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8.3 Motion to waive the rule requiring two readings of an ordinance and adopt an ORDINANCE GRANTING A CONDITIONAL USE FOR A DAYCARE CENTER FOR THE PROPERTY LOCATED AT 1040 WEST NORTHWEST HIGHWAY, MOUNT PROSPECT, ILLINOIS (PZ-03-25)
M+awn �'xytlts=e Item Cover Page Subject Motion to waive the rule requiring two readings of an ordinance and adopt an ORDINANCE GRANTING A CONDITIONAL USE FOR A DAYCARE CENTER FOR THE PROPERTY LOCATED AT 1040 WEST NORTHWEST HIGHWAY, MOUNT PROSPECT, ILLINOIS (PZ-03-25) Meeting June 3, 2025 - REGULAR MEETING OF THE MOUNT PROSPECT VILLAGE BOARD Fiscal Impact (Y/N) Dollar Amount Budget Source Category Type Information 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. 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 counterclockwise 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 TIS findings 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/pickup 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 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. PUBLIC COMMENT At the May 22, 2025, Planning & Zoning Commission meeting, Mark Stavnes, a neighbor to the north of the proposed development, expressed concern about insufficient screening between his property and the site, particularly regarding the possibility of children running onto his property. Mr. Stavnes also inquired about potential changes to the parking lot lighting. Chairman Donnelly clarified that lighting must meet code requirements, including zero light spillover onto adjacent properties. In response, the petitioner stated they would retain the existing dense landscaping, comply with the required 6-foot landscape buffer, and ensure child supervision, a fenced playground, and secure building access. The Planning and Zoning Commission asked the petitioner to clarify when the peak 30-minute traffic period would occur. The petitioner's traffic engineer responded by explaining the methodology used to estimate traffic and parking needs and noted that the facility is designed to accommodate parking demand even during the busiest times, anticipated at 6 AM and 10 AM. PUBLIC HEARING The Planning and Zoning Commission unanimously recommended approval of the conditional use request for a daycare center by a vote of 5-0 at the public hearing held on May 22, 2025. CONDITIONAL USE STANDARDS, FINDINGS OF FACT AND STAFF'S RECOMMENDATION 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. The Petitioner is requesting that the Village Board waive the second reading and that final action be taken at the June 3, 2025 Village Board meeting. Alternatives 1. Approve a conditional use to allow the operation of a daycare for the subject property located at 1040 West Northwest Highway, Case No. PZ-03-25, subject to the conditions listed in the attached ordinance. 2. Action at the discretion of the Village Board. Staff Recommendation Approve a conditional use to allow the operation of a daycare for the subject property located at 1040 West Northwest Highway, Case No. PZ-03-25, subject to the conditions listed in the attached ordinance. Attachments 1. PZ-03-25 Plans 2. PZ-03-25 Landbank Parking Plan 3. PZ-03-25 Staff Report 4. PZ-03-25 Traffic Impact Study (12 min) 5. PZ-03-25 Traffic Impact Study (15 min) 6. PZ-03-25 Village Review Letter #3_05.14.2025 7. PZ-03-25 Administrative Content 8. PZ-03-25 Waiver of 2nd Reading 9. PZ-03-25 Meeting Minutes 10. PZ-03-25 Ordinance 11. PZ-03-25 Public Comment 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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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 / Patrick. 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. 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 (z%D DENY HAPLAN\Planning&Zoning COMM\P&Z 2025\Staff Reports\PZ-03-25 1040W Northwest Hwy (CU-Daycare).docx 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 1040W Northwest Hwy (CU-Daycare).docx Z 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).docx 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 1040W Northwest Hwy (CU-Daycare).docx 4 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 1040W Northwest Hwy (CU-Daycare).docx rJ 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 5/6/2025. 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 1040W Northwest Hwy (CU-Daycare).docx 6 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 1040W Northwest Hwy (CU-Daycare).docx 7 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 1040W Northwest Hwy (CU-Daycare).docx 8 Exhibit B Landbank Parking Plan X -- - r-X U 17 x._x,L _ 1 ,, L El r� 1 I �) r a >, .I r I � I 4-. SYMBOL DESCRIPTIODESCRIPTION���1► �� � � � � � �� I PROPC)EDCUHB 6� C7�r •' EXIYFING BUILDING ^^ h vwclPpa'Ero aUIpunru P 2ND FLOOR BUILDING AREA E F NFLOOR CVERE PODIUM j� PkOPOSEDCONCRETE ......... ..........� LAND BANKEp SPA{;ES LAND RANKED PARKING REIQUIRED EXISTING PR4P45ED 7II" LANDRANKED�� SSPACES_ 12] SPACES 86 SPACES 1 91 SPACES H:\PLAN\Planning & Zoning COMM\P&Z 2025\Staff Reports\PZ-03-25 1040 W Northwest Hwy (CU-Daycare).docx 9 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 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.................................................................................................... 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 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 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`h 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 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 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 PM AM PM AM 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 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 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 peak 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 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 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 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 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 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, 6`h 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 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 peak 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) A = 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 — � l n=0 Po = probability of an empty system A = service rate (as specified above) p = maximum services per hour (as specified above) STONEFIELD ENGINEERING & DESIGN, LLC PROPOSED DAYCARE FACILITY VILLAGE OF MOUNT PROSPECT, COOK COUNTY, ILLINOIS p = minimum servers required (as specified above) In = 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: Where: Pn Pn= n! 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 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 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 - PARKED VEHICLES PROBABILITY SUMMARY -VILLAGE ENGINEER RATE Number of Parked Vehicles n Probability Sum of Probabilities 0 1.13E-09% 1.13E-09% 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 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 95" 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:\DET2024\DET-240465 Jon Farnmand - 1040 W Northwest Highway, Mount Prospect, IL\Calculations & Reports7rafficAeports\2025-05 TIS\2025-05 Traffic Impact Study.docx 15 TECHNICAL APPENDIX Al LEVEL OF SERVICE/AVERAGE CONTROL DELAY CRITERIA A2 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 A3 TURNING MOVEMENT COUNT DATA A4 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 J ♦ �. 497 0 .!' t 0 497 1.8 • 0 J �� t 0 « 1.8 465 497 2.2 + f 1.8 �j 465 0 r 0 465 2.2 +r 0 1 ``� ,// i` 0 +w 2.2 0 0 0 0 TRUE DATA TO IMPROVE MOBILITY 0 10 0 0 A 4 %. L 0 r� t o 0 0 0 � _L� � A ✓ iA 4 ✓ 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 A5 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 • 0 J 0 2 +r ✓ ♦ �. �� t 0 s 0.6 /, < `" f 0.6 519 �► 1 * 644 » '7 r » 0.2 +► 0 '"f "� r 0 +► 0.2 520 o o 519QC ... ;. -1 *) * e F 0 0 0 0 0 0 0 TRUE DATA TO IMPROVE MOBILITY 1 10 - 0 0 j 4 %. L 0 J L 0 0 1� * e F 0 0 0 /A L _L� ✓ L ✓ iN/A L N/A � � N/A � N/A N/A N/A I � 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 11 0 122 0 0 0 144 0; 0 266 1041 5:00 PM 0 0 0 0 iiTl, iii////// , , 0 0' 0 0 „4� ///%//?, „ ii/ ?, i//////o �� 0 129 0 0 :., //// i// f , ii }, �� 0 182 0 0 ?, ii//.. ////... i///i , , 311 1077 116 5.30 PM 0 0 0 0 0 0 0 0 0 94 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 A6 Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: West Dwy -- W Northwest Hwy QIC 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 • 0 J� 22 +r ✓ ♦ �. t 0 s 1.8 /, � `" f 1.8 462 �► � � 497 * r 2.2 +r 0 `........ 7// i` 0 +w 2.2 462 0 0 462 QC ... . —14 *) * e F 4 0 0 0 0 TRUE DATA TO IMPROVE MOBILITY 0 � 10 0 0 0 0 0 O F N/A L w ?' L N/A "� ... .. N/A N/A •► .i +• N/A N/A � N/A � ; I 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 3�7 �? , 0 119 0 0 � , f, 239 �4 , 826 Jiij 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 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 A7 Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: West Dwy -- W Northwest Hwy QIC 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 J 02 +r ✓ ♦ �. �� t 0 s 0.6 /, < `" 4- 0.6 517 �► � 629 '� r 0.2 +► 0 i `........ 7// it 0 +w 0.2 517 0 0 517 QC ... . * #* r- I0 *) * e F 0 ♦ 0 0 0 0 TRUE DATA TO IMPROVE MOBILITY 1 � 10 0 0 0 0 0 O F N/A L w ?' L N/A "� ... .. N/A N/A •► .i +• N/A N/A � N/A � ; I 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 00 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 A8 DAYCARE DROP-OFF AND PICK-UP TRANSACTION DATA A9 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. A10 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 All ANNUAL AVERAGE DAILY TRAFFIC DATA Al2 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 tll lv I III..)/ of Se vh.,re /,'/ 2025 IM1 (�%vvfem/lf� .w I j,lloi -A .f (M2) A13 FIGURES A14 uu �i 71 %f9 SITE Em s wW uAu,/war 1 05 W Central Rd o,;r�;.yn ir �n Proposed Daycare Facility STONEFIELD 1040 W Northwest Highway FIGURE Village of Mount Prospect, Cook County, Illinois Site Location Map Traffic Impact Study A15 Site i i 0 0 I + 0 (0) 1 4 497 (644) 1 4 497 (644) (520) 465 10 (1) 0 (519) 465 10 Northwest Highway LEGEND Existing Roadway — — — - Proposed Driveway — — Existing Private Driveway 4 AM (PM) Peak Hour Volumes g Signalized Intersection 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 A16 Site i i 0 0 I + 0 (0) 522 (677) i 4 522 (677) (546) 489 10 (1) 0 (545) 489 10 Northwest Highway LEGEND Existing Roadway — — — - Proposed Driveway — — Existing Private Driveway 4 AM (PM) Peak Hour Volumes g Signalized Intersection 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 A17 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 (57) 63 (78) 68 10 LEGEND Existing Roadway — — — - Proposed Driveway — — Existing Private Driveway 4 AM (PM) Peak Hour Volumes g Signalized Intersection 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 A18 Site I I � I I I I Ln 00 I 10 lo I + 77 (69) I I 522 (677) i 4 522 (677) (603) 552 10 (58) 63 (623) 557 10 Northwest Highway LEGEND Existing Roadway — — — - Proposed Driveway — — Existing Private Driveway 4 AM (PM) Peak Hour Volumes g Signalized Intersection 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 A19 HIGHWAY CAPACITY ANALYSIS DETAIL SHEETS A20 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 EXAM Synchro 12 Report 04/10/2025 A21 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 EXAM Synchro 12 Report 04/10/2025 A22 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 A23 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 A24 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 A25 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 A26 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 A27 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 A28 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 A29 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 A30 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 A31 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 A32 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 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.................................................................................................... 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 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 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`h 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 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 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 PM AM PM AM 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 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 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 peak 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 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 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 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 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 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, 6`h 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 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 peak 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) A = 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 — � l n=0 Po = probability of an empty system A = service rate (as specified above) p = maximum services per hour (as specified above) STONEFIELD ENGINEERING & DESIGN, LLC PROPOSED DAYCARE FACILITY VILLAGE OF MOUNT PROSPECT, COOK COUNTY, ILLINOIS p = minimum servers required (as specified above) In = 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: Where: Pn Pn= n! 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 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 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% I 6.0E-I I% 6.2E-I I% 2 9.5E-10% 1.0E-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 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:\DET2024\DET-240465 Jon Farazmand - 1040 W Northwest Highway, Mount Prospect, IL\Calculations & Reports7rafficAeports\2025-05 TIS\2025-05 Traffic Impact Study.docx 15 TECHNICAL APPENDIX Al LEVEL OF SERVICE/AVERAGE CONTROL DELAY CRITERIA A2 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 A3 TURNING MOVEMENT COUNT DATA A4 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 J ♦ �. 497 0 .!' t 0 497 1.8 • 0 J �� t 0 « 1.8 465 497 2.2 + f 1.8 �j 465 0 r 0 465 2.2 +r 0 1 ``� ,// i` 0 +w 2.2 0 0 0 0 TRUE DATA TO IMPROVE MOBILITY 0 10 0 0 A 4 %. L 0 r� t o 0 0 0 � _L� � A ✓ iA 4 ✓ 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 A5 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 • 0 J 0 2 +r ✓ ♦ �. �� t 0 s 0.6 /, < `" f 0.6 519 �► 1 * 644 » '7 r » 0.2 +► 0 '"f "� r 0 +► 0.2 520 o o 519QC ... ;. -1 *) * e F 0 0 0 0 0 0 0 TRUE DATA TO IMPROVE MOBILITY 1 10 - 0 0 j 4 %. L 0 J L 0 0 1� * e F 0 0 0 /A L _L� ✓ L ✓ iN/A L N/A � � N/A � N/A N/A N/A I � 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 11 0 122 0 0 0 144 0; 0 266 1041 5:00 PM 0 0 0 0 iiTl, iii////// , , 0 0' 0 0 „4� ///%//?, „ ii/ ?, i//////o �� 0 129 0 0 :., //// i// f , ii }, �� 0 182 0 0 ?, ii//.. ////... i///i , , 311 1077 116 5.30 PM 0 0 0 0 0 0 0 0 0 94 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 A6 Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: West Dwy -- W Northwest Hwy QIC 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 • 0 J� 22 +r ✓ ♦ �. t 0 s 1.8 /, � `" f 1.8 462 �► � � 497 * r 2.2 +r 0 `........ 7// i` 0 +w 2.2 462 0 0 462 QC ... . —14 *) * e F 4 0 0 0 0 TRUE DATA TO IMPROVE MOBILITY 0 � 10 0 0 0 0 0 O F N/A L w ?' L N/A "� ... .. N/A N/A •► .i +• N/A N/A � N/A � ; I 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 3�7 �? , 0 119 0 0 � , f, 239 �4 , 826 Jiij 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 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 A7 Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: West Dwy -- W Northwest Hwy QIC 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 J 02 +r ✓ ♦ �. �� t 0 s 0.6 /, < `" 4- 0.6 517 �► � 629 '� r 0.2 +► 0 i `........ 7// it 0 +w 0.2 517 0 0 517 QC ... . * #* r- I0 *) * e F 0 ♦ 0 0 0 0 TRUE DATA TO IMPROVE MOBILITY 1 � 10 0 0 0 0 0 O F N/A L w ?' L N/A "� ... .. N/A N/A •► .i +• N/A N/A � N/A � ; I 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 00 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 A8 DAYCARE DROP-OFF AND PICK-UP TRANSACTION DATA A9 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. A10 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 All ANNUAL AVERAGE DAILY TRAFFIC DATA Al2 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 tll lv I III..)/ of Se vh.,re /,'/ 2025 IM1 (�%vvfem/lf� .w I j,lloi -A .f (M2) A13 FIGURES A14 uu �i 71 %f9 SITE Em s wW uAu,/war 1 05 W Central Rd o,;r�;.yn ir �n Proposed Daycare Facility STONEFIELD 1040 W Northwest Highway FIGURE Village of Mount Prospect, Cook County, Illinois Site Location Map Traffic Impact Study A15 Site i i 0 0 I + 0 (0) 1 4 497 (644) 1 4 497 (644) (520) 465 10 (1) 0 (519) 465 10 Northwest Highway LEGEND Existing Roadway — — — - Proposed Driveway — — Existing Private Driveway 4 AM (PM) Peak Hour Volumes g Signalized Intersection 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 A16 Site i i 0 0 I + 0 (0) 522 (677) i 4 522 (677) (546) 489 10 (1) 0 (545) 489 10 Northwest Highway LEGEND Existing Roadway — — — - Proposed Driveway — — Existing Private Driveway 4 AM (PM) Peak Hour Volumes g Signalized Intersection 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 A17 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 (57) 63 (78) 68 10 LEGEND Existing Roadway — — — - Proposed Driveway — — Existing Private Driveway 4 AM (PM) Peak Hour Volumes g Signalized Intersection 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 A18 Site I I � I I I I Ln 00 I 10 lo I + 77 (69) I I 522 (677) i 4 522 (677) (603) 552 10 (58) 63 (623) 557 10 Northwest Highway LEGEND Existing Roadway — — — - Proposed Driveway — — Existing Private Driveway 4 AM (PM) Peak Hour Volumes g Signalized Intersection 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 A19 HIGHWAY CAPACITY ANALYSIS DETAIL SHEETS A20 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 EXAM Synchro 12 Report 04/10/2025 A21 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 EXAM Synchro 12 Report 04/10/2025 A22 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 A23 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 A24 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 A25 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 A26 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 A27 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 A28 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 A29 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 A30 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 A31 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 A32 MAYOR Paul Wm. Hoefert VILLAGE MANAGER Michael J. Cassady TRUSTEES Vincent J. Dante Terri Gens William A. Grossi John J. Matuszak Colleen E. Saccotelli Prospect Village of Mount Prospect 50 S. Emerson Street, Mount Prospect, Illinois 60056 May 14, 2025 Fornaro law c/o Heather Doman 1022 S. LaGrange Rd La Grange, IL60525 Via e-mail: hdomanCa)fornarolaw.com VILLAGE CLERK Karen Agoranos Phone:847/962-6000 Fax:847/962-6022 www.mountprospect.org Re: 1040 W. Northwest Highway / Conditional Use Approval for a Daycare Center / Review #3 Dear Ms. Doman, The Village of Mount Prospect has reviewed the second submittal for conditional use approval for a daycare center at 1040 W. Northwest Highway, Mount Prospect. Staff has the following review comments: Planning Division: These comments should be addressed prior to granting conditional use approval: 1. A separate parking landbank plan shall be provided prior to the Village Board meeting (date TBD). These comments may be addressed as part of the building permit submittal: 2. Consider adding foundation landscaping in the form of decorative, year-round planter boxes and pots along the west side of the building. 3. A code -compliant landscape plan, irrigation plan, photometric plan and signage drawings are required with the building permit submittal. Public Works Department: PW has no further comments regarding the Traffic Impact Study, and has no objection to the requested Conditional Use to operate a daycare. However, the comments noted below must be addressed before a Building Permit can be issued: 4. Narrow the driveway along the front of the building to a single lane width, and provide striping & signage to direct traffic one-way, eastbound. Village of Mount Prospect I Page 2 5. Provide sidewalk for pedestrian access from the pick-up/drop-off area to the front door along the west side of the building. 6. Provide ADA/IAC compliant pedestrian access from public sidewalk to building. 7. Per MSD Permit 88-782, 0.353 ac-ft provided. Confirm permitted volume is still available, or provide (restore) as part of this project. Also, confirm the 3" restrictor is in place, or reinstall as part of this project. 8. Do not place signs backto back if they interfere with a reserved sign shape (no square signs on the back of octagonal stop signs). Building Department: 9. A full building code plan review will be completed at time of permit submittal. Environmental Health Division: 10. New daycare will require State of Illinois and DCFS approval. Provide all information to the State of Illinois and DCFS as necessary. 11. Specifications for the new kitchen will be required along with all other requirements of the New Food Establishment packet which is provided (see attachment). Fire Department: Please advise the petitioner that the following items must be included in the building/site plans submittal: 12. A fire sprinkler system in accordance with NFPA 13 will be required for this project. Ensure fire sprinkler shop drawings, hydraulic calculations, and equipment cut sheets are submitted for review. Village of Mount Prospect Fire Prevention Code, 24.20 13. A fire alarm system will be required for this project. Ensure that the fire alarm shop drawings with point-to-point wiring diagrams, battery load calculations, and equipment cut sheets are submitted for review. 14. An additional means of egress will be required based on occupancy load and travel distances. Additional means of egress may be required for any infant rooms and rooms for children under two. 15. An egress plan must be provided for the entire building. This plan must include occupant loads, travel distances, egress widths, and common path of travel distances. An egress plan will be required when the building plans are submitted for review. Additional exits may be required. 16. Before final approval, a State of Illinois Fire Marshal inspection/ IL-DCFS license will be required. 17. Fire lanes will be required based on the site review. Additional marking of fire lanes will be required. Village of Mount Prospect I Page 3 18. All egress doors are to use keyless locksets on the egress side. No flush bolts, dead or draw bolts, etc. will be allowed. Life Safety Code, 7.2.1.5.1 If any changes are requested, please make the changes as noted above and submit a point - by -point response letter and pdf files of the drawings. Please upload revisions into the portal. Feel free to contact me at (847) 818-5314 / achoi@mountprospect.org if you have any questions. Sincerely, 644 0'. Ann Choi Development Planner c: File Community Development N E a) co O O U CO Q a)_ U CON cNri O O N -O a_ N U _ _O N C U CO 7 _ O U Q� O 2 d w �- ai N E U) :3 p >0Ln2 LO N 0 N 00 O r M O N c G) O C'7 � 00 O O U o 'o � � N N (h O O_ N N E a_ d O V d H � >+ C � O Q L y � � O =3 Z Z U v cn .O 0 U a 0) U Q O c m LL 6 CO N Q N Q O d 2 0 N O CD Z o O Cl) 'T cM CO O d a X d N 0 c E 3 L 0 O O Q N d N C N U N cu Q E Q O O LL N r 00 O U O O N V � U N � � t N VJ LL C O d 0 Q Q p O - o 0) .. C c a`) O U> N N O i i C O co O Q O IN C O E O 0 N L co N 2 C m O L E W O co N rn co O O I � IN c 0 0 O U W `o o 2 co J � O � N O N Z o U ?� a C � O .Q Q Q d O 3 E v p m fn _0- N � o E o >......� z Q U a- % e _ ■ 0 k 2 c 2 2ra° �■= 2 CL � 0. ƒ ©o- ° co .0 k c 0 > 2 0.% © #E� \ �22 ■ �f2 § � /\U) � /(Do U) \ ■ % k°° § §moo $ o ■ CL % $0CL 2 § 2�� m f/o I%- 7 2ao E _ \0 �k/ k ■ e � � mM- E ram _ o�£ � CL � ■ e � .�g ■ �' § 7�$ _ .E § 2 ■ 20 = a=u '§ C 2 u 0 § IL om k0 §k o \§o \ 4- 0 / ' o - k\J k %2 > a E ° m2°CL 22� / ®§ C k £ ■�- mo m 0 lie 2 £ L- § 2 E Q E 2 / \ \ � \ e E 2 / \ \ a_ 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 to thebest of hy knowledge. Date: 03/14/2025 voe Namt If applicant hnot property owner: | hereby designate the applicant to act this 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 , r , TRUSTEE'S DYED This Indenture, made this 7th day of September, 2011 between BankFinancial 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: t040 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. BankFlnanclal, F.S.B., not personally but solely as Trustee Trust'Officer STATE OF ILLINOIS) SS COUNTY OF by _— Assistant Trust Officer 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 . a Old My Commission Expires: Prepared by: BankFinancial F.S.B. Land Trust Department 15W060 North Frontage Road Burr Ridge, IL 60527 Box 400-CTCC S Not ub is � P After recording mail to: S SC" KAAL SEA0 INT 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, it is true, correct and complete. SELLER: BF ASSET RECOVERY CORPORATION, An 111nifti corporation By: Donald F. Steller, 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. Given under my hand and notarial seal this day of September, 2011. �l ) Notary Public � My commission expires on 7 — 7 `13 , STATE OFWN0IS REAL ESTATE TAX "OFFICIAL SEAL" TRANSFER a SEP.13.11 0 0080000 " o Beverly J Kozlowski Illinois REAL ESTATE TRANSFER TAX DEPARTMENT OF REVENUE 103024 Notary Public, State of L.Mi Commission Expires 7/7/2013 VWR GULM I REAL ESTATE TRANSACTION REVENUESTANP to [LAL ESTATE m TRANSFER TA X 0 040000 0 � FP 03022 J 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 $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 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 pay 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/0000000000/1 March 11, 2025 RE: 1040 W. Northwest Highway, Mt. Prospect, Illinois (the "Property") To Whom it May Concern: The undersigned is the President of 1-12L, 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 RLit,ppelly( e, ld-��� Thank you, 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. 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. Z Z Ni U4 z U31N3D 3UVDkV(3 (33SOdOUd z z al3l:13NOig oK 0 0 U U 4+ 4........ ........ . . . .... .. ai "Wiz 'r Uj LU T"A ONEW114"am valU13*11110, LEGAL DESCRIPTION LOT 1 IN STATE FARM SUBDIVISION, A PAT OF THE EAST % OF THE SOUTHEAST 1/ 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 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 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 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 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 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 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 sill IKSK VV .. . . ........ .. .. . . ............. .................... d.ON11OHDAMId I"nIVN I q 1- —N IN --v m ... ... . . . .................... . . . . . ......... kimovi unna agsodoud t .... . . . . ............ . ...... -imnNOIS .... . ....... . ... . ......... AMHIS3MHIUONMOPOI SNVId INEIWO-13A303115 Ww I I 0 P g z p No nix M6 HSrjE giga� , 66- ��,x "OMH 9HIHR I�XHII x� El IH II I xI I I AMR, 0 uj o 2 ]JI] 11 -111 CL an —Ay eiva i 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 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. 'TA IWAI MIMIXIA i 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 VIA I x � o o 9 -A, .... z z 9 ...PROPOSED DAY CARE CENTER STONEFIELD z 0 B Imm 0 > z z Elmo jail IM Lfllll May 28, 2025 Via email: achoigmountprospect.org Mrs. Ann Choi - Development Planner Village of Mount Prospect 50 S Emerson Street Mount Prospect, IL 60056 Re: PZ-03-25; Request to Waive a Second Reading 1040 W Northwest Highway Dear Mrs. Choi, Fornaro Law 1022 S. LaGrange Road LaGrange, Illinois 60525 708-341-0481 direct tim@fornarolaw.com On behalf of our client, W Northwest MP, LLC, I respectfully request to waive the rule requiring two readings of an ordinance and adopt an ordinance approving a conditional use to operate a daycare center at-1040 W Northwest Highway at the Village Boards next regularly scheduled meeting on June 3, 2025. As you know, our client is a contract buyer of the Property. The owner/seller of the Property is increasingly impatient about extending additional time to our client to obtain zoning approvals. If the Village Board agrees to waive a second reading then our client can cooperate with owner/seller and proceed to close the transaction without having to wait an additional two weeks for a second reading. Please contact me if you have questions or if you require additional information. SirdY � Timothy oley 1 MINUTES OF THE REGULAR MEETING OF THE PLANNING & ZONING COMMISSION CASE NO. PZ-03-25 PROPERTY ADDRESS: PETITIONER: PROPERTY OWNER: PUBLICATION DATE: Hearing Date: May 22, 2025 1040 West Northwest Highway W Northwest MP LLC c/o Timothy Foley, Fornaro Law 1022 S. La Grange Road La Grange, Illinois 60525 Patrick J. Hennelly, H2L, Inc. May 7, 2025 REQUEST: A conditional use approval to allow for a daycare center and other relief from the Village of Mount Prospect Village Code as may be required for this project. MEMBERS PRESENT: MEMBERSABSENT: Joseph Donnelly Walter Szymczak William Beattie Michael Fricano Richard Rogers Donald Olsen Ewa Weir STAFF MEMBERS Ann Choi — Development Planner PRESENT: Antonia Lalagos — Development Planner Daniel Villalobos — Planning Intern INTERESTED PARTIES: Mark Stavnes, Resident, Village of Mount Prospect This is a continuation of the same P&Z meeting following PZ-04-25, starting at 7:25 PM. Chairman Donnelly introduced case number PZ-03-25, 1040 Northwest Highway, a request for a conditional use for zoning relief. The Village Board's decision is final for this case. Ms. Choi reported that the Petitioner, W Northwest MP LLC, in partnership with The Nest Schools Inc., is seeking conditional use approval to operate a daycare center within an Planning & Zoning Commission Meeting— May 22, 2025 PZ-03-25 existing two-story, 16,568-square-foot office building. The subject property, located at 1040 W Northwest Highway, is zoned B-1 Business Office District. Ms. Choi explained how the subject property is located between a townhome development to the west and single-family residential properties to the north and east. Ms. Choi stated that the existing office building was constructed in 1989 for State Farm Insurance. Ms. Choi stated that zoning records indicate that in 2008, the property was rezoned from B-1 to R-2 PUD and conditional use approval for a 14-unit townhome planned unit development was granted. However, the townhome project was never constructed, and the property subsequently reverted to its original B-1 zoning classification. Ms. Choi further stated that the current owner 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. Ms. Choi explained that the site access consists 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. Ms. Choi presented a slide of the existing site plan that showed that the ground floor of the building is open to vehicles with covered parking underneath the building. Ms. Choi stated that vehicular circulation genera llyfollows a counter -clockwise rotation, with vehicles entering from the southern driveway into a one- way drive aisle with diagonal parking spaces located along the east side of the subject property. Ms. Choi continued to explain that the petitioner proposes to retrofit the existing office building into a 339-student daycare facility with auxiliary playground space. Ms. Choi noted that the existing office building is located in the southern portion of the site, while the proposed outdoor playground will occupy the northern portion. Ms. Choi also noted that site access will remain unchanged. Ms. Choi stated that the playground would total approximately 11,685 SF, of which 2,639 SF would be covered, and the remaining 9,046 SF would be outdoors. Ms. Choi further stated that surface -level parking spaces are located along the perimeter of the site, and that vehicular circulation would follow the same counterclockwise rotation, with vehicles entering from the southern driveway into a one-way drive aisle that transitions into a two - Planning & Zoning Commission Meeting— May 22, 2025 PZ-03-25 way drive aisle north of the proposed playground and continues between the west bank of parking spaces. Ms. Choi also pointed out that the existing trash enclosure would remain in its existing Location at the northwest corner of the site, and that the overall lot coverage would be reduced with the elimination of the 36 parking spaces and associated asphalt located north of the building to accommodate the outdoor natural playground area. Ms. Choi stated that 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 1 parking space per employee and 1 space per 10 licensed capacity slots, resulting in a total requirement of 83 parking spaces, including a minimum of 4 ADA accessible spaces. Ms. Choi stated that the proposed site plan provides 86 parking spaces, which meets and exceeds zoning requirements, and 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. Ms. Choi presented a slide showing that a substantial amount of existing landscape screening, primarily consisting of evergreen shrubs and arborvitae, currently exists along the west, north, and east perimeters of the site. Ms. Choi noted that 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. Ms. Choi stated that a 4- foot-wide band of foundation landscaping will be provided on the north and south elevations and on the south and east elevations of the building. Ms. Choi further stated that shade trees and live coverage will be added to parking lot islands throughout the site. Ms. Choi also stated that the existing freestanding sign will have a minimum of 2 square feet of landscaping per square foot of sign face added to the base of the podium. Ms. Choi presented several photos of the outdoor playground area in other daycare centers that the applicant has opened. Ms. Choi restated that the impervious surface would decrease since the naturalized playground area will be replacing parking spaces. Ms. Choi pointed out that the existing first floor plan consists of an existing warehouse with three drive-in doors and 12 covered parking spaces. Ms. Choi explained that the petitioner also proposes an expansion of 2,860 SF of the first floor by eliminating the existing covered parking spaces to accommodate the indoor playground. Ms. Choi noted that the existing warehouse room on the first floor will be Planning & Zoning Commission Meeting— May 22, 2025 PZ-03-25 converted into 4 infant rooms, 4 toddler rooms, a 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. Ms. Choi presented the floor plan for the second floor and noted that the second level will house 9 additional toddler rooms and pre-K rooms. Ms. Choi explained that the existing building materials —primarily brick, fascia, and a metal roof —will remain largely unchanged, preserving the current fagade. Ms. Choi indicated that modifications to the north elevation, adjacent to the proposed playground, will include the installation of large sliding glass doors, and 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. Ms. Choi added that further enhancements include new glazing along the second floor of the east elevation and both the first and second floors of the west elevation. Ms. Choi restated that the subject propertywould meet the required parking by providing 86 parking stalls. Of the 86 stalls provided, 37 would be required for daycare drop off and pick up. Ms. Choi went on to explain that a traffic impact studywas prepared byStonefield Engineering & Design and it was initially based on an average drop-off/pick-up service time of 7 minutes based on a 95th percentile parking demand rate. Ms. Choi noted that the initial findings showed that the proposed daycare center would not significantly impact traffic on Northwest Highway, and that the parking supply-37 spaces —would be more than sufficient to handle peak demand, which was estimated at 21 spaces. Ms. Choi explained that after reviewing the report, the Village Engineer requested a more conservative analysis, asking to increase the average service time to 12 minutes to better account for variability during drop-off and pick-up. Ms. Choi also stated that the Village Engineer also recommended a few site design changes: First, relocate the drop-off and pick-up area to the west side of the building to improve vehicle queueing; and second, narrow the front drivewayto a single lane, and add striping and signage to create a one- way, eastbound traffic flow. Ms. Choi stated that these changes would discourage vehicles from making quick left turns into the ADA parking area and potentially causing backups onto Northwest Highway. Ms. Choi indicated that in response, the applicant submitted revised studies using both 15-minute and 12-minute service times, and summarized the following: Planning & Zoning Commission Meeting— May 22, 2025 PZ-03-25 • With a 15-minute service time, the analysis showed that 47 parking spaces would be needed-10 more than are currently planned. • With a 12-minute service time, 34 spaces would be needed —so the proposed 37 spaces would still be sufficient. • And just for reference, if the average time were 13 minutes, the parking demand would be exactly 37 spaces, which matches the number of parking spaces proposed for drop-off and pick-up. Ms. Choi continued that 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, staff would require additional parking spaces to be land banked to ensure that traffic will not back up onto Northwest Highway. Ms. Choi stated that 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. Ms. Choi presented the Landbank Parking Plan that identified 5 parking spaces, most of which are parking lot islands, that may be converted for the additional parking spaces. Ms. Choi stated that after the daycare facility opens, the Public Works Department will monitor parking activity during peak hours. Within 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 6 months of notification, unless an extension is granted. Ms. Choi concluded by stating that staff finds that the proposal meets the conditional use as listed in the Zoning Code. Ms. Choi stated that that the proposed conditional use for a daycare center will not have an adverse impact on the public or adjacent properties. Ms. Choi contends that the proposed daycare aligns with the objectives of the Comprehensive Plan as the daycare will provide childcare services available to the local community. Ms. Choi noted that other Village departments reviewed the Petitioner's proposal and did not object to the conditional use request. Ms. Choi stated that the conditional use will not be a detriment or endanger the welfare of the general public and that the proposed use complies with the Comprehensive Plan and furthers childcare services available to the local community. Therefore, staff recommends that the Planning & Zoning Commission make a motion to adopt staff's findings as the findings of the Planning and Zoning Commission and 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 following conditions: Planning & Zoning Commission Meeting— May 22, 2025 PZ-03-25 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; 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 5/06/2025. 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; and h. After opening, the Public Works Department shall observe and monitor parking during peaktimes. 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 by the Village. Planning & Zoning Commission Meeting— May 22, 2025 PZ-03-25 Ms. Choi concluded her presentation by stating that the Village Board's decision is final for this case. Vice Chairman Beattie asked staff about the logistics of parking and if it would be easier to build the five spots now to avoid revisiting the parking issue in 6 months. Ms. Choi responded that staff is fairly confident with the parking as proposed, noting that the Village asked the petitioner for a more conservative analysis. Ms. Choi stated that staff is confident that sufficient parking will be available at peak times and will not require additional spaces. Ms. Choi added that the five land banked spaces would be available to fill a "just in case" scenario. Chairman Donnelly swore in the following individuals: • Petitioner, Jon Farazand, W Northwest MP LLC, 220-46 73rd Ave Oakland Gardens, NY • Tim Foley, Fornaro Law at 1022 S. LaGrange Road LaGrange, IL • Kevin Heffernan, Design Engineer, Stonefield Engineering & Design at 555 S Old Woodward Ave Suite 12L, Birmingham, MI The petitioner provided a presentation surrounding the development, business operations, and the vision of the daycare center. Chairman Donnelly and Vice Chairman Beattie asked the petitioner when the peak 30 minutes would occur. Mr. Heffernan explained the methodology of preparing for traffic and the required parking spaces, noting that the facility will have enough parking even in the worst of scenarios at the peak times of 6 AM and 10 AM. Chairman Donnelly swore in interested party, Mark Stavnes, 1005 W Isabella St, Mount Prospect IL. Mr. Stavnes stated that he lives directly north of the subject property and is concerned that the existing bushes are not sufficient blockage between the proposed development and their property, especially for children potentially running into their backyard. Mr. Stavnes asked if the petitioner would expand on what they were planning on building and planting for the north end adjacent to their home. Chairman Donnelly asked if the homeowner has a fence on the property. Mr. Stavnes answered that they have a partial privately -owned fence. Mr. Stavnes continued with a second question surrounding the lighting, and whether if the existing parking lot lighting would be changing. Chairman Donnelly responded petitioners usually are required to provide code compliant lighting, noting a code requirement that required lighting that crosses property lines has to be zero foot-candles. The lighting must be sufficiently bright to illuminate the parking lot but cannot drift onto surrounding properties. Planning & Zoning Commission Meeting— May 22, 2025 PZ-03-25 The petitioner came back to the podium, respond ingthat they would re -utilize the Landscape screen to the north, a pretty thick arbor. Chairman Donnelly asked staff if there is a requirement for the petitioner to have a fence between the properties. Ms. Choi replied there is no fence requirement and presented a photo showcasing the heavily landscaped property line. The petitioner stated that the code requires a 6-foot landscape buffer screen which will provide and maintain adequate blockage. Furthermore, the petitioner stated that the entry and exit of the children will be guided by parents and children will not be left alone to enter and exit the building at morning arrival and afternoon dismissal. The petitioner stated that the playground will be fenced and the doors will be locked. Chairman Donnelly confirmed with the citizen resident that the question and concern was addressed. Vice Chairman Beattie asked staff on the condition surrounding how the petitioner was to address all comments dated May 14, 2025. He was interested in what those comments were. Ms. Choi answered that in the agenda packet is where they should have been included. There were comments from the planning and zoning division, public works, fire department, building, and public health which can all be addressed during the building permit submittal. Chairman Donnelly confirmed with the petitioner that there were no problems with what was being asked by them. Hearing no further comments or questions, Chairman Donnelly closed the hearing and asked for the following motion to approve the conditions as noted in the staff report. Vice Chairman Beattie made the motion and was seconded by Szymczak. UPON ROLL CALL AYES: Szymczak, Beattie, Rogers, Fricano, Donnelly NAYS: None The motion was approved by a vote of 5-0. The Planning and Zoning Commission gave a positive recommendation (5-0) to the Village Board for the June 3, 2025 Village Board meeting. Hearing no further discussion, Vice Chairman Beattie made a motion seconded by Commissioner Szymczak and the meeting was adjourned at 8:04 PM. ,", j TF D. -tie[ .... Planning Intern Planning & Zoning Commission Meeting— May 22, 2025 PZ-03-25 ORDINANCE NO. AN ORDINANCE GRANTING A CONDITIONAL USE FOR A DAYCARE CENTER FOR PROPERTY LOCATED AT 1040 WEST NORTHWEST HIGHWAY, MOUNT PROSPECT, ILLINOIS WHEREAS, W Northwest MP LLC, (Petitioner), with The Nest Schools Inc., has filed a petition for a conditional use to operate a daycare center for property located at 1040 West Northwest Highway (Subject Property) and legally described as: LOT 1 IN STATE FARM SUBDIVISION, A PART OF THE EAST'/z OF THE SOUTHEAST'/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 PROPERTY INDEX NUMBER: 03-33-407-025-0000; and WHEREAS, the "Petitioner" seeks a conditional use to permit a 339-student daycare center, as provided in Section 14.604, which daycare center would occupy approximately 21,760 square feet, at the subject property; and WHEREAS, a Public Hearing was held on the request for a conditional use being the subject of PZ-03-25 before the Planning and Zoning Commission of the Village of Mount Prospect on the 22nd day of May, 2025, pursuant to proper legal notice having been published in the Daily Herald on the 7t" day of May, 2025; and WHEREAS, the Planning and Zoning Commission has submitted its findings and recommendation to the President and Board of Trustees in support of the request being the subject of PZ-03-25; and WHEREAS, the President and Board of Trustees of the Village of Mount Prospect have given consideration to the request herein and have determined that the request meets the standards of the Village and would be in the best interest of the Village. NOW, THEREFORE, BE IT ORDAINED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF MOUNT PROSPECT, COOK COUNTY, ILLINOIS ACTING IN THE EXERCISE OF THEIR HOME RULE POWERS: SECTION ONE: The recitals set forth hereinabove are incorporated as findings of fact by the President and Board of Trustees of the Village of Mount Prospect. PZ-03-25 SECTION TWO: The President and Board of Trustees of the Village of Mount Prospect do hereby grant a conditional use to allow the operation of a daycare center at the Subject Property, subject to the following conditions: 1. The subject property shall be developed in general compliance with the approved development plans which consist of the following: a. 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; b. Architectural Floor Plans, consisting of 2 sheets, Sheets SA-1.1and SA- 1.2, as prepared by Jarmel Kizel, with the latest revision date of 03/14/2025; c. Exterior elevations, consisting of 1 sheet, Sheet SA-1.4, as prepared by Jarmel Kizel, and dated 03/14/2025; and d. Landbank Parking Plan, as prepared by Stonefield Engineering & Design, and bearing the latest revision date of 5/6/2025. 2. The petitioner shall address all comments included in the Village review letter dated May 14, 2025; 3. 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; 4. 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; 5. An amendment to this conditional use shall be required prior to any future expansion of this daycare center; 6. 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; 7. 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; and 8. 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 by the Village. PZ-03-25 SECTION THREE: The Village Clerk is hereby authorized and directed to record a certified copy of this Ordinance and Exhibits "A" and "B" with the Recorder of Deeds of Cook County. SECTION FOUR: This Ordinance shall be in full force and effect from and after its passage, approval in the manner provided by law. AYES: NAYS: ABSENT: PASSED AND APPROVED this 3rd day of June 2025. Paul Wm. Hoefert Mayor ATTEST: Karen M. Agoranos Village Clerk PZ-03-25 EXHIBIT A APPROVED PLANS 1011,11 10— ss z aNnOHDkVld wunivim v Ailll:)Vd 3HV3,kVO C13SOdOUd 8 uf)r—pvfiupaau)Bua (3-131-43NOJLS kMH LS3MHIHON M OPO I SNV'ld IN3WdOl3A303.1.1s W ?2H 50 P�i H nH2 z 0 7 T . . . . .d�m of 96 2 2 t R M -2 PA �,2 2 z 75 0 HO u to 17 \77,7 a4SSE=� HE - 2 M LU E du le 0 TF -�m" H oilw � tl n -:=.= - Imo— ` �w���� CL 77, yy . . . . ........ .. 73 -6 7 7 3, gg 7 L Ui n A t anUOAV Olea 1011,11 10— ss z aNnOHDkVld ivsnivN v Ailll:)Vd 3HV3.kVO (13SOdOUd (3l31zl3NMS kMH LS3MHIHON M OPO 1 0 SNV'ld IN3WdOl3A3CI 311S z Mffi� A14, WO U� PH P NN, LL wA Rig "N A,2 na 0 H H H cc X w same €jLL x pq 12 X x "ER .7 T T E j" /a OV X A, I L anU&AV Glea 1011,11 10— ss aNnONDIVId ivsnivN v Ailll:)Vd 3HV:).kVO (13SOdOUd u )r-ap 15upaDul6ua (3-l31zl3NO1S kMH LS3MHIHON M OPO 1 SNV'ld IN3WdOl3A3CI 3115 M ^� \ 5 03 OLt s • \ � � \ �\ L01 a 0( OEM Y V � N q,- O a0U VJ 0 _ 00 �LL pli't H, �N~ o° o _ - '� 4 ED o Hl a a o-�77 LL Lon 017771 - 0 'E o J ®o LL Q 4 W � ® No Ll Li LF ®o 0 0 i-1 r f N Ct Z O 0 =_pT_oT — I LL i I 7�1 a I I mmmml MHz 04- W Z co X .21 I O 1 ; O07 W 4 W Q O pw Ow I SNIISIX3 E I I II I I I LF FFT FFT = = Z El I � I ' > a o ZFF c Z O O Z z Q Q i J W a T - 0 I I. d' 0 I � y H N W Z Z W 3 I N N � N y 0� Om 0� 0� J J a J h IL I I I I PZ-03-25 EXHIBIT B LAND BANK PARKING PLAN rvolldladsaa 1v 4 oQ 5111 (bL'86L auo4d 6pp861W'wey8uiw.iig'lLl a�inS •anw^tl p+empooM %O'S 555 ;NaPla p,= . dW „ales eW a,o•MaW . fW wp��a�rpb . lw ��e�ia�i��we a-l31zl3NO1S ® 10— ♦vmrv� rv515dMrv'1noN � dena of ppppsiV[pv[CFp al aNnoaoAvld lvanivN s Allll:)tld 3Utl3AtlO O3SOdOHd kMH 1$3MHla0N M 0601 _ o � ® z d— a m z °Y g d X W 9 SNVld lN3WdOl3A3O 311S May 30, 2025 Dear Mt. Prospect Board of Trustees: As residents of The Villas at Sevres, we are gravely concerned about the daycare being proposed at 1040 W. Northwest Highway"The Daycare Site", and is scheduled to be heard by the village board on June 3, 2025. The Village of Mount Prospect code of ordinances states the B-1 Business Office District "is intended to provide a zoning classification for limited office development in areas adjacent to more intense retail/commercial zoning classifications. The district shall provide a transitional area between residential and retail / commercial areas." The Daycare Site is surrounded on three sides by residential; not intense retail / commercial. This is why in 2008 the property was rezoned from B-1 to R-2 PUD (Ordinance No. 5681) and the Village of Mount Prospect deemed that residential was the appropriate use here. The applicant who re -zoned the property never built the residential, so the property reverted back to it's B-1 zoning classification, but the Village knew that a less intense use was more appropriate here. An increase in intensity here is not appropriate. The current office building is a much less intense use, than a 339 child and 49 staff member daycare. This is why a daycare is a conditional use within the B-1 zoning district and is not appropriate at this location. The conditional use standards in Section 14.203.F.8 of the Mount Prospect zoning ordinance states that a conditional use shall conform to 7 requirements. The first two being "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" and "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 daycare would be detrimental to the comfort and general welfare of the adjacent residential communities and would be injurious to the enjoyment of our property and likely diminish property values for the following reasons: - The noise level is a concern. For 12 hours a day (7 am — 7 pm), 339 children who haven't developed the skills to manage their volumes and be respectful of the neighboring properties will be yelling and screaming on the to -be -built playground. Also, the additional vehicular noise generated by pickup and drop off queuing is problematic. - The dumpsters that are proposed to remain at the rear northwest corner of The Daycare Site will now service almost 400 people and a working kitchen. The dumpsters will also now be filled with soiled diapers. This is not a desirable condition adjacent to residential. The increase in use intensity will also create more garbage truck pickups, which will generate additional noise. - Ingress and egress at the property will be a challenge. Currently there is no left turn lane on Northwest Highway into The Daycare Site. That worked when you had an office use where employees arrived and departed at different intervals. Given that daycare drop offs are at a very specific time, having 250 — 300 cars queuing on Northwest Highway around the same time is going to be a major problem. This is going to occur at peak rush hour times in the morning and evening. We respectfully ask that the Village Board denies the conditional use permit at The Daycare Site. Sincerely, Jan Ramion Nancy Papanicholas