Property Address: 224 S. Prairie Ave., Arlington Heights, IL 60005 STATEMENT BY GRANTOR AND GRANTEE THE GRANTOR OR GRANTOR'S AGENT affirms that, to the best of his/her knowledge, the name of the grantee shown on the deed or assignment of beneficial interest in a land trust is either a natural person, an Illinois corporation or foreign corporation authorized to do business or acquire and hold title to real estate in Illinois, a partnership authorized to do business or acquire and hold title to real estate in Illinois, or other entity recognized as a person and authorized to do business or acquire title to real estate under the laws of the State of Illinois. It SIGNATURE: en DATED: July 29, 2024 LaYtra G. Turbin, as Grantor Subscribed and sworn to before me this date of July 29, 2024. OFFICIAL. SEAL .Q NOT PUB C, STATE OF OUIS 411NW SEAL COMMISSION N0.8020.30 Notary Public W COMMISSION WIRES OCTOBER 0f, 2w THE GRANTEE OR GRANTEE'S AGENT affirms and verifies that the name of the grantee shown on the deed or assignment of beneficial interest in a land trust is either a natural person, an Illinois corporation or foreign corporation authorized to do business or acquire and hold title to real estate in Illinois, a partnership authorized to do business or acquire and hold title to real estate in Illinois, or other entity recognized as a person and authorized to do business or acquire and hold title to real estate under the laws of the State of Illinois. GRANTEE: Chicago Title Land Trust Company, as Trustee SIGNATURE: Grantee or Agent Subscribed and sworn to before me this date of Notary Public DATED: SEAL NOTE: Any person who knowingly submits a false statement concerning the identity of a grantee shall be guilty of a Class C misdemeanor for the first offense and of a Class A misdemeanor for subsequent offenses. (Attach to deed or ABI to be recorded in Cook County, Illinois, if exempt under the provisions of Section 4 of the Illinois Real Estate Transfer Tax Act.) Page 28 of 233 DII ARCHITECTURE Je i,(-,,�rn e .alirnith, AL.? consud F-vcr hducl <. L)u s,�_'�i 031 iil"Jul www.diiArchitecture.com Date: March 24, 2025 Address: 224 Prairie Ave. Arlington Heights, IL, 60005 Project: Rear Screened Porch Addition To Whom It May Concern: This application is seeking Conditional use approval for residential setback reductions for an addition and patio(1 1'-7 5/8" from rear property line to patio, & 18'-10 3/4" to addition) a. We believe that the rear screened porch of the conditional use will not be detrimental to, or endanger the public health, safety, morals, comfort, or general welfare. This addition is isolated in the rear of property and middle of the house. b. It is our belief 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. The addition is a relatively small screened porch, and should not negatively impact it's neighbors. Other neighbors actually have larger additions. c. We believe 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. The small rear screened porch should not be hindrance for the neighbors, or surrounding development. d. We have taken into account adequate public utilities, access roads, drainage and/or necessary facilities have been or will be provided. The 10' drainage easement(existing swale and p.u.e.) has been maintained. e. Adequate measures have been or will be taken to provide ingress and egress so designed as to minimize traffic congestion in the public streets. The rear addition should not affect traffic. f. It is our belief that the proposed conditional use is not contrary to the objectives of the current comprehensive plan for the village. The addition should not affect this. g. We believe 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. The addition should accommodate the previous statement. Sincerely, Jereme Smith, licensed Architect DII Architecture Page 29 of 233 PROPERTY ADDRESS: 224 SOUTH PRAIRIE AVENUE, ARLINGTON HEIGHTS, ILLINOIS 60005 SURVEY NUMBER: I1-2405.2911 I L2405.2911 PLAT OF SURVEY COOK COUNTY LOT 3 w LOT 2 Q I o o L 12 3`4P FT 1.8' OFF VF 5' D.E& P.U.E z 6978, ' p to c3 _ o STORY trj o FRAME zs.5' 31° LOT 2 W 11 v;� U RES. #224 `I 1 W N� LOT 1 b CONC. D/W Cz� 9929 SQ.FT.t EL 1!2" FIP 11 VF L2 LOT 1 w 0 LOT 1 O O LINE TABLE: L1 S 0°40'40" E 75,01' (R) S 0°28'59" E 75.10' (M) L2 S 88°37'17" W 132.18' (R) S 88°37'17" W 132.18' (C) L3 N 88°37'17" E 132.17' (R) N 88°34'57" E 132.43' (C) STATE OF ILLINOIS l SS COUNTY OF LASALLE THIS IS TO CERTIFY THAT THIS PROFESSIONAL SERVICE CONFORMS TO THE CURRENT ILLINOIS MINIMUM STANDARDS FOR A BOUNDARY SURVEY. GIVEN UNDER MY HAND AND SEAL THIS DATE HEREON. zli p. Jpy�s02 035.002971 PROFESSIONAL LAND SURVEYOR SANDWICH,. IL OF It-k- ILLINOIS PROFESSIONAL LAND SURVEYOR No. 2971 LICENSE EXPIRES 11/30/2024 EXACTA LAND SURVEYORS, LLC PROFESSIONAL DESIGN FIRM 184008059-0008 DATE OF SURVEY: 05/16/24 914 30 0 15 30 GRAPHIC SCALE (in Feet) 1 inch = 30' ft. POINTS OF INTEREST: 1. CONCRETE SLAB OVER 7.5' SETBACK LINE Exacta Land Surveyors, LLC P15#184008059 Land surveyor% LLC o: 773.305.4011 316 EastJackson Street I Morris, IL 60450 lo�SurveySTARS age o DII ARCHITECTURE Je i,(-,'�rn e .aLirnith, ALA consud F-vcr hducl <. L)u s,�_'�i 031 iil"Jul )f(I �:r.iii�w,lir ��ts Vl' 1, ).r C�In www.diiArchitecture.com Date: March 27, 2025 Address: 224 Prairie Ave. Arlington Heights, IL, 60005 Project: Rear Screened Porch Addition To Whom It May Concern.. Please see the Legal Description for the property: Lot 1 in the Prairie Avenue, being a subdivision of the East half (1 /2) of the North half (1 /2) of the Northeast half (1/2) of the Northeast quarter (1/4) of the Southeast quarter (1/4) of the Northwest quarter (1/4) of Section 10, Township 41 North, Range 1 1 East of the third principal meridian. In Cook County, Illinois, according to EL the Plat thereof recorded November 9, 2018 as Document 1831334082. Area = 9,922.07 +- S.F. / 0.227 Acres Sincerely, Jereme Smith, licensed Architect DII Architecture Page 31 of 233 r J I, Jereme Smith, license j� #001-020542; expiring 11-30-26 �` maintain that these drawings ��'were prepared under my H '. j supervision and, to the best of my knowledge, meet all building 0�; codes and other applicable ordinances. 1 Q, LOT 3 w LOT 2 0 O h P' o' 0 3;4' FIP 1.8' OFF VF T D.E.& PP U.E--'_ e U 1 t-=! fl ( STORY Cq o FRAME zs:s (�. 31' b LOT 2 �� ..z trY �. v #t224 r+ v V) 4 cli a b LQT 'I CONC. D O Z a 9929 SQ.FT.t M Z g ®.. _ �•s, j- g ". —�' '�.""' �.`�` 1.1'OFF--,.®e...o^. 5' D.E. &,P.0 E. a 1/2' FIP i! P VF L2 LOT 1 0 0 LOT 1 zo bo o O LINE TABLE: L1 S 0°40'40" E 75.0T (R) S VW59" E 75:10' (M) L2 S 88°37'17" W 132.18' (R) S 88'37'17" W 132.18' (G)` L3 iN 88'37'17" E 132.17' (R) N 88°34'67" E 132.43' (C) I GENERAL NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR MEAL` TECHNIQUES, PROCEDURES, AND FOR COORDINP PORTIONS OF THE WORK. 2. CONTRACTOR AND HIS/HER SUBCONTRACTORS S HARMLESS THE DESIGNER AND HIS AGENTS AGAI DAMAGES, LIABILITY, OR ANY EXPENSE ARISING It FROM THE WRONGFUL OR NEGLIGENT ACTS OF T CONTRACTOR, THE SUBCONTRACTORS, OR THEIF EMPLOYEES AND AGENTS. 3. ALL TRADES SHALL BE COORDINATED WITH EACH FULLY INFORMED AND AWARE OF THE WORK OF C 4. SUBCONTRACTORS SHALL VERIFY ALL DIMENSIOP CONSTRUCTION AND BRING ANY DISCREPANCIES ATTENTION OF THE GENERAL CONTRACTOR 5. INSULATION INSTALLER SHALL PROVIDE A CERTIF THE TYPE, MANUFACTURER AND R-VALUE OF INSI INSTALLED. 6. CONTACT FLOOD BROTHERS 630-261-0400 TO OR[ 7. CONTRACTORS ARE REQUIRED TO COMPLETE TH REGISTRATION REQUIREMENTS OF THE CITY. SEE FOR APPLICATION FORM AND INSURANCE REQUIF 8. PORT -A -POTTY SHALL BE PROVIDED AND LOCATE FENCING 9. ADDRESS FOR PROJECT SHALL BE PLACED ON FE VISIBLE FROM THE ROAD. 10. CITY STREETS SHALL BE CLEANED DAILY AND KEF MUD AND DEBRIS. 11. CONSTRUCTION OPERATION HOURS ARE 7AM-6PA WEEKDAYS AND SATURDAYS. EXISTING METERS TO REMAIN EXISTING MECH PAD AND CONDENSOR 25'-0" LU 10'-0" CL 18,-10 3 4" (18.9' app x ABOVE GROUND RAIN CISTERN WD r Abe r, J I, Jereme Smith, license #001-020542; expiring 11-30-26 maintain that these drawings were prepared under my �EI001 R. SMITH supervision and, to the best of 001-020542 my knowledge, meet all building codes and other applicable fly` �F 10 `0�; ordinances. `....•� rtt Il\ PO PH A TL EURV OF LOT 1 IN THE PRAIRIE AVENUE, BEING A SUBDIVISION OF THE EAST HALF (1/2) OF THE; NORTH HALF (1/2) 4F THE NORTHEAST HALF (1/2) OF THE NORTHEAST QUARTER (1/4) OF THE SOUTH EAST QUARTER (1/4) OF THE NORTHWEST QUARTER (1/4) OF �N_Zt1' SECTION 10,, TOWNSHIP 41 NORTH, RANGE 11 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN COOK COUNTY, ILLINOIS, ACCORDING TO EL THE PLAT THEREOF RECORDED NOVEMBER 9, 2018 AS DOCUMENT 1831334082. AREA p 9,922.07 c F. / 0.227 ACRES< �,;; St4sza j Xsa:n k96,7511 i 96.7.3X [t STONE & FRAME i L O T RESIDENCE NO. 218 LOT 2 TfF=99.37 / s< 3/a �R«v PRA { FINCE. FENCE 1 CORNER 0,7,' w 96 98.e7 • X97es „- .b - 5' Q E. & P.U.E. a p I tLFFEN � �7.5' Bui�_r=trt• uns as �j 1: i \ OW S. & 9&,1 STOQP93 i # ILC I p t p Cs' 97. L OT n STOVE & FRAME so ®&9 " \ o RESIDENCE e c�o-t�T WAGE ss 7.s XS&49 ..&72 M .ei I re \ �7.Zea m 97. b N 96. E 9719 i3F ( �YLi1RiSx 9.i#9' N. \ FEtiS'E#�) 1 00 ctF F¢+ as' w tu.za`.. ssea �..}{I V ts'$'ss o0 � 11.. ,, 9-4 - 4 sa 7. 4 f iN �- _.. ,�g b6.s j 1 cO ' and&35 1- (FOUND)ry FENCE 97.9]X 5' Q.E. iEGENLSS- ATCf3Rt7�2 L"'7. — ES SYSTEM MEl€R i2, a FOYER Pam: P CORRNNEERR n 13 : 99-g5 PEE mow} ii 6) t SS20 I X97_c, m 2.1;� Ax cacN�st i w - t NNCLE Pi`L FII�i£ PLC —a O.bb' S. 9797 94.7l ,+. CORNER RR SPREE RE FACE $ i 1 X a5 POwER ME. re i 0 — r Pvc a t2 x � 4e F STON & FRAME —cux ,mom RESIDENCE : I \ . Q —p ta�N NO.. 228 t1 — GAS raEtrr_R T T/F=100.63' 9za3X' I I —:GAS MAW :s9ae 9&s+X SMSX'. \ I ❑ -'- FLEGTFGG NERER I I \ L I SQKR LOT \,`\"S�®..Chf I, Jereme Smith, license # 001-020542; fir expiring 1 1-30-26 maintain that these drawings were prepared under m - i �� = g p p Y JEREME R. SMITH = supervision and, to the best of my 001-020542 _ knowledge, meet all building codes and other applicable ordinances �T •. 0 TREATED 6X6 POST EXTENDS TO TRUSS SUPPORT BEAM - L'------- - - - - - - TREATED 2X12 @ 16" OC TREATED (2) 2X12 TREATED 2x8 I 3' - 9'. N A2.0 2 fV 1 A3.0 :0 -0 N Flooring 1N32 \ �� Wall Cladding Stainless Steel t gap for drainage threaded rod with \ nuts and washers \ D/7,1 1 Joist Decking - -- it-Deck , TREATED 2X6 @ 12" OC, FRAME JUST OVER EXISTING STOOP. JOIST HANG FROM LEDGER — TREATED 2X12 LEDGER AT EXITING BUILDING. ATTACH WITH 1/2" DIA LAG SCREWS — 6' - 2 3/4" JEREME R. SMITH - 001-020542 - �T •. \0 ' 1� OF CLLRA I, Jereme Smith, license # 001-020542; expiring 11-30-26 maintain that these drawings were prepared under my supervision and, to the best of my knowledge, meet all building codes and other applicable ordinances RELOCATE EXISTING VENTS, HOSEBIBS, UTILITIES AS NEEDED ift/Ij�t JEREv1E R. SMITH 001-020542 '0 \ r j� QF JL I, Jereme Smith, license #001-020542; expiring 11-30-26 maintain that these drawings were prepared under my supervision and, to the best of my knowledge, meet all building codes and other applicable ordinances. C) _ ter.• .� JEREME R. SMITH 001-020542 - �`) \ ffitt ff � VE 4LL`��\\ f Jtll3 itli\� I, Jereme Smith, license # 001-020542; expiring 11-30-26 maintain that these drawings were prepared under my supervision and, to the best of my knowledge, meet all building codes and other applicable ordinances \`tiD I ARc tJ I, Jereme Smith, license �5,. fYf #001-020542; expiring 11-30-26 maintain that these drawings JEREME R. sMirs were prepared under my - = 001-020542 supervision and, to the best of = my knowledge, meet all building ' codes and other applicable O�"'0��; ordinances. HAND FRAME 2X ON EXISTING ROOF FOR ROOF TIE IN FROM ADDITION 6X6 TREATED POST, BELOW EXISTING EAVE HAND FRAME 2X CRICKET ON NEW ROOF 4.5X12 LVL BEAM, VERIFY MIDDLE SUPPORT FOR TRUSS MID BEARING 0 3X10 LVL BEAM, VERIFY - 6X6 TREATED POST BELOW — -------------- III V--- III I III III 11— I9-4 1 II I, Jereme Smith, license # 001-020542; i expiring 11-30-26 maintain that these . C} drawings were prepared under my JEREME R. SMITH = supervision and, to the best of my as a2a2 _ knowledge, meet all building codes and other applicable ordinances ffit�f VE 4LLl',��\ f Jtll3 ittt` CRICKET, METAL ROOF EXISTING ASPHALT ROOF 4" COMPOSITE SIDING, INSTALL TO MATCH FASCIA ANGLE "V' SHAPED TROUGH WITH RAIN CHAIN EXISTING HOUSE SCREEN WINDOWS DIAGONAL SIDING ON PLYWOOD SKIRT BD — CISTERN WITH SPIGOT METAL Rc METAL FL ANGLED METAL Rc 6" COMP Ore, .., "n |'JeremeSmith, license #OOl4}2OJ42; ' expiring ll'30'26maintain that these �� drawings were prepared under my jcxEmEx Sm//n supervision and, to the best of my � 00120542 knowledge, meet all building codes and other applicable ordinances OF 10- METAL ROOF W/ ROOF UNDERLAYMENT AppnOx VERIFY WITH SLOPE WRAP METAL ONTO ANGLED EAVE CREEN-----_ -- FLASHING 6" COMPOSITE TRIM 2X COMPOSITE TRIM UBFL{�OR____ 100' 01' Off'' _ ter.• .� JEREME R. SMITH 001-020542 - Q�`) \ , f Jtll3 itli\� I, Jereme Smith, license # 001-020542; expiring 11-30-26 maintain that these drawings were prepared under my supervision and, to the best of my knowledge, meet all building codes and other applicable ordinances ROOF TRUSSES @ 24" OC "V' TROUGH AND RAIN CHAIN T&G WOOD PLANKS, PAINTED WHITE DIAGONAL SIDING 6" COMPOSITE TRIM T O SCREEN 108' - 0" 2X COMPOSITE TRIM T O SUBFLOOR------------- 1 nn, n,, t- 1n,o„ , n, I C) _ ter.• .� JEREME R. SMITH 001-020542 - �`) \ ffitt ff � VE 4LL`��\\ f Jtll3 itli\� I, Jereme Smith, license # 001-020542; expiring 11-30-26 maintain that these drawings were prepared under my supervision and, to the best of my knowledge, meet all building codes and other applicable ordinances Subject Meeting Fiscal Impact (Y/N) Dollar Amount Budget Source Category Type Information Item Cover Page PZ-03-25 / 1040 W Northwest Highway / CU: Daycare Center / Village Board Final May 22, 2025 - REGULAR MEETING OF THE MOUNT PROSPECT PLANNING AND ZONING COMMISSION N NEW BUSINESS Action Item The petitioner (W Northwest MP LLC), along with The Nest Schools Inc., is seeking conditional use approval to operate a daycare center at 1040 West Northwest Highway (the subject property). The conditional use request for a daycare center requires Village Board approval. The proposal meets the requirements and standards related to the Village Code, and staff is supportive of the request. Discussion The petitioner proposes to establish a daycare center within an existing two-story, 21,760- square-foot office building. The facility is designed to serve up to 339 children, ranging in age from six weeks to five years, with additional before- and after -school programs, as well as summer care, available for children up to twelve years old. The daycare center is expected to employ up to forty-nine daily staff members. Conditional use approval is required for the operation of a daycare center within the Village's B-1 District. The petitioner proposes to retrofit the existing office building into a 339-student daycare facility with auxiliary playground space. The petitioner proposes an expansion of 2,860 square feet of the first floor of the building by eliminating the twelve existing covered parking spaces to accommodate the indoor playground. The existing warehouse room on the first floor will be converted into four infant rooms, four toddler rooms, lobby, vestibule, restrooms, utility and storage rooms, and an indoor playground. The indoor playground will be enclosed by a fence and sliding glass doors with direct access to the outdoor playground. The second level will house nine additional toddler rooms and four pre-K rooms. The existing building materials — primarily brick, fascia, and a metal roof —will remain largely unchanged, preserving the current fagade. Modifications to the north elevation, adjacent to the proposed playground, will include the installation of large sliding glass doors. Additionally, the existing drive-in door openings on the first floor along the north elevation will be replaced with expansive windows to serve the infant rooms. Further enhancements include new glazing along the second floor of the east elevation and both the first and second floors of the west elevation. Page 43 of 233 The existing office building is located in the southern portion of the site, while the proposed outdoor playground will occupy the northern portion. Site access will remain unchanged, consisting of one ingress -only driveway (right-in/left-in) at the southern entrance and one egress -only driveway (right-out/left-out) at the northern exit along Northwest Highway. The playground will total approximately 11,685 square feet, of which 2,639 square feet will be covered, and the remaining 9,046 square feet will be outdoors. Surface -level parking spaces are located along the perimeter of the site. Vehicular traffic generally follows a counter- clockwise rotation, with vehicles entering from the southern driveway into a one-way drive aisle that transitions into a two-way drive aisle north of the proposed playground and continues between the west bank of parking spaces. A Traffic Impact Study (TIS), prepared by Stonefield Engineering & Design, was initially based on an average drop-off/pick-up service time of 7 minutes based on a 95th percentile parking demand rate. A summary of the findings of the TIS states that the daycare center will not have a significant impact on the traffic operations of Northwest Highway and the parking supply would be sufficient to support the development. The TIS concludes that a maximum of 21 parking spaces would be required to accommodate peak demand; the proposed site plan will provide 37 parking spaces and would be sufficient to support the drop-off and pick-up operations of the proposed development. Village Engineering requested that the analysis be revised using a more conservative 12-minute average service time to better reflect variability in drop-off and pick-up operations. Engineering also recommended locating the drop-off/pick- up area on the west side of the building to optimize vehicle queuing space and to narrow the driveway along the front of the building to a single lane width, and provide striping and signage to direct traffic one-way. This would discourage vehicles entering the site from making an immediate left turn into the drive aisle serving the ADA accessible parking spaces creating potential backup onto Northwest Highway. The petitioner submitted revised traffic impact studies incorporating a 15-minute service time and 12-minute service time in response. The updated analysis using a 15-minute service time determined that 47 parking spaces would be required to accommodate peak demand-10 more parking spaces would be required than the plan currently provides. The updated analysis using a 12-minute service time determined that 34 parking spaces would be required to accommodate peak demand— 3 spaces less than the number of drop-off/pick-up spaces provided. The TIS also states that if the average drop-off/pick-up time were 13 minutes, the 95th percentile parking demand would be 37 spaces, which is equal to the number of drop- off/pick-up spaces provided. Average Service Time 7 minutes 12 minutes 13 minutes 15 minutes Parking Demand Rate 95th percentile 95th percentile 95th percentile 95th percentile Parking Spaces Required for Drop-off/Pick-up 21 34 37 47 While the development exceeds the parking requirements mandated by the zoning code and the qualitative analyses determine that sufficient parking is provided based on a 12-minute service time, staff will require additional parking spaces to be land -banked to ensure that traffic will not back up onto Northwest Highway. As a condition of approval, the petitioner will be required to reserve space on -site for 5 additional parking spaces, and these land -banked spaces will be constructed if demand warrants. The Landbank Parking Plan (attached as Exhibit B) has identified 5 parking lot islands that may be converted for the additional parking Page 44 of 233 spaces. The Public Works Department will monitor parking activity during peak hours after the daycare facility opens. Within six months of opening, the Village Engineer will evaluate whether additional parking is needed. If deemed necessary, the owner will be required to construct the land -banked spaces within six months of notification, unless an extension is granted. A substantial amount of existing landscape screening, primarily consisting of evergreen shrubs and arborvitae, already exists along the perimeter of the site. The petitioner will provide additional perimeter, foundation, and parking island landscaping and is proposing to remove a total of three trees that are located in the area where the new outdoor playground will be constructed. The petitioner will also replace the existing light poles in the parking lot and reuse the existing monument sign. Staff has reviewed the petitioner's request for conditional use approval for a daycare center and finds that the standards have been met. The proposed use is consistent with the types of uses supported in the Village's Comprehensive Plan and is expected to contribute positively to the revitalization along this part of the Northwest Highway corridor. Staff believes that the proposed conditional use will support the Village's long-term planning objectives while addressing a community need. Based on the information submitted, the surrounding uses, and the proposed development's compliance with the Village's zoning ordinance and long-range planning documents, staff recommends approval of the conditional use request. As of this writing, there has been no public comment on the case. Alternatives 1. Recommend approval of a conditional use to allow the operation of a daycare for the subject property located at 1040 West Northwest Highway, subject to the conditions listed in the staff report. 2. Action at the discretion of the Planning and Zoning Commission. Staff Recommendation To recommend approval of a conditional use to allow the operation of a daycare for the subject property located at 1040 West Northwest Highway, subject to the conditions listed in the staff report. Attachments 1. PZ-03-25 Staff Report 2. PZ-03-25 Administrative Content 3. PZ-03-25 Traffic Impact Study (12 min) 4. PZ-03-25 Traffic Impact Study (15 min) 5. PZ-03-25 Plans Page 45 of 233 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 Development Planner DATE: May 15, 2025 CASE NUMBER PZ-03-25 PUBLIC HEARING DATE March 13, 2025 APPLICANT/PROPERTY OWNER W Northwest MP LLC / PatrickJ. Hennelly, H2L, Inc. PROPERTY ADDRESS/LOCATION 1040 West Northwest Highway BRIEF SUMMARY OF REQUEST The petitioner (W Northwest MP LLC), along with The Nest Schools Inc., is seeking conditional use approval to operate a daycare center at 1040 West Northwest Highway (the subject property). The conditional use request for a daycare center requires Village Board approval. The proposal meets the requirements and standards related to the Village Code, and staff is supportive of the request. 2025 Village of Mount Prospect Zoning Map -- 2.21 +ry e 210 \ 14.. 217 212 � w1.1r Subject roperty r 708 715 70,0 711 704 Ad a 700 6=1 218232 ..._..... r 2X1-21a ............. w 2.06 WYnEpAMGli 2V co. 1 2P0 112 �qqc EXISTING EXISTING LAND USE/ SURROUNDING ZONING & LAND USE SIZE OF ZONING SITE IMPROVEMENTS North: R-X Single Family Residential PROPERTY B-1 Office building East: R-X Single Family Residential 2.08 acres Business Office South: 1-2 Railroad West: R-2 Attached Single Family Residential PUD STAFF RECOMMENDATION APPROVE (ZED DENY Im HAPLAN\Planning & Zoning COMM\P&Z 2025\Staff Reports\PZ-03-25 1040 W Northwest Hwy (CU-Daycare)_DRAFT.docx 1 Page 46 of 233 BACKGROUND / PROPERTY HISTORY The subject property is located on the north side of Northwest Highway, between Dale and Forest Avenues. The site is currently improved with a 16,568-square-foot office building and associated site features, including a parking lot and driveways. The property is zoned B-1 Business Office District and is adjacent to R-X Single -Family Residence District to the north and east, 1-2 Railroad District to the south, and an R-2 Single -Family Residence Planned Unit Development (Villas of Sevres) to the west. The existing office buildingwas constructed in 1989 for State Farm Insurance. Zoning records indicate that in 2008, the propertywas rezoned from B-1 to R-2 PUD (Ordinance No. 5681), and conditional use approval for a 14-unit townhome planned unit development was granted (Ordinance No. 5682). However, the townhome project was never constructed, and the property subsequently reverted to its original B-1 zoning classification. The current owner, H2L, Inc., purchased the property in 2011. The building had been vacant for years, and complete reconstruction was necessary. Permit records show that various improvements have been made to the property over the years, including major exterior and interior remodeling, roof replacement, parking lot upgrades, solar panel installation, and sewer repairs. In 2012, the building opened and Weldy Lamont has been the sole occupant since opening. The petitioner is currently under contract to purchase the property, contingent upon the approval of the requested conditional use. PROPOSAL The petitioner, W Northwest MP LLC, in partnership with The Nest Schools Inc., proposes to establish a daycare center within an existing two-story, 21,760-square-foot office building. The facility is designed to serve up to 339 children, ranging in age from six weeks to five years, with additional before- and after -school programs, as well as summer care, available for children up to twelve years old. The daycare center is expected to employ up to forty-nine (49) staff members daily. Conditional use approval is required for the operation of a daycare center within the Village's B-1 District. The key components of the proposal are summarized below. Site Plan: The petitioner proposes to retrofit the existing office building into a 339-student daycare facility with auxiliary playground space. The existing office building is located in the southern portion of the site, while the proposed outdoor playground will occupy the northern portion. Site access will remain unchanged, consisting of one (1) ingress -only driveway (right-in/left-in) at the southern entrance and one (1) egress -only driveway (right-out/left-out) at the northern exit along Northwest Highway. No modifications to the existing access points are proposed. The playground will total approximately 11,685 square feet, of which 2,639 square feet will be covered, and the remaining 9,046 square feet will be outdoors. Surface -level parking spaces are located along the perimeter of the site. Vehicular circulation generally follows a counter -clockwise rotation, with vehicles entering from the southern driveway into a one-way drive aisle that transitions into a two-way drive aisle north of the proposed playground and continues between the west bank of parking spaces. The existing trash enclosure will remain in its existing location at the northwest corner of the site. The overall lot coverage will be reduced with the elimination of the existing thirty-six (36) parking spaces HAPLAN\Planning & Zoning COMM\P&Z 2025\Staff Reports\PZ-03-25 1040 W Northwest Hwy (CU-Daycare)_DRAFT.docx 2 Page 47 of 233 and associated asphalt located north of the building to accommodate the outdoor `natural' playground area. Traffic and Parking: As previously stated, the proposed daycare facility will employ 49 employees and have a licensed capacity of 339 children. Per the zoning code, daycare centers are required to provide one (1) parking space per employee and one (1) space per ten (10) licensed capacity slots, resulting in a total requirement of 83 parking spaces, including a minimum of four (4) ADA accessible spaces. The proposed site plan provides 86 parking spaces, which meets and exceeds zoning requirements. Of these, 49 spaces located along the north and east sides of the site will be restricted for employee use, and the remaining 37 spaces along the west and south sides will serve as parking spaces for drop-off and pick-up and drop-off. A Traffic Impact Study (TIS), prepared by Stonefield Engineering & Design, was initially based on an average drop-off/pick-up service time of 7 minutes based on a 951h percentile parking demand rate. A summary of the findings of the TIS states that the daycare center will not have a significant impact on the traffic operations of Northwest Highway and the parking supply would be sufficient to support the development. The TIS concludes that a maximum of 21 parking spaces would be required to accommodate peak demand; the proposed site plan will provide 37 parking spaces and would be sufficient to support the drop-off and pick-up operations of the proposed development. Upon review, the Village Engineer requested that the analysis be revised using a more conservative 12-minute average service time to better reflect variability in drop-off and pick-up operations. The Village Engineer also recommended locating the drop-off/pick-up area on the west side of the building to optimize vehicle queuing space and to narrow the driveway along the front of the building to a single lane width, and provide striping and signage to direct traffic one-way, eastbound. This would discourage vehicles entering the site from making an immediate left turn into the drive aisle serving the ADA accessible parking spaces creating potential backup onto Northwest Highway. In response, the petitioner submitted revised traffic impact studies incorporating a 15-minute service time and 12-minute service time. The updated analysis using a 15-minute service time determined that 47 parking spaces would be required to accommodate peak demand-10 more parking spaces would be required than the plan currently provides. The updated analysis using a 12-minute service time determined that 34 parking spaces would be required to accommodate peak demand— 3 spaces less than the number of drop-off/pick-up spaces provided. The TIS also states that if the average drop- off/pick-up time were 13 minutes, the 95th percentile parking demand would be 37 spaces, which is equal to the number of drop-off/pick-up spaces provided. Average Service Time Parking Demand Rate Parking Spaces Required for Drop-off/Pick-up 7 minutes 95th percentile 21 12 minutes 95th percentile 34 13 minutes 95th percentile 37 15 minutes 95th percentile 47 While the development exceeds the parking requirements mandated by the zoning code and the qualitative analyses determines that sufficient parking is provided based on a 12-minute service time, HAPLAN\Planning & Zoning COMM\P&Z 2025\Staff Reports\PZ-03-25 1040 W Northwest Hwy (CU-Daycare)_DRAFT.docx 3 Page 48 of 233 staff will require additional parking spaces to be land banked to ensure that traffic will not back up onto Northwest Highway. As a condition of approval, the petitioner will be required to reserve space on -site for 5 additional parking spaces, and these land banked spaces will be constructed if demand warrants. The Landbank Parking Plan (attached as Exhibit B) has identified 5 parking lot islands that may be converted for the additional parking spaces. After the daycare facility opens, the Public Works Department will monitor parking activity during peak hours. Within six (6) months of opening, the Village Engineer will evaluate whether additional parking is needed. If deemed necessary, the owner will be required to construct the land banked spaces within six (6) months of notification, unless an extension is granted. Deliveries: Deliveries will be limited to off-peak hours (in between drop-off/pick-up, or before/after daycare hours) and will be serviced by typical box trucks. No large trucks are anticipated. Building Floor Plans: The petitioner proposes an expansion of 2,860 square feet of the first floor of the building by eliminating the twelve (12) existing covered parking spaces to accommodate the indoor playground. The existing warehouse room on the first floor will be converted into four (4) infant rooms, four (4) toddler rooms, lobby, vestibule, restrooms, utility and storage rooms, and an indoor playground. The indoor playground will be enclosed by a fence and glass sliding doors with direct access to the outdoor playground. The second level will house nine (9) additional toddler rooms and four (4) pre-K rooms. Building Elevations: The existing building materials —primarily brick, fascia, and a metal roof —will remain largely unchanged, preserving the current fapade. Modifications to the north elevation, adjacent to the proposed playground, will include the installation of large sliding glass doors. Additionally, the existing drive-in door openings on the first floor along the north elevation will be replaced with expansive windows to serve the infant rooms. Further enhancements include new glazing along the second floor of the east elevation and both the first and second floors of the west elevation. Landscaping: A substantial amount of existing landscape screening, primarily consisting of evergreen shrubs and arborvitae, is located along the west, north, and east perimeters of the site. The petitioner will provide additional perimeter landscaping consisting of a variety of shrubs to complement the existing shade and ornamental trees on the subject property. A four -foot (4') wide band of foundation Landscaping will be provided on the north and south elevation of the new building, and on the south and east elevation of the existing building. Shade trees and live coverage will be added to parking lot islands throughout the site. The existing freestanding signs will have a minimum of two square feet of Landscaping per square foot of sign face added to the base of the podium. The trash enclosure and ground mounted mechanical equipment will be screened with six-foot (6') tall arborvitae. The petitioner provided a tree inventory of 31 existing trees on the subject property and noted the removal of three (3) trees to allow for the construction of the new playground. A fully compliant Landscape and irrigation plan will be required as part of building permit submittal. Lighting: Seven (7) existing light poles located within the existing curbed landscape islands will be replaced and one new light pole is proposed south of the building. An additional two (2) wall mounted Lights are proposed on the north fapade of the building facing the outdoor playground. A fully compliant photometric plan will be required as part of building permit submittal. HAPLAN\Planning & Zoning COMM\P&Z 2025\Staff Reports\PZ-03-25 1040 W Northwest Hwy (CU-Daycare)_DRAFT.docx 4 Page 49 of 233 Signage: A 12' x 7' canopy is proposed at the front entrance of the building. The petitioner intends to install one canopy sign that will serve as the primary signage on the proposed canopy. The petitioner intends to reuse the existing freestanding sign located just west of the ingress driveway on the Northwest Highway frontage. No signage relief has been requested or will be approved as part of this conditional use request. Any signage proposed for the subject property will be required to meet the standards in Chapter 7 of the Village Code. Existing Nonconformities: The following existing site conditions are noted as existing nonconformities and will be allowed to continue as part of the conditional use approval: • The reduced parking setbacks along the interior side yards (west and east) and rear yard, as required by Section 14.1504(D); • The substandard stall width and length of the 60-degree angled parking spaces located along the east side of the property, as required by Section 14.2206(A); and • The existing landscape composition along the perimeter of the subject property does not meet the 50/50 mix of deciduous and evergreen shrubs, as required under Section 14.2304(B)(2). Other Departments: Public Works, Building & Inspection Services, and the Fire Department provided comments on items to be provided at the time of building permit submittal. These comments can be found in the Village review letter dated May 14, 2025. COMPREHENSIVE PLAN DESIGNATION The Future Land Use Plan in the Village Comprehensive Plan designates the subject property as Neighborhood Center which includes uses such as a daycare center. The proposed daycare is consistent with the Comprehensive Plan as it would provide childcare services available to the local community. 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: "Motion to approve: 1. A conditional use to allow the operation of a daycare for the subject property located at 1040 West Northwest Highway, subject to the following conditions: a. The subject property shall be developed in general compliance with the approved development plans which consist of the following: i. Final Engineering Plans titled "Site Development Plans For 1040 W Northwest Hwy Proposed Daycare Facility & Natural Playground", as prepared by Stonefield Engineering & Design, with the latest revision date of 05/06/2025; HAPLAN\Planning & Zoning COMM\P&Z 2025\Staff Reports\PZ-03-25 1040 W Northwest Hwy (CU-Daycare)_DRAFT.docx rJ Page 50 of 233 ii. Architectural Floor Plans, consisting of 2 sheets, Sheets SA-1.1 and SA-1.2, as prepared by Jarmel Kizel, with the latest revision date of 03/14/2025; iii. Exterior elevations, consisting of 1 sheet, Sheet SA-1.4, as prepared by Jarmel Kizel, and dated 03/14/2025; and iv. Landbank Parking Plan, as prepared by Stonefield Engineering & Design, and dated XX/XX/2025. b. The petitioner shall address all comments included in the Village review letter dated May 14, 2025; c. The proposed business shall be licensed by the State of Illinois as a daycare center. A copy of the license issued by the State of Illinois in order to operate a day care center at the subject property shall be placed on file with the Director of Community Development; d. Compliance with all applicable Village Code requirements, including, but not limited to, fire code, lighting regulations, landscaping regulations, sign code regulations, environmental health regulations, and building regulations; e. An amendment to this conditional use shall be required prior to any future expansion of this daycare center; f. Drop-off/pick-up parking shall be restricted to the west side of the daycare facility and employee parking shall be restricted to the east and north sides of the daycare facility as illustrated in the "Parking Delineation Map", Sheet C-3 of the site development plans; g. All children of the daycare center shall be walked in and walked out of the daycare center by a parent or individual authorized to drop-off and/or pick-up the child; h. A separate Landbank parking plan shall be provided prior to the Village Board meeting; and i. After opening, the Public Works Department shall observe and monitor parking during peak times. Within six (6) months after opening, the Village Engineer shall determine if additional parking spaces are required based on parking demand. If it is determined that additional parking spaces are required, the property owner shall be required to construct the additional parking spaces provided in the Landbank Parking Plan within six (6) months of notice unless additional time is granted bythe Village. The Village Board's decision is final for this case. ATTACHMENTS: / ADMINISTRATIVE CONTENT (Zoning Request Application, Responses to \ Standards, etc...) / concur: Jason C Shallcross, AICP, CEcD Director of Community Development PLANS (Plat of Survey, Site Plan, etc.) OTHER (Supplemental Information, Public Comments Received, etc...) HAPLAN\Planning & Zoning COMM\P&Z 2025\Staff Reports\PZ-03-25 1040 W Northwest Hwy (CU-Daycare)_DRAFT.docx R Page 51 of 233 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 be taken to provide ingress and egress so designed as to minimize traffic congestion in the public streets; 6. That the proposed conditional use is not contraryto 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 Village's B-1 zoning district is intended to provide a transitional area between residential and retail/commercial areas. In 2011, the Village commissioned a study of the Northwest Highway corridor to consider ways to improve this vital corridor within the Village's boundaries. The Village determined that it should expand certain desired uses along the corridor including grocery stores, restaurants, retail, entertainment uses, and family -friendly uses. Pursuant to interviews with residents, the Village officials determined that many Village residents are concerned with the number of vacant properties, which they determined contributed to a "lack of visual interested" along the corridor. The petitioner states 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 because nothing intended or contemplated by the petitioner will be detrimental, or contrary, to the general welfare of the Village residents. The petitioner further states that the proposed conditional use is the type of family -friendly use intended for the B-1 zoning district. The petitioner asserts that the proposed use will not be injurious to the uses and enjoyment of other property in the immediate vicinity, nor substantially diminish and impair propertyvalues within the neighborhood. The petitioner states that the proposed daycare is the type of transitional use that provides for a transitional area between residential and business districts as intended for the B-1 zoning district. The petitioner notes that the proposed conditional use will not impede normal and orderly development of the surrounding property, rather it will likely encourage other prospective developers and business operators to explore opportunities in the area as it will revitalize a near vacant property into a dynamic daycare center that will provide a much - needed service to village residents. The petitioner vows to work with village officials to ensure that the property will have adequate infrastructure that will be adequately maintained. The petitioner will impose certain operating procedures to ensure that ingress and egress will minimize traffic congestion in the HAPLAN\Planning & Zoning COMM\P&Z 2025\Staff Reports\PZ-03-25 1040 W Northwest Hwy (CU-Daycare)_DRAFT.docx 7 Page 52 of 233 public streets, and recognizes Northwest Highway as an important traffic corridor in the Village. The petitioner will require that all students of the daycare shall be walked in and out of the daycare center by a parent. Per the petitioner, the proposal aligns with the objectives of the Village Comprehensive Plan, and also aligns with the Northwest Highway Corridor Plan. The petitioner also states that the daycare will operate in a manner that conforms to the existing regulations as well as to all subsequent regulations that may be adopted by the corporate authorities. Per the petitioner, the proposed daycare will provide a much -needed resource to Village residents as well as to parents who work in the Village and need a daycare center that is conveniently located to their offices. The proposed daycare is a family -friendly use that is consistent with the types of uses Village residents explicitly identified as desirable along the Northwest Highway corridor. The petitioner, along with The Nest, will provide Village residents with a daycare center that will have a state -of -the art design, high level amenities and first-rate learning programs. Staff's Findings: Staff has reviewed the petitioner's request for conditional use approval for a daycare center and finds that the standards have been met. Staff finds that the proposal will not endanger public health, safety, morals, comfort, or general welfare. The proposed use is consistent with the types of uses supported in the Village's long-range planning documents and is expected to contribute positively to the revitalization along this part of the Northwest Highway corridor. The daycare will not be detrimental to public health, safety, or welfare and will not negatively impact surrounding property values or the enjoyment of nearby uses. Instead, it will enhance the vitality of the area by activating a property that has sat underutilized for a long time, and will offer a high -quality, conveniently located service to local families and employees. The petitioner states that the facility will be developed and operated in full compliance with applicable regulations and will include appropriate infrastructure, traffic management measures, and safe drop-off and pick-up procedures. Overall, staff believes that the proposed conditional use will support the Village's long-term planning objectives while addressing a community need. Based on the information submitted, the surrounding uses, and the proposed development's compliance with the Village's zoning ordinance and long-range planning documents, staff recommends approval of the conditional use request. HAPLAN\Planning & Zoning COMM\P&Z 2025\Staff Reports\PZ-03-25 1040 W Northwest Hwy (CU-Daycare)_DRAFT.docx 8 Page 53 of 233 Exhibit B Landbank Parking Plan —x x- n - s'. s.z rRuvs nrir xte Lu"r i._ .. .✓ SPACE SPAC EXOS'l-OWf" TRASH J i 9" 71�i r I' Rk4ft YARD lFA M BNG 4EfXACN F � ---- P€ ! - .—... PFYCIFYJSECI 5T13F' BAR & t REMAIN /�I f W ( ( y c C7Q} N47T ENTI ER' S'IC'N PROPOSED B FT DECORATUF ALIJMINUIhtI r€ FENCE CAR APPROVED ALTERNATE TYP. (r 11, r fir), L� PROPOSED 444fi SF I, C PROPOSED/ - '...°...` OUTDOOR'WATURAd.' PLA'dC POUND r "' PROPOSED 4' WIDE !/ pATHWAY(TYpp PLAYGROUND f•^' ;, YELLOW 5TR€PING (1FYP.) 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REMAIN `€`urJLLAR '(4 TYP.} FLCYNY ARROW (TYp.p PROpOSE0:15TGP BAR& ITS 'DO NOT INTER WGN PFtOPOSE!Cl 4T4JI"& UO r'`r"p'ry (' ErvT NOT ENTER' S€G'N5 i f ^vim d Y � ,_, c� r ('-ro �Yr t Atq" w.. E)415T[NC. ~NECM"`^w. PROPOSED'ARE LANE FROPOSEU COMMECTOCIM 4J PARKkNG' 5dGN (TYP.} ENT I D k N 11 I'CY E>R'oT€WG RIUH F;�11F-WAY FOUNDATJOR+ITO BE RELYSED f SOP.YEVMAV.K I EXISTING INGRESS T NILY URVVEYVAY Td,?REMAIN 14 �o q y HAPLAN\Planning & Zoning COMM\P&Z 2025\Staff Reports\PZ-03-25 1040 W Northwest Hwy (CU-Daycare)_DRAFT.docx 9 Page 54 of 233 Check if Same as Applicant Name: Patrick Hennelly Corporation: H2L, Inc. Address: 1040 W Northwest Highway City, State. ZIP Code: Mount Prospect, IL 60056 Email: phennelly@weldy-lamont.com In consideration of the information contained in this petition as well as all supporting dwoumentmdmn, it is requested that approval bagiven tothis request. The applicant isthe owner urauthorized representative of the owner of the property. The petitioner and the owner of the property grant anmp|pypee of the Village of Mount Prospect and their agent's permission toenter mn the property during mmmspnab|m hours for visual inspection of the subject property. | hereby affirm that all |r application are true and Applicant: and |nall materials submitted |nassociation with this Date: 03/14/2025 voe Namt If applicant hnot property owner: | hereby designate the applicant to act this Page 55 of 233 Affidavit of Ownership COUNTY OF COOK STATE OF ILLINOIS Z 1, -lee t r, (C. under oath, state that I am (print narne) [:1 the sole owner of the property L1 an owner of the property authorized officer for the owner of the property Subscribed and sworn to before me this day of 2025. Z Notary Public Notary Public, State of Illinois ff Official Seal e n N otary Michael , Dean Weis COMI'llission # 987180 My ,M11 sslo (,Oa11 xp My Commission Expires 2/16/2028 E ire s 2116 12028 IN M Page 56 of 233 , r , TRUSTEE'S DIED This Indenture, made this 7th day of September, 2011 between BankFlnancial F.S.B., a Federal savings bank, duly authorized to transact business in the State of Illinois, not personally but solely as Trustee under that certain Trust Agreement dated the 13th day of March 2009 and known as Trust Number 010994 Grantor, does hereby CONVEYAND QUITCLAIM unto H2L, Inc„ an Illinois corporation whose address is 1008 E. Northwest Hwy, Mt. Prospect, IL 60056 Grantee, Doc#: 1126233021 Fee: $40.00 Eugene "Gene' Moore RH9P Fee:$10.00 Cook County Recorder of Deeds Date: 09/19/2011 09:59 AM Pg: 1 of 3 for and in consideration of the sum of Ten and no/100 Dollars ($10.00) and other good and valuable consideration, in hand paid, the following described Real Estate situated in the County of Cook, State of Illinois, to wit: See Rider A attached hereto and made a part hereof Permanent Index Number: 03-33-407-025-0000 Property Address: 1040 West Northwest Highway, Mount Prospect, IL 60056 IN WITNESS WHEREOF, said Grantor has caused its corporate seal to be hereto affixed, and has caused its name to be signed to these presents by its Trust Officer and its Assistant Trust Officer the day and year first above written. BankFinanclal, F.S.B., not personally but solely as Trustee biLC by — — 11==Tr��uest FFFFFO-----fficer Assistant Trust Officer STATE OF ILLINOIS) SS COUNTY OF 1, the undersigned, a Notary Public in and for said County, in the State aforesaid, do hereby certify that the Trust Officer and Assistant Trust Officer of BankFinancial FSB, personally known to me to be the same persons whose names are subscribed to the foregoing instrument, appeared before me this day in person and acknowledged that they signed, sealed and delivered the said instrument as their free and voluntary act, for the uses and purposes therein set forth, including the release and waiver of the rights of homestead. Given under my hand and notarial seal this '/—_ day of My Commission Expires: Prepared by: BankFinancial F.S.B. Land Trust Department 15W060 North Frontage Road Burt Ridge, IL 60527 Box 400-CTCC S Not ub is � P After recording mail to: S ^. �. SC' ICIAL SEAL" Z Lisaatn ctebfNon. 8 or,*ft $/�/2014 Paae 57 of 233 1126233021 D Page: 2 of 3 Under penalties of perjury, I declare that I have examined this Affidavit and, to the best of my knowledge and belief, R is true, correct and complete. SELLER: BF ASSET RECOVERY CORPORATION, An Illha ' corporation By: Donald F. Stelter, its President ACKNOWLEDGEMENT STATE OF ILLINOIS ) SS COUNTY OF COOK I, the undersigned, a Notary Public in and for said County, in the State aforesaid, DO HEREBY CERTIFY THAT, Donald Stelter, the Director of BF ASSET RECOVERY CORPORATION, an Illinois corporation, appeared before me in person and acknowledged that he signed and delivered the foregoing instrument as his free and voluntary act and the free and voluntary act of the Company for the purposes set forth herein. yh Given under my hand and notarial seal this _ day of September, 2011. / 1. , 9, L&'& .J NotaryPublic My commission expires on 7 — 7 -i 3 STATE OFILLINOIS kJ REAL ESTATE TRANSFER TAX "OFFICIAL SEAL" S�.13.11 0 0080000 o o Beverly J Kozlowski Illinois 103024 E REAL ESTATTRANSFER TAIL DEPARTMENT OF REVENUE Notary Public, State of My Commiasion Expires 7/7/2013 VIL"R UOUN i T REAL ESTATE TRANSACTION TAX Foo� Z`= SEP.13.11 REV EN U E STAN P Io �RANSIFER EAL ESTATE m TA X 0 040000 0 0 � FP 03022 1126233021 D Page: 3 of 3 RIDER A LEGAL DESCRIPTION Lot 1 in State Farm Subdivision, a part of the East 1/2 of the Southeast 1/4 of Section 33, Township 42 North, Range 11 East of the Third Principal Meridian, in Cook County, Illinois, as shown on the Plat of Subdivision recorded September 28, 1988 as Document No. 88447034. Commonly known as: 1040 West Northwest Highway, Mount Prospect, IL 60056 PIN# 03-33-407-025-0000 Dnm- r'Q of 9'2'2 $0.00 By 06/01/25 IF PAYING LATE, PLEASE PAY Your Taxing Districts 2024 First Installment Property Tax Bill - Cook County Electronic Bill Property Index Number (PIN) Volume Code Tax Year (Payable In) Township Classification 03-33-407-025-0000 235 38020 2024 (2025) WHEELING 5-92 06/02/2025 - 07/01/2025 07/02/2025 - 08/01/2025 08/02/2025 - 09/01/2025 LATE INTEREST IS 0.75% PER $0.00 $0.00 $0.00 MONTH, BY STATE LAW Pension and Amount of % of Pension and Money Owed by Healthcare Amounts Pension and Healthcare Costs Your Taxing Promised by Your Healthcare Taxing Districts Districts Taxing Districts Shortage Can Pay Northwest Mosquito Abatement Wheeling $455,316 $8,630,076 $461,013 94.66% Metro Water Reclamation Dist of Chicago $3,126,243,000 $3,151,727,000 $1,449,923,000 54.00% Mt Prospect Park District $34,370,083 $36,220,947 $3,999,183 88.96% Harper Coll Comm College 512 (Palatine) $322,598,943 $32,974,963 $32,974,963 0.00% Township HS District 214 (Arlington Hts) $90,904,159 $296,515,358 $1,194,163 99.60% Mount Prospect Public School District 57 $13,474,975 $30,139,252 $10,497,291 65.17% Village of Mount Prospect $171,861,845 $385,434,723 $140,636,940 63.51% Town of Wheeling $32,449 $5,659,083 $232,813 95.89% Cook County Forest Preserve District $214,441,242 $617,834,550 $382,643,760 38.07% County of Cook $8,262,580,154 $26,512,006,772 $14,493,276,944 45.33% Total $12,236,962,166 $31,077,142,724 $16,515,840,070 For a more in-depth look at government finances and how they affect your taxes, visit cookcountytreasurer.com URGENT: Your 2023 taxes (due in 2024) are delinquent. Pay at cookcountytreasurer.com from your bank account or credit card. 2023 TOTAL TAX 93,433.36 2024 ESTIMATE X 55% 2024 1st INSTALLMENT = 51,388.35 The First Installment amount is 55% of last year's total taxes. All exemptions, such as homeowner and senior exemptions, will be reflected on your Second Installment tax bill. 1040 W NORTHWEST HWY MOUNT PROSPECT IL 60056 *** Please see 2024 First Installment Payment Coupon next page *** H2L INC 1040 W NORTHWEST HWY MT PROSPECT IL 600562317 Page 60 of 233 2024 First Installment Property Tax Bill Cook County Payment Coupon Pursuant to Cook County Ordinance 07-0-68, if you are a mortgage lender, loan servicer, or agent of any entity within the meaning of 35 ILCS 200/20-12, you may not pay using a downloadable tax bill unless you pay the $5 duplicate bill fee. DE rACH & INCLUDE wI rH PA MEN r T1LG Property Index Number (PIN) Volume $0.00 Cook county eBill 03-33-407-025-0000 235 By 06/01/25 Click to may online Amount Paid If paying later, refer to amounts above. Click to update Mailing Name/Address SN 0020240100 RTN 500001075 AN (see PIN) TC 008922 $ 00202401002033340702500003008922400000000000000000000000000000000000000000000 This is an Official Downloadable Tax Bill Payment Coupon. COOK COUNTY TREASURER Please process this coupon along with payment presented. PO BOX 805436 CHICAGO IL 60680-4116 03334070250000/0/24/E/000000000IP,ic3e61 of233 March 11, 2025 RE: 1040 W. Northwest Highway, Mt. Prospect, Illinois (the "Property") To Whom it May Concern: The undersigned is the President of H2L, Inc., an Illinois corporation (the "Owner"), the owner of the Property. Please let this letter serve as the Owner's confirmation that it is under contract to sell the Property to W Northwest MP LLC, an Illinois limited liability company, as assignee of Harmony Capital Group LLC, pursuant to that certain Purchase and Sale Agreement dated November 7, 2024. If you have any questions, please contact me directly at i�i��;pneliy w-,1d. -1,ai-norft.cotYi Thank you, Page 62 of 233 STANDARDS FOR APPROVAL OF A CONDITION USE No conditional use shall be recommended for approval by the Planning and Zoning Commission unless it finds the following: 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: The establislunent, maintenance, and operation of the proposed conditional use will not be detrimental to, or endanger the public health, safety, morals, comfort, or general welfare. Nothing intended or contemplated by the Petitioner will be detrimental, or contrary, to the general welfare of the village residents. On the contrary, the Petitioner's proposed conditional use is the type of family -friendly use intended for the B-1 zoning district. 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: 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. The Property is in the Village's B-1 Business Office District. The Village's B-1 zoning district is intended to provide a transitional area between residential and retail/commercial areas'. The attached Context and Connections Map confirms that the Property is bounded by residential zoning districts to the north, east, and west. The proposed daycare is the type of transitional use that provides for a transitional area between residential and business districts as intended for the B-1 zoning district. If the conditional use is approved, the Petitioner will occupy and revitalize a now vacant property and provide a much - needed service to village residents. 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. The establishment of the proposed conditional use will not impede the normal and orderly development and improvement of the surrounding property, rather it will likely encourage other prospective developers and business operators to explore opportunities in the area as it will revitalize a now vacant property into a dynamic daycare center that will provide a much -needed service to village residents. I Village Code of Mount Prospect, Illinois, Section 14.1501. Page 63 of 233 4. That adequate public utilities, access roads, drainage andlor necessary facilities have been or will be provided. Adequate public utilities, access roads, drainage and/or necessary facilities have been or will be provided. The Petitioner will work with village officials to ensure that the Property will have adequate infrastructure and that such infrastructure will be adequately maintained. 5. That adequate measures have been or will be taken to provide ingress and egress so designed as to minimize traffic congestion in the public streets: The Petitioner has designed its site plan, and will impose certain operating procedures, that will ensure that the ingress and egress will minimize traffic congestion in the public streets. The Petitioner recognizes that Northwest Highway is an important traffic corridor in the village. The Petitioner will require that all students of the daycare shall be walked in and walked out of the daycare center by their parents. This policy will be in lieu of a student drop-off point, which can cause vehicles to stack in a manner that results in congestion on the access street (Northwest Highway). 6. That the proposed conditional use is not contrary to the objectives of the current Comprehensive Plan for the Vllage: The proposed conditional use is consistent with the objectives of the current Comprehensive Plan. In 2011, the Village commissioned a study of the Northwest Highway corridor (the "Corridor") to consider ways to improve this vital corridor within the Village's boundaries. The Village detennined that it should expand certain desired uses along the Corridor including grocery stores, restaurants, retail, entertainment uses, and family -friendly uses.2 Pursuant to interviews with residents, the Village officials detennined that many Village residents are concerned with the number of vacant properties, which they determined contributed to a "lack of visual interest" along the Corridor.3 The proposed conditional use will provide a family -friendly use, and it will result in occupying and revitalizing a now vacant property, which will satisfy two concerns identified in the Northwest Corridor Plan. 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 & Zoning Commission. The Petitioner shall operate its daycare business in a manner that conforms to the existing regulations as well as to all subsequent regulations that may be adopted by the corporate authorities. Z The Northwest Highway Corridor Plan, adopted on June 7, 2011, pages 18-20. 3 Ibid, page 20. Page 64 of 233 R-' ` a. ZONE - - W �� I- w § LU 5 a ` S-.C3 AF s O gQ \ M Ex OATS: PROJECT _ 100, 0' 100, 200' TCONTEXT AND CONNECTIONS MAP GRAPHIC SCALE IN FEET EEr. E-3 i° = 100' rn 0 4, N W W RIDER A LEGAL DESCRIPTION LOT 1 IN STATE FARM SUBDIVISION, A PAT OF THE EAST `/2 OF THE SOUTHEAST 1/4 OF SECTION 33, TOWNSHIP 42 NORTH, RANGE 11 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN COOK COUNTY, ILLINOIS, AS SHOWN ON THE PLAT OF SUBDIVISION RECORDED SEPTERMBER 28, 1988 AS DOCUMENT NO.88447034. Commonly known as: 1040 West Northwest Highway, Mount Prospect, IL 60056 PIN#: 03-33-407-025-0000 Page 66 of 233 PROJECT NARRATIVE PETITION FOR PROPOSED DAYCARE CENTER AT 1040 W NORTHWEST HIGHWAY MOUNT PROSPECT ILLINOIS Petitioner: Property: PIN: Property Owner: Zoning District: Lot and Building Size: Proposed Development: Zoning Relief Requested: W Northwest MP LLC, an Illinois limited liability company 1040 W Northwest Highway, Mount Prospect, IL 60056 03-33-407-025-0000 H2L, Inc., an Illinois Corporation B-1 Business Office District Lot size is 2.08 acres; 2-story building- 18,900 square feet Petitioner seeks to develop the Property to operate a daycare center. Conditional Use to operate a daycare center. I. INTRODUCTION: W Northwest MP, LLC, an Illinois limited liability company (the "Petitioner") is the contract buyer of 1040 W Northwest Highway, Mount Prospect, IL 60056 (the "Property"). The Petitioner, along with The Nest Schools Inc., seeks to develop the Property to operate a daycare center. The Property is in the Village's B- 1 zoning district. The operation of a daycare center in the Village's B-1 zoning district requires a conditional use permit. II. SUMMARY OF THE PROPOSED DAYCARE OPERATIONS: The Petitioner, along with The Nest Schools Inc ("The Nest"), seeks to operate a daycare center (the "Center") in the two-story 21,760 square foot building, which includes a proposed expansion of the existing 18,900 square foot building. The Center will eventually accommodate up to 339 children between the ages of six weeks to five years old, with the availability of before and after school and summer care for children up to twelve years of age. At full capacity, the Center will have approximately 39 full-time and ten part- time employees. The Center's hours -of -operation will be 7:00 am to 7:00 pm Monday through Friday. The Center will include state of the art Nest design, including high -end but low maintenance finishes on walls, ceilings and flooring, a standard colorful paint scheme that differentiates The Nest from its older competitors, as well as the full complement of technology, including security cameras, teacher/parent communication devices, and air cleaning machines. A commercial kitchen will be included to provide nutritious lunches and food service for its children. Large natural playgrounds are a key feature for Nest centers and its children. The Nest's playgrounds provide park -like settings, which are designed to have the children appreciate and learn from nature. Representative images of other Nest playgrounds are appended hereto as Exhibit 1. The Center's intended playground will be approximately 11,685 square feet; 2,639 square feet of the playground will be covered (see the site plan, which is appended hereto as Exhibit 2. The proposed covered playground will provide students with an opportunity to engage in playground activity Page 67 of 233 throughout the year regardless of inclement weather. The playground shall be enclosed on all sides to ensure the safety of its students (see Site Development Plans). A key element of the Nest's success is its ability to leverage the economies of scale by providing childcare to approximately 339 children, which through increased profit margins allows the Nest to make a substantial investment in its large, natural playgrounds and allows it to provide high -quality, nutritious meals for its children. III. ABOUT THE NEST: The Nest is a rapidly growing, leading provider of early childhood education. It will soon have 54 locations in ten states. The Nest's website (thenestschool.com) provides a thorough description of the company's philosophy, a list of locations, and its unique features. The Nest is a leader in the industry for the following reasons: A. The Nest thoughtfully considers optimal design elements to cultivate the ideal learning environment: — Initial construction activity will include installing LED lighting, vision panels, doors, cabinetry, plumbing, Natural Playgrounds, and other Nest -branded elements. B. Proprietary, "play -based" curriculum is modern, paperless, and research -inspired. — The curriculum is augmented with fitness -inspired wellness programs, fine arts & classical music, and basic life skills. — The curriculum cultivates development of life skills, self -efficacy, emotional resilience, critical thinking, risk taking and problem solving. C. Learning management platform for staff training and continuing education is a key driver of employee engagement and retention which leads to highly skilled care of the children. — Unparalleled staff and director training and support. — In-house development of its own "Nest University". — Staffs access to a comprehensive course catalog, dashboards, activity stream, learning plans. D. Tools augmenting the Family/Child experience. — "Nest Notes" app for parent communication, providing near real-time updates, including reports on activities, diet, nap & diapering schedule and participation in enrichment programs. — Digital signage used throughout locations to communicate important messages, track school and classroom -level data. E. Tools facilitating employee productivity and consistent adherence to standard protocols: — Project management platform, searchable Intranet of shared knowledge/documents, security and facility management technology, CRM, and market research tools. 2 Page 68 of 233 IV. PROJECT DATA: The following is a summary of the proposed project data that is fully represented in the site plan appended hereto as Exhibit 2. A. Total parcel is 2.08 acres located B-1 zoning district. B. Proposed 21,760 square feet daycare center': — The Petitioner proposes an expansion of 2,860 square feet of the rear portion of the building, which will reduce the portion of the existing covered garage. (See proposed site plan). — Proposed 11,685 square feet natural playground area of which 2,639 square feet shall be covered. The outdoor portion of the playground will be approximately 18 inches below the covered portion of the playground. C. 86 parking spaces are proposed including four ADA compliant spaces located in front of the building; 83 spaces are required. The two existing driveways located within IDOT right-of-way shall remain. D. 12'x 7' Canopy added to the front entrance of the building. E. Two existing non -conformities are proposed (Petitioner does not propose to expand the existing non -conformities): — Minimum side and rear yard parking setback — 60-degree parking spaces located on the east side of the Property F. Redevelopment totals ±0.50-acres of disturbance. — Since the proposed project includes less than one-half acre of development and does not include qualified sewer construction, a Watershed Management Ordinance permit will not be required.' — The Petitioner proposes to increase the pervious area by installing a natural playground. G. The landscaping plan shall conform to the village code and regulations (see pages 5-6 of the Site Development Plans). H. No mapped FEMA floodplains or wetlands have been identified on the Property. 1 The existing building is 18,900 square feet. 2 See attached letter from Metropolitan Water Reclamation District, February 18, 2025. 3 Page 69 of 233 V. PETITIONER'S DEVELOPMENT PLANS AND INTENDED BUSINESS OPERATIONS HAVE BEEN REVISED TO BE RESPONSIVE TO PRE - PETITION COMMENTS BY VILLAGE STAFF. On January 23, 2025, the Petitioner submitted a formal request to village staff for a Concept Plan Review. Staff responded in a timely manner on January 29, 2025, with written comments to the Petitioner's request for a Concept Plan Review. A copy of staff's written response is appended hereto as Exhibit 3 ("Staff Response"). The numbered responses below correspond to the numbered comments in the Staff Response: 1. Since the proposed project includes less than one-half acre of development and does not include qualified sewer construction, a Watershed Management Ordinance permit will not be required. A copy of the letter from the Metropolitan Water Reclamation District of Chicago is attached hereto as Exhibit 4. 2. The Petitioner has provided a Traffic Impact Study ("TIS") as requested by village staff. A summary of the findings of the TIS follows: The Petitioner's proposed use will not have a significant impact on Northwest Highway. The TIS concluded that at peak drop-off hour will require a maximum of seventeen parking spaces; the proposed site plan will provide 37 parking spaces for parents. 3. As previously mentioned, the proposed natural playground will be 11,685 square feet; 2,639 square feet of the playground will be covered. The covered portion of the playground shall be enclosed with glazed and sliding doors (see architectural plans). The outdoor portion of the playground shall be enclosed with a 6' fence. Enclosing the playground on all sides will ensure the safety of the children. 4. Additional signage and striping have been provided (see page seven of the Site Development Plans). 5. The Petitioner will require that all students of the Center be walked in and walked out of the Center by their parents. 6. The parking lot shall be restriped to provide the required number of accessible spaces. 7. Windows and sliding doors will be added the building (see Architectural Plans - Existing and Proposed Elevations). The Petitioner may power wash the brick exterior. 8. As previously mentioned, the covered portion of the playground shall be enclosed with glazed and sliding doors (see architectural plans). The outdoor portion of the playground shall be enclosed with a 6' fence. Enclosing the playground on all sides will ensure the safety of the children. 9. The attached Site Development Plan includes a landscape plan, photometric plan, playground fencing and signage. 0 Page 70 of 233 10. The Petitioner shall comply with all rules and regulations set forth in the village's Building Code. 11. Petitioner will provide a sprinkler system that complies with NFPA 13. 12. Petitioner will provide a fire alarm system. 13. Additional means of egress has been provided on the westside of the building; a door has been added to rear portion of the proposed building expansion. An accessible ramp is proposed on the southeast portion of the building, which will be conveniently located by the four accessible parking spaces. 14. Petitioner shall provide an egress plan for the entire building at the time it applies for building permits. VI. THE PROPOSED DAYCARE CENTER WILL OPERATE IN A MANNER THAT WILL ENSURE ITS COMPATIBILITY WITH OTHER PROPERTIES IN THE AREA. The Village's B-1 zoning district is intended to provide a transitional area between residential and retail/commercial areas'. In 2011, the Village commissioned a study of the Northwest Highway corridor (the "Corridor") to consider ways to improve this vital corridor within the Village's boundaries. The Village detennined that it should expand certain desired uses along the Corridor including grocery stores, restaurants, retail, entertainment uses, and family -friendly uses.' Pursuant to interviews with residents, the Village officials determined that many Village residents are concerned with the number of vacant properties, which they determined contributed to a "lack of visual interest" along the Corridor.' The Property is currently vacant. The Petitioner's proposed daycare center will provide a much -needed resource to Village residents as well as to parents who work in the Village and need a daycare center that is conveniently located to their offices. The Property is adjacent to residential zoning districts. A Context & Connections Map is appended hereto as Exhibit 5. The proposed daycare center is a family -friendly use that is consistent with the type of uses Village residents explicitly identified as desirable along the Corridor. The Petitioner, along with The Nest, will provide Village residents with a daycare center that will have a state-of-the-art design, high level amenities and first-rate learning programs. VIL PARKING AND TRAFFIC ISSUES. The Petitioner intends to provide 86 parking spaces, which exceeds the 83 spaces required by the Village Code.. The Petitioner will require that all students of the Center be walked in and walked out of the Center by their parents. The Petitioner seeks to avoid any potential stacking of vehicles that could otherwise extend 3 Village Code of Mount Prospect, Illinois, Section 14.1501. 4 The Northwest Highway Corridor Plan, adopted on June 7, 201, pages 18-20. 5 Ibid, page 20. 6 Section 14.2207 of the Village Code requires the following parking ratio for daycare centers: I space per employee plus I space for each 10 licensed capacity slots. At full -capacity, Petitioner will have approximately 339 children and 49 employees. 5 Page 71 of 233 onto Northwest Highway. Based on experience from its established daycare centers, the Petitioner anticipates that many children will arrive as a result of car-pooling and same -family units, which will reduce the volume of traffic on the Property. Arrival and departure times are spread over an approximate t�vo-hour period in the morning and three-hour period in the afternoon. There will be some half -day dismissals that fa tlier spread out the afternoon departures. Based on operations at otlier locations, the arrival and departure cycles are generally five to ten minutes per family. As previously mentioned, TIS indicates that peak drop- off tinieframe will require a maximum of seventeen parking spaces; the proposed site plan will provide 37 parking spaces for parents.' This will avoid vehicles stacking in a manner that could extend to Northwest Highway and cause traffic congestion. In the event of a fire emergency, the Petitioner has determined that a fire truck can safely circumnavigate the site (see Exhibit 6, which is appended hereto). As such, the Petitioner believes that the Property is well -suited to accommodate the onsite traffic associated with its intended use. Unlike many other daycare centers that are in shopping centers, this Property will be dedicated solely to the proposed daycare center. This will provide a predictable and consistent level of traffic, which will promote the safety of its children and its employees. VIII. REQUEST FOR ZONING RELIEF. On behalf of the Petitioner, I respectfully request that the Village approve its request for zoning relief and grant it a conditional use pen -nit to operate a daycare center. Petitioner: W Northwest MP, LEI C, an Illinois limited`hability company By Timothy M. Foley,'one of�>e attorneys for the Petitioner Date: March 17, 2025 7 This is based on the following assumptions: 339 students; average of seven minutes per drop off; two hour drop off timeframe; and 1.2 children per vehicle (carpool, siblings). 6 Page 72 of 233 Page 73 of 233 Page 74 of 233 Page 75 of 233 Page 76 of 233 T v tQ O V v O N W W LAND USE AND ZONING OFF REST PARKING REQUIREMENTS I� � �� • fj PARKING DELINEATION MAP SCALE: V = SO' i SYMBOL - DESCRIPTION W n l i l NOT APPROM FOR CONSTRUCTION Ill � a Lug F - 01 Q pa 4. a W _ W � UG z ' a �= o Z o3" 3 a c a ;_6 w Q' p z "!50 E O a z s=- a SSMELD MalRla oG.:,w: SITE PLAN C-2 i Page 78 of 233 Village ect " COMMUNITY DEVELOPMENT DEPARTMENT (847) 392-60001aobok@monuV)roayucLmg I wwn.oxmutpn,xpooior0 5O8.Emerson Street, Mount Prospect, lL60V56 The proposed project wilt require the following approvals: 0 Conditional use approval for Gdaycare Once the zoning requests are approved by the Village Board, a building permit can be obtained after all of Staff's comments are addressed, fees are paid, and applicable permits are obtained. The comments below are provided to assistyou with the preparation of your concept plan submittal. If any of the coDlrnenba cannot be 8dd[noeod' pieGao be auna that your submittal narrative includes on explanation as to why you were unable to accommodate Staff's comments. Overall Site Plan LayQutand-Engi Items tobmaddressed prior toZoning Approval: 1. The stormwater detention facilities were previously permitted by the MWRD. Weunderstand that the proposed improvements will likely reduce the amount of impervious surface, however, because this is still a change to the tributary area forthe detention facilities, a Letter of Determination should bmobtained from the MVVRD confirming ifaWatershed Management Ordinance (VVMO) permit would berequired. 2. EnoYPVV has no objections to the proposed concept. However, before approving the requested conditional use, the applicant should provide a traffic analysis showing the following: -|dentifxthmpiCk-Up/d[Op-offprocedures. ([)rop-offO[vvaikin? Drop'OUYpiCk-Upimne? Etc.) -VVhot are the peak times, and the anticipated traffic du[ingthoamtimes. Wilt piok-up/drop-offbe staggered? -Is there any impact totraffic along Northwest Hwy. Could traffic stacking backup onto Northwest Highway? Items tobeaddressed prior tOBuilding Permit Issuance: 3. Provide details for the "Natural Playground Area" and any other proposed site improvements. 4. Provide additional signage &striping to direct drop-off/pick-up traffic. Plannina Division Comments 5. Child pick-up and drop-off shall be restricted to the rear entrance only. 8. The parking lot nheK be naatrped to have the appropriate number Of acoawoibia otoiia given the reduction in total parkingstaLls provided, and accessible stalls shalLshare access aisles. 7. Are there any plans to modifythe existing elevations of the building, even if paint only? 8, Howwi[LThe Nest Daycare ensure child safetywhen travelingto and fromthe playground area, and that no children wit[ be able to wander off -premises? Are there rott-up doors on the sides of the 11pngc Page 79 of 233 Village of Mount Prospect COMMUNITY DEVELOPMENT DEPARTMENT building or is it open-air? Can [oU-up doors be added? Pkaaa8 provide o procedure for walking children toand from the playground area. 9. The following shalL be submitted for staff review with the formal zoning request application: o. Signagm'including directional aignagm; b. Playground fencing and equipment; c. A Landscape plan. Additional Landscaping maybe required to satisfy current codes; and d. A photometric plan. Additional lighting maybe required to satisfy current codes. 10. At time of permit, a building cod e analysis is required to be submitted to comply with a LL local and state adopted codes. Include plumbing fixture analysis for plan review. Fire DeDartment Comments 11. A fire sprinkler system in accordance with NFPA 13 will be required for this projectforoKbUiidiOga, Ensure fire sprinkler shop do]vviDgS, hydraulic CaiouiotioDG' and equipment out eh8810 are submitted for review. Village of Mount Prospect Fire Prevention Code, 24.20 12.Afire alarm system will bmrequired for this project. EnaunmfirooiaDnahopdravvngavvhhpnint-to- pointvviringdiognarna. battery load oaiouimtinna' and equipment out sheets are submitted for 13.An additional rne8DS of egress DlUSt be provided for the new proposed occupancy based OD occupancy load and travel distances. 14. An egress plan must be provided for the entire building. This plan must include occupant Loads, travel distances, mgraee widths, and common path oftravel distances. An ag[moa plan will be required when the building plans are submitted for review. Additional exits may be required. Page 80 of 233 IWAI MIMIXIA i Page 81 of 233 Metropolitan Water Reclamation District of Greater Chicago 100 EAST ERIE STREET CHICAGO, ILLINOIS 60611-3154 312.751.5600 February 26, 2025 Kevin Heffernan, P.E. Stonefield Engineering and Design, LLC 555 South Old Woodward Avenue, Suite 12L Birmingham, MI 48009 Dear Mr. Heffernan: Subject: Watershed Management Ordinance Permit Applicability Proposed Day Care Center 1040 West Northwest Highway Mount Prospect, IL BOARD OF COMMISSIONERS Karl K. Steele President Patricia Theresa Flynn Vice President Marceline Garcia Chairman of Finance Precious Brady -Davis Yumeka Brown Cameron Davis Beth McElroy Kirkwood Eire L. Corral SepOlveda Sharon Waller This is in response to your letter, dated February 18, 2025, requesting whether a Metropolitan Water Reclamation District (MWRD) Watershed Management Ordinance (WMO) permit will be required for the subject project. As described in your correspondence and shown on the submitted plans, the proposed project includes a naturalized playground, landscape islands, parking lot modifications, pavement replacement, internal building modifications, and work beneath the roof and second floor of an existing building. Per your letter and electronic correspondence, the existing storm sewer system will be used. Locally required detention was provided under MWRD Permit No. 1988-0782. The area of property holdings appears to be less than 3.0 acres, and less than 0.50 acre of development appears to be proposed. Storm sewers within the combined sewer area (CSA), and sanitary sewers are not proposed. In -kind pavement replacement, without grading or drainage modifications, may be considered maintenance and not development. Since the proposed project includes less than 0.50 acre of development and does not include qualified sewer construction, a WMO permit will not be required. Please note, if the project scope is modified to include new or replacement storm sewers, sanitary sewers, or associated structures, a WMO permit will be required for qualified sewer construction. Prior to conducting any work, be sure to contact the local authorities to obtain any and all approvals for the project. This permit determination is dependent on the information provided and may change if the project scope is modified. If you have any questions, please email me at MihataclieC@mwi-d.org. Sincerely, Constance Mihalache, PhD, P.E. Senior Civil Engineer CM cc: Mayor Paul Wm. Hoefert, Village of Mount Prospect Marek Grabis, MWRD Permit File 1988-0782 PD#31 Page 82 of 233 VIA Page 83 of 233 % 't (DO co All it Page 85 of 233 (Y) CV) CV 4- 0 co M ^co LL Traffic Impact Study Proposed Daycare Facility Parcel ID: 03-33-407-025-0000 1040 W Northwest Highway Village of Mount Prospect Cook County, Illinois Prepared for: W Northwest MP LLC Date: May 13, 2025 SE&D Job Number: DET-240465 0 � John R. Corak, PE Senior Project Manager Kevin Heffernan, PE Senior Project Manager IL P.E. License 062.077227 555 S. Old Woodward Avenue, Suite 12L Birmingham, MI 48009 Page 87 of 233 STONEFIELD ENGINEERING & DESIGN, LLC PROPOSED DAYCARE FACILITY VILLAGE OF MOUNT PROSPECT, COOK COUNTY, ILLINOIS TABLE OF CONTENTS INTRODUCTION......................................................................................................................... I' 1 :11 11:1?7 DZ67 2025 EXISTING CONDITION.................................................................................................... 1 2025 Existing Roadway Conditions............................................................................................................... 1 2025 Existing Transit Service..........................................................................................................................2 2025 Existing Traffic Volumes.........................................................................................................................2 2025 Existing Crash Summary........................................................................................................................4 2025 Existing LOS/Capacity Analysis.............................................................................................................4 2030 NO -BUILD CONDITION................................................................................................... 5 BackgroundGrowth..........................................................................................................................................5 Other Planned Development Projects..........................................................................................................5 2030 No -Build Traffic Volumes......................................................................................................................5 2030 No -Build LOS/Capacity Analysis..........................................................................................................5 2030 BUILD CONDITION...........................................................................................................6 TripGeneration..................................................................................................................................................6 TripAssignment/Distribution..........................................................................................................................7 2030 Build Traffic Volumes..............................................................................................................................7 2030 Build LOS/Capacity Analysis.................................................................................................................7 Comparative Level of Service (Delay) Tables.............................................................................................8 2030 Build Queuing Analysis...........................................................................................................................8 SITE CIRCULATION/PARKING SUPPLY................................................................................. 9 Access& Circulation.........................................................................................................................................9 ParkingGeneration............................................................................................................................................9 Pick -Up & Drop -Off Operations..................................................................................................................10 Pick -Up & Drop -Off Demand....................................................................................................................... Pick -Up & Drop -Off Demand — Conservative Turnover Rate.............................................................13 CONCLUSIONS......................................................................................................................... 15 Page 88 of 233 STONEFIELD ENGINEERING & DESIGN, LLC PROPOSED DAYCARE FACILITY VILLAGE OF MOUNT PROSPECT, COOK COUNTY, ILLINOIS TECHNICAL APPENDIX LEVEL OF SERVICE/AVERAGE CONTROL DELAY CRITERIA TURNING MOVEMENT COUNT DATA Intersection of Northeast Highway and Easterly Site Driveway Intersection of Northwest Highway and Westerly Site Driveway DAYCARE TRANSACTION TIME DATA Weekday Morning Drop -Off Transaction Time Data Weekday Evening Pick -Up Transaction Time Data ANNUAL AVERAGE DAILY TRAFFIC DATA 2023 — Northwest Highway between Waterman Avenue and Dale Avenue FIGURES Figure I — Site Location Map Figure 2 — 2025 Existing Traffic Volumes Figure 3 — 2030 No -Build Traffic Volumes Figure 4 — Site -Generated Traffic Volumes Figure 5 — 2030 Build Traffic Volumes HIGHWAY CAPACITY ANALYSIS DETAIL SHEETS 2025 Existing Traffic Conditions 2030 No -Build Traffic Conditions 2030 Build Traffic Conditions Page 89 of 233 STONEFIELD ENGINEERING & DESIGN, LLC PROPOSED DAYCARE FACILITY VILLAGE OF MOUNT PROSPECT, COOK COUNTY, ILLINOIS INTRODUCTION This Traffic Impact Study was prepared to investigate the potential impacts of the proposed daycare facility on the adjacent roadway network. The subject property is located along the northerly side of Northwest Highway in the Village of Mount Prospect, Cook County, Illinois. The site location is shown on appended Figure I. The subject property is designated as parcel 03-33-407-025-0000 as depicted on the Cook County Tax Map. The site has approximately 275 feet of frontage along Northwest Highway. The existing site is occupied by a 13,466-square-foot vacant building. Access is presently provided via one (1) ingress -only driveway and one (1) egress -only driveway along Northwest Highway. Under the proposed development program, the existing building would be retrofitted into a 339-student daycare facility with auxiliary playground space. Access is proposed to remain as -is via one (1) ingress -only driveway and one (1) egress -only driveway along Northwest Highway. METHODOLOGY Stonefield Engineering & Design, LLC has prepared this Traffic Impact Study in accordance with the recommended guidelines and practices outlined by the Institute of Transportation Engineers (ITE) within Transportation Impact Analyses for Site Development. A detailed field investigation was performed to assess the existing conditions of the adjacent roadway network. A data collection effort was completed to identify the existing traffic volumes at the study intersections to serve as a base for the traffic analyses. Capacity analysis, a procedure used to estimate the traffic -carrying ability of roadway facilities over a range of defined operating conditions, was performed using the Highway Capacity Manual, 7`" Edition (HCM) and the Synchro 12 Software for all study conditions to assess the roadway operations. For an unsignalized intersection, Level of Service (LOS) A indicates operations with delay of less than 10 seconds per vehicle, while LOS F describes operations with delay in excess of 50 seconds per vehicle. For a signalized intersection, LOS A indicates operations with delay of less than 10 seconds per vehicle, while LOS F describes operations with delay in excess of 80 seconds per vehicle. The Technical Appendix contains the Highway Capacity Analysis Detail Sheets for the study intersections analyzed in this assessment. 202S EXISTING CONDITION 2025 EXISTING ROADWAY CONDITIONS The proposed daycare facility is located along the northerly side of Northwest Highway in the Village of Mount Prospect, Cook County, Illinois. The subject property is designated as parcel 03-33-407-025-0000 as Page 90 of 233 STONEFIELD ENGINEERING & DESIGN, LLC PROPOSED DAYCARE FACILITY VILLAGE OF MOUNT PROSPECT, COOK COUNTY, ILLINOIS depicted on the Cook County Tax Map. The site has approximately 275 feet of frontage along Northwest Highway. Land uses in the area are a mix of commercial, educational, and residential uses. Northwest Highway (U.S. Route 14) is classified as a Minor Arterial roadway with a general east -west orientation and is under the jurisdiction of the Illinois Department of Transportation (IDOT). Along the site frontage, the roadway provides two (2) lanes of travel in each direction and has a posted speed limit of 40 mph to the west of the site and 30 mph to the east of the site. Curb is provided along both sides of the roadway, sidewalk is provided along the northerly side of the roadway, shoulders are not provided, and on -street parking is not permitted. Northwest Highway provides east -west mobility throughout the Village of Mount Prospect and neighboring municipalities and provides access to IL 53 to the west of the site and IL 83 to the east of the site, serving a mix of residential and commercial uses along its length. 2025 EXISTING TRANSIT SERVICE The subject site is located approximately one (1) mile (20-minute walk) from the Mount Prospect Train Station which serves the Metra Union Pacific Northwest Line and provides direct service to Arlington Heights and Chicago as well as transfer service to the Metra Union Pacific North Line. At Chicago Terminal, transfers are available to every line on the Metra Railroad System. Further, the proposed development is located approximately one (1) mile (I9-minutewalk) from bus stops that service Pace Bus Route 234, with the nearest stop located at the intersection of Northwest Highway and Main Street. Pace Bus Route provides service to De Plaines and Wheeling, and various points of interest throughout Cook and Lake Counties. The non -vehicular transportation modes available in the general vicinity of the subject site are summarized on Table I. TABLE I — MULTI-MODALTRANSPORTATION OPTIONS Proximity to Travel Mode I Site Destinations Chicago, Clybourn, Irving Park, Jefferson Park, Gladstone Park, Mount Prospect Norwood Park, Edison Park, Park Ridge, Dee Road, Des Plaines, mile Cumberland, Mount Prospect, Arlington Heights, Arlington Train Station Park, Palatine, Barrington, Fox River Grove, Cary, Pingree Road, Crystal Lake, Woodstock, Harvard Pace Bus Route 234 mile I De Plaines, Mount Prospect, Prospect Heights, Arlington Heights, Wheeling, Buffalo Grove 2025 EXISTING TRAFFIC VOLUMES Turning movement counts were collected during the typical weekday morning and weekday evening time periods to evaluate existing traffic conditions and identify the specific hours when traffic activity on the adjacent roadways is at a maximum and could be potentially impacted by the development of the site. Turning movement counts were collected at the following intersections: 2 Page 91 of 233 STONEFIELD ENGINEERING & DESIGN, LLC PROPOSED DAYCARE FACILITY VILLAGE OF MOUNT PROSPECT, COOK COUNTY, ILLINOIS ♦ Northwest Highway and Easterly Site Driveway ♦ Northwest Highway and Westerly Site Driveway Specifically, turning movement counts were conducted on Tuesday, March 4, 2025, from 7:00 a.m. to 9:00 a.m. and from 4:00 p.m. to 6:00 p.m. The study time periods were chosen as they are representative of the peak periods of both the adjacent roadway network and the proposed development. The traffic volume data was collected and analyzed to identify the design peak hour in accordance with HCM and ITE guidelines. Based on the review of the count data the weekday morning peak hour occurred from 7:45 a.m. to 8:45 a.m. and the weekday evening peak hour occurred from 4:30 p.m. to 5:30 p.m. The Technical Appendix contains a summary of the turning movement count data. Annual average daily traffic (AADT) volumes, including the percentage of truck traffic, were obtained from the IDOT 2023 Illinois Travel Statistics. Within the vicinity, the nearest AADT volumes were located along Northwest Highway between its intersections with Waterman Avenue and Dale Avenue to the west of the subject site and were conducted from 12:00 a.m. on Wednesday, July 26, 2023, to 12:00 a.m. on Thursday, July 27, 2023. The Technical Appendix contains a summary of the IDOT AADT volumes conducted along Northwest Highway. Note that the IDOT traffic volumes depicted in the appendix represent the unadjusted data. These volumes are further adjusted by the IDOT based on seasonal adjustment factors and the day of the week the counts were conducted on. Table 2 summarizes the AADT volumes published by IDOT. TABLE 2 — SUMMARY OF IDOTAADTVOLUMES Location I IDOT AADT (Year) Trucks (Pero Northwest Highway (U.S. Route 14) 1 9,700 (2023) 260 (2.7%) The AADT volumes were compared to the 2025 turning movement counts conducted during the weekday morning and weekday evening peak hours. Table 3 compares the peak hours of the AADT volumes to the 2025 turning movement counts conducted along Northwest Highway. TABLE 3—AADTANDTMC COMPARISON Location IDOT Peak Hour TMC Peak Hour Volumes (2023) Volumes (2025) Percent Difference AM F PM AM I PM AM I PM Northwest Highway (U.S. Route 14) 1 744 1 1,056 1 962 1 1,164 1 +29.3% 1 + 10.2% As shown in Table 3, the turning movement counts conducted along Northwest Highway contained greater volumes than the AADT volumes conducted by IDOT in 2023 during the peak hours studied. As such, 3 Page 92 of 233 STONEFIELD ENGINEERING & DESIGN, LLC PROPOSED DAYCARE FACILITY VILLAGE OF MOUNT PROSPECT, COOK COUNTY, ILLINOIS the turning movement counts were utilized to generate the 2025 Existing weekday morning and weekday evening peak -hour volumes and are summarized on appended Figure 2. 2025 EXISTING CRASH SUMMARY An analysis of the preexisting crash data along the adjacent roadway network was conducted to evaluate and address potential safety concerns along Northwest Highway. Specifically, the data was obtained from the IDOT Division of Transportation Safety within 250 feet of the intersection of Northwest Highway and Dale Avenue located directly to the west of the site from 2019 to 2023. Table 4 provides a summary of the crash data. TABLE 4—CRASH HISTORY SUMMARYWITHIN SITEVICINITY Location — Within 250' of Intersection Year Number of Crashes Collision Type Crash Severity Weather Condition Intersection of Northwest Highway and Dale Avenue 2019 0 - - - 2020 0 - - - 2021 0 - - 2022 1 Left -Turn Property Damage Only Clear 2023 0 - - - As illustrated in Table 4, one (1) collision was experienced within 250 feet of the intersection of Northwest Highway and Dale Avenue from 2019 to 2023. The crash did not result in a reported injury or fatality nor involve pedestrians or bicyclists. As such, no significant safety concerns are anticipated along the Northwest Highway site frontage. 2025 EXISTING LOS/CAPACITY ANALYSIS A Level of Service and Volume/Capacity analysis was conducted for the 2025 Existing Condition during the weekday morning and weekday evening peak hours at the study intersections and existing site driveways. Under the existing condition, the turning movements at the unsignalized intersection of Northwest Highway and the ingress site driveway are calculated to have a Level of Service A during the weekday morning and weekday evening peak hours. The turning movements at the unsignalized intersection of Northwest Highway and the egress site driveway are calculated to have a Level of Service B or better during the weekday morning and weekday evening peak hours. 0 Page 93 of 233 STONEFIELD ENGINEERING & DESIGN, LLC PROPOSED DAYCARE FACILITY VILLAGE OF MOUNT PROSPECT, COOK COUNTY, ILLINOIS 2030 NO -BUILD CONDITION BACKGROUND GROWTH The 2025 Existing Condition traffic volume data was grown to a future horizon year of 2030, which is a conservative estimate for when the proposed daycare facility is expected to be fully constructed. Traffic growth in the area is determined to be a combination of expected land development and projected population growth in the region. Based on a review of the Chicago Metropolitan Agency for Planning (CMAP) ON TO 2050 Socioeconomic Forecast Appendix for Cook County, traffic volumes along Northwest Highway are anticipated to experience an annual, compounded growth rate of approximately 0.44%. In order to provide a conservative analysis, a 1.00% compounded background growth rate was utilized instead. As such, the existing traffic volumes at the study intersections were increased by 1.00% annually for five (5) years. To evaluate the future traffic conditions, it is important to consider the potential site -generated traffic of other projects that could influence the traffic volume at the study intersections. Other planned development projects include those that are either in the entitlement process or have recently been approved for building permits in proximity to the proposed development. Based on consultations with the Village of Mount Prospect Freedom of Information Officer, Karen Agoranos, there are no planned development projects within the area of the subject site. As such, the application of the background growth rate would be adequate to account for background traffic growth. 2030 NO -BUILD TRAFFIC VOLUMES The background growth rate was applied to the 2025 Existing Traffic Volumes to calculate the 2030 No - Build Traffic Volumes for the weekday morning and weekday evening peak hours. These volumes are summarized on appended Figure 3. 2030 NO -BUILD LOS/CAPACITY ANALYSIS A Level of Service and Volume/Capacity analysis was also conducted for the 2030 No -Build Condition during the weekday morning and weekday evening peal. hours at the study intersections and existing site driveways. The turning movements at the unsignalized intersection of Northwest Highway and the ingress site driveway are calculated to operate generally consistent with the findings of the 2025 Existing Condition during the weekday morning and weekday evening peak hours. The turning movements at the unsignalized intersection of Northwest Highway and the egress site driveway are calculated to operate generally consistent with the findings of the 2025 Existing Condition during the weekday morning and weekday evening peak hours. 5 Page 94 of 233 STONEFIELD ENGINEERING & DESIGN. LLC PROPOSED DAYCARE FACILITY VILLAGE OF MOUNT PROSPECT, COOK COUNTY, ILLINOIS 2030 BUILD CONDITION TRIP GENERATION The site -generated traffic volume of the proposed daycare facility was estimated to identify the potential impacts of the project. Trip generation projections were prepared utilizing ITE's Trip Generation Manual, I I`" Edition. Trip generation rates associated with Land Use 565 "Day Care Center" were cited for the proposed 339-student daycare facility. Table 5 provides the weekday morning and weekday evening peak hour trip generation volumes associated with the proposed development. TABLE 5 — PROPOSEDTRIP GENERATION Land Use 339-Student Day Care Center ITE Land Use 565 Weekday Morning Peak Hour nter Exit Tots 140 124 264 Weekday Evening Peak Hour nter Exit Total 126 142 268 Unlike a traditional school with set arrival and dismissal times, the proposed childcare facility allows drop- off and pick-up across multiple hours in the morning and evening, dispersing the traffic impact of the site across a wider period of time as opposed to a concentrated drop-off and pick-up period. Additionally, vehicles are frequently occupied by multiple children (i.e. siblings and carpools), and the site's location near a residential neighborhood facilitates and promotes local pedestrian trips within walking distance of the site. Finally, numerous factors including part-time schedules and absentees due to sickness and vacations contribute to typical operating volumes of approximately 85% that of the actual licensed capacity. These characteristics contribute to a reduced traffic impact on the surrounding roadway network. As stated within Chapter 10 of ITE's Trip Generation Handbook, 3rd Edition, there are instances when the total number of trips generated by a site is different from the amount of new traffic added to the street system by the generator. Childcare facilities are specifically located on or adjacent to busy streets to attract motorists already on the roadway. Therefore, the proposed development would be expected to attract a portion of its trips from the traffic passing the site on the way from an origin to an ultimate destination. These trips do not add new traffic to the adjacent roadway system and are referred to as pass -by trips. Based on data provided by ITE, 44% of peak -hour traffic associated with Land Use 565 "Day Care Center" consists of "pass -by" trips. Additionally, based on characteristics of childcare facilities, in which many trips are made by a parent or caregiver while traveling to/from work, it is likely a portion of the site generated trips would consist of "diverted link" trips. As stated within Chapter 10 of ITE's Trip Generation Handbook, 3rd Edition, diverted link trips are "attracted from the traffic volume on roadways within the vicinity of the site generator but without direct 6 Page 95 of 233 STONEFIELD ENGINEERING & DESIGN. LLC PROPOSED DAYCARE FACILITY VILLAGE OF MOUNT PROSPECT, COOK COUNTY, ILLINOIS access to the site." A diverted link trip adds traffic to streets adjacent to a site and could remove a trip on streets from which it diverted; however, the trip does not constitute an increase of traffic on a macroscopic level. Based on data provided by ITE, 32% of peak -hour traffic associated with Land Use 565 "Day Care Center" consists of diverted link trips. As part of the conservative traffic analysis provided within this report, no reduction for "pass -by" traffic or "diverted link" traffic was applied. All traffic volumes are assumed to be new to the roadway network. TRIP ASSIGNMENT/DISTRIBUTION The trips generated by the proposed development were distributed according to the existing travel pattern along the adjacent roadways and the access management plan of the site. Table 6 summarizes the distribution of the site -generated trips along the adjacent roadway network. TABLE 6 — SITE -GENERATED TRIP DISTRIBUTION Weekday Morning Weekday Evening Origin & Destination Peak Hour Peak Hour To/From Eastbound via Northwest Highway 45% 45% To/From Westbound via Northwest Highway 55% 55% Total 100% 100 % The Site -Generated Traffic Volumes are illustrated on appended Figure 4. 2030 BUILD TRAFFIC VOLUMES The site -generated trips were added to the 2030 No -Build Traffic Volumes to calculate the 2030 Build Traffic Volumes and are shown on appended Figure S. 2030 BUILD LOS/CAPACITY ANALYSIS A Level of Service and Volume/Capacity analysis was also conducted for the 2030 Build Condition during the weekday morning and weekday evening peak hours at the study intersections and proposed site driveways. Tables 7 through 10 compare the 2025 Existing, 2030 No -Build, and 2030 Build Conditions Level of Service and delay values. The turning movements at the unsignalized intersection of Northwest Highway and the ingress site driveway are calculated to operate at a Level of Service A during the weekday morning and weekday evening peak hours. The turning movements at the unsignalized intersection of Northwest Highway and the egress site driveway are calculated to operate at a Level of Service C or better during the weekday morning peak hour and Level of Service D or better during the weekday evening peak hour. 7 Page 96 of 233 STONEFIELD ENGINEERING & DESIGN, LLC PROPOSED DAYCARE FACILITY VILLAGE OF MOUNT PROSPECT, COOK COUNTY, ILLINOIS COMPARATIVE LEVEL OF SERVICE (DELAY) TABLES NORTHWEST HIGHWAY & INGRESS SITE DRIVEWAY EB (Eastbound) is the Northwest Highway approach X (n) = Level of Service (seconds of delay) TABLE 7 —WEEKDAY MORNING PEAK HOUR Lane Group 2025 Existing 2030 No -Build 2030 Build EB Left No Volume No Volume A (9.0) EB Through No Delay No Delay A (0.6) TABLE 8 —WEEKDAY EVENING PEAK HOUR Lane Group 2025 Existing 2030 No -Build 2030 Build EB Left A (9.0) A (9.1) A (9.7) EB Through No Delay No Delay A (0.8) NORTHWEST HIGHWAY & EGRESS SITE DRIVEWAY SB (Southbound) approach is the Egress Site Driveway approach X (n) = Level of Service (seconds of delay) TABLE 9 —WEEKDAY MORNING PEAK HOUR Lane Group 2025 Existing 2030 No -Build 2030 Build SB Left No Volume No Volume C (20.5) SB Right No Volume No Volume B (10.4) TABLE 10 —WEEKDAY EVENING PEAK HOUR Lane Group 2025 Existing 2030 No -Build 2030 Build SB Left No Volume No Volume D (30.2) SB Right B (10.5) B (10.6) B (11.3) 2030 BUILD QUEUING ANALYSIS In addition to the Level of Service and Volume/Capacity analysis conducted for the 2030 Build Condition, a queuing analysis was conducted during the weekday morning and weekday evening peak hours at the study intersections and proposed site driveway to evaluate the potential for vehicle queues stacking within the proposed site drive aisles. Table I I compares the provided storage lengths to the anticipated 2030 Build Condition 95`h percentile queuing at each of the study locations for the weekday morning and weekday evening peak hours. 8 Page 97 of 233 STONEFIELD ENGINEERING & DESIGN, LLC PROPOSED DAYCARE FACILITY VILLAGE OF MOUNT PROSPECT, COOK COUNTY, ILLINOIS TABLE I I — 95TH PERCENTILE QUEUING SUMMARY Storage 2030 Build Condition Intersection Movement Length Weekday Weekday Provided Morning Evening Northwest Highway (E/W) and EB Left > 1,000, 5' 5' Ingress Site Driveway N Northwest Highway (E/W) and SB Left =50' 20' 32.5' SB Right =50' 7.5' 10, Egress Site Driveway (N) As shown in Table 11, the 95" percentile queues at the study locations are not anticipated to extend past the provided storage lengths at any of the turning movements during the studied time periods. SITE CIRCULATION/PARKING SUPPLY A review was conducted of the proposed daycare facility using the Site Plan prepared by our office, dated May 6, 2025. In completing this review, particular attention was focused on the site access, circulation, and parking supply. ACCESS & CIRCULATION Access is proposed to remain as -is via one (1) ingress -only driveway and one (1) egress -only driveway along Northwest Highway. The proposed building would be located at the southerly portion of the site with auxiliary playground areas located at the northerly portion of the site. Surface -level parking spaces would continue to be located along the perimeter of the site with the trash enclosure proposed to remain as -is at the northwesterly corner of the site. Vehicular circulation throughout the site would be facilitated via a minimum of 17-foot-wide one (I) -way drive aisles and 24-foot-wide two (2)-way drive aisles. PARKING GENERATION Regarding the parking requirements for the proposed development, the Village of Mount Prospect Ordinance requires daycare facilities to have one (1) parking space per employee plus one (1) parking space per 10 licensed capacity slots. For the proposed daycare facility consisting of 49 employees and 339 licensed capacity slots, this equates to 83 required parking spaces. Furthermore, the Ordinance requires developments that provide parking lots between 76 and 100 parking spaces to have a minimum of four (4) ADA accessible parking spaces. The site would provide 86 total parking spaces, inclusive of four (4) ADA accessible parking spaces, which meets the parking requirements and would be sufficient to support this project's parking demand. The 90-degree parking spaces would be nine (9) feet wide by 16 feet deep which is equivalent to their dimensions in the existing condition. The 60-degree parking spaces would be 10.4 feet wide by 17 feet deep 9 Page 98 of 233 STONEFIELD ENGINEERING & DESIGN, LLC PROPOSED DAYCARE FACILITY VILLAGE OF MOUNT PROSPECT, COOK COUNTY, ILLINOIS which constitutes an improvement over the existing condition in which the 60-degree parking spaces are 10.3 feet wide by 16 feet deep. The parking supply was evaluated with respect to data published within the ITE's Parking Generation, 61h Edition, for Land Use 565 "Day Care Center." ITE provides peak parking demand data for childcare facilities based on number of students, number of staff, and gross floor area of the building. Table 12 provides a summary of the ITE data and the forecasted peak parking demand. TABLE 12 — PROPOSED PARKING GENERATION Independent Variable Rate Quantity Parking Demand Students 0.25 vehicles per student 339 students 85 vehicles Employees 1.25 vehicles per employee 49 employees 61 vehicles Gross Floor Area 2.27 vehicles per 1,000 SF 21,700 SF 49 vehicles Parking Provided 86 Spaces As such, the proposed parking supply of 86 parking spaces would be sufficient to support the parking demand of the site. PICK-UP & DROP-OFF OPERATIONS Under the proposed development plan, 49 parking spaces located primarily along the easterly and northerly sides of the site would be utilized for employee parking. With a maximum of 49 employees, the proposed employee parking supply would be sufficient to support the employee parking demand without accounting for carpooling, pick-up/drop-off, or other non -single -occupancy vehicular travel means. The remaining 37 parking spaces, located along the westerly and southerly sides of the site, would be designated for student drop-off and pick-up. For drop-off and pick-up, parents/guardians park in these dedicated spaces and walk the children to/from the childcare facility. Vehicles do not queue on -site nor along the roadway network. Based on data collected by our office at similar national brand childcare facilities, morning drop-offs take approximately six (6) minutes on average and evening pick-ups take approximately seven (7) minutes on average. Using those rates, each designated parking space can accommodate 10 morning drop-offs and 8.5 evening pick-ups. As such, the 37 proposed dedicated parking drop-off/pick-up spaces can accommodate 370 peak hour drop-offs and 314 peak hour pick-ups, whereas the peak -hour trip generation is forecasted to be 124 drop-offs in the weekday morning peak period and 126 pick-ups in the weekday evening peak hour (see Table 5). A summary of the drop-off and pick-up duration data collected is provided within the Technical Appendix. 10 Page 99 of 233 STONEFIELD ENGINEERING & DESIGN, LLC PROPOSED DAYCARE FACILITY VILLAGE OF MOUNT PROSPECT, COOK COUNTY, ILLINOIS PICK-UP & DROP-OFF DEMAND To account for variability of vehicle arrivals over the course of the peals hour, a queuing analysis was conducted utilizing Poisson random arrival distribution. For parking demand turnover, an "M I M I c" queuing system, with exponential arrivals (M), exponential queuing systems (M), and multiple servers (c), was utilized. The analysis utilized the following assumptions for the critical weekday evening peak hour: Service rate (A): 126 vehicles per hour Average service time (t): 7 minutes Maximum services per hour (p): 8.5 services per hour per space Number of servers (c): 37 parking spaces The minimum number of servers necessary to support the demand without exceeding 100% utilization (p) is determined using the following formula: Where: P µ p = minimum servers required (as specified above) X = service rate (as specified above) p = maximum services per hour (as specified above) Accordingly, 14.8 servers are necessary to support the site pick-up operations. Practically speaking, this equates to 15 parking spaces. The following formula calculates the probability of there being an empty system (i.e. all 37 parking spaces are available): Where: c-1 -i PO =�Pn PS cµ l n! + c! �cµ —A n=0 Po = probability of an empty system A = service rate (as specified above) p = maximum services per hour (as specified above) Page 100 of 233 STONEFIELD ENGINEERING & DESIGN, LLC PROPOSED DAYCARE FACILITY VILLAGE OF MOUNT PROSPECT, COOK COUNTY, ILLINOIS p = minimum servers required (as specified above) n = number of parked vehicles c = number of servers (as specified above) Using the above equation, the probability of an empty system is 0.000036%. The probability of (n) parked vehicles within the system is determined utilizing the formula below.' Where: Pn Pn = n * Pp Pn = probability of (n) parked vehicles p = minimum servers required (as specified above) n = number of parked vehicles Po = probability of an empty system Using the above equation, the probability of (n) parked vehicles was calculated for each potential iteration from zero (0) to 37 vehicles. The probabilities are shown graphically on Exhibit I, and a summary of the probabilities for (n) parked vehicles is provided in Table 13. EXHIBIT I — PROBABILITY OF PARKED VEHICLES ON -SITE I Note that this formula is modified when (n) is greater than the number of servers (c), however these calculations were not performed as the probability of 37 parked vehicles is less than 0.001%, and further increases in demand continue to trend toward a probability of 0%. 12 Page 101 of 233 STONEFIELD ENGINEERING & DESIGN, LLC PROPOSED DAYCARE FACILITY VILLAGE OF MOUNT PROSPECT, COOK COUNTY, ILLINOIS TABLE 13 - PARKED VEHICLES PROBABILITY SUMMARY Number of Parked Vehicles n Probability Sum of Probabilities 0 0.000036% 0.000036% 1 0.00054% 0.00058% 2 0.0040% 0.0046% 3 0.020 % 0.024% 4 0.073% 0.098% 5 0.018% 0.32% 6 0.54% 0.85% 7 1.14% 1.99% 8 2.11% 4.10% 9 3.48% 7.58% 10 5.15% 12.73% 11 6.94% 19.67% 12 8.58% 28.25% 13 9.78% 38.03% 14 10.35% 48.38% 15 10.23% 58.62% 16 9.48% 68.10% 17 8.27% 76.36% 18 6.81% 83.17% Number of Parked Vehicles n Probability Sum of Probabilities 19 5.31 % 88.48% 20 3.94% 92.42% 21 2.78% 95.20% 22 1.87% 97.07% 23 1.21 % 98.28% 24 0.75% 99.02% 25 0.44% 99.46% 26 0.25% 99.72% 27 0.14% 99.85% 28 0.073% 99.93% 29 0.037% 99.97% 30 0.018% 99.984% 31 0.0088% 99.9927% 32 0.0041 % 99.9968% 33 0,0018% 99.9986% 34 0.00080% 99.99943% 35 0.00034% 99.99978% 36 0.00014% 99.999910% 37 0.000056% 99.999963% As shown in Table 13, the 95" percentile parking demand rate for evening pick-up at the proposed daycare facility is 21 parked vehicles. As such, the proposed supply of 37 parking spaces would be sufficient to support the drop-off and pick-up operations of the proposed development. PICK-UP & DROP-OFF DEMAND - CONSERVATIVE TURNOVER RATE At the request of the Village Engineer, a similar analysis was conducted utilizing a conservative 12-minute pick-up duration. Using the same methodology, the following results were calculated. ♦ Average turnover time: 12 minutes (Village Engineer specified rate) ♦ Maximum services per hour: 5 ♦ Minimum servers (parking spaces) required: 26 ♦ Probability of an empty parking lot: 1.13E-09% The probability of a specific number of parked vehicles is shown graphically on Exhibit 2. 13 Page 102 of 233 STONEFIELD ENGINEERING & DESIGN, LLC PROPOSED DAYCARE FACILITY VILLAGE OF MOUNT PROSPECT, COOK COUNTY, ILLINOIS EXHIBIT 2 - PROBABILITY OF PARKED VEHICLES ON -SITE - VILLAGE ENGINEER RATE A summary of the probabilities for (n) parked vehicles is provided in Table 14. TABLE 14- PARKEDVEHICLES PROBABILITY SUMMARY -VILLAGE ENGINEER RATE Number of Parked Vehicles n Probability Sum of Probabilities 0 1.13 E-09 % 1.13E-090/. 2.86E-08% 2.97E-08% 2 3.60E-07% 3.90E-07% 3 3.03E-06% 3.42E-06% 4 0.000019% 0.000023% 5 0.000096% 0.00012% 6 0.00040% 0.00052% 7 0.0015% 0.0020% 8 0.0046% 0.0066% 9 0.013% 0.019% 10 0.032% 0.052% 11 0.074% 0.13% 12 0.16% 0.28% 13 0.30% 0.58% 14 0.54% 1.12% 15 0.91% 2.03% 16 1.43% 3.47% 17 2.13% 5.59% 18 2.98% 8.57% Number of Parked Vehicles n Probability Sum of Probabilities 19 3.95% 12.52% 20 4.97% 17.49% 21 5.97% 23.46% 22 6.84% 30.30% 23 7.49% 37.79% 24 7.87% 45.66% 25 7.93% 53.58% 26 7.68% 61.27% 27 7.17% 68.44% 28 6.45% 74.90% 29 5.61 % 80.50% 30 4.71 % 85.22% 31 3.830% 89.05% 32 3,016% 92.06% 33 2.303% 94.37% 34 1.707% 96.07% 35 1.229% 97.30% 36 0.860% 98.16% 37 0.586% 98.75% As shown in Table 14, the 95" percentile parking demand rate for evening pick-up with a 12-minute average turnover is 34 parked vehicles. 14 Page 103 of 233 STONEFIELD ENGINEERING & DESIGN, LLC PROPOSED DAYCARE FACILITY VILLAGE OF MOUNT PROSPECT, COOK COUNTY, ILLINOIS If the average drop-off/pick-up time were 13 minutes, the 95th percentile parking demand would be 37 spaces, which is equal to the number of drop-off/pick-up spaces provided. This drop-off/pick-up duration would be nearly double the observed average duration and represents an overly conservative scenario. CONCLUSIONS This report was prepared to examine the potential traffic impact of the proposed daycare facility. The analysis findings, which have been based on industry -standard guidelines, indicate that the proposed development would not have a significant impact on the traffic operations of the adjacent roadway network. The site driveways and on -site layout have been designed to provide for effective access to and from the subject property. Based on the Village of Mount Prospect Ordinance parking requirements and local characteristics of the site and surrounding area, the parking supply would be sufficient to support this project. The number of pick-up and drop-off spaces would be sufficient to support the operations of the proposed daycare facility without queuing on the site or backing onto the roadway network. V:\DET\2024\DET-240465 Jon Farnmand - 1040 W Northwest Highway, Mount Prospect, IL\Calculations & Reports\Traffic\Reports\2025-05 TIS\2025-05 Traffic Impact Study.docx 15 Page 104 of 233 TECHNICAL APPENDIX Page 105 Af1233 LEVEL OF SERVICE/AVERAGE CONTROL DELAY CRITERIA Page 106 Af2233 LEVEL OF SERVICE /AVERAGE CONTROL DELAY CRITERIA The ability of a roadway to effectively accommodate traffic demand is determined through an assessment of the volume -to -capacity ratio, delay and Level of Service of the lane group and/or intersection. The volume -to -capacity ratio is the ratio of traffic flow rate to capacity for a given transportation facility. As defined within the Highway Capacity Manual, Th Edition (HCM), intersection delay is the total additional travel time experienced by drivers, passengers, or pedestrians as a result of control measures and interaction with other users of the facility, divided by the volume departing from the corresponding cross section of the facility. Level of service is a qualitative measure describing operational conditions within a traffic stream, based on service measures such as speed and travel time, freedom to maneuver, traffic interruptions, comfort and convenience. For an unsignalized intersection, LOS A indicates operations with delay less than 10 seconds per vehicle, while LOS F describes operations with delay in excess of 50 seconds per vehicle. For a signalized intersection, LOS A indicates operations with delay less than 10 seconds per vehicle and LOS F denotes operations with delay in excess of 80 seconds per vehicle. Level Of Signalized Delay Range Unsignalized Delay Range Service (average control delay in (average control delay in D >35 and <=55 E >55 and <=80 F E Me >25 and <=35 >35 and <=50 >50 Source: Highway Capacity Manual, 7`h Edition Page 107 pb233 TURNING MOVEMENT COUNT DATA Page 108 Af4233 Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: East Dwy -- W Northwest Hwy QC JOB : 16946201 CITY/STATE: Mount Prospect, IL DATE: Tue, Mar 4 2025 0 o Peak -Hour: 7:45 AM -- 8:45 AM 0 0 s 0 0 0 Peak 15-Min: 8:00 AM -- 8:15 AM o a 0 .+ # 4 ✓ ♦ �. 497 0 .!' t 0 497 1.8 s 0 J �� t 0« 1.8 465 497 2.2 + f 1.8 �j 465 0 r 0 465QC 2.2 +r 0 1 ``� ,// i` 0 +w 2.2 0 0 F 0 0 0 0 TRUE DATA TO IMPROVE MOBILITY 0 10 0 0 j 4 %. L 0 r� t o 0 0 0 � _L� � A ✓ iA 4 w ? t ✓ i4 N/A N/A N/A N/A f r+ I N/A I I � * r� N/A � f 15-Min Count Period East Dwy (Northbound) East Dwy (Southbound) W Northwest Hwy (Eastbound) W Northwest Hwy (Westbound) Total Hourly Totals Beginning At Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 7:00 AM 0 0 0 0 0 0 0 0 0 88 0 0 0 69 0 0 157 7:15 AM 0 0 0 0 0 0 0 0 0 115 0 0 0 76 0 0 191 7:30 AM 0 0 0 0 0 0 0 0 0 130 0 0 0 110 0 0 240 7:45 AM 0 0 0 0 0 00' 0 0 122 0 0 0 118 0 0 ? 240 828 ., 8:15 AM 0 0 0 0 0 0 0 0 0 109 0 0 0 115 0 0 224 958 8:30 AM 0 0 0 0 0 0 0 0 f 0 126 0 0 0 118 0 0 244 962 8:45AM 0 0 0 0 0 0 0'. 0 0 72 0 0 0 98 0 0 170 892 Peak 15-Min Northbound Southbound Eastbound Westbound Total Flowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U All Vehicles 0 0 0 0 0 0 0 0 0 432 0 0 0 584 0 0 1016 Heavy Trucks 0 0 0 0 0 0 0 8 0 0 16 0 24 Buses Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Scooters Comments: Report generated on 3/10/2025 1:37 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 Page 109 gkt233 Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: East Dwy -- W Northwest Hwy QC JOB : 16946202 CITY/STATE: Mount Prospect, IL DATE: Tue, Mar 4 2025 0 1 Peak -Hour: 4:30 PM -- 5:30 PM 0 0 s 0 0 0 Peak 15-Min: 5:15 PM -- 5:30 PM o a 0 .+ # 4 ✓ ♦ �. 644 - 1 .!' t 0 +• 644 0.6 s 0 J �� t 0« 0.6 519 y � �. 644 02 + 4-0.6 �j 520 » 0 '7 r 0 » 519QC 0.2 +► 0 1``/� r 0 +► 0.2 —1 *) * #* F 0 0 0 0 0 0 0 TRUE DATA TO IMPROVE MOBILITY 1 10 0 0 j 4 %. L — 0 r� t o 0 0 w ? t N/A N/A N/A N/A f r+ I N/A I I � * r� N/A � f 15-Min Count Period East Dwy (Northbound) East Dwy (Southbound) W Northwest Hwy (Eastbound) W Northwest Hwy (Westbound) Total Hourly Totals Beginning At Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 4:00 PM 0 0 0 0 0 0 0 0 0 107 0 0 0 168 0 0 275 4:15 PM 0 0 0 0 0 0 0 0 0 92 0 0 0 135 0 0 227 4:30 PM 0 0 0 0 0 0 0 0 1 134 0 0 0 138 0 0 273 4:45 PM 0 0 0 0 0 0 0 0; 0 122 0 0 0 144 0 0 266 1041 5:00 PM 0 0 0 0 .........0.... ....0........ 0 0' 0 0 ....... . „;.. 0 129 0 0 ........94.........0 ....... ..,.. „�, 0 182 0 0 :.,.. ....... 311 „... 1077 5.30 PM 0 0 0 0 0........ 0 0 0 0 140........0........ 0 234 1125 5:45 PM 0 0 0 0 0 0 0 0 0 107 0 0 0 139 0 0 246 1105 Peak 15-Min Northbound Southbound Eastbound Westbound Total Flowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U All Vehicles 0 0 0 0 0 0 0 0 0 536 0 0 0 720 0 0 1256 Heavy Trucks 0 0 0 0 0 0 0 4 0 0 4 0 8 Buses Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Scooters Comments: Report generated on 3/10/2025 1:37 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 Page 110 gkf6233 Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: West Dwy -- W Northwest Hwy QC JOB : 16946203 CITY/STATE: Mount Prospect, IL DATE: Tue, Mar 4 2025 0 o Peak -Hour: 7:45 AM -- 8:45 AM 0 0 s t 0 0 0 Peak 15-Min: 8:00 AM -- 8:15 AM 4t o a 0 .+ # 4 ✓ ♦ �. 497 - 0 .!' t 0 497 1.8 s 0 1' �� t 0 « 1.8 462 497 2.2 + f 1.8 �j 462 * 0 r 0 462 QC 2.2 +r 0 1 ``� ,// i` 0 +w 2.2 0 —10 0 F �' 4 0 0 0 0 TRUE DATA TO IMPROVE MOBILITY 0 10 0 0 4 %. L or� t 0 w ? t N/A ...:.. N/A f r+I N/A N/A w f r N/A I � N/A � f 15-Min Count Period West Dwy (Northbound) West Dwy (Southbound) W Northwest Hwy (Eastbound) W Northwest Hwy (Westbound) Total Hourly Totals Beginning At Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 7:00 AM 0 0 0 0 0 0 0 0 0 89 0 0 0 64 0 0 153 7:15 AM 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 115 0 130 0 0 0 0 0 80 109 0 0 0 0 195 239 7:45 AM 0 0 0 0 0 00' 0 0 120 0 0 0 119 0 0 239 826 8:15 AM 0 0 0 0 0 0 0 0 0 109 0 0 0 105 0 0 214 946 8:30 AM 0 0 0 0 0 0 0 0 f 0 124 0 0 0 128 0 0 252 959 8:45AM 0 0 0 0 0 0 0'. 0 0 72 0 0 0 99 0 0 171 891 Peak 15-Min Northbound Southbound Eastbound Westbound Total Flowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right u All Vehicles Heavy Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 436 0 8 0 0 0 0 580 16 0 0 0 1016 24 Buses Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Scooters Comments: Report generated on 3/10/2025 1:37 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 Page 111 gkf7233 Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: West Dwy -- W Northwest Hwy QC JOB : 16946204 CITY/STATE: Mount Prospect, IL DATE: Tue, Mar 4 2025 1 o Peak -Hour: 4:30 PM -- 5:30 PM 0 0 s t 1 0 0 Peak 15-Min: 5:00 PM -- 5:15 PM 4t o a 0 .+ # 4 ✓ ♦ �. 630 - 0 .!' t 0 629 0.6 • 0 1' t 0 s 0.6 517 �► � 629 0 2 + 4-0.6 �j 517 * 0 '� r 0 517 QC 0.2 +r 0 1 ``� ,// it 0 +w 0.2 * #* r— I0 *) * #* F 0 ♦ 0 0 0 0 TRUE DATA TO IMPROVE MOBILITY 1 � 10 0 0 0r� +t 0 0 0 0 0 w ? L N/A ... .. N/A f r+I N/A N/A w f r N/A I � N/A � f 15-Min Count Period West Dwy (Northbound) West Dwy (Southbound) W Northwest Hwy (Eastbound) W Northwest Hwy (Westbound) Total Hourly Totals Beginning At Left Thru Right U Left Thru Right U Left Thru Right u Left Thru Right U 4:00 PM 0 0 0 0 0 0 0 0 0 109 0 0 0 174 0 0 283 4:15 PM 0 0 0 0 0 0 1 0 0 91 0 0 0 130 0 0 222 4:30 PM 0 0 0 0 0 0 1 0 0 125 0 0 0 142 0 0 268 4:45 PM 0 0 0 0 0 0 0 0 0 132 0 0 0 143 0+ 0 275 1048 5:15 PM 0 0 0 0 0 0 0 0 0 132 0 0 0 165 0? 0 297 1147 5:30 PM 0 0 0 0 0 0 1 0 0 96 0 0 0 157 0 0 254 1133 5:45 PM 0 0 0 0 0 0 0 0 0 107 0 0 0 142 0 0 249 1107 Peak 15-Min Northbound Southbound Eastbound Westbound Total Flowrates Left Thru Right U Left Thru Right u Left Thru Right u Left Thru Right U All Vehicles 0 0 0 0 0 0 0 0 0 512 0 0 0 716 0 0 1228 Heavy Trucks 0 0 0 0 0 0 0 0 0 0 8 0 8 Buses Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Scooters Comments: Report generated on 3/10/2025 1:37 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 Page 112 ¢kf8233 DAYCARE DROP-OFF AND PICK-UP TRANSACTION DATA Page 113 A233 STONEFIELD Table Al — Day -Care Drop -Off Transaction Time Data - National Day -Care Franchises - 4 Study Locations - Duration measured from arrival of vehicle to parking space to departure of vehicle from parking space. - Parents walk their children into the building at drop-off and walk their children from the building at pick-up. Drop -Off Duration (min:sec) 2:36 4:15 5:37 5:50 6:40 5:21 4:12 4:14 7:12 5:25 13:57 7:53 8:08 5:52 5:07 5:39 3:30 4:58 6:28 7:50 3:12 5:24 4:44 3:47 2:06 9:09 4:44 3:01 3:55 6:47 2:40 8:39 4:05 5:23 5:05 5:22 8:09 5:26 9:09 6:16 TS2 6:09 7:34 5:34 7:11 4:22 5:46 4:21 6:31 4:09 5:48 4:10 5:56 5:24 3:39 4:04 TS4 3:35 4:30 7:12 8:06 5:47 4:42 11:45 5:13 8:51 6:37 4:48 4:15 7:24 7:35 9:15 6:47 5:33 4:52 9:06 4:02 6:32 3:50 4:54 4:58 8:29 8:20 3:39 6:00 7:07 6:06 8:13 5:26 7:38 4:50 4:55 11:47 8:54 5:01 10:15 6:12 5:34 8:25 10:43 5:21 7:51 0:46 9:27 7:39 5:47 5:28 4:44 5:30 6:07 6:53 3:55 5:13 4:31 4:15 2:36 6:21 6:42 4:55 7:21 6:44 4:40 4:22 7:15 11:35 9:27 8:13 4:20 6:04 16:49 4:48 9:40 4:49 5:01 4:45 6:01 4:23 12:11 2:49 5:15 6:08 10:23 10:07 3:48 4:27 5:13 5:55 7:23 10:14 9:56 4:23 4:22 6:49 9:14 10:53 7:42 6:11 6:32 7:04 5:04 Minimum: 0:46 Average: 6:17 Maximum: 16:49 STONEFIELDENG.COM 555 S OLD WOODWARD AVE, SUITE 12L, BIRMINGHAM, MI 48009 248.247.1115 T.201.340.4472 F. Page 114Agb233 STONEFIELD Table A2 — Day -Care Pick -Up Transaction Time Data - National Day -Care Franchises - 4 Study Locations - Duration measured from arrival of vehicle to parking space to departure of vehicle from parking space. - Parents walk their children into the building at drop-off and walk their children from the building at pick-up. Pick -Up Duration (min:sec) 7:18 6:40 6:32 7:05 7:37 8:28 6:40 7:10 4:56 7:29 6:45 7:42 7:49 8:56 4:27 9:29 6:30 4:58 5:28 6:03 3:35 9:43 3:08 8:31 6:01 11:14 12:16 6:06 4:20 9:28 8:21 6:14 4:56 11:39 2:28 8:02 7:22 8:33 4:18 11:58 9:06 10:10 13:17 5:09 6:33 4:27 6:43 5:18 8:08 7:59 3:31 5:05 7:44 10:39 5:54 4:06 5:26 6:04 7:08 6:24 7:48 5:42 7:01 6:39 5:54 4:14 5:22 5:57 10:09 5:58 9:26 7:58 6:59 8:48 7:25 5:38 4:36 8:02 4:13 2:18 4:09 6:17 5:04 3:31 6:23 6:11 5:23 6:11 3:32 7:05 8:09 6:02 8:29 4:11 4:27 6:19 7:23 11:41 5:04 7:07 3:21 10:28 5:05 7:01 3:49 6:10 8:01 11:48 12:51 10:42 6:52 5:42 6:29 6:48 5:59 3:44 5:14 6:52 7:38 5:12 15:34 11:18 4:20 7:08 9:56 6:59 9:25 4:17 8:30 6:05 6:21 6:37 13:03 8:43 12:03 4:34 4:02 8:53 3:33 -- -- -- -- -- Minimum: 2:18 Average: 6:58 Maximum: 15:34 V:\DET\2024\DET-240465 Jon Farazmand - 1040 W Northwest Highway, Mount Prospect, IL\Calculations & Reports\Traffic\Reports\2025-04 TIS\Appendix\Turnover Time Summary Table.docx Page 115Agfl233 ANNUAL AVERAGE DAILY TRAFFIC DATA Page 116ggf2233 Volume •Report „7, I , Location ID 0161367 Type LINK Fnct'I Class 4 Located On Northwest Hwy From Road Arthur Ave To Road Central Rd Direction 2-WAY County Cook Community ARLINGTON HEIGHTS MPO ID HPMS ID Agency Illinois DOT Count Status Accepted Holiday No Start Date Wed 7/26/2023 End Date Thu 7/27/2023 Start Time 12:00:00 AM End Time 12:00:00 AM Direction 2-WAY Notes Station Study Speed Limit Description Sensor Type NA Source lCombineVolumeCountslncremental Latitude, Longitude Time Hourly Count 0:00-1:00 69 1:00-2:00 38 2:00-3:00 24 3:00-4:00 24 4:00-5:00 71 5:00-6:00 180 6:00-7:00 435 7:00-8:00 660 8:00-9:00 744 9:00-10:00 701 10:00-11:00 581 11:00-12:00 742 12:00-13:00 752 13:00-14:00 681 14:00-15:00 769 15:00-16:00 867 16:00-17:00 958 17:00-18:00 1,056 18:00-19:00 775 19:00-20:00 580 20:00-21:00 478 21:00-22:00 381 22:00-23:00 268 23:00-24:00 126 Total 11,960 AM Peak 08:00-09:00 744 PM Peak 17:00-18:00 1,056 tl l lv I III..)/ of Se vh.,re /„/ 2(,,) f5 lM (IvJfemllf� .w I -A—. ( if 2) Page 117Agb233 FIGURES Page 11 8egf4233 uu �i 71 %f9 SITE Em s ✓ 9hu',� VA'�" a u,r y St @I 1 M/ eh e Y ""i✓�'�� // ,t W Central Rd �n Proposed Daycare Facility STONEFIELD 1040 W Northwest Highway FIGURE Village of Mount Prospect, Cook County, Illinois Site Location Map Traffic Impact Study Page 119Agt233 Site i i 0 0 I + 0 (0) 1 4 497 (644) 1 4 497 (644) (520) 465 10 LEGEND Existing Roadway — — — - Proposed Driveway — — Existing Private Driveway 4 AM (PM) Peak Hour Volumes g Signalized Intersection (1) 0 (519) 465 10 Northwest Highway not to scale Proposed Daycare Facility FIGURE 2 STONEFIELD 1040 W Northwest Highway 2025 Existing Traffic Village of Mount Prospect, Cook County, Illinois Volumes Traffic Impact Study Site i i 0 0 I + 0 (0) 1 4 522 (677) 1 4 522 (677) (546) 489 10 LEGEND Existing Roadway — — — - Proposed Driveway — — Existing Private Driveway 4 AM (PM) Peak Hour Volumes g Signalized Intersection (1)0--+ (545) 489 10 Northwest Highway not to scale Proposed Daycare Facility FIGURE 3 STONEFIELD 1040 W Northwest Highway 2030 No -Build Traffic Village of Mount Prospect, Cook County, Illinois Volumes Traffic Impact Study Site I I I I I I I I I I I 10 00 I I Ln lo I I �� I 177 (69) I (57) 63 10 Northwest Highway LEGEND Existing Roadway — — — - Proposed Driveway — — Existing Private Driveway 4 AM (PM) Peak Hour Volumes g Signalized Intersection (57) 63 (78) 68 10 not to scale Proposed Daycare Facility FIGURE 4 STONEFIELD 1040 W Northwest Highway Site -Generated Traffic Village of Mount Prospect, Cook County, Illinois Volumes Traffic Impact Study Site I I � I I I I Ln 00 I 10 lo I + 77 (69) I I 1 4 522 (677) 1 4 522 (677) (603) 552 10 LEGEND Existing Roadway — — — - Proposed Driveway — — Existing Private Driveway 4 AM (PM) Peak Hour Volumes g Signalized Intersection (58) 63 (623) 557 10 Northwest Highway not to scale Proposed Daycare Facility STONEFIELD 1040 W Northwest Highway FIGURE 5 Village of Mount Prospect, Cook County, Illinois 2030 Build Traffic Volumes Traffic Impact Study HIGHWAY CAPACITY ANALYSIS DETAIL SHEETS Page 124 gb233 HCM 7th TWSC 2025 Existing Condition 1: Northwest Highway & Ingress Site Driveway Weekday Morning Peak Hour Int Delay, s/veh Future Vol, veh/h 0 465 497 0 0 0 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; - 0 Grade, % - 0 0 - 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 0 2 3 0 0 0 Mvmt Flow 0 489 523'' 0 0 0 Conflicting Flow All 523 0 - 0 768 262 Stage 1 - - 523 Stage 2 - - 245 - Critical Hdwy 4.1 6.8 6.9 Critical Hdwy Stg 1 - - - 5.8 - Critical Hdwy Stg 2 5.8 - Follow-up Hdwy 2.2 - - 3.5 3.3 Pot Cap-1 Maneuver 1054 - - 342 743 Stage 1 565 - Stage 2 - - 779 - Platoon blocked, % - - Mov Cap-1 Maneuver 1054 - - 342 743 Mov Cap-2 Maneuver - - 342 - Stage 1 - - 565 - Stage 2 - - 779 - HCM LOS HCM Lane V/C Ratio HCM Lane LOS Stonefield Engineering and Design EX -AM Synchro 12 Report 04/10/2025 Page 12E�gf1233 HCM 7th TWSC 2025 Existing Condition 2: Northwest Highway & Egress Site Driveway Weekday Morning Peak Hour Int Delay, s/veh Lane Configurations tt tt r Traffic Vol, veh/h 0 465 497 0 0 0 Future Vol, veh/h 0 465 497 0 0 0 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 0 Veh in Median Storage, # - 0 0; - 0 Grade, % - 0 0 - 0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 0 2 3 0 0 0 Mvmt Flow 0 495 529 0 0 0 Conflicting Flow All - 0 - 0 776 264 Stage 1 - - 529 Stage 2 - - 247 - Critical Hdwy - 6.8 6.9 Critical Hdwy Stg 1 - - - 5.8 - Critical Hdwy Stg 2 5.8 - Follow-up Hdwy - - 3.5 3.3 Pot Cap-1 Maneuver 0 - 0 338 740 Stage 1 0 0_, 561 - Stage 2 0 - - 0 777 - Platoon blocked, % - Mov Cap-1 Maneuver - - 338 740 Mov Cap-2 Maneuver - - 338 - Stage 1 - - 561 - Stage 2 - - 777 - HCM LOS HCM Lane V/C Ratio HCM Lane LOS Stonefield Engineering and Design EX -AM Synchro 12 Report 04/10/2025 Page 126Agf2233 HCM 7th TWSC 2025 Existing Condition 1: Northwest Highway & Ingress Site Driveway Weekday Evening Peak Hour Int Delay, s/veh Future Vol, veh/h 1 519 644 0 0 0 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; - 0 Grade, % - 0 0 - 0 - Peak Hour Factor 93 93 93' 93 93 93 Heavy Vehicles, % 0 1 1 0 0 0 Mvmt Flow 1 558 692, 0 0 0 Conflicting Flow All 692 0 - 0 974 346 Stage 1 - - 692 Stage 2 - - 281 - Critical Hdwy 4.1 6.8 6.9 Critical Hdwy Stg 1 - - - 5.8 - Critical Hdwy Stg 2 5.8 - Follow-up Hdwy 2.2 - - 3.5 3.3 Pot Cap-1 Maneuver 912 - - 253 656 Stage 1 463 - Stage 2 - - 747 - Platoon blocked, % - - Mov Cap-1 Maneuver 912 - - 253 656 Mov Cap-2 Maneuver - - 253 - Stage 1 - - 463 - Stage 2 - - 747 - HCM LOS HCM Lane V/C Ratio 0.001 HCM Lane LOS Stonefield Engineering and Design EX -PM Synchro 12 Report 04/10/2025 Page 127Agf3233 HCM 7th TWSC 2025 Existing Condition 2: Northwest Highway & Egress Site Driveway Weekday Evening Peak Hour Int Delay, s/veh Lane Configurations tt tt r Traffic Vol, veh/h 0 520 644 0 0 1 Future Vol, veh/h 0 520 644 0 0 1 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 0 Veh in Median Storage, # - 0 0; - 0 Grade, % - 0 0 - 0 - Peak Hour Factor 93 93 93' 93 93 93 Heavy Vehicles, % 0 1 1 0 0 0 Mvmt Flow 0 559 692, 0 0 1 Conflicting Flow All - 0 - 0 972 346 Stage 1 - - 692 Stage 2 - - 280 - Critical Hdwy - 6.8 6.9 Critical Hdwy Stg 1 - - - 5.8 - Critical Hdwy Stg 2 5.8 - Follow-up Hdwy - - 3.5 3.3 Pot Cap-1 Maneuver 0 - 0 254 656 Stage 1 0 0_, 463 - Stage 2 0 - - 0 749 - Platoon blocked, % - Mov Cap-1 Maneuver - - 254 656 Mov Cap-2 Maneuver - - 254 - Stage 1 - - 463 - Stage 2 - - 749 - HCM LOS HCM Lane V/C Ratio - - - 0.002 HCM Lane LOS Stonefield Engineering and Design EX -PM Synchro 12 Report 04/10/2025 Page 128Agf4233 HCM 7th TWSC 2030 No -Build Condition 1: Northwest Highway & Ingress Site Driveway Weekday Morning Peak Hour Int Delay, s/veh Future Vol, veh/h 0 489 522 0 0 0 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; - 0 Grade, % - 0 0 - 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 0 2 3 0 0 0 Mvmt Flow 0 515 549' 0 0 0 Conflicting Flow All 549 0 - 0 807 275 Stage 1 - - 549 Stage 2 - - 257 - Critical Hdwy 4.1 6.8 6.9 Critical Hdwy Stg 1 - - - 5.8 - Critical Hdwy Stg 2 5.8 - Follow-up Hdwy 2.2 - - 3.5 3.3 Pot Cap-1 Maneuver 1030 - - 323 729 Stage 1 548 - Stage 2 - - 768 - Platoon blocked, % - - Mov Cap-1 Maneuver 1030 - - 323 729 Mov Cap-2 Maneuver - - 323 - Stage 1 - - 548 - Stage 2 - - 768 - HCM LOS HCM Lane V/C Ratio HCM Lane LOS Stonefield Engineering and Design NB -AM Synchro 12 Report 04/10/2025 Page 129Agf5233 HCM 7th TWSC 2030 No -Build Condition 2: Northwest Highway & Egress Site Driveway Weekday Morning Peak Hour Int Delay, s/veh Lane Configurations tt tt r Traffic Vol, veh/h 0 489 522 0 0 0 Future Vol, veh/h 0 489 522 0 0 0 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 0 Veh in Median Storage, # - 0 0; - 0 Grade, % - 0 0 - 0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 0 2 3 0 0 0 Mvmt Flow 0 520 555 0 0 0 Conflicting Flow All - 0 - 0 815 278 Stage 1 - - 555 Stage 2 - - 260 - Critical Hdwy - 6.8 6.9 Critical Hdwy Stg 1 - - - 5.8 - Critical Hdwy Stg 2 5.8 - Follow-up Hdwy - - 3.5 3.3 Pot Cap-1 Maneuver 0 - 0 319 726 Stage 1 0 0_, 544 - Stage 2 0 - - 0 766 - Platoon blocked, % - Mov Cap-1 Maneuver - - 319 726 Mov Cap-2 Maneuver - - 319 - Stage 1 - - 544 - Stage 2 - - 766 - HCM LOS HCM Lane V/C Ratio HCM Lane LOS Stonefield Engineering and Design NB -AM Synchro 12 Report 04/10/2025 Page 130Apf6233 HCM 7th TWSC 2030 No -Build Condition 1: Northwest Highway & Ingress Site Driveway Weekday Evening Peak Hour Int Delay, s/veh Future Vol, veh/h 1 545 677 0 0 0 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; - 0 Grade, % - 0 0 - 0 - Peak Hour Factor 93 93 93' 93 93 93 Heavy Vehicles, % 0 1 1 0 0 0 Mvmt Flow 1 586 728 0 0 0 Conflicting Flow All 728 0 - 0 1023 364 Stage 1 - - 728 Stage 2 - - 295 - Critical Hdwy 4.1 6.8 6.9 Critical Hdwy Stg 1 - - - 5.8 - Critical Hdwy Stg 2 5.8 - Follow-up Hdwy 2.2 - - 3.5 3.3 Pot Cap-1 Maneuver 885 - - 235 639 Stage 1 444 - Stage 2 - - 735 - Platoon blocked, % - - Mov Cap-1 Maneuver 885 - - 235 639 Mov Cap-2 Maneuver - - 235 - Stage 1 - - 444 - Stage 2 - - 735 - HCM LOS HCM Lane V/C Ratio 0.001 HCM Lane LOS Stonefield Engineering and Design NB -PM Synchro 12 Report 04/10/2025 Page 131Agf7233 HCM 7th TWSC 2030 No -Build Condition 2: Northwest Highway & Egress Site Driveway Weekday Evening Peak Hour Int Delay, s/veh Lane Configurations tt tt r Traffic Vol, veh/h 0 546 677 0 0 1 Future Vol, veh/h 0 546 677 0 0 1 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 0 Veh in Median Storage, # - 0 0; - 0 Grade, % - 0 0 - 0 - Peak Hour Factor 93 93 93' 93 93 93 Heavy Vehicles, % 0 1 1 0 0 0 Mvmt Flow 0 587 728 0 0 1 Conflicting Flow All - 0 - 0 1022 364 Stage 1 - - 728 Stage 2 - - 294 - Critical Hdwy - 6.8 6.9 Critical Hdwy Stg 1 - - - 5.8 - Critical Hdwy Stg 2 5.8 - Follow-up Hdwy - - 3.5 3.3 Pot Cap-1 Maneuver 0 - 0 236 639 Stage 1 0 0_, 444 - Stage 2 0 - - 0 737 - Platoon blocked, % - Mov Cap-1 Maneuver - - 236 639 Mov Cap-2 Maneuver - - 236 - Stage 1 - - 444 - Stage 2 - - 737 - HCM LOS HCM Lane V/C Ratio - - - 0.002 HCM Lane LOS Stonefield Engineering and Design NB -PM Synchro 12 Report 04/10/2025 Page 132Agf8233 HCM 7th TWSC 2030 Build Condition 1: Northwest Highway & Ingress Site Driveway Weekday Morning Peak Hour Int Delay, s/veh 0.7 Future Vol, veh/h 63 557 522 77 0 0 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; - 0 Grade, % - 0 0 - 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 0 2 3 0 0 0 Mvmt Flow 66 586 549 81 0 0 Conflicting Flow All 631 0 - 0 1016 315 Stage 1 - - 590 Stage 2 - - 426 - Critical Hdwy 4.1 6.8 6.9 Critical Hdwy Stg 1 - - - 5.8 - Critical Hdwy Stg 2 5.8 - Follow-up Hdwy 2.2 - - 3.5 3.3 Pot Cap-1 Maneuver 962 - - 238 686 Stage 1 522 - Stage 2 - - 633 - Platoon blocked, % - - Mov Cap-1 Maneuver 962 - - 218 686 Mov Cap-2 Maneuver - - 218 - Stage 1 - - 479 - Stage 2 - - 633 - HCM LOS HCM Lane V/C Ratio 0.069 HCM Lane LOS Stonefield Engineering and Design B-AM Synchro 12 Report 04/10/2025 Page 1314gf9233 HCM 7th TWSC 2030 Build Condition 2: Northwest Highway & Egress Site Driveway Weekday Morning Peak Hour Int Delay, s/veh 1.7 Lane Configurations tt tt r Traffic Vol, veh/h 0 552 522 0 68 56 Future Vol, veh/h 0 552 522 0 68 56 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 0 Veh in Median Storage, # - 0 0; - 0 Grade, % - 0 0 - 0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 0 2 3 0 0 0 Mvmt Flow 0 587 555 0 72 60 Conflicting Flow All - 0 - 0 849 278 Stage 1 - - 555 Stage 2 - - 294 - Critical Hdwy - 6.8 6.9 Critical Hdwy Stg 1 - - - 5.8 - Critical Hdwy Stg 2 5.8 - Follow-up Hdwy - - 3.5 3.3 Pot Cap-1 Maneuver 0 - 0 304 726 Stage 1 0 0_, 544 - Stage 2 0 - - 0 737 - Platoon blocked, % - Mov Cap-1 Maneuver - - 304 726 Mov Cap-2 Maneuver - - 304 - Stage 1 - - 544 - Stage 2 - - 737 - HCM LOS HCM Lane V/C Ratio - - 0.238 0.082 HCM Lane LOS Stonefield Engineering and Design B-AM Synchro 12 Report 04/10/2025 Page 134Agf0233 HCM 7th TWSC 2030 Build Condition 1: Northwest Highway & Ingress Site Driveway Weekday Evening Peak Hour Int Delay, s/veh 0.7 Future Vol, veh/h 58 623 677 69 0 0 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; - 0 Grade, % - 0 0 - 0 - Peak Hour Factor 93 93 93' 93 93 93 Heavy Vehicles, % 0 1 1 0 0 0 Mvmt Flow 62 670 728 74 0 0 Conflicting Flow All 802 0 - 0 1225 401 Stage 1 - - 765 Stage 2 - - 460 - Critical Hdwy 4.1 6.8 6.9 Critical Hdwy Stg 1 - - - 5.8 - Critical Hdwy Stg 2 5.8 - Follow-up Hdwy 2.2 - - 3.5 3.3 Pot Cap-1 Maneuver 830 - - 174 604 Stage 1 425 - Stage 2 - - 608 - Platoon blocked, % - - Mov Cap-1 Maneuver 830 - - 158 604 Mov Cap-2 Maneuver - - 158 - Stage 1 - - 386 - Stage 2 - - 608 - HCM LOS HCM Lane V/C Ratio 0.075 HCM Lane LOS Stonefield Engineering and Design B-PM Synchro 12 Report 04/10/2025 Page 135 c3fl233 HCM 7th TWSC 2030 Build Condition 2: Northwest Highway & Egress Site Driveway Weekday Evening Peak Hour Int Delay, s/veh 2.2 Lane Configurations tt tt r Traffic Vol, veh/h 0 603 677 0 78 65 Future Vol, veh/h 0 603 677 0 78 65 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 0 Veh in Median Storage, # - 0 0; - 0 Grade, % - 0 0 - 0 - Peak Hour Factor 93 93 93' 93 93 93 Heavy Vehicles, % 0 1 1 0 0 0 Mvmt Flow 0 648 728 0 84 70 Conflicting Flow All - 0 - 0 1052 364 Stage 1 - - 728 Stage 2 - - 324 - Critical Hdwy - 6.8 6.9 Critical Hdwy Stg 1 - - - 5.8 - Critical Hdwy Stg 2 5.8 - Follow-up Hdwy - - 3.5 3.3 Pot Cap-1 Maneuver 0 - 0 225 639 Stage 1 0 0_, 444 - Stage 2 0 - - 0 711 - Platoon blocked, % - Mov Cap-1 Maneuver - - 225 639 Mov Cap-2 Maneuver - - 225 - Stage 1 - - 444 - Stage 2 - - 711 - HCM LOS HCM Lane V/C Ratio - - 0.373 0.109 HCM Lane LOS Stonefield Engineering and Design B-PM Synchro 12 Report 04/10/2025 Page 136A&2233 Traffic Impact Study Proposed Daycare Facility Parcel ID: 03-33-407-025-0000 1040 W Northwest Highway Village of Mount Prospect Cook County, Illinois Prepared for: W Northwest MP LLC Date: May 6, 2025 SE&D Job Number: DET-240465 0 � John R. Corak, PE Senior Project Manager Kevin Heffernan, PE Senior Project Manager IL P.E. License 062.077227 555 S. Old Woodward Avenue, Suite 12L Birmingham, MI 48009 Page 137 of 233 STONEFIELD ENGINEERING & DESIGN, LLC PROPOSED DAYCARE FACILITY VILLAGE OF MOUNT PROSPECT, COOK COUNTY, ILLINOIS TABLE OF CONTENTS INTRODUCTION......................................................................................................................... I' 1 :11 11:1?7 DZ67 2025 EXISTING CONDITION.................................................................................................... 1 2025 Existing Roadway Conditions............................................................................................................... 1 2025 Existing Transit Service..........................................................................................................................2 2025 Existing Traffic Volumes.........................................................................................................................2 2025 Existing Crash Summary........................................................................................................................4 2025 Existing LOS/Capacity Analysis.............................................................................................................4 2030 NO -BUILD CONDITION................................................................................................... 5 BackgroundGrowth..........................................................................................................................................5 Other Planned Development Projects..........................................................................................................5 2030 No -Build Traffic Volumes......................................................................................................................5 2030 No -Build LOS/Capacity Analysis..........................................................................................................5 2030 BUILD CONDITION...........................................................................................................6 TripGeneration..................................................................................................................................................6 TripAssignment/Distribution..........................................................................................................................7 2030 Build Traffic Volumes..............................................................................................................................7 2030 Build LOS/Capacity Analysis.................................................................................................................7 Comparative Level of Service (Delay) Tables.............................................................................................8 2030 Build Queuing Analysis...........................................................................................................................8 SITE CIRCULATION/PARKING SUPPLY................................................................................. 9 Access& Circulation.........................................................................................................................................9 ParkingGeneration............................................................................................................................................9 Pick -Up & Drop -Off Operations..................................................................................................................10 Pick -Up & Drop -Off Demand....................................................................................................................... Pick -Up & Drop -Off Demand — Conservative Turnover Rate.............................................................13 CONCLUSIONS......................................................................................................................... 15 Page 138 of 233 STONEFIELD ENGINEERING & DESIGN, LLC PROPOSED DAYCARE FACILITY VILLAGE OF MOUNT PROSPECT, COOK COUNTY, ILLINOIS TECHNICAL APPENDIX LEVEL OF SERVICE/AVERAGE CONTROL DELAY CRITERIA TURNING MOVEMENT COUNT DATA Intersection of Northeast Highway and Easterly Site Driveway Intersection of Northwest Highway and Westerly Site Driveway DAYCARE TRANSACTION TIME DATA Weekday Morning Drop -Off Transaction Time Data Weekday Evening Pick -Up Transaction Time Data ANNUAL AVERAGE DAILY TRAFFIC DATA 2023 — Northwest Highway between Waterman Avenue and Dale Avenue FIGURES Figure I — Site Location Map Figure 2 — 2025 Existing Traffic Volumes Figure 3 — 2030 No -Build Traffic Volumes Figure 4 — Site -Generated Traffic Volumes Figure 5 — 2030 Build Traffic Volumes HIGHWAY CAPACITY ANALYSIS DETAIL SHEETS 2025 Existing Traffic Conditions 2030 No -Build Traffic Conditions 2030 Build Traffic Conditions Page 139 of 233 STONEFIELD ENGINEERING & DESIGN, LLC PROPOSED DAYCARE FACILITY VILLAGE OF MOUNT PROSPECT, COOK COUNTY, ILLINOIS INTRODUCTION This Traffic Impact Study was prepared to investigate the potential impacts of the proposed daycare facility on the adjacent roadway network. The subject property is located along the northerly side of Northwest Highway in the Village of Mount Prospect, Cook County, Illinois. The site location is shown on appended Figure I. The subject property is designated as parcel 03-33-407-025-0000 as depicted on the Cook County Tax Map. The site has approximately 275 feet of frontage along Northwest Highway. The existing site is occupied by a 13,466-square-foot vacant building. Access is presently provided via one (1) ingress -only driveway and one (1) egress -only driveway along Northwest Highway. Under the proposed development program, the existing building would be retrofitted into a 339-student daycare facility with auxiliary playground space. Access is proposed to remain as -is via one (1) ingress -only driveway and one (1) egress -only driveway along Northwest Highway. METHODOLOGY Stonefield Engineering & Design, LLC has prepared this Traffic Impact Study in accordance with the recommended guidelines and practices outlined by the Institute of Transportation Engineers (ITE) within Transportation Impact Analyses for Site Development. A detailed field investigation was performed to assess the existing conditions of the adjacent roadway network. A data collection effort was completed to identify the existing traffic volumes at the study intersections to serve as a base for the traffic analyses. Capacity analysis, a procedure used to estimate the traffic -carrying ability of roadway facilities over a range of defined operating conditions, was performed using the Highway Capacity Manual, 7`" Edition (HCM) and the Synchro 12 Software for all study conditions to assess the roadway operations. For an unsignalized intersection, Level of Service (LOS) A indicates operations with delay of less than 10 seconds per vehicle, while LOS F describes operations with delay in excess of 50 seconds per vehicle. For a signalized intersection, LOS A indicates operations with delay of less than 10 seconds per vehicle, while LOS F describes operations with delay in excess of 80 seconds per vehicle. The Technical Appendix contains the Highway Capacity Analysis Detail Sheets for the study intersections analyzed in this assessment. 202S EXISTING CONDITION 2025 EXISTING ROADWAY CONDITIONS The proposed daycare facility is located along the northerly side of Northwest Highway in the Village of Mount Prospect, Cook County, Illinois. The subject property is designated as parcel 03-33-407-025-0000 as Page 140 of 233 STONEFIELD ENGINEERING & DESIGN, LLC PROPOSED DAYCARE FACILITY VILLAGE OF MOUNT PROSPECT, COOK COUNTY, ILLINOIS depicted on the Cook County Tax Map. The site has approximately 275 feet of frontage along Northwest Highway. Land uses in the area are a mix of commercial, educational, and residential uses. Northwest Highway (U.S. Route 14) is classified as a Minor Arterial roadway with a general east -west orientation and is under the jurisdiction of the Illinois Department of Transportation (IDOT). Along the site frontage, the roadway provides two (2) lanes of travel in each direction and has a posted speed limit of 40 mph to the west of the site and 30 mph to the east of the site. Curb is provided along both sides of the roadway, sidewalk is provided along the northerly side of the roadway, shoulders are not provided, and on -street parking is not permitted. Northwest Highway provides east -west mobility throughout the Village of Mount Prospect and neighboring municipalities and provides access to IL 53 to the west of the site and IL 83 to the east of the site, serving a mix of residential and commercial uses along its length. 2025 EXISTING TRANSIT SERVICE The subject site is located approximately one (1) mile (20-minute walk) from the Mount Prospect Train Station which serves the Metra Union Pacific Northwest Line and provides direct service to Arlington Heights and Chicago as well as transfer service to the Metra Union Pacific North Line. At Chicago Terminal, transfers are available to every line on the Metra Railroad System. Further, the proposed development is located approximately one (1) mile (I9-minutewalk) from bus stops that service Pace Bus Route 234, with the nearest stop located at the intersection of Northwest Highway and Main Street. Pace Bus Route provides service to De Plaines and Wheeling, and various points of interest throughout Cook and Lake Counties. The non -vehicular transportation modes available in the general vicinity of the subject site are summarized on Table I. TABLE I — MULTI-MODALTRANSPORTATION OPTIONS Proximity to Travel Mode I Site Destinations Chicago, Clybourn, Irving Park, Jefferson Park, Gladstone Park, Mount Prospect Norwood Park, Edison Park, Park Ridge, Dee Road, Des Plaines, mile Cumberland, Mount Prospect, Arlington Heights, Arlington Train Station Park, Palatine, Barrington, Fox River Grove, Cary, Pingree Road, Crystal Lake, Woodstock, Harvard Pace Bus Route 234 mile I De Plaines, Mount Prospect, Prospect Heights, Arlington Heights, Wheeling, Buffalo Grove 2025 EXISTING TRAFFIC VOLUMES Turning movement counts were collected during the typical weekday morning and weekday evening time periods to evaluate existing traffic conditions and identify the specific hours when traffic activity on the adjacent roadways is at a maximum and could be potentially impacted by the development of the site. Turning movement counts were collected at the following intersections: 2 Page 141 of 233 STONEFIELD ENGINEERING & DESIGN, LLC PROPOSED DAYCARE FACILITY VILLAGE OF MOUNT PROSPECT, COOK COUNTY, ILLINOIS ♦ Northwest Highway and Easterly Site Driveway ♦ Northwest Highway and Westerly Site Driveway Specifically, turning movement counts were conducted on Tuesday, March 4, 2025, from 7:00 a.m. to 9:00 a.m. and from 4:00 p.m. to 6:00 p.m. The study time periods were chosen as they are representative of the peak periods of both the adjacent roadway network and the proposed development. The traffic volume data was collected and analyzed to identify the design peak hour in accordance with HCM and ITE guidelines. Based on the review of the count data the weekday morning peak hour occurred from 7:45 a.m. to 8:45 a.m. and the weekday evening peak hour occurred from 4:30 p.m. to 5:30 p.m. The Technical Appendix contains a summary of the turning movement count data. Annual average daily traffic (AADT) volumes, including the percentage of truck traffic, were obtained from the IDOT 2023 Illinois Travel Statistics. Within the vicinity, the nearest AADT volumes were located along Northwest Highway between its intersections with Waterman Avenue and Dale Avenue to the west of the subject site and were conducted from 12:00 a.m. on Wednesday, July 26, 2023, to 12:00 a.m. on Thursday, July 27, 2023. The Technical Appendix contains a summary of the IDOT AADT volumes conducted along Northwest Highway. Note that the IDOT traffic volumes depicted in the appendix represent the unadjusted data. These volumes are further adjusted by the IDOT based on seasonal adjustment factors and the day of the week the counts were conducted on. Table 2 summarizes the AADT volumes published by IDOT. TABLE 2 — SUMMARY OF IDOTAADTVOLUMES Location I IDOT AADT (Year) Trucks (Pero Northwest Highway (U.S. Route 14) 1 9,700 (2023) 260 (2.7%) The AADT volumes were compared to the 2025 turning movement counts conducted during the weekday morning and weekday evening peak hours. Table 3 compares the peak hours of the AADT volumes to the 2025 turning movement counts conducted along Northwest Highway. TABLE 3—AADTANDTMC COMPARISON Location IDOT Peak Hour TMC Peak Hour Volumes (2023) Volumes (2025) Percent Difference AM F PM AM I PM AM I PM Northwest Highway (U.S. Route 14) 1 744 1 1,056 1 962 1 1,164 1 +29.3% 1 + 10.2% As shown in Table 3, the turning movement counts conducted along Northwest Highway contained greater volumes than the AADT volumes conducted by IDOT in 2023 during the peak hours studied. As such, 3 Page 142 of 233 STONEFIELD ENGINEERING & DESIGN, LLC PROPOSED DAYCARE FACILITY VILLAGE OF MOUNT PROSPECT, COOK COUNTY, ILLINOIS the turning movement counts were utilized to generate the 2025 Existing weekday morning and weekday evening peak -hour volumes and are summarized on appended Figure 2. 2025 EXISTING CRASH SUMMARY An analysis of the preexisting crash data along the adjacent roadway network was conducted to evaluate and address potential safety concerns along Northwest Highway. Specifically, the data was obtained from the IDOT Division of Transportation Safety within 250 feet of the intersection of Northwest Highway and Dale Avenue located directly to the west of the site from 2019 to 2023. Table 4 provides a summary of the crash data. TABLE 4—CRASH HISTORY SUMMARYWITHIN SITEVICINITY Location — Within 250' of Intersection Year Number of Crashes Collision Type Crash Severity Weather Condition Intersection of Northwest Highway and Dale Avenue 2019 0 - - - 2020 0 - - - 2021 0 - - 2022 1 Left -Turn Property Damage Only Clear 2023 0 - - - As illustrated in Table 4, one (1) collision was experienced within 250 feet of the intersection of Northwest Highway and Dale Avenue from 2019 to 2023. The crash did not result in a reported injury or fatality nor involve pedestrians or bicyclists. As such, no significant safety concerns are anticipated along the Northwest Highway site frontage. 2025 EXISTING LOS/CAPACITY ANALYSIS A Level of Service and Volume/Capacity analysis was conducted for the 2025 Existing Condition during the weekday morning and weekday evening peak hours at the study intersections and existing site driveways. Under the existing condition, the turning movements at the unsignalized intersection of Northwest Highway and the ingress site driveway are calculated to have a Level of Service A during the weekday morning and weekday evening peak hours. The turning movements at the unsignalized intersection of Northwest Highway and the egress site driveway are calculated to have a Level of Service B or better during the weekday morning and weekday evening peak hours. 0 Page 143 of 233 STONEFIELD ENGINEERING & DESIGN, LLC PROPOSED DAYCARE FACILITY VILLAGE OF MOUNT PROSPECT, COOK COUNTY, ILLINOIS 2030 NO -BUILD CONDITION BACKGROUND GROWTH The 2025 Existing Condition traffic volume data was grown to a future horizon year of 2030, which is a conservative estimate for when the proposed daycare facility is expected to be fully constructed. Traffic growth in the area is determined to be a combination of expected land development and projected population growth in the region. Based on a review of the Chicago Metropolitan Agency for Planning (CMAP) ON TO 2050 Socioeconomic Forecast Appendix for Cook County, traffic volumes along Northwest Highway are anticipated to experience an annual, compounded growth rate of approximately 0.44%. In order to provide a conservative analysis, a 1.00% compounded background growth rate was utilized instead. As such, the existing traffic volumes at the study intersections were increased by 1.00% annually for five (5) years. To evaluate the future traffic conditions, it is important to consider the potential site -generated traffic of other projects that could influence the traffic volume at the study intersections. Other planned development projects include those that are either in the entitlement process or have recently been approved for building permits in proximity to the proposed development. Based on consultations with the Village of Mount Prospect Freedom of Information Officer, Karen Agoranos, there are no planned development projects within the area of the subject site. As such, the application of the background growth rate would be adequate to account for background traffic growth. 2030 NO -BUILD TRAFFIC VOLUMES The background growth rate was applied to the 2025 Existing Traffic Volumes to calculate the 2030 No - Build Traffic Volumes for the weekday morning and weekday evening peak hours. These volumes are summarized on appended Figure 3. 2030 NO -BUILD LOS/CAPACITY ANALYSIS A Level of Service and Volume/Capacity analysis was also conducted for the 2030 No -Build Condition during the weekday morning and weekday evening peal. hours at the study intersections and existing site driveways. The turning movements at the unsignalized intersection of Northwest Highway and the ingress site driveway are calculated to operate generally consistent with the findings of the 2025 Existing Condition during the weekday morning and weekday evening peak hours. The turning movements at the unsignalized intersection of Northwest Highway and the egress site driveway are calculated to operate generally consistent with the findings of the 2025 Existing Condition during the weekday morning and weekday evening peak hours. 5 Page 144 of 233 STONEFIELD ENGINEERING & DESIGN. LLC PROPOSED DAYCARE FACILITY VILLAGE OF MOUNT PROSPECT, COOK COUNTY, ILLINOIS 2030 BUILD CONDITION TRIP GENERATION The site -generated traffic volume of the proposed daycare facility was estimated to identify the potential impacts of the project. Trip generation projections were prepared utilizing ITE's Trip Generation Manual, I I`" Edition. Trip generation rates associated with Land Use 565 "Day Care Center" were cited for the proposed 339-student daycare facility. Table 5 provides the weekday morning and weekday evening peak hour trip generation volumes associated with the proposed development. TABLE 5 — PROPOSEDTRIP GENERATION Land Use 339-Student Day Care Center ITE Land Use 565 Weekday Morning Peak Hour nter Exit Tots 140 124 264 Weekday Evening Peak Hour nter Exit Total 126 142 268 Unlike a traditional school with set arrival and dismissal times, the proposed childcare facility allows drop- off and pick-up across multiple hours in the morning and evening, dispersing the traffic impact of the site across a wider period of time as opposed to a concentrated drop-off and pick-up period. Additionally, vehicles are frequently occupied by multiple children (i.e. siblings and carpools), and the site's location near a residential neighborhood facilitates and promotes local pedestrian trips within walking distance of the site. Finally, numerous factors including part-time schedules and absentees due to sickness and vacations contribute to typical operating volumes of approximately 85% that of the actual licensed capacity. These characteristics contribute to a reduced traffic impact on the surrounding roadway network. As stated within Chapter 10 of ITE's Trip Generation Handbook, 3rd Edition, there are instances when the total number of trips generated by a site is different from the amount of new traffic added to the street system by the generator. Childcare facilities are specifically located on or adjacent to busy streets to attract motorists already on the roadway. Therefore, the proposed development would be expected to attract a portion of its trips from the traffic passing the site on the way from an origin to an ultimate destination. These trips do not add new traffic to the adjacent roadway system and are referred to as pass -by trips. Based on data provided by ITE, 44% of peak -hour traffic associated with Land Use 565 "Day Care Center" consists of "pass -by" trips. Additionally, based on characteristics of childcare facilities, in which many trips are made by a parent or caregiver while traveling to/from work, it is likely a portion of the site generated trips would consist of "diverted link" trips. As stated within Chapter 10 of ITE's Trip Generation Handbook, 3rd Edition, diverted link trips are "attracted from the traffic volume on roadways within the vicinity of the site generator but without direct 6 Page 145 of 233 STONEFIELD ENGINEERING & DESIGN. LLC PROPOSED DAYCARE FACILITY VILLAGE OF MOUNT PROSPECT, COOK COUNTY, ILLINOIS access to the site." A diverted link trip adds traffic to streets adjacent to a site and could remove a trip on streets from which it diverted; however, the trip does not constitute an increase of traffic on a macroscopic level. Based on data provided by ITE, 32% of peak -hour traffic associated with Land Use 565 "Day Care Center" consists of diverted link trips. As part of the conservative traffic analysis provided within this report, no reduction for "pass -by" traffic or "diverted link" traffic was applied. All traffic volumes are assumed to be new to the roadway network. TRIP ASSIGNMENT/DISTRIBUTION The trips generated by the proposed development were distributed according to the existing travel pattern along the adjacent roadways and the access management plan of the site. Table 6 summarizes the distribution of the site -generated trips along the adjacent roadway network. TABLE 6 — SITE -GENERATED TRIP DISTRIBUTION Weekday Morning Weekday Evening Origin & Destination Peak Hour Peak Hour To/From Eastbound via Northwest Highway 45% 45% To/From Westbound via Northwest Highway 55% 55% Total 100% 100 % The Site -Generated Traffic Volumes are illustrated on appended Figure 4. 2030 BUILD TRAFFIC VOLUMES The site -generated trips were added to the 2030 No -Build Traffic Volumes to calculate the 2030 Build Traffic Volumes and are shown on appended Figure S. 2030 BUILD LOS/CAPACITY ANALYSIS A Level of Service and Volume/Capacity analysis was also conducted for the 2030 Build Condition during the weekday morning and weekday evening peak hours at the study intersections and proposed site driveways. Tables 7 through 10 compare the 2025 Existing, 2030 No -Build, and 2030 Build Conditions Level of Service and delay values. The turning movements at the unsignalized intersection of Northwest Highway and the ingress site driveway are calculated to operate at a Level of Service A during the weekday morning and weekday evening peak hours. The turning movements at the unsignalized intersection of Northwest Highway and the egress site driveway are calculated to operate at a Level of Service C or better during the weekday morning peak hour and Level of Service D or better during the weekday evening peak hour. 7 Page 146 of 233 STONEFIELD ENGINEERING & DESIGN, LLC PROPOSED DAYCARE FACILITY VILLAGE OF MOUNT PROSPECT, COOK COUNTY, ILLINOIS COMPARATIVE LEVEL OF SERVICE (DELAY) TABLES NORTHWEST HIGHWAY & INGRESS SITE DRIVEWAY EB (Eastbound) is the Northwest Highway approach X (n) = Level of Service (seconds of delay) TABLE 7 —WEEKDAY MORNING PEAK HOUR Lane Group 2025 Existing 2030 No -Build 2030 Build EB Left No Volume No Volume A (9.0) EB Through No Delay No Delay A (0.6) TABLE 8 —WEEKDAY EVENING PEAK HOUR Lane Group 2025 Existing 2030 No -Build 2030 Build EB Left A (9.0) A (9.1) A (9.7) EB Through No Delay No Delay A (0.8) NORTHWEST HIGHWAY & EGRESS SITE DRIVEWAY SB (Southbound) approach is the Egress Site Driveway approach X (n) = Level of Service (seconds of delay) TABLE 9 —WEEKDAY MORNING PEAK HOUR Lane Group 2025 Existing 2030 No -Build 2030 Build SB Left No Volume No Volume C (20.5) SB Right No Volume No Volume B (10.4) TABLE 10 —WEEKDAY EVENING PEAK HOUR Lane Group 2025 Existing 2030 No -Build 2030 Build SB Left No Volume No Volume D (30.2) SB Right B (10.5) B (10.6) B (11.3) 2030 BUILD QUEUING ANALYSIS In addition to the Level of Service and Volume/Capacity analysis conducted for the 2030 Build Condition, a queuing analysis was conducted during the weekday morning and weekday evening peak hours at the study intersections and proposed site driveway to evaluate the potential for vehicle queues stacking within the proposed site drive aisles. Table I I compares the provided storage lengths to the anticipated 2030 Build Condition 95`h percentile queuing at each of the study locations for the weekday morning and weekday evening peak hours. 8 Page 147 of 233 STONEFIELD ENGINEERING & DESIGN, LLC PROPOSED DAYCARE FACILITY VILLAGE OF MOUNT PROSPECT, COOK COUNTY, ILLINOIS TABLE I I — 95TH PERCENTILE QUEUING SUMMARY Storage 2030 Build Condition Intersection Movement Length Weekday Weekday Provided Morning Evening Northwest Highway (E/W) and EB Left > 1,000, 5' 5' Ingress Site Driveway N Northwest Highway (E/W) and SB Left =50' 20' 32.5' SB Right =50' 7.5' 10, Egress Site Driveway (N) As shown in Table 11, the 95" percentile queues at the study locations are not anticipated to extend past the provided storage lengths at any of the turning movements during the studied time periods. SITE CIRCULATION/PARKING SUPPLY A review was conducted of the proposed daycare facility using the Site Plan prepared by our office, dated May 6, 2025. In completing this review, particular attention was focused on the site access, circulation, and parking supply. ACCESS & CIRCULATION Access is proposed to remain as -is via one (1) ingress -only driveway and one (1) egress -only driveway along Northwest Highway. The proposed building would be located at the southerly portion of the site with auxiliary playground areas located at the northerly portion of the site. Surface -level parking spaces would continue to be located along the perimeter of the site with the trash enclosure proposed to remain as -is at the northwesterly corner of the site. Vehicular circulation throughout the site would be facilitated via a minimum of 17-foot-wide one (I) -way drive aisles and 24-foot-wide two (2)-way drive aisles. PARKING GENERATION Regarding the parking requirements for the proposed development, the Village of Mount Prospect Ordinance requires daycare facilities to have one (1) parking space per employee plus one (1) parking space per 10 licensed capacity slots. For the proposed daycare facility consisting of 49 employees and 339 licensed capacity slots, this equates to 83 required parking spaces. Furthermore, the Ordinance requires developments that provide parking lots between 76 and 100 parking spaces to have a minimum of four (4) ADA accessible parking spaces. The site would provide 86 total parking spaces, inclusive of four (4) ADA accessible parking spaces, which meets the parking requirements and would be sufficient to support this project's parking demand. The 90-degree parking spaces would be nine (9) feet wide by 16 feet deep which is equivalent to their dimensions in the existing condition. The 60-degree parking spaces would be 10.4 feet wide by 17 feet deep 9 Page 148 of 233 STONEFIELD ENGINEERING & DESIGN, LLC PROPOSED DAYCARE FACILITY VILLAGE OF MOUNT PROSPECT, COOK COUNTY, ILLINOIS which constitutes an improvement over the existing condition in which the 60-degree parking spaces are 10.3 feet wide by 16 feet deep. The parking supply was evaluated with respect to data published within the ITE's Parking Generation, 61h Edition, for Land Use 565 "Day Care Center." ITE provides peak parking demand data for childcare facilities based on number of students, number of staff, and gross floor area of the building. Table 12 provides a summary of the ITE data and the forecasted peak parking demand. TABLE 12 — PROPOSED PARKING GENERATION Independent Variable Rate Quantity Parking Demand Students 0.25 vehicles per student 339 students 85 vehicles Employees 1.25 vehicles per employee 49 employees 61 vehicles Gross Floor Area 2.27 vehicles per 1,000 SF 21,700 SF 49 vehicles Parking Provided 86 Spaces As such, the proposed parking supply of 86 parking spaces would be sufficient to support the parking demand of the site. PICK-UP & DROP-OFF OPERATIONS Under the proposed development plan, 49 parking spaces located primarily along the easterly and northerly sides of the site would be utilized for employee parking. With a maximum of 49 employees, the proposed employee parking supply would be sufficient to support the employee parking demand without accounting for carpooling, pick-up/drop-off, or other non -single -occupancy vehicular travel means. The remaining 37 parking spaces, located along the westerly and southerly sides of the site, would be designated for student drop-off and pick-up. For drop-off and pick-up, parents/guardians park in these dedicated spaces and walk the children to/from the childcare facility. Vehicles do not queue on -site nor along the roadway network. Based on data collected by our office at similar national brand childcare facilities, morning drop-offs take approximately six (6) minutes on average and evening pick-ups take approximately seven (7) minutes on average. Using those rates, each designated parking space can accommodate 10 morning drop-offs and 8.5 evening pick-ups. As such, the 37 proposed dedicated parking drop-off/pick-up spaces can accommodate 370 peak hour drop-offs and 314 peak hour pick-ups, whereas the peak -hour trip generation is forecasted to be 124 drop-offs in the weekday morning peak period and 126 pick-ups in the weekday evening peak hour (see Table 5). A summary of the drop-off and pick-up duration data collected is provided within the Technical Appendix. 10 Page 149 of 233 STONEFIELD ENGINEERING & DESIGN, LLC PROPOSED DAYCARE FACILITY VILLAGE OF MOUNT PROSPECT, COOK COUNTY, ILLINOIS PICK-UP & DROP-OFF DEMAND To account for variability of vehicle arrivals over the course of the peals hour, a queuing analysis was conducted utilizing Poisson random arrival distribution. For parking demand turnover, an "M I M I c" queuing system, with exponential arrivals (M), exponential queuing systems (M), and multiple servers (c), was utilized. The analysis utilized the following assumptions for the critical weekday evening peak hour: Service rate (A): 126 vehicles per hour Average service time (t): 7 minutes Maximum services per hour (p): 8.5 services per hour per space Number of servers (c): 37 parking spaces The minimum number of servers necessary to support the demand without exceeding 100% utilization (p) is determined using the following formula: Where: P µ p = minimum servers required (as specified above) X = service rate (as specified above) p = maximum services per hour (as specified above) Accordingly, 14.8 servers are necessary to support the site pick-up operations. Practically speaking, this equates to 15 parking spaces. The following formula calculates the probability of there being an empty system (i.e. all 37 parking spaces are available): Where: c-1 -i PO =�Pn PS cµ l n! + c! �cµ —A n=0 Po = probability of an empty system A = service rate (as specified above) p = maximum services per hour (as specified above) Page 150 of 233 STONEFIELD ENGINEERING & DESIGN, LLC PROPOSED DAYCARE FACILITY VILLAGE OF MOUNT PROSPECT, COOK COUNTY, ILLINOIS p = minimum servers required (as specified above) n = number of parked vehicles c = number of servers (as specified above) Using the above equation, the probability of an empty system is 0.000036%. The probability of (n) parked vehicles within the system is determined utilizing the formula below.' Where: Pn Pn = n * Pp Pn = probability of (n) parked vehicles p = minimum servers required (as specified above) n = number of parked vehicles Po = probability of an empty system Using the above equation, the probability of (n) parked vehicles was calculated for each potential iteration from zero (0) to 37 vehicles. The probabilities are shown graphically on Exhibit I, and a summary of the probabilities for (n) parked vehicles is provided in Table 13. EXHIBIT I — PROBABILITY OF PARKED VEHICLES ON -SITE I Note that this formula is modified when (n) is greater than the number of servers (c), however these calculations were not performed as the probability of 37 parked vehicles is less than 0.001%, and further increases in demand continue to trend toward a probability of 0%. 12 Page 151 of 233 STONEFIELD ENGINEERING & DESIGN, LLC PROPOSED DAYCARE FACILITY VILLAGE OF MOUNT PROSPECT, COOK COUNTY, ILLINOIS TABLE 13 - PARKED VEHICLES PROBABILITY SUMMARY Number of Parked Vehicles n Probability Sum of Probabilities 0 0.000036% 0.000036% 1 0.00054% 0.00058% 2 0.0040% 0.0046% 3 0.020 % 0.024% 4 0.073% 0.098% 5 0.018% 0.32% 6 0.54% 0.85% 7 1.14% 1.99% 8 2.11% 4.10% 9 3.48% 7.58% 10 5.15% 12.73% 11 6.94% 19.67% 12 8.58% 28.25% 13 9.78% 38.03% 14 10.35% 48.38% 15 10.23% 58.62% 16 9.48% 68.10% 17 8.27% 76.36% 18 6.81% 83.17% Number of Parked Vehicles n Probability Sum of Probabilities 19 5.31 % 88.48% 20 3.94% 92.42% 21 2.78% 95.20% 22 1.87% 97.07% 23 1.21 % 98.28% 24 0.75% 99.02% 25 0.44% 99.46% 26 0.25% 99.72% 27 0.14% 99.85% 28 0.073% 99.93% 29 0.037% 99.97% 30 0.018% 99.984% 31 0.0088% 99.9927% 32 0.0041 % 99.9968% 33 0,0018% 99.9986% 34 0.00080% 99.99943% 35 0.00034% 99.99978% 36 0.00014% 99.999910% 37 0.000056% 99.999963% As shown in Table 13, the 95" percentile parking demand rate for evening pick-up at the proposed daycare facility is 21 parked vehicles. As such, the proposed supply of 37 parking spaces would be sufficient to support the drop-off and pick-up operations of the proposed development. PICK-UP & DROP-OFF DEMAND - CONSERVATIVE TURNOVER RATE At the request of the Village Engineer, a similar analysis was conducted utilizing a conservative 15-minute pick-up duration. Using the same methodology, the following results were calculated. ♦ Average turnover time: 15 minutes (Village Engineer specified rate) ♦ Maximum services per hour: 4 ♦ Minimum servers (parking spaces) required: 32 ♦ Probability of an empty parking lot: 1.91 E-12% The probability of a specific number of parked vehicles is shown graphically on Exhibit 2. 13 Page 152 of 233 STONEFIELD ENGINEERING & DESIGN, LLC PROPOSED DAYCARE FACILITY VILLAGE OF MOUNT PROSPECT, COOK COUNTY, ILLINOIS EXHIBIT 2 - PROBABILITY OF PARKED VEHICLES ON -SITE - VILLAGE ENGINEER RATE A summary of the probabilities for (n) parked vehicles is provided in Table 14. TABLE 14- PARKEDVEHICLES PROBABILITY SUMMARY -VILLAGE ENGINEER RATE Number of Parked Vehicles n Probability Sum of Probabilities 0 1.9E-12% 1.9712% 1 6.0E-I I% 6.2E-I I% 2 9.5E-10% I.OE-9% 3 9.9E-9% 1.1 E-8% 4 7.8E-8% 8.9E-8% 5 4.9E-7% 5.8E-7% 6 0.0000026% 0.0000032% 7 0.000012% 0.000015% 8 0.000046% 0.000061 % 9 0.00016% 0.00022% 10 0.00051 % 0.00073% II 0.0014% 0.0022% 12 0.0038% 0.006% 13 0.0092% 0,015% 14 0.021 % 0.036% 15 0.044% 0.079% 16 0.086% 0.17% 17 0.16% 0.32% 18 0.28% 0.60% Number of Parked Vehicles n Probability Sum of Probabilities 19 0.46% 1.06% 20 0.73% 1.79% 21 1.09% 2.88% 22 1.56% 4.43% 23 2.13 % 6.57% 24 2.80% 9.37% 25 3.53% 12.89% 26 4.27% 17.17% 27 4.99% 22.15% 28 5.61 % 27.76% 29 6.09% 33.86% 30 6.40% 40.25% 31 6.50% 46.76% 32 6.40% 53.16% 33 6.1 1 % 59.26% 34 5.66% 64.92% 35 5.09% 70.02% 36 4.46% 74.47% 37 3.79% 78.27% Continuing the calculations beyond the proposed 37 drop-off and pick-up spaces, the 95`" percentile parking demand rate for evening pick-up is 47 parked vehicles. It is important to note that these probabilities 14 Page 153 of 233 STONEFIELD ENGINEERING & DESIGN, LLC PROPOSED DAYCARE FACILITY VILLAGE OF MOUNT PROSPECT, COOK COUNTY, ILLINOIS are based on a pick-up duration more than double the average pick-up rate, and as a result are extremely conservative in nature. CONCLUSIONS This report was prepared to examine the potential traffic impact of the proposed daycare facility. The analysis findings, which have been based on industry -standard guidelines, indicate that the proposed development would not have a significant impact on the traffic operations of the adjacent roadway network. The site driveways and on -site layout have been designed to provide for effective access to and from the subject property. Based on the Village of Mount Prospect Ordinance parking requirements and local characteristics of the site and surrounding area, the parking supply would be sufficient to support this project. The number of pick-up and drop-off spaces would be sufficient to support the operations of the proposed daycare facility without queuing on the site or backing onto the roadway network. V:\DET\2024\DET-240465 Jon Farazmand - 1040 W Northwest Highway, Mount Prospect, IL\Calculations & Reports\Traffic\Reports\2025-05 TIS\2025-05 Traffic Impact Study.docx 15 Page 154 of 233 TECHNICAL APPENDIX Page 155 Af1233 LEVEL OF SERVICE/AVERAGE CONTROL DELAY CRITERIA Page 156 Af2233 LEVEL OF SERVICE /AVERAGE CONTROL DELAY CRITERIA The ability of a roadway to effectively accommodate traffic demand is determined through an assessment of the volume -to -capacity ratio, delay and Level of Service of the lane group and/or intersection. The volume -to -capacity ratio is the ratio of traffic flow rate to capacity for a given transportation facility. As defined within the Highway Capacity Manual, Th Edition (HCM), intersection delay is the total additional travel time experienced by drivers, passengers, or pedestrians as a result of control measures and interaction with other users of the facility, divided by the volume departing from the corresponding cross section of the facility. Level of service is a qualitative measure describing operational conditions within a traffic stream, based on service measures such as speed and travel time, freedom to maneuver, traffic interruptions, comfort and convenience. For an unsignalized intersection, LOS A indicates operations with delay less than 10 seconds per vehicle, while LOS F describes operations with delay in excess of 50 seconds per vehicle. For a signalized intersection, LOS A indicates operations with delay less than 10 seconds per vehicle and LOS F denotes operations with delay in excess of 80 seconds per vehicle. Level Of Signalized Delay Range Unsignalized Delay Range Service (average control delay in (average control delay in D >35 and <=55 E >55 and <=80 F E Me >25 and <=35 >35 and <=50 >50 Source: Highway Capacity Manual, 7`h Edition Page 157 pb233 TURNING MOVEMENT COUNT DATA Page 158 Af4233 Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: East Dwy -- W Northwest Hwy QC JOB : 16946201 CITY/STATE: Mount Prospect, IL DATE: Tue, Mar 4 2025 0 o Peak -Hour: 7:45 AM -- 8:45 AM 0 0 s 0 0 0 Peak 15-Min: 8:00 AM -- 8:15 AM o a 0 .+ # 4 ✓ ♦ �. 497 0 .!' t 0 497 1.8 s 0 J �� t 0« 1.8 465 497 2.2 + f 1.8 �j 465 0 r 0 465QC 2.2 +r 0 1 ``� ,// i` 0 +w 2.2 0 0 F 0 0 0 0 TRUE DATA TO IMPROVE MOBILITY 0 10 0 0 j 4 %. L 0 r� t o 0 0 0 � _L� � A ✓ iA 4 w ? t ✓ i4 N/A N/A N/A N/A f r+ I N/A I I � * r� N/A � f 15-Min Count Period East Dwy (Northbound) East Dwy (Southbound) W Northwest Hwy (Eastbound) W Northwest Hwy (Westbound) Total Hourly Totals Beginning At Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 7:00 AM 0 0 0 0 0 0 0 0 0 88 0 0 0 69 0 0 157 7:15 AM 0 0 0 0 0 0 0 0 0 115 0 0 0 76 0 0 191 7:30 AM 0 0 0 0 0 0 0 0 0 130 0 0 0 110 0 0 240 7:45 AM 0 0 0 0 0 00' 0 0 122 0 0 0 118 0 0 ? 240 828 ., 8:15 AM 0 0 0 0 0 0 0 0 0 109 0 0 0 115 0 0 224 958 8:30 AM 0 0 0 0 0 0 0 0 f 0 126 0 0 0 118 0 0 244 962 8:45AM 0 0 0 0 0 0 0'. 0 0 72 0 0 0 98 0 0 170 892 Peak 15-Min Northbound Southbound Eastbound Westbound Total Flowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U All Vehicles 0 0 0 0 0 0 0 0 0 432 0 0 0 584 0 0 1016 Heavy Trucks 0 0 0 0 0 0 0 8 0 0 16 0 24 Buses Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Scooters Comments: Report generated on 3/10/2025 1:37 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 Page 159 gkt233 Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: East Dwy -- W Northwest Hwy QC JOB : 16946202 CITY/STATE: Mount Prospect, IL DATE: Tue, Mar 4 2025 0 1 Peak -Hour: 4:30 PM -- 5:30 PM 0 0 s 0 0 0 Peak 15-Min: 5:15 PM -- 5:30 PM o a 0 .+ # 4 ✓ ♦ �. 644 - 1 .!' t 0 +• 644 0.6 s 0 J �� t 0« 0.6 519 y � �. 644 02 + 4-0.6 �j 520 » 0 '7 r 0 » 519QC 0.2 +► 0 1``/� r 0 +► 0.2 —1 *) * #* F 0 0 0 0 0 0 0 TRUE DATA TO IMPROVE MOBILITY 1 10 0 0 j 4 %. L — 0 r� t o 0 0 w ? t N/A N/A N/A N/A f r+ I N/A I I � * r� N/A � f 15-Min Count Period East Dwy (Northbound) East Dwy (Southbound) W Northwest Hwy (Eastbound) W Northwest Hwy (Westbound) Total Hourly Totals Beginning At Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 4:00 PM 0 0 0 0 0 0 0 0 0 107 0 0 0 168 0 0 275 4:15 PM 0 0 0 0 0 0 0 0 0 92 0 0 0 135 0 0 227 4:30 PM 0 0 0 0 0 0 0 0 1 134 0 0 0 138 0 0 273 4:45 PM 0 0 0 0 0 0 0 0; 0 122 0 0 0 144 0 0 266 1041 5:00 PM 0 0 0 0 .........0.... ....0........ 0 0' 0 0 ....... . „;.. 0 129 0 0 ........94.........0 ....... ..,.. „�, 0 182 0 0 :.,.. ....... 311 „... 1077 5.30 PM 0 0 0 0 0........ 0 0 0 0 140........0........ 0 234 1125 5:45 PM 0 0 0 0 0 0 0 0 0 107 0 0 0 139 0 0 246 1105 Peak 15-Min Northbound Southbound Eastbound Westbound Total Flowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U All Vehicles 0 0 0 0 0 0 0 0 0 536 0 0 0 720 0 0 1256 Heavy Trucks 0 0 0 0 0 0 0 4 0 0 4 0 8 Buses Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Scooters Comments: Report generated on 3/10/2025 1:37 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 Page 160 gkf6233 Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: West Dwy -- W Northwest Hwy QC JOB : 16946203 CITY/STATE: Mount Prospect, IL DATE: Tue, Mar 4 2025 0 o Peak -Hour: 7:45 AM -- 8:45 AM 0 0 s t 0 0 0 Peak 15-Min: 8:00 AM -- 8:15 AM 4t o a 0 .+ # 4 ✓ ♦ �. 497 - 0 .!' t 0 497 1.8 s 0 1' �� t 0 « 1.8 462 497 2.2 + f 1.8 �j 462 * 0 r 0 462 QC 2.2 +r 0 1 ``� ,// i` 0 +w 2.2 0 —10 0 F �' 4 0 0 0 0 TRUE DATA TO IMPROVE MOBILITY 0 10 0 0 4 %. L or� t 0 w ? t N/A ...:.. N/A f r+I N/A N/A w f r N/A I � N/A � f 15-Min Count Period West Dwy (Northbound) West Dwy (Southbound) W Northwest Hwy (Eastbound) W Northwest Hwy (Westbound) Total Hourly Totals Beginning At Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 7:00 AM 0 0 0 0 0 0 0 0 0 89 0 0 0 64 0 0 153 7:15 AM 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 115 0 130 0 0 0 0 0 80 109 0 0 0 0 195 239 7:45 AM 0 0 0 0 0 00' 0 0 120 0 0 0 119 0 0 239 826 8:15 AM 0 0 0 0 0 0 0 0 0 109 0 0 0 105 0 0 214 946 8:30 AM 0 0 0 0 0 0 0 0 f 0 124 0 0 0 128 0 0 252 959 8:45AM 0 0 0 0 0 0 0'. 0 0 72 0 0 0 99 0 0 171 891 Peak 15-Min Northbound Southbound Eastbound Westbound Total Flowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right u All Vehicles Heavy Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 436 0 8 0 0 0 0 580 16 0 0 0 1016 24 Buses Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Scooters Comments: Report generated on 3/10/2025 1:37 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 Page 161 gkf7233 Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: West Dwy -- W Northwest Hwy QC JOB : 16946204 CITY/STATE: Mount Prospect, IL DATE: Tue, Mar 4 2025 1 o Peak -Hour: 4:30 PM -- 5:30 PM 0 0 s t 1 0 0 Peak 15-Min: 5:00 PM -- 5:15 PM 4t o a 0 .+ # 4 ✓ ♦ �. 630 - 0 .!' t 0 629 0.6 • 0 1' t 0 s 0.6 517 �► � 629 0 2 + 4-0.6 �j 517 * 0 '� r 0 517 QC 0.2 +r 0 1 ``� ,// it 0 +w 0.2 * #* r— I0 *) * #* F 0 ♦ 0 0 0 0 TRUE DATA TO IMPROVE MOBILITY 1 � 10 0 0 0r� +t 0 0 0 0 0 w ? L N/A ... .. N/A f r+I N/A N/A w f r N/A I � N/A � f 15-Min Count Period West Dwy (Northbound) West Dwy (Southbound) W Northwest Hwy (Eastbound) W Northwest Hwy (Westbound) Total Hourly Totals Beginning At Left Thru Right U Left Thru Right U Left Thru Right u Left Thru Right U 4:00 PM 0 0 0 0 0 0 0 0 0 109 0 0 0 174 0 0 283 4:15 PM 0 0 0 0 0 0 1 0 0 91 0 0 0 130 0 0 222 4:30 PM 0 0 0 0 0 0 1 0 0 125 0 0 0 142 0 0 268 4:45 PM 0 0 0 0 0 0 0 0 0 132 0 0 0 143 0+ 0 275 1048 5:15 PM 0 0 0 0 0 0 0 0 0 132 0 0 0 165 0? 0 297 1147 5:30 PM 0 0 0 0 0 0 1 0 0 96 0 0 0 157 0 0 254 1133 5:45 PM 0 0 0 0 0 0 0 0 0 107 0 0 0 142 0 0 249 1107 Peak 15-Min Northbound Southbound Eastbound Westbound Total Flowrates Left Thru Right U Left Thru Right u Left Thru Right u Left Thru Right U All Vehicles 0 0 0 0 0 0 0 0 0 512 0 0 0 716 0 0 1228 Heavy Trucks 0 0 0 0 0 0 0 0 0 0 8 0 8 Buses Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Scooters Comments: Report generated on 3/10/2025 1:37 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 Page 162 ¢kf8233 DAYCARE DROP-OFF AND PICK-UP TRANSACTION DATA Page 163 A233 STONEFIELD Table Al — Day -Care Drop -Off Transaction Time Data - National Day -Care Franchises - 4 Study Locations - Duration measured from arrival of vehicle to parking space to departure of vehicle from parking space. - Parents walk their children into the building at drop-off and walk their children from the building at pick-up. Drop -Off Duration (min:sec) 2:36 4:15 5:37 5:50 6:40 5:21 4:12 4:14 7:12 5:25 13:57 7:53 8:08 5:52 5:07 5:39 3:30 4:58 6:28 7:50 3:12 5:24 4:44 3:47 2:06 9:09 4:44 3:01 3:55 6:47 2:40 8:39 4:05 5:23 5:05 5:22 8:09 5:26 9:09 6:16 TS2 6:09 7:34 5:34 7:11 4:22 5:46 4:21 6:31 4:09 5:48 4:10 5:56 5:24 3:39 4:04 TS4 3:35 4:30 7:12 8:06 5:47 4:42 11:45 5:13 8:51 6:37 4:48 4:15 7:24 7:35 9:15 6:47 5:33 4:52 9:06 4:02 6:32 3:50 4:54 4:58 8:29 8:20 3:39 6:00 7:07 6:06 8:13 5:26 7:38 4:50 4:55 11:47 8:54 5:01 10:15 6:12 5:34 8:25 10:43 5:21 7:51 0:46 9:27 7:39 5:47 5:28 4:44 5:30 6:07 6:53 3:55 5:13 4:31 4:15 2:36 6:21 6:42 4:55 7:21 6:44 4:40 4:22 7:15 11:35 9:27 8:13 4:20 6:04 16:49 4:48 9:40 4:49 5:01 4:45 6:01 4:23 12:11 2:49 5:15 6:08 10:23 10:07 3:48 4:27 5:13 5:55 7:23 10:14 9:56 4:23 4:22 6:49 9:14 10:53 7:42 6:11 6:32 7:04 5:04 Minimum: 0:46 Average: 6:17 Maximum: 16:49 STONEFIELDENG.COM 555 S OLD WOODWARD AVE, SUITE 12L, BIRMINGHAM, MI 48009 248.247.1115 T.201.340.4472 F. Page 164Agb233 STONEFIELD Table A2 — Day -Care Pick -Up Transaction Time Data - National Day -Care Franchises - 4 Study Locations - Duration measured from arrival of vehicle to parking space to departure of vehicle from parking space. - Parents walk their children into the building at drop-off and walk their children from the building at pick-up. Pick -Up Duration (min:sec) 7:18 6:40 6:32 7:05 7:37 8:28 6:40 7:10 4:56 7:29 6:45 7:42 7:49 8:56 4:27 9:29 6:30 4:58 5:28 6:03 3:35 9:43 3:08 8:31 6:01 11:14 12:16 6:06 4:20 9:28 8:21 6:14 4:56 11:39 2:28 8:02 7:22 8:33 4:18 11:58 9:06 10:10 13:17 5:09 6:33 4:27 6:43 5:18 8:08 7:59 3:31 5:05 7:44 10:39 5:54 4:06 5:26 6:04 7:08 6:24 7:48 5:42 7:01 6:39 5:54 4:14 5:22 5:57 10:09 5:58 9:26 7:58 6:59 8:48 7:25 5:38 4:36 8:02 4:13 2:18 4:09 6:17 5:04 3:31 6:23 6:11 5:23 6:11 3:32 7:05 8:09 6:02 8:29 4:11 4:27 6:19 7:23 11:41 5:04 7:07 3:21 10:28 5:05 7:01 3:49 6:10 8:01 11:48 12:51 10:42 6:52 5:42 6:29 6:48 5:59 3:44 5:14 6:52 7:38 5:12 15:34 11:18 4:20 7:08 9:56 6:59 9:25 4:17 8:30 6:05 6:21 6:37 13:03 8:43 12:03 4:34 4:02 8:53 3:33 -- -- -- -- -- Minimum: 2:18 Average: 6:58 Maximum: 15:34 V:\DET\2024\DET-240465 Jon Farazmand - 1040 W Northwest Highway, Mount Prospect, IL\Calculations & Reports\Traffic\Reports\2025-04 TIS\Appendix\Turnover Time Summary Table.docx Page 165Agfl233 ANNUAL AVERAGE DAILY TRAFFIC DATA Page 166ggf2233 Volume •Report „7, I , Location ID 0161367 Type LINK Fnct'I Class 4 Located On Northwest Hwy From Road Arthur Ave To Road Central Rd Direction 2-WAY County Cook Community ARLINGTON HEIGHTS MPO ID HPMS ID Agency Illinois DOT Count Status Accepted Holiday No Start Date Wed 7/26/2023 End Date Thu 7/27/2023 Start Time 12:00:00 AM End Time 12:00:00 AM Direction 2-WAY Notes Station Study Speed Limit Description Sensor Type NA Source lCombineVolumeCountslncremental Latitude, Longitude Time Hourly Count 0:00-1:00 69 1:00-2:00 38 2:00-3:00 24 3:00-4:00 24 4:00-5:00 71 5:00-6:00 180 6:00-7:00 435 7:00-8:00 660 8:00-9:00 744 9:00-10:00 701 10:00-11:00 581 11:00-12:00 742 12:00-13:00 752 13:00-14:00 681 14:00-15:00 769 15:00-16:00 867 16:00-17:00 958 17:00-18:00 1,056 18:00-19:00 775 19:00-20:00 580 20:00-21:00 478 21:00-22:00 381 22:00-23:00 268 23:00-24:00 126 Total 11,960 AM Peak 08:00-09:00 744 PM Peak 17:00-18:00 1,056 tl l lv I III..)/ of Se vh.,re /„/ 2(,,) f5 lM (IvJfemllf� .w I -A—. ( if 2) Page 167Agb233 FIGURES Page 168egf4233 uu �i 71 %f9 SITE Em s ✓ 9hu',� VA'�" a u,r y St @I 1 M/ eh e Y ""i✓�'�� // ,t W Central Rd �n Proposed Daycare Facility STONEFIELD 1040 W Northwest Highway FIGURE Village of Mount Prospect, Cook County, Illinois Site Location Map Traffic Impact Study Page 169Agt233 Site i i 0 0 I + 0 (0) 1 4 497 (644) 1 4 497 (644) (520) 465 10 LEGEND Existing Roadway — — — - Proposed Driveway — — Existing Private Driveway 4 AM (PM) Peak Hour Volumes g Signalized Intersection (1) 0 (519) 465 10 Northwest Highway not to scale Proposed Daycare Facility FIGURE 2 STONEFIELD 1040 W Northwest Highway 2025 Existing Traffic Village of Mount Prospect, Cook County, Illinois Volumes Traffic Impact Study Site i i 0 0 I + 0 (0) 1 4 522 (677) 1 4 522 (677) (546) 489 10 LEGEND Existing Roadway — — — - Proposed Driveway — — Existing Private Driveway 4 AM (PM) Peak Hour Volumes g Signalized Intersection (1)0--+ (545) 489 10 Northwest Highway not to scale Proposed Daycare Facility FIGURE 3 STONEFIELD 1040 W Northwest Highway 2030 No -Build Traffic Village of Mount Prospect, Cook County, Illinois Volumes Traffic Impact Study Site I I I I I I I I I I I 10 00 I I Ln lo I I �� I 177 (69) I (57) 63 10 Northwest Highway LEGEND Existing Roadway — — — - Proposed Driveway — — Existing Private Driveway 4 AM (PM) Peak Hour Volumes g Signalized Intersection (57) 63 (78) 68 10 not to scale Proposed Daycare Facility FIGURE 4 STONEFIELD 1040 W Northwest Highway Site -Generated Traffic Village of Mount Prospect, Cook County, Illinois Volumes Traffic Impact Study Site I I � I I I I Ln 00 I 10 lo I + 77 (69) I I 1 4 522 (677) 1 4 522 (677) (603) 552 10 LEGEND Existing Roadway — — — - Proposed Driveway — — Existing Private Driveway 4 AM (PM) Peak Hour Volumes g Signalized Intersection (58) 63 (623) 557 10 Northwest Highway not to scale Proposed Daycare Facility STONEFIELD 1040 W Northwest Highway FIGURE 5 Village of Mount Prospect, Cook County, Illinois 2030 Build Traffic Volumes Traffic Impact Study HIGHWAY CAPACITY ANALYSIS DETAIL SHEETS Page 174 gb233 HCM 7th TWSC 2025 Existing Condition 1: Northwest Highway & Ingress Site Driveway Weekday Morning Peak Hour Int Delay, s/veh Future Vol, veh/h 0 465 497 0 0 0 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; - 0 Grade, % - 0 0 - 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 0 2 3 0 0 0 Mvmt Flow 0 489 523'' 0 0 0 Conflicting Flow All 523 0 - 0 768 262 Stage 1 - - 523 Stage 2 - - 245 - Critical Hdwy 4.1 6.8 6.9 Critical Hdwy Stg 1 - - - 5.8 - Critical Hdwy Stg 2 5.8 - Follow-up Hdwy 2.2 - - 3.5 3.3 Pot Cap-1 Maneuver 1054 - - 342 743 Stage 1 565 - Stage 2 - - 779 - Platoon blocked, % - - Mov Cap-1 Maneuver 1054 - - 342 743 Mov Cap-2 Maneuver - - 342 - Stage 1 - - 565 - Stage 2 - - 779 - HCM LOS HCM Lane V/C Ratio HCM Lane LOS Stonefield Engineering and Design EX -AM Synchro 12 Report 04/10/2025 Page 17E�gf1233 HCM 7th TWSC 2025 Existing Condition 2: Northwest Highway & Egress Site Driveway Weekday Morning Peak Hour Int Delay, s/veh Lane Configurations tt tt r Traffic Vol, veh/h 0 465 497 0 0 0 Future Vol, veh/h 0 465 497 0 0 0 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 0 Veh in Median Storage, # - 0 0; - 0 Grade, % - 0 0 - 0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 0 2 3 0 0 0 Mvmt Flow 0 495 529 0 0 0 Conflicting Flow All - 0 - 0 776 264 Stage 1 - - 529 Stage 2 - - 247 - Critical Hdwy - 6.8 6.9 Critical Hdwy Stg 1 - - - 5.8 - Critical Hdwy Stg 2 5.8 - Follow-up Hdwy - - 3.5 3.3 Pot Cap-1 Maneuver 0 - 0 338 740 Stage 1 0 0_, 561 - Stage 2 0 - - 0 777 - Platoon blocked, % - Mov Cap-1 Maneuver - - 338 740 Mov Cap-2 Maneuver - - 338 - Stage 1 - - 561 - Stage 2 - - 777 - HCM LOS HCM Lane V/C Ratio HCM Lane LOS Stonefield Engineering and Design EX -AM Synchro 12 Report 04/10/2025 Page 176Agf2233 HCM 7th TWSC 2025 Existing Condition 1: Northwest Highway & Ingress Site Driveway Weekday Evening Peak Hour Int Delay, s/veh Future Vol, veh/h 1 519 644 0 0 0 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; - 0 Grade, % - 0 0 - 0 - Peak Hour Factor 93 93 93' 93 93 93 Heavy Vehicles, % 0 1 1 0 0 0 Mvmt Flow 1 558 692, 0 0 0 Conflicting Flow All 692 0 - 0 974 346 Stage 1 - - 692 Stage 2 - - 281 - Critical Hdwy 4.1 6.8 6.9 Critical Hdwy Stg 1 - - - 5.8 - Critical Hdwy Stg 2 5.8 - Follow-up Hdwy 2.2 - - 3.5 3.3 Pot Cap-1 Maneuver 912 - - 253 656 Stage 1 463 - Stage 2 - - 747 - Platoon blocked, % - - Mov Cap-1 Maneuver 912 - - 253 656 Mov Cap-2 Maneuver - - 253 - Stage 1 - - 463 - Stage 2 - - 747 - HCM LOS HCM Lane V/C Ratio 0.001 HCM Lane LOS Stonefield Engineering and Design EX -PM Synchro 12 Report 04/10/2025 Page 177Agf3233 HCM 7th TWSC 2025 Existing Condition 2: Northwest Highway & Egress Site Driveway Weekday Evening Peak Hour Int Delay, s/veh Lane Configurations tt tt r Traffic Vol, veh/h 0 520 644 0 0 1 Future Vol, veh/h 0 520 644 0 0 1 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 0 Veh in Median Storage, # - 0 0; - 0 Grade, % - 0 0 - 0 - Peak Hour Factor 93 93 93' 93 93 93 Heavy Vehicles, % 0 1 1 0 0 0 Mvmt Flow 0 559 692, 0 0 1 Conflicting Flow All - 0 - 0 972 346 Stage 1 - - 692 Stage 2 - - 280 - Critical Hdwy - 6.8 6.9 Critical Hdwy Stg 1 - - - 5.8 - Critical Hdwy Stg 2 5.8 - Follow-up Hdwy - - 3.5 3.3 Pot Cap-1 Maneuver 0 - 0 254 656 Stage 1 0 0_, 463 - Stage 2 0 - - 0 749 - Platoon blocked, % - Mov Cap-1 Maneuver - - 254 656 Mov Cap-2 Maneuver - - 254 - Stage 1 - - 463 - Stage 2 - - 749 - HCM LOS HCM Lane V/C Ratio - - - 0.002 HCM Lane LOS Stonefield Engineering and Design EX -PM Synchro 12 Report 04/10/2025 Page 178Agf4233 HCM 7th TWSC 2030 No -Build Condition 1: Northwest Highway & Ingress Site Driveway Weekday Morning Peak Hour Int Delay, s/veh Future Vol, veh/h 0 489 522 0 0 0 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; - 0 Grade, % - 0 0 - 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 0 2 3 0 0 0 Mvmt Flow 0 515 549' 0 0 0 Conflicting Flow All 549 0 - 0 807 275 Stage 1 - - 549 Stage 2 - - 257 - Critical Hdwy 4.1 6.8 6.9 Critical Hdwy Stg 1 - - - 5.8 - Critical Hdwy Stg 2 5.8 - Follow-up Hdwy 2.2 - - 3.5 3.3 Pot Cap-1 Maneuver 1030 - - 323 729 Stage 1 548 - Stage 2 - - 768 - Platoon blocked, % - - Mov Cap-1 Maneuver 1030 - - 323 729 Mov Cap-2 Maneuver - - 323 - Stage 1 - - 548 - Stage 2 - - 768 - HCM LOS HCM Lane V/C Ratio HCM Lane LOS Stonefield Engineering and Design NB -AM Synchro 12 Report 04/10/2025 Page 179Agf5233 HCM 7th TWSC 2030 No -Build Condition 2: Northwest Highway & Egress Site Driveway Weekday Morning Peak Hour Int Delay, s/veh Lane Configurations tt tt r Traffic Vol, veh/h 0 489 522 0 0 0 Future Vol, veh/h 0 489 522 0 0 0 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 0 Veh in Median Storage, # - 0 0; - 0 Grade, % - 0 0 - 0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 0 2 3 0 0 0 Mvmt Flow 0 520 555 0 0 0 Conflicting Flow All - 0 - 0 815 278 Stage 1 - - 555 Stage 2 - - 260 - Critical Hdwy - 6.8 6.9 Critical Hdwy Stg 1 - - - 5.8 - Critical Hdwy Stg 2 5.8 - Follow-up Hdwy - - 3.5 3.3 Pot Cap-1 Maneuver 0 - 0 319 726 Stage 1 0 0_, 544 - Stage 2 0 - - 0 766 - Platoon blocked, % - Mov Cap-1 Maneuver - - 319 726 Mov Cap-2 Maneuver - - 319 - Stage 1 - - 544 - Stage 2 - - 766 - HCM LOS HCM Lane V/C Ratio HCM Lane LOS Stonefield Engineering and Design NB -AM Synchro 12 Report 04/10/2025 Page 180Agf6233 HCM 7th TWSC 2030 No -Build Condition 1: Northwest Highway & Ingress Site Driveway Weekday Evening Peak Hour Int Delay, s/veh Future Vol, veh/h 1 545 677 0 0 0 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; - 0 Grade, % - 0 0 - 0 - Peak Hour Factor 93 93 93' 93 93 93 Heavy Vehicles, % 0 1 1 0 0 0 Mvmt Flow 1 586 728 0 0 0 Conflicting Flow All 728 0 - 0 1023 364 Stage 1 - - 728 Stage 2 - - 295 - Critical Hdwy 4.1 6.8 6.9 Critical Hdwy Stg 1 - - - 5.8 - Critical Hdwy Stg 2 5.8 - Follow-up Hdwy 2.2 - - 3.5 3.3 Pot Cap-1 Maneuver 885 - - 235 639 Stage 1 444 - Stage 2 - - 735 - Platoon blocked, % - - Mov Cap-1 Maneuver 885 - - 235 639 Mov Cap-2 Maneuver - - 235 - Stage 1 - - 444 - Stage 2 - - 735 - HCM LOS HCM Lane V/C Ratio 0.001 HCM Lane LOS Stonefield Engineering and Design NB -PM Synchro 12 Report 04/10/2025 Page 181Agf7233 HCM 7th TWSC 2030 No -Build Condition 2: Northwest Highway & Egress Site Driveway Weekday Evening Peak Hour Int Delay, s/veh Lane Configurations tt tt r Traffic Vol, veh/h 0 546 677 0 0 1 Future Vol, veh/h 0 546 677 0 0 1 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 0 Veh in Median Storage, # - 0 0; - 0 Grade, % - 0 0 - 0 - Peak Hour Factor 93 93 93' 93 93 93 Heavy Vehicles, % 0 1 1 0 0 0 Mvmt Flow 0 587 728 0 0 1 Conflicting Flow All - 0 - 0 1022 364 Stage 1 - - 728 Stage 2 - - 294 - Critical Hdwy - 6.8 6.9 Critical Hdwy Stg 1 - - - 5.8 - Critical Hdwy Stg 2 5.8 - Follow-up Hdwy - - 3.5 3.3 Pot Cap-1 Maneuver 0 - 0 236 639 Stage 1 0 0_, 444 - Stage 2 0 - - 0 737 - Platoon blocked, % - Mov Cap-1 Maneuver - - 236 639 Mov Cap-2 Maneuver - - 236 - Stage 1 - - 444 - Stage 2 - - 737 - HCM LOS HCM Lane V/C Ratio - - - 0.002 HCM Lane LOS Stonefield Engineering and Design NB -PM Synchro 12 Report 04/10/2025 Page 182Agf8233 HCM 7th TWSC 2030 Build Condition 1: Northwest Highway & Ingress Site Driveway Weekday Morning Peak Hour Int Delay, s/veh 0.7 Future Vol, veh/h 63 557 522 77 0 0 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; - 0 Grade, % - 0 0 - 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 0 2 3 0 0 0 Mvmt Flow 66 586 549 81 0 0 Conflicting Flow All 631 0 - 0 1016 315 Stage 1 - - 590 Stage 2 - - 426 - Critical Hdwy 4.1 6.8 6.9 Critical Hdwy Stg 1 - - - 5.8 - Critical Hdwy Stg 2 5.8 - Follow-up Hdwy 2.2 - - 3.5 3.3 Pot Cap-1 Maneuver 962 - - 238 686 Stage 1 522 - Stage 2 - - 633 - Platoon blocked, % - - Mov Cap-1 Maneuver 962 - - 218 686 Mov Cap-2 Maneuver - - 218 - Stage 1 - - 479 - Stage 2 - - 633 - HCM LOS HCM Lane V/C Ratio 0.069 HCM Lane LOS Stonefield Engineering and Design B-AM Synchro 12 Report 04/10/2025 Page 1814gf9233 HCM 7th TWSC 2030 Build Condition 2: Northwest Highway & Egress Site Driveway Weekday Morning Peak Hour Int Delay, s/veh 1.7 Lane Configurations tt tt r Traffic Vol, veh/h 0 552 522 0 68 56 Future Vol, veh/h 0 552 522 0 68 56 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 0 Veh in Median Storage, # - 0 0; - 0 Grade, % - 0 0 - 0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 0 2 3 0 0 0 Mvmt Flow 0 587 555 0 72 60 Conflicting Flow All - 0 - 0 849 278 Stage 1 - - 555 Stage 2 - - 294 - Critical Hdwy - 6.8 6.9 Critical Hdwy Stg 1 - - - 5.8 - Critical Hdwy Stg 2 5.8 - Follow-up Hdwy - - 3.5 3.3 Pot Cap-1 Maneuver 0 - 0 304 726 Stage 1 0 0_, 544 - Stage 2 0 - - 0 737 - Platoon blocked, % - Mov Cap-1 Maneuver - - 304 726 Mov Cap-2 Maneuver - - 304 - Stage 1 - - 544 - Stage 2 - - 737 - HCM LOS HCM Lane V/C Ratio - - 0.238 0.082 HCM Lane LOS Stonefield Engineering and Design B-AM Synchro 12 Report 04/10/2025 Page 184Agf0233 HCM 7th TWSC 2030 Build Condition 1: Northwest Highway & Ingress Site Driveway Weekday Evening Peak Hour Int Delay, s/veh 0.7 Future Vol, veh/h 58 623 677 69 0 0 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; - 0 Grade, % - 0 0 - 0 - Peak Hour Factor 93 93 93' 93 93 93 Heavy Vehicles, % 0 1 1 0 0 0 Mvmt Flow 62 670 728 74 0 0 Conflicting Flow All 802 0 - 0 1225 401 Stage 1 - - 765 Stage 2 - - 460 - Critical Hdwy 4.1 6.8 6.9 Critical Hdwy Stg 1 - - - 5.8 - Critical Hdwy Stg 2 5.8 - Follow-up Hdwy 2.2 - - 3.5 3.3 Pot Cap-1 Maneuver 830 - - 174 604 Stage 1 425 - Stage 2 - - 608 - Platoon blocked, % - - Mov Cap-1 Maneuver 830 - - 158 604 Mov Cap-2 Maneuver - - 158 - Stage 1 - - 386 - Stage 2 - - 608 - HCM LOS HCM Lane V/C Ratio 0.075 HCM Lane LOS Stonefield Engineering and Design B-PM Synchro 12 Report 04/10/2025 Page 185 c3fl233 HCM 7th TWSC 2030 Build Condition 2: Northwest Highway & Egress Site Driveway Weekday Evening Peak Hour Int Delay, s/veh 2.2 Lane Configurations tt tt r Traffic Vol, veh/h 0 603 677 0 78 65 Future Vol, veh/h 0 603 677 0 78 65 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 0 Veh in Median Storage, # - 0 0; - 0 Grade, % - 0 0 - 0 - Peak Hour Factor 93 93 93' 93 93 93 Heavy Vehicles, % 0 1 1 0 0 0 Mvmt Flow 0 648 728 0 84 70 Conflicting Flow All - 0 - 0 1052 364 Stage 1 - - 728 Stage 2 - - 324 - Critical Hdwy - 6.8 6.9 Critical Hdwy Stg 1 - - - 5.8 - Critical Hdwy Stg 2 5.8 - Follow-up Hdwy - - 3.5 3.3 Pot Cap-1 Maneuver 0 - 0 225 639 Stage 1 0 0_, 444 - Stage 2 0 - - 0 711 - Platoon blocked, % - Mov Cap-1 Maneuver - - 225 639 Mov Cap-2 Maneuver - - 225 - Stage 1 - - 444 - Stage 2 - - 711 - HCM LOS HCM Lane V/C Ratio - - 0.373 0.109 HCM Lane LOS Stonefield Engineering and Design B-PM Synchro 12 Report 04/10/2025 Page 186A&2233 Z 9 y e < / / 0 / 0 LL0 0 E \ 0 LU 7 Z \ p Z- i ® / < �® ƒ / / / \ 2 � / \ 2 m LU \ / / .. 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REFEF EXISTING TREE TO BE EXISTING TRASH ENCLOSURE TO REMAIN m a u i PROPOSED PLAYGROUND PATHWAY (TYP.) PROPOSED CONCRETE SIDEWALK (TYP.) PROPOSED TURN-AROI SPACE 9' 3 F REAR YAP PROPC N ® 'DO Ni If 1PROPC 1 FENCE X m FIRE TRUCK ROUTE F BENCHMARK - ON SITE I. BOLT ON NORTH FACE OF FIRE HYDRANT SOUTH OF SOUTH PROPERTY LINE, NORTH OF SIDEWALK, AND BETWEEN TWO ACCESS POINTS. ELEVATION = 683.51- (NAVD88) BENCHMARK - OFF SITE I. MOUNT PROSPECT BENCHMARK #2, BEING A DISK LOCATED AT 1702 E. NORTHWEST HIGHWAY. ELEVATION = 679.34' (NAVD88) 2. MOUNT PROSPECT BENCHMARK #3, BEING A DISK LOCATED AT 634 S. ARTHUR AVENUE. ELEVATION = 681.24' (NAVD88) 0.0 'a.a 0.0 o f a.a a.a a.a ``a.a a,a 0.0 0.0 a.a 'a.a .a '0.0 '0.0 '0.0 `0.0 `0.0 0.0 a.a 0.0 .a a.a a.a u 'a.a a.a a.a 0.0 00 0.0 b.a 0.0 '0.0 '0.0 '0.0 '0.0 0,0 00 .a 0.0 0.0 0.0 '0.0 ,a a,a 0,0 0,0 0.0 0.0 0.0 0.0 a.a a.a 'a.a 0,0 a,a a.-b < <. a °a 00.0 0.0 0,0 0,0 0,0 0.0 a.a ao a ? a 2 ocil " , - a 0,0 .a a m .a 0,0 0, 'F6a�4 1,4 _ a , a .a .. EXISTING 22 FT POLE - - EXISTIf TO BE REUSED TO BE 0,0 0A d a,a .a i ,2 1, i b,9 T0,6 a,4 Ta,2 Ta, i 0a i 0 u.0 aC ((22 FT) k f0.9 f0.6 f0.5 f0.5 f0.6 0.0 0.0 0.0 a =4 1.4 1.3 - A (22 FT 'a.a 'a.a 'a a Z *B E -€ 3 €-,4 1.4 I I 0.7 '0.6 'a.B 1.2 'I.8 16 3.6 3.7 3.2 0.0 0.0 'a a 5 0.8 ` 1,2 - 43 0-7 0.5 0.6 0.9 L6 '2.4 3.5 3.6 3.5 0.0 0.0 a; 0.4 'a.B '€.a.3 s. a.2 3. 3.i 0,0 00 as 0.3 a.5 0.7 0.6 4; a-3 a, 08 1.3 L6 L8 .I.8 I.B I.B r 0,0 0,0 0,0 0.2 0.4 0.4 10 , t +033 b,7 n �V • I.a I a " 0.9 03" b,a a,a a T 0,2 033 10A 0.4 AC 4 a,- a,6 07 07 0.6 a,a a,a }a a 0,2 a, a.5 10.6 a,5 a,5 5 Ta, ,7 a, a, a 0.6 f13 _ fi, 0,0 00 0,0 fi_ 03 a,B �,a I 9 a a,7 0,6 7 • I,I i,2 16 17 EXISTING MAPLE TO REMAIN 15 -. 14 + LANDSCAPE BUFFER TO + + REMAIN AND BE PROTECTED (TYPICAL) EXISTING MAPLE TO REMAIN X 3 IVL PROPOSED PLAYGROUND - LAYOUT AND EQUIPMENT EXIST 3 VIB E TO BE DESIGNED BY TO R OTHERS (TYPICAL) AREA TO BE - � SODDED AS LAWN s s PROPOSED PLAYGROUND AREA TO BE NATURAL SHREDDED PLAYGROUND ,,.. MULCH (TYP.) COLOR: NATURAL - — �Vl� ® EXISTING L I. FOR CONTAINER -GROWN TREES, USE FINGERS OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER LAYER OF POTTING SOIL; THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER 2. THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST MONTH AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. 3. SOIL AMENDMENTS: • MODIFY HEAVY CLAY OR SILT SOILS (MORE THAN 40% CLAY OR SILT) BY ADDING COMPOSTED PINE BARK (UP TO 30% BY VOLUME) OR GYPSUM • MODIFY EXTREMELY SANDY SOILDS (MORE THAN 8S% SAND) BY ADDING ORGANIC MATTER AND/OR DRY, SHREDDED CLAY LOAM UP TO 30% OF THE TOTAL MIX PROVIDE A (48") INCH RIGID TREE BARK PROTECTOR AROUND THE TRUNK OF CANOPY TREES AND UNDERSTORY TREES FOR DEER PROTECTION. "TREE BARK PROTECTORS - BG48" (A.M. LEONARD HORTICULTURAL SUPPLY) AT 800-433-0633 OR APPROVED EQUAL MARK NORTH SIDE OF TREE IN THE NURSERY AND LOCATE TO THE NORTH IN THE FIELD. WHEN IRRIGATION IS NOT PROVIDED SPECIFICALLY FOR THE TREE, TREEGATOR BAGS ARE RECOMMENDED TO HELP FACILITATE PROPER WATERING DURING THE FIRST TWO YEARS. WIRE BASKET TO REMOVED CUT OFF TWINE, OPEN BURLAP, CUT AS LOW AS POSSIBLE AND REMOVE. X = MINIMUM DIAMETER OF PREPARED SOIL FOR TREES. SEE TABLE AVOID PURCHASING TREES WITH TWO LEADERS OR REMOVE ONE AT PLANTING. OTHERWISE DO NOT PRUNE TREE AT PLANTING EXCEPT FOR SPECIFIC STRUCTURAL CORRECTIONS. INSTALL (2) 3" dia. 8' LONG CEDAR POST IN TO UNDISTURBED SOIL, THEN BACKFILL. STAKES SHALL KEEP TREE VERTICAL AND PLUMB. SECURE STAKES TO TREE USING 2 ARBORTIES. SET TOP OF TRUE ROOT BALL I" TO 2" ABOVE FINISHED GRADE OR SEVERAL INCHES HIGHER IN POORLY DRAINING SOILS. FORM EARTH WATERING SAUCER AROUND TREE AT EDGE OF ROOT BALL. MAXIMUM 3" OF SHREDDED BARK MULCH. DO NOT PLACE MULCH WITHIN 6" OF TREE TRUNK. SOIL TO BE PREPARED PER NOTES PRIOR TO PLANTING TREE. 4" TO 6" DEEPER 'UAAI D--1 DAI NOTES - I. FOR CONTAINER-GROWI POTTING SOIL; THEN CUT O 2. THOROUGHLY SOAK THE PLANTING AND REGULARLY 3. SOIL AMENDMENTS: • MODIFY HEAVY CLA` VOLUME) OR GYPSUh • MODIFY EXTREMELY LOAM UP TO 30% OF AVOID PURCHASING TREES TWO LEADERS OR REMOVE AT PLANTING. OTHERWIS NOT PRUNE TREE AT PLAN EXCEPT FOR SPE STRUCTURAL CORRECTI MARK NORTH SIDE OF TR THE NURSERY AND LOCA7 THE NORTH IN THE F WHEN IRRIGATION IS PROVIDED SPECIFICALLY THE TREE, TREEGATOR JR. ARE RECOMMENDED TO FACILITATE PROPER WATE DURING THE FIRST TWO Y WIRE BASKET TO REM( CUT OFF TWINE, OPEN BUI CUT AS LOW AS POSSIBLE REN 4' BETWEEN CONTRACTION IOINTS r 12' BETWEEN EXPANSION JOINTS �{ PLAN MEET GRADE AT PERIMETER WIDTH (SEE PLAN) FINISHED GRADE SHALL BE OF SIDEWALK FLUSH WITH ABUTTING SIDEWALK 4" THICK, APPROVED CLEAN CRUSHED STONE _ 4" THICK, AIR ENTRAINED j �4 i4 3zT PCONCRETE 4,000 PSI AT 28 - DAYS APPROVED COMPACTED SUBGRADE SECTION CONCRETE WALKWAY DETAIL NOT TO SCALE NOTES: I. MAXIMUM CROSS SLOPE SHALL BE Y4" PER FOOT. 2. %4' EXPANSION JOINTS SHALL BE PROVIDED AT IT INTERVALS WITH PRE -MOLDED, BITUMINOUS JOINT FILLER, RECESSED%4" FROM THE SURFACE. / 3. 1" DEEP BY 74" WIDE, TOOLED CONTRACTION JOINTS SHALL BE PROVIDED AT 4' INTERVALS. 4. EXPANSION JOIN SHALL BE PROVIDED WHERE ADJACENT TO A BUILDING. FLUSH CURB DIMENSIONS A B C 72" 6" 12" 60" 5" 13" 48" 4" 14" 36" 3" 15" 2" THICK, HMA SURF) 4" THICK, HMA BASE P 6" THICK, APPROVED DEP GRADED AGGREGF APPROVED COMPACT SUBGRA FULL D NOTE: HMA MIX AND DENSE GRADED AGGR I SHALL CONFORM TO STATE DEPARTh OF TRANSPORTATION SPECIFICATION TOP OF CURB VARIES 72" I. ASCOT, FLAT TOP, 3-CHANNEL FENCES AS MANUFACTURED BY ALUM I -GUARD, INC. 12" FENCE COLOR TO BE BLACK UNLESS OTHERWISE NOTED 3,000 PSI CONCRETE FOOTING I TITLE DESCRIPTION 1 SITUATED IN THE COUNTY OF COOK, STATE OF ILLINOIS, TO WIT: LOT 1 STATE FARM SUBDIVISION, A PART OF THE EAST 1/2 OF THE SOUTHEAST 1/4 OF SECTION 33, TOWNSHIP 42 NORTH, RANGE 11, EAST OF THE THIRD PRINCIPAL MERIDIAN, IN COOK COUNTY, ILLINOIS, AS SHOWN ON PLAT OF SUBDIVISION RECORDED SEPTEMBER 28, 1988 AS DOCUMENT NUMBER 88447034. THE SURVEYED PROPERTY IS THE SAME PROPERTYAS SHOWN ON STEWART TITLE COMPANY COMMITMENT NO. RAIL-53012 HAVING AN EFFECTIVE DATE OF OCTOBER 30, 2024. TITLE COMMITMENT INFORMATION The Title Description and Schedule 'B' items are the same as shown on the title commitment provided by Stewart Title Company, Commitment No. RAIL-53012, with an effective date of October 30, 2024. I FLOOD INFORMATION 1 A FIELD SURVEY WAS NOT CONDUCTED TO DETERMINE THE FLOOD ZONE AREAS. ANY FLOOD ZONE LINES DISTINGUISHING BETWEEN FLOOD AREAS ARE GRAPHICALLY PLOTTED FROM FEMA FLOOD INSURANCE RATE MAPS (FIRM). A FLOOD ELEVATION CERTIFICATE MAY BE NEEDED TO DETERMINE OR VERIFY THE LOCATION OF THE FLOOD AREAS. THE SUBJECT PROPERTY'S COMMUNITY DOES PARTICIPATE IN THE PROGRAM. IT IS DETERMINED THAT THE SUBJECT PROPERTY RESIDES IN THE FOLLOWING FLOOD ZONE XAS DETERMINED BY OR SHOWN BY FIRM COMMUNITY PANEL NO. 17031CO204J DATEDAUGUST 19, 2008AND IS NOT IN A FLOOD ZONE AREA. UTILITY NOTE THE SURVEY SHOWS THE LOCATION OF UTILITIES EXISTING ON OR SERVING THE SURVEYED PROPERTY AS DETERMINED BY OBSERVED EVIDENCE COLLECTED PURSUANT TO ALTA SECTION 5 E IV SYMBOLS NOTE: REFER TO EACH DISCIPLINE'S DRAWINGS FOR ADDITIONAL SYMBOL LEGENDS. MATERIAL DESIGNATIONS EARTH POROUS FILL (STONE OR GRAVEL, SUB BASE, ETC.) ROCK STRUCTURAL CONCRETE (CAST IN PLACE OR PRECAST) ® BRICK (COMMON OR FACE) CONCRETE MASONRY UNITS (CMU) CUT STONE, CAST STONE MARBLE ® METAL (LARGE SCALE) ENEWO METAL (SMALL SCALE STRUCTURAL & SHEET) I PLYWOOD (LARGE SCALE) GRAPHIC SYMBOLS ROOM/SPACE NUMBER O DOOR NUMBER (IF MORE THAN ONE DOOR PER ROOM, SUBLETTERS ARE USED) 0 WINDOW STYLE ® WOOD FINISH ® WOOD ROUGH (CONTINUOUS) WOOD ROUGH (BLOCKING) INSULATION (LOOSE OR BATT) ® INSULATION (RIGID) ® GLASS (LARGE SCALE) ACOUSTICAL TILE EIFS SYSTEM ® GYPSUM WALL BOARD (REFER TO WALL SECTIONS) 0 GYPSUM DRYWALL SYSTEM (PARTITION OR WALL) PLASTER, SAND, CEMENT, GROUT (��- COLUMN REFERENCE (1) KEY NOTE - NUMBERED FINISH KEY NOTE - EXTERIOR FINISH ^ SECTION WALL TYPE NUMBER LEVEL 1 NUMBER OF CHILDREN: 103 NUMBER OF TEACHER: 24 ADMIN STAFF: 2 TOTAL: NUMBER OF CHILDREN: 339 NUMBER OF TEACHER: 48 ADMIN STAFF: 2 TOTAL: 389 REQUIRED PLUMBING FIXTURES: 17 PROVIDED PLUMBING FIXTURES: 29 TODDLER) 525 SF 15 CHILDR 15-23 MON- 550 SF PROS FL_ TODDLER A #� 525 SF 15 CHILDREl' lic 013 nnnniru LEVEL 2: NUMBER OF CHILDREN: 236 NUMBER OF TEACHER: 24 EXISTING NORTH ELEVATION @ PLAYGROUND SCALE: 1 /8" = 1'-0" NEW DOOR WALL MULTI SLIDING DOOR WAI I PO(-.KFT MULTI SLIDING DOOR MULTI SLIDING DOOR WAI I PO(-,KFT MULTI SLIDIN �SCALE: OPOSED NORTH ELEVATION @ PLAYGROUND 5 1 /8" = 1'-0" Subject Meeting Fiscal Impact (Y/N) Dollar Amount Budget Source Category Type Information Item Cover Page PZ-05-25 / 1703 W Algonquin Rd / CU: Tobacco / Village Board Final May 22, 2025 - REGULAR MEETING OF THE MOUNT PROSPECT PLANNING AND ZONING COMMISSION N NEW BUSINESS Action Item The petitioner (Samantha Savarimuthu, Quality Retail Solutions Inc) is seeking conditional use approval to purchase an existing 1,200 square foot tobacco establishment (92 Smoke and Vape) at the subject property (1703 West Algonquin Road). Tobacco establishment licenses are non -transferable; therefore, the petitioner must obtain conditional use approval to purchase the business. The proposed business meets the standards for a conditional use and therefore staff is supportive of the request. Discussion The subject property is a single -story multi -tenant commercial building with a mixture of retail, restaurant, medical and professional office, personal services, and institutional uses. The tobacco establishment, 92 Smoke and Vape, has operated at 1703 West Algonquin Road since 2020. The petitioner, Samantha Savarimuthu of Quality Retail Solutions Inc, proposes to purchase the existing tobacco establishment at the subject property. The petitioner stated in the application that the business will be a full -service tobacco, vape, novelty, and clothing store. According to the business plan, the petitioner intends to 1) expand product offerings by introducing shoes and apparel and enhancing the novelty selection with giftable and collectible items; 2) increase marketing and advertising through social media, digital marketing, local promotions and sponsorships, and a customer loyalty program; and 3) improve operations through updated inventory management systems and expanded store hours. The proposed hours of operation are 10AM - 12AM daily. The petitioner notes in the application that the business will adhere to all local, state, and federal laws regarding the sale of tobacco and vape products, and that the store will be operated exclusively by family members over the age of 22. The petitioner proposes to use the existing floor plan with no interior or exterior renovations requiring a building permit. The subject property is zoned B-3 Community Shopping. The shopping center is striped with 162 parking stalls. The proposal does not involve a change in use which warrants additional Page 204 of 233 parking. The petitioner submitted a business license application and a tobacco establishment addendum according to the requirements of Village Code Chapter 11, Article 8 for Sale of Tobacco and Related Products. As of this writing, staff has not received public comment pertaining to the case. Alternatives 1. Approval of the following motion: "A conditional use to operate a tobacco establishment at 1703 West Algonquin Road, subject to the following conditions: a. The business shall hold a valid Mount Prospect business license; b. Consumption of tobacco products on site is prohibited; c. Compliance with all applicable local, state, and federal laws regarding the sale and distribution of tobacco and related products; d. Compliance with all applicable development, fire, building, and other Village Codes and regulations; and e. A new conditional use approval shall be required for: i. A change of ownership involving 50% or more of the officers or partners; ii. A change in legal entity; or iii. A change in location. 2. Action at the discretion of the Planning & Zoning Commission. Staff Recommendation Approval of a conditional use to operate a tobacco establishment at 1703 West Algonquin Road, subject to the conditions listed in the staff report. Attachments 1. PZ-05-25 Staff Report 2. PZ-05-25 Administrative Content 3. PZ-05-25 Plans Page 205 of 233 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 Antonia Lalagos Director of Community Development Development Planner DATE: May 15, 2025 CASE NUMBER PZ-05-25 PUBLIC HEARING DATE May 22, 2025 APPLICANT/PROPERTY OWNER Quality Retail Solutions Inc / Parkway Bank & Trust Co. Trustee Trust Agreement 11/2/98 #12122 PROPERTY ADDRESS/LOCATION 1703 W Algonquin Rd BRIEF SUMMARY OF REQUEST The petitioner (Samantha Savarimuthu, Quality Retail Solutions Inc) is seeking conditional use approval to purchase an existing 1,200 square foot tobacco establishment (92 Smoke and Vape) at the subject property (1703 West Algonquin Road). Tobacco establishment licenses are non -transferable; therefore, the petitioner must obtain conditional use approval to purchase the business. The proposed business meets the standards for a conditional use and therefore staff is supportive of the request. 2024 Village of Mount Prospect Zoning Map EXISTING EXISTING LAND USE/ SURROUNDING ZONING & LAND USE SIZE OF ZONING SITE IMPROVEMENTS North: B-4 Corridor Commercial, PROPERTY B-3 Community Multi -tenant commercial B-3 Community Shopping 1,200 SF (Tenant Shopping East: B-4 Corridor Commercial Space) South: R-4 Multi -family Residential West: R-4 Multi -family Residential STAFF RECOMMENDATION APPROVE (z%D DENY HAPLAN\Planning & Zoning COMM\P&Z 2025\Staff Reports\PZ-05-25 1703 W Alggonquin Rd (CU-Tobacco).docx Page 206 of 233 BACKGROUND / PROPERTY HISTORY The subject property is a single -story multi -tenant commercial building with a mixture of retail, restaurant, medical and professional office, personal services, and institutional uses. The tobacco establishment, 92 Smoke and Vape, has operated at 1703 West Algonquin Road since 2020. PROPOSAL The petitioner, Samantha Savarimuthu of Quality Retail Solutions Inc, proposes to purchase the existing tobacco establishment at the subject property. The petitioner stated in the application that the business will be a full -service tobacco, vape, novelty, and clothing store. According to the business plan, the petitioner intends to 1) expand product offerings by introducing shoes and apparel and enhancing the novelty selection with giftable and collectible items; 2) increase marketing and advertising through social media, digital marketing, local promotions and sponsorships, and a customer loyalty program; and 3) improve operations through updated inventory management systems and expanded store hours. The proposed hours of operation are 10AM —12AM daily. The petitioner notes in the application that the business will adhere to all local, state, and federal laws regarding the sale of tobacco and vape products, and that the store will be operated exclusively by family members over the age of 22. The petitioner proposes to use the existing floor plan with no interior or exterior renovations requiring a building permit. The subject property is zoned B-3 Community Shopping. The shopping center is striped with 162 parking stalls. The proposal does not involve a change in use which warrants additional parking. The petitioner submitted a business license application and a tobacco establishment addendum according to the requirements of Village Code Chapter 11, Article 8 for Sale of Tobacco and Related Products. 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: "Motion to approve: 1. "A conditional use to operate a tobacco establishment at 1703 West Algonquin Road, subject to the following conditions: a. The business shall hold a valid Mount Prospect business license; b. Consumption of tobacco products on site is prohibited; c. Compliance withal[ applicable local, state, and federal laws regarding the sale and distribution of tobacco and related products; HAPLAN\Planning & Zoning COMM\P&Z 2025\Staff Reports\PZ-05-25 1703 W Alggonquin Rd (CU-Tobacco).docx 2 Page 207 of 233 d. Compliance withal[ applicable development, fire, building, and other Village Codes and regulations; and e. Anew conditional use approval shall be required for: i. A change of ownership involving 50% or more of the officers or partners; ii. A change in legal entity; or iii. A change in location. The Village Board's decision is final for this case. ATTACHMENTS: ADMINISTRATIVE CONTENT PLANS OTHER upplemental Information, (Zoning Request Application, Responses (Plat of Survey, Site Plan, etc.)DPblic Comments Received, Standards, etc...) etc...) I concur: Jason C Shallcross, AICP, CEcD Director of Community Development HAPLAN\Planning & Zoning COMM\P&Z 2025\Staff Reports\PZ-05-25 1703 W Alggonquin Rd (CU-Tobacco).docx 3 Page 208 of 233 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 vicinityfor 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; S. That adequate measures have been or will be taken 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 business will strictly comply with all local, state, and federal laws regarding the sale of tobacco and vape products, and that they will enforce a zero -tolerance policy for ID verification and refuse sales to anyone without proper age verification. The petitioner contends that the store is an existing business and that they do not generate excessive noise, traffic, or disturbances that will affect neighboring properties. The petitioner notes that the business has been operating in this location without issue, and that the continued operation will not hinder future development or interfere with surrounding property uses. The petitioner asserts that the property is adequately equipped with existing utilities and infrastructure, and no modifications to utilities, drainage, or roads are necessary for the continued operation of the business. The petitioner states that the store is Located in a commercial area and that the business does not generate a high traffic flow. Per the petitioner, the business does not conflict with the Village Comprehensive Plan, and the business supports the local economy by contributing tax revenue and maintaining a compliant retail space. The petitioner concludes that the property will comply with all zoning, licensing, and business regulations set forth by the Village and will implement any necessary modifications from the Planning and Zoning Commission. Staff's Findings: Staff has reviewed the petitioner's request for a conditional use to operate a tobacco establishment and finds that the standards have been met. Staff did not find evidence that the business would endanger public health, safety, morals, comfort, or general welfare. The Police Department confirmed that the petitioner has met the standards to obtain a tobacco establishment business license. The petitioner wrote in their application that they are aware of the local, state, and federal requirements regarding tobacco sales and distribution. The business has operated for five years at this location and no substantial changes are proposed for the uses and services provided. No physical changes are proposed for the interior or exterior that would impede improvement of the surrounding properties, impact public HAPLAN\Planning & Zoning COMM\P&Z 2025\Staff Reports\PZ-05-25 1703 W Alggonquin Rd (W-Tobacco).docx 4 Page 209 of 233 utilities or drainage, or cause traffic congestion in the public streets. The subject property is designated "Neighborhood Center" in the future land use plan and the proposed retail use is compatible with the mix of small-scale commercial uses already established in this area. HAPLAN\Planning & Zoning COMM\P&Z 2025\Staff Reports\PZ-05-25 1703 W Alggonquin Rd (CU-Tobacco).docx rJ Page 210 of 233 Village of Mount Prospect Community Development Department 50 S. Emerson Street Mount Prospect, Illinois 60056 ummi Phone: (847) 818-5328 Zoning Request Application Official Use Only (To be completed by Village Staff) Case Number: P&Z - - Date of Submission: Hearing Date: Project Name/Address: I. Subject Property Address(es): 1703 W Algonquin Rd Zoning District (s): B-3 Property Area (Sq.Ft. and/or Acreage): 1200 Parcel Index Number(s) (PIN(s): 08-22-203-041-0000 II. Zoning Request(s) (Check all that apply) 0 Conditional Use: For Tobacco Establishment ❑ Variation(s): To ❑Zoning Map Amendment: Rezone From ❑ Zoning Text Amendment: Section(s) _ ❑ Other: m 111. Summary of Proposal (use separate sheet if necessary) Change ownership of existing tobacco establishment located at 1703 W Algonquin Rd IV. Applicant (all correspondence will be sent to the applicant) Name: Samantha Savarimuthu Corporation: Quality Retail Solutions Inc Address: 1703 W Algonouin Rd City, State, ZIP Code: Mount Prospect IL 60056 Phone: 917-349-4586 Email: suryagkla@gmail.com Interest in Property: prospective business owner for 92 Smoke and Va (e.g. owner, buyer, developer, lessee, architect, etc...) 11 Page 211 of 233 V. Property Ownier El Check if Same as Applicant Parkway Bank & Trust Co. Trustee Trust Narnel Albert Bruno Corporation: Agreement 11/2/98 #12122 — — -------- -------------------- - --- . ..... Address: 4701 N Cumberland Ave STE 27 Norridge, IL 60706 City, State, ZIP Code: Norridge IL 60706 Phone: 708-456-8421 mmµEmail: albruno@stateservicesmgmt.com 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 tile 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. I hereby affirm that all information provided herein and in all materials submitted in association with this application are true and 4a rate to the best of my knowledge. 03/31/2025 Applicant: Date: . . . ........ -- . .. .... --- . ..... atu re * IFINOW, If applicant is not property owner: I 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: 03/31/2025 Date. (Signature} VA117 Page 212 of 233 Submission Package for Tobacco License Application Village of Mount Prospect, IL Business Information Applicant Name: Samantha Savarimuthu Business Name: 92 Smoke and Vape Business Address: 1703 W Algonquin Rd Mt Prospect Illinois 60056 Contact Information: 847-525-2637 1 su yagkla@gmail.com 1. Site Plan • The building and parking lot footprint will remain unchanged. • No modifications are planned for the existing structure or parking layout. 2. Building Elevations • The exterior appearance of the building will not be altered. • No structural or cosmetic changes are proposed. 3. Floor Plans • Please refer to the attached floor plan of the unit we are occupying. 4. Engineering Plans • No additions, removals, or modifications to utilities are planned at the site. • The existing plumbing, electrical, and HVAC systems will remain unchanged. 5. Landscape Plan & Tree Preservation Plan • The current landscaping will remain as is. • No trees will be removed or modified. 6. Photometric Plan • No changes or additions will be made to the exterior lighting. 7. Sign Drawings • The existing signage will remain unchanged. • No new signs will be installed. 8. List of Current Tenants & Vacant Space • Please refer to the attached tenant list provided by the landlord, which includes the square footage of each unit and any vacant spaces. 9. Document Indicating Intent to Buy or Lease Page 213 of 233 • Please see the attached purchase agreement confirming our intent to acquire the business. 10. Paid Receipt of Most Recent Property Tax Bill • Please see the attached property tax receipt provided by the landlord. 11. Plat Survey Reflecting Current Condition • Please see the attached plat survey from the landlord, which accurately reflects the current site conditions. 12. Alignment with Comprehensive Plan of the Village Upon thorough review of the Village of Mount Prospect's Comprehensive Plan (176 pages), we confirm that our proposed conditional use aligns with the village's objectives. Our intent is as follows: • To purchase the business and ensure its long-term stability. • To strictly adhere to all local, state, and federal laws governing the sale of tobacco and related products. • To provide a safe, compliant, and enjoyable retail experience for our customers. • To operate in a manner that supports the village's economic and community development goals. We appreciate your time in reviewing our application and look forward to working with the Village of Mount Prospect to ensure full compliance with all necessary regulations. Sincerely, Samantha M Savarimuthu President Page 214 of 233 Affidavit of Ownership COUNTY OF COOK STATE OF ILLINOIS under oath, state that I am (print name) the sole owner of the property 0 an owner of the property ❑ an authorized officer for the owner of the property commonly described as (property address and PIN) <:4� C'O-v1� 170 - I IL — and that such property is owned by (print name) Subscribed and sworn to before me this, - -W_ day of MQC� , 20a. ��W.- PublicNotary as of this date. 4 L��1cr 9U Ze V "'I 0 OFFICIAL SEAL MW4SRBELLA C REYES Gomafl�N�n.9d 3 30, �027 Page 215 of 233 AM JAID1330 �:7'f:ii3 '} A.I.i3FlA21HAali z (blil to etkt2 .D;Iduq VWAOW BgO88.014 WMAMM3 �SOx .RE r9cloda�3 Page 216 of 233 TRUSTEE'S DEED IN TRUST THIS INDENTURE, made this 17th. day of November , 1998 between AMERICAN NATIONAL BANK AND TRUST COMPANY OF CHICAGO, a National Banking. Association, duly authorized to ac- cept and execute trusts within the State of Illinois, not personally but as Trustee under the provisions of a deed or deeds in trust duly u J recorded and delivered to said Bank in pursu- ance of a certain Trust Agreement, dated the 12th day of April, 1984 known as Trust Number 60753 party of the first part, and .08080935 1998-12--01 09 = 32 z 52 Cook County Recorder 27 .P0, pgQRQ935 _ ---i for Recorders Use PARKWAY BANK & TRUST, 4800 North Harlem Ave., Harwood Heiehts, Ill. 60656 �- as Trustee under the provisions of a certain Trust Agreement, dated the 2nd. day Of November 1998. and known as Trust Number 12122 1 party of the second part. Qo WITINESSETH, that said party of the first part, in consideration of the sum of --Ter, and no/100 (d10.00�-- Dollars and other good and valuable consideration in hand paid, does hereby convey and 0 I CLAM unto said party of the. second part, the following described real estate, situated 1 in Cook County, Illinois, to -wit: �j SEE ATTACHED LEGAL DESCRIPTION Commonly Known As 1703-] 767 Algonquin Rd., Mt. Prospect, Ill, 60056 Property Index Number 08-22-203-041-0000 together with the tenements and appurtenances thereunto belonging. TO HAVE AND TO HOLD, the said real estate with the appurtenances, upon the trusts, and for the uses and purposes herein and in said Trust Agreement set forth. THE TERMS AND CONDITIONS APPEARING ON THE REVERSE SIDE OF THIS INSTRUMENT ARE MADE A PART HEREOF. And the said grantor hereby expressly waives and releases any and all right or benefit under and by virtue of any and all statutes of the State of Illinois, providing for exemption or homesteads from sale on execution or otherwise. This deed is executed by the party of the first part, as Trustee, as aforesaid, pursuant to direction and in the exercise of the power and authority granted to and vested in it by the terms of said Deed or Deeds in Trust and the provisions of said Trust Agreement above mentioned, including the authority to convey directly to the grantee Trustee named herein, and of every other power and authority thereunto enabling. This deed Is made subject to the liens of all trust deeds and/or mortgages upon said real estate, if any, recorded or registered in said county. IN WITNESS WHEREOF, said party of the first part has caused its corporate seal to be hereto affixed, and has caused its name to be signed to'these presents by one of its officers, the day and year first above written. icd�Rrisrn, AMERICAN NATIONAL BANK AND TRUST COMPANY OF CHICAGO / �o1�JJ as Trustee, as aforesaid, and not personally, of +coRrO aarF By SEAL ..�r'�r$em Trust Administrator '146" 0." � P under provrerons of paragra.D T90flon it ......a13 Meal -Estate Transfer Tex Aot, STATE OF ILLINOIS ) I, the undersigned , a Notary Public in and for COUNTY OF COOK ) said County, in the State aforesaid, do hereby certify Mar aret O'Dormell an officer of American National Bank and Trust Company of Chicago personally known to me to be the same person whose name is subscribed to the foregoing instrument, appeared before me this day in person and acknowledged that said officer of said association signed and delivered this instrument as a free and voluntary act, for the uses and purposes therein set forth. GIVEN u r n' nd seal this 17th. day of November A 1998 OFFICIAL SEAL- THERESE M MCGANN NOTARYRUBLIC NOTARY PUBLIC, STATE OF IQLIt OtS MY COMMISSION EXPIRE8;11 /21 /02 Prepared By: American ationa n Trust Company of Chicago Mar>;az et_ ,0'-Donnell MAIL TO: 'X,// X //lam' 3t! aNB weo ��"V /_/f/v ,, cam- � w � °�-"-.•+ Page 217 of 233 I, 08080935 Full power and authority is hb.00y granted to said Trustee to improve, n,._ _.ge, protect and subdivide} said al estate or any part thereof, to dedicate parks, streets, highways or alleys, to vacate any subdivision or part thereof, rtto resubdivide said real estate as often as desired, to contract to sell, to grant options to purchase, to sell on any terms, to convey either with or without consideration, to convey said real estate or any part thereof to a successor or successors in trust and to grant to such successor or successors in trust all of the title, estate, powers and authorities vested in said Trustee, to donate, 10 dedicate, to mortgage, pledge or otherwise encumber said real estate, or any part thereof, to lease said real estate, or any part thereof, from time to time, in possession or reversion, by leases to commence in praesenti or in futuro, and upon any terms and for any period or periods of time, not exceeding in the case of any single demise the term of 198 years, and to renew or extend leases upon any terms and for any period or periods of time and to•amend, change or modify leases and the terms and provisions thereof at any time or times hereafter, to contract to make leases and to grant options to lease and options to renew leases and options to purchase the whole or any part of the reversion and to contract respecting the manner of fixing the amount of present or future rentals, to partition or to exchange said real estate, or any part thereof, for other real or personal property, to grant easements or charges of any kind, to release, convey or assign any right, title or interest in or about or easement appurtenant to said real estate or any part thereof, and to deal with said real estate and every part thereof in all other ways and for such other considerations as it would be lawful for any person owning the same to deal with the same, whether similar to or different from the ways above specified, at any time or times hereafter. In no case shall any party dealing with said Trustee, or any successor in trust, in relation to said real estate, or to whom said real estate or any part thereof shall be conveyed, contracted to be sold, leased or mortgaged by said Trustee, or any successor in trust, be obliged to see to the application of any purchase money, rent or money borrowed or advanced on said real estate, or be obliged to see that the terms of this trust have been complied with, or be obliged to inquire into the authority, necessity or expediency of any act of said Trustee, or be obliged or privileged to inquire into any of the terms of said Trust Agreement, and every deed, trust deed, mortgage, lease or other instrument executed by said Trustee, or any successor in trust, in relation to said real estate shall be conclusive evidence in favor of every person (including the Registrar of Titles of said county) relying upon or claiming under any such conveyance, lease or other instrument, (a) that at the time of the delivery thereof the trust created by this Indenture and by said Trust Agreement was in full force and effect, (b) that such conveyance or other instrument was executed in accordance with the trusts, conditions and limitations contained in this Indenture and in said Trust Agreement or in all amendments thereof, if any, and binding upon all beneficiaries thereunder, (c) that said Trustee, or any successor in trust, was duly authorized and empowered to execute and deliver every such deed, trust deed, lease, mortgage or other instrument and (d) if the conveyance is made to a successor, or successors in trust, that such successor or successors in trust have been properly appointed and are fully vested with all the title, estate, rights, powers, authorities, duties and obligations of its, his or their predecessor in trust. This conveyance is made upon the express understanding and condition that neither Grantee, individually or as Trustee, nor its successor or successors in trust shall incur any personal liability or be subjected to any claim, judgment or decree for anything it or they or its or their agents or attorneys may do or omit to do in or about the said real estate or under the provisions of this Deed or said Trust Agreement or any amendment thereto, or for injury to person or property happening in or about said real estate, any and all such liability being hereby expressly waived and released. Any contract, obligation or indebtedness incurred or entered Into by the Trustee in connection with said real estate may be entered into by it in the name of the then beneficiaries under said Trust Agreement as their aftomey-in-fact, hereby irrevocably appointed for such purposes, or at the eloction of the Trustee, in its own name, as Trustee of an express trust and not individually (and the Trustee shall have no obligation whatsoever with respect to any such contract, obligation or indebtedness except only so far as the trust property and funds in the actual possession of the Trustee shall be applicable for the payment and discharge thereof) All persons and corporations whomsoever and whatsoever shall be charged with notice of this condition from the date of the filing for record of this Deed. The interest of each and every beneficiary hereunder and under said Trust Agreement and of all persons claiming under them or any of them shall be only in the earnings, avails and proceeds arising from the sale or any other disposition of said real estate, and such interest is hereby declared to be personal property, and no beneficiary hereunder shall have any title or interest, legal or equitable, in or to said real estate as such, but only an Interest in earnings,avails and proceeds thereof as aforesaid, the intention hereof being to vest in said Grantee the entire legal and equitable title in fee simple, in and to all of the real estate above described. If the title to any of the above real estate is now or hereafter registered, the Registrar of Titles is hereby directed not to register or note in the certificate of title or duplicate thereof, or memorial, the words "in trust," or "upon condition," or "with limitations," or words of similar import, in accordance with the statute in such case made and provided. y�A� PNIV 40VISIIONS Qfi 1KON VILLAGE Of MOUNT PROSPECT Ir �f SECTION 4, REAL ESTATE TRANSFER TAX 111AT9 7 A !! ow 2 11 mo 17270s- � � . p UyOF, S@1191 FtA�vaconin3:.,s 1Z n Q V) Page 218 of 233 I? 1_ ►1'_ •► Parcel l : Lot 2 in Marco Polo's Subdivision, being a subdivision of the East half of the Northeast quarter of. Section 22, Township 41 North, Range 11, East of the Third Principal Meridian in Cook County, Illinois. Parcel 2: Easement for the benefit of Parcel 1 as created by grant made by and between the Crystal Towers Homeowners Association and American National Bank and Trust Company of Chicago as Trustee under Trust Agreement dated April 12, 1984 and known as Trust Number 60753 recorded as Document 27193862 for storm and sanitary sewers. 1703-1767 Algonquin Road, Mt. Prospect, Illinois 60056 Perin. Index No. 08-22-203-041-0000 L. Page 219 of 233 PARKWAY BANK What A Community Bank Should Be. 4800 North Harlem Avenue, Harwood Heights, Illinois 60706 (708) 867-6600 / Fax (708) 867-1119 TRUSTEE'S CERTIFICATION March 21, 2025 To Whom It May Concern: Re: Land Trust No. 12122 Dated: November 2,1998 This is to certify that as of the above captioned date, the beneficial interest in PARKWAY BANK AND TRUST COMPANY, land trust number 12122 according to the trustee's records is vested as follows: CRYSTAL COURT SHOPPING CENTER —100% The power of direction according to our records is vested in: ALBERT BRUNO Parkway Bank and Trust Company makes no representations as to the condition of title. Should you have any further questions, please contact me at (708) 867-2574. Very Truly Yours, Jos ph F. Sochacki Vice esident / Trust Officer Parkway Bank and Trust Company www.parkwaybank.com Member FLExoee Page 220 of 233 Sere From: 8ilIPay@paynientus.com Sent: Thursday, February 27, 2025 12:52 PM To: Sere Subject: Payment Inforr-nation for Cook County Property Tax Payment Information for Cook County Property Tax Thank you for submitting your payment Cook County Treasurer Online Property Tax System (Prior Tax Year). This emait is to confirm on Feb 27, 2025, you authorized Cook County Treasurer Online Property Tax System (Prior Tax Year) to debit the bank account listed below, Please review your bank account after 3 to 5 business days to confirm a successful payment was made. ***PLEASE DO NOT RESPOND TO THIS IEMAIL Confirmation num,ber: 200215188990 Payment date: Feb 27, 2025 Payment amount: 122,197.56 Total amount charged: 122,197.56 Contact Information First name: Albert Last name: Bruno Email: sere@stateservicesmgmt.com Account Information Payment type: Cook County Treasurer Online Property Tax System (P'rior Tax Year) Property Index Number 08222030410000 (PIN): Payment method: E-Check Payment Method Information Account type: Checking Account Account holder name: Crystal Court Shopping Center Account number: ******7995 Routing number: *****6375 Page 221 of 233 fin'/i%/�ijrOiNra9ji/iripoirr�rli/ 4 p * $ Pension and Amount of % of Pension and Money Owed by Healthcare Amounts Pension and , Healthcare Casts Your Taxing ; Promised by Your Healthcare Faxing Districts Is Districts Taxing districts Shortage Can Pa o Abaternent VVheellnq, $455,316$8,630,07'6 $4611;013 94.66% nation Dist of Chicago $3,126,243,000 $3,151,727,000 $1,449,923,000 54.00% �istrlct 34,370,083 $36,220,947 $3,999,183 88.96% College 512 (Palatine) $322,598,943 $32,974,963 $32,974,963 0.00% Ic1214 iAriinaIon Htc1 $90,9041,159 $296,515,358 $1,194,163 99.60% *** Please see 2024 First installment Payment Coupon next page **" Page 222 of.2� Acquisition Plan for 92 Smoke and Vape Prepared By StreamLine Capital Group L Executive Summary Samantha Savarimuthu intends to acquire 92 Smoke & Vape, a well -established tobacco, vape, and novelty shop located at 1703 W Algonquin Rd, Mount Prospect, IL under Quality Retail Solutions Inc. The business is currently generating $200,000—$300,000 in annual gross sales. While the store has been performing steadily, it has not utilized any marketing or advertising strategies, and the novelty product lineup is minimal. Her plan is to reinvigorate the business with new management, expanded product offerings, improved marketing, and enhanced operational efficiency. We will introduce a shoe and t-shirt section, implement a customer loyalty program, and optimize store operations with a modern POS system, better inventory management, and cost-effective merchant processing. With these improvements, we conservatively project $400,000 in gross sales by 2026, followed by a 30% year -over -year growth, with the potential to reach $700,000—$800,000 in annual sales, aligning with the performance of successful tobacco and novelty stores. About the Proprietor: Samantha M Savarimuthu Samantha Savarimuthu has deep roots in Mount Prospect, having lived in the community her entire life. Coming from an Indian immigrant family, she learned the value of hard work and entrepreneurship at a young age. • Her father has been a 20+ year associate at Binny's Beverage Depot in Des Plaines, and her mother has been a 20+ year charge nurse at Alexian Brothers in Elk Grove. • Samantha attended Rolling Meadows High School, graduated with honors, and earned a bachelor's degree in Business Administration with an emphasis in Human Resource Management from Loyola University. • She is a serial entrepreneur with experience in logistics, real estate, and e-commerce. She currently works at AIT Worldwide Logistics, a billion -dollar logistics company in Itasca. • She owns two successful Airbnb properties in Hoffman Estates and Des Plaines and operates a profitable e-commerce business reselling shoes and novelty items on Amazon and eBay. • Her established vendor relationships from her e-commerce business will be leveraged to enhance the product offerings at 92 Smoke & Vape. • Her family has strong ties to the business and manufacturing sectors, including her great uncle Doss Samikannu, founder and CEO of AmTab in Bensenville. • Samantha's fiance is a national PLP SBA lender specializing in community development, real estate, and business acquisition financing, providing strong financial insight for the growth of the business. With deep community connections, retail experience, and a strong business background, Samantha is uniquely positioned to elevate 92 Smoke & Vape into a thriving retail operation. II. Business Description A. Business Overview Page 223 of 233 • Business Name: 92 Smoke & Vape • Location: 1703 W Algonquin Rd, Mount Prospect, IL • Industry: Retail (Tobacco, Vape, Novelty, Apparel & Footwear) • Ownership Structure: Family -owned and operated B. Current Performance & Challenges • Current gross sales: $200,0004300,000 • Strengths: Established customer base, steady foot traffic, strong tobacco and vape sales • Challenges: Lack of marketing, minimal novelty product selection, outdated inventory & POS system C. Growth Opportunities • Product expansion: Introduce shoes and branded t-shirts to diversify revenue streams • Marketing & Advertising: Implement digital and local marketing strategies • Customer Retention: Launch a rewards and loyalty program • Operational Efficiency: Upgrade POS, inventory software, and merchant processing III. Market Analysis A. Location & Demographics Mount Prospect is a suburban area with a diverse population and strong disposable income levels. The store is positioned in a high -traffic area on Algonquin Rd, benefiting from both local residents and commuters. • Population (Mount Prospect):—55,000 • Median Household Income:—$90,000 • Retail Competition: Limited direct competition for a combined smoke, vape, novelty, and apparel store B. Competitive Analysis While there are other vape and smoke shops in the area, most do not offer shoes, apparel, or a strong customer loyalty program. By differentiating with a broader product mix and marketing, we can capture more market share. C. Industry Trends • Vape and smoke shops are seeing consistent demand, with growth driven by niche product offerings and strong customer relationships. • Novelty and lifestyle products (like branded t-shirts and sneakers) provide higher -margin revenue streams. • Customer loyalty programs drive repeat business and higher purchase frequency. IV. Growth Strategy & Implementation A. Product Expansion Page 224 of 233 1. Shoes & Apparel Section: • Introduce trendy sneakers and branded t-shirts • Partner with wholesale suppliers for exclusive items • Target both existing customers and streetwear enthusiasts 2. Enhanced Novelty Selection: • Expand into giftable and collectible items • Add exclusive and seasonal merchandise B. Marketing & Advertising 1. Social Media & Digital Marketing: • lnstagram, Facebook, and TikTok promotions • Paid local ads targeting streetwear enthusiasts • Engage customers with exclusive product drops and promotions 2. Local Promotions & Sponsorships: • Partner with local barbershops, tattoo shops, and events • Distribute flyers and discount offers in high -traffic areas 3. Customer Loyalty Program: • Implement a points -based rewards system • Offer exclusive discounts to returning customers C. Operational Improvements 1. Technology & inventory Management: • Upgrade to a modern POS system • Implement real-time inventory tracking software • Reduce stock shortages and overstock issues 2. Cost Optimization: • Secure better merchant processing rates • Improve vendor relationships for bulk purchasing discounts 3. Expanded Store Hours: • Align operating hours with customer demand and village regulations • Increase accessibility during peak business hours Page 225 of 233 V. Financial Projections A. Revenue Growth Plan Yea Projected Gross % r Sales Growth 202 $300,000 (Current) — 202 $350,000 +16% 2202 $400,000 +14% 202 $520,000 +30% 2202 $676,000 +30% 202 $800,000 (Peak) +18% VII. Conclusion The purchase and revitalization of 92 Smoke & Vape represent a strong business opportunity with significant growth potential. With new management, an expanded product line, enhanced marketing, and improved operational efficiencies, we aim to transform the business into a high -performing retail location generating $700,000—$800,000 in annual sales. By implementing these strategies, we will maximize profitability, strengthen customer retention, and position 92 Smoke & Vape as the go -to destination for tobacco, novelty items, and urban fashion in Mount Prospect. We look forward to securing this opportunity and bringing our vision to life. Sincerely, Samantha M Savarimuthu President 847-525-2637 Page 226 of 233 CRYSTAL COURT SHOPPING CENTER Legal Description PARCEL 1: LOT 2 IN MARCO POLO'S SUBDIVISION, BEING A SUBDIVISION OF THE EAST HALF OF THE NORTHEAST QUARTER OF SECTION 22, TOWNSHIP 41 NORTH, RANGE 11, EAST OF THE THIRD PRINCIPAL MERIDIAN IN COOK COUNTY, ILLINOIS. PARCEL 2: EASEMENT FOR THE BENEFIT OF PARCEL 1 AS CREATED BY GRANT MADE BY AND BETWEEN THE CRYSTAL TOWERS HOMEOWNERS ASSOCIATION AND AMERICAN NATIONAL BANK AND TRUST COMPANY OF CHICAGO AS TRUSTEE UNDER TRUST AGREEMENT DATED APRIL 12, 1984, AND KNOWN AS TRUST NUMBER 60753 RECORDED AS DOCUMENT 27193862 FOR STORM AND SANITARY SEWERS. Page 227 of 233 Conditional Use Standards for 92 Smoke & Vape 3/4/2025 Village of Mount Prospect Planning & Zoning Commission 50 S. Emerson Street Mount Prospect, IL 60056 Dear Planning & Zoning Commission, 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. dIIIIIIIIIII our M ui I al sa° u IBM l ° � ,• � U � ai qµ I V 9P �' U � PN 16' �, � q �, 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. Page 228 of 233 II q Y @I � � UU I W w, U W I I a � � u Q9 UU a W "� UII "' U � W I a Up W Qll Q9 ° Aul lu � at• a U ' 5. That adequate measures have been or will be taken 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. ME 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 & Zoning Commission. WIMMI We appreciate your time and consideration in reviewing our request. We are committed to operating 92 Smoke & Vape as a responsible, family -run business that complies with all laws and maintains a safe and professional retail environment. Please let us know if you require any additional information. Sincerely, Samantha M Savarimuthu President Page 229 of 233 '-49VX M Z D tau) CA o p n O 7v D o z a) CL v m N W N O 4, fV W W Quality Retail Solutions Inc DBA 92 Smoke and Vape is a full service Prospect IL. Located on the intersection of Busse and Algonquin Rd. Our location is easily accessible, and with a wide variety of products and flexible hours operation (10am - 12am) 7 days a week - we strive to provide best in clas customer service and products to our Patrons. I 2= Page 233 of 233