Plan Commission

Plan Commission Thursday, May 15, 2025 7:30 P.M. Skokie Village Hall, 5127 Oakton Street, Skokie, IL, Council Chambers I. Call to Order Declaration of Quorum II. Roll Call III. Approval of Meeting Minutes April 17, 2025 IV. Old Business V. New Business a. 5360 Touhy Avenue • 2025-07P: Site Plan Approval Site Plan Approval is being requested for the tear down and rebuild of the McDonald’s restaurant located at 5360 Touhy Avenue and any other relief that may be discovered during the public hearing. • 2025-08P: Special Use Permit A special use permit is being requested for the inclusion of two drive-through lanes as part of the new restaurant construction, and any other relief that may be discovered during the public hearing. VI. Public Comment VII. Communications from Staff VIII. Adjournment Individuals with questions or feedback about an agenda item may contact Kate Portillo with the Community Development Department at 847-933-8297 or publiccomments@skokie.org. The Village, in compliance with the Americans with Disabilities Act, requests that persons with disabilities who require certain accommodations to allow them to observe or participate, or who have questions about the accessibility of the meeting facilities, contact the Village’s ADA Coordinator Angel Schnur at Angel.Schnur@skokie.org or 847-933-8400. 626428  DRAFT – NOT APPROVED Plan Commission Meeting Minutes Date: April 17, 2025 Skokie Village Hall, 5127 Oakton Street, Council Chambers PLAN COMMISSION MEMBERS PRESENT: Paul Luke - Chair Vice-Chair, Jeff Burman, Cindy Franklin, Scott Berman, and Ross Mathee PLAN COMMISSION MEMBERS ABSENT: Vijai Gupta, Sigalle Shpayer, and Talia Gevaryahu, STAFF PRESENT: Tyler Kobylski, Asst Corp. Counsel, Johanna Nyden, Community Development Director, Mike Voitik, Planning Coordinator and Jose Acosta, Planning Coordinator, . (I) CALL TO ORDER A quorum being present, Chair Luke called the meeting to order at 7:30 PM. (II) APPROVAL OF MINUTES A motion to approve the minutes of the March 20, 2025 meeting was made by Commissioner Franklin and seconded by Commissioner Burman. Ayes: Unanimous voice vote. The motion passes. (III) NEW BUSINESS a. Case 2025-04P: Site Plan Approval: 7952 Lincoln Avenue A request from 7952 Lincoln, LLC, on behalf of Paul Leongas, for site plan approval for a 1 lot planned development that will contain 58 residential units and first floor commercial, along with an outdoor dining area; an expansion of the existing commercial building at 7952 Lincoln Avenue that will contain a # 626081 Plan Commission Meeting Minutes April 17, 2025  DRAFT – NOT APPROVED child and youth services use and a restaurant with a 4-season outdoor dining area; covered surface parking and stormwater detention that will serve the development; and any other relief that may be discovered during the hearing. b. Case 2025-05P: Subdivision A request from 7952 Lincoln, LLC, on behalf of Paul Leongas, for a re- subdivision of 3 lots into 1 that includes a dedication of varying widths of Lincoln Avenue right-of-way to the Illinois Department of Transportation and any relief that may be discovered during the hearing. PINs: 10-28-105-018-0000, 10-28-105-019-0000, 10-28-105-065-0000 Corporation Counsel, Tyler Kobylski, determined that notice was proper and correct. Jose Acosta, Planning Coordinator, requested that the staff report for case 2025-04P be accepted into the record as written. He stated that staff is supportive of the request for site plan approval of the 1 lot planned development, which will include 58 residential units with first floor commercial and an outdoor dining area, an expansion of the existing commercial building at 7952 Lincoln Avenue, and a restaurant with a 4-season outdoor dining area. Mr. Acosta mentioned that the child and youth services use is not an allowable use within a retail street. However, under the proportionate exception clause, up to 20% of the total gross floor area may be allocated to other uses. Since the child and youth services use (Action Behavior Center) only accounts for 11.5% of the overall development, it qualifies for consideration under this provision. Mr. Acosta presented the recommended conditions in which he stated that the development would be required to reserve up to 5% of the housing units for at least 25 years in accordance with the affordable housing requirement in the Village. These units would be comprised of the following housing mix: one 1- bedroom unit and one 2-bedroom unit at 80% AMI and one 3-bedroom unit at 60% AMI. Additionally, prior to the issuance of any building permits, the petitioner shall submit recorded covenants of all off-site parking agreements. Mr. Acosta also read recommended conditions that regulate the proportionate exception use and stated that any future use of the space occupied by Action Behavior Center (ABC) shall be a permitted or special use and shall not be replaced by another prohibited ground floor use on a retail street, if the current proposed use ceases operations for any amount of time. Mike Voitik, Planning coordinator, requested that the staff report for case 2025- 05P be accepted into the record as written. He stated that staff is supportive of # 626081 Plan Commission Meeting Minutes April 17, 2025  DRAFT – NOT APPROVED the request for a re-subdivision of 3 lots into 1 that includes a dedication of varying widths of Lincoln Avenue right-of-way to the Illinois Department of Transportation. Mr. Voitik mentioned that there is one dedication of 33 feet that will take place on the south parcel, just north of the Skokie Theater. The second dedication is on the corner of Oakton Street and Lincoln Avenue in order to place the sidewalk entirely within the public right of way as the existing bank building extends out into the sidewalk. The final portion of the dedication will be a 3-foot dedication on Lincoln Avenue to bring the west half of Lincoln Avenue into compliance with the Village’s subdivision code, which requires a 33-foot wide dedication from center line to the right-of-way. Commissioner Berman asked to clarify why Village staff is concerned with auxiliary parking agreements when there is abundant public parking in the adjacent lots in the area. Mr. Acosta clarified that the lots would be considered public parking shared with all of the local businesses in the area, whereas the parking agreements would just count for the required parking of the planned development. Johanna Nyden, Community Development Director, also clarified that the lots the commissioner mentioned are heavily utilized by local businesses and local events, which may cause overflow of parking to spill into the adjacent residential neighborhoods. She stated that the purpose of the parking agreements is to keep downtown parking available while making use of underutilized parking in other places for this site. Commissioner Burman highlighted that the auxiliary lots mentioned as part of the potential parking agreements are a bit far from the site and asked if there is a shuttle service proposed along with the parking agreements. Mr. Acosta clarified that no plans for any shuttle services have been shared with staff and that perhaps that is a question that the petitioner can address at a later point. Commissioner Burman also asks if there is a condition in place requiring site maintenance and trash pick-up as there is a restaurant element as part of the planned development. Mr. Acosta clarified that there are standard conditions that encompass site maintenance and trash pickup. Ms. Nyden added that the standard conditions do not need to be mentioned in the staff report as they are already enforced by out Village Code. Commissioner Berman asked the petitioner once again if they anticipate that every residential unit will have a designated parking space or how is it that the petitioner intends to assign parking on site. Commissioner Berman asked again if there is any shuttle service proposed for the auxiliary lots. The petitioner stated that every resident will have an assigned parking space on-site, which would total to 58 of the 71 available on-site parking spaces. The petitioner explained that this would leave an additional 14 parking spaces on-site for ABC # 626081 Plan Commission Meeting Minutes April 17, 2025  DRAFT – NOT APPROVED and the proposed restaurant, which would be shared between the two uses. Their peak hours would not coincide with each other and wilallow for efficient use of the on-site parking. Additionally, the valet parking proposed would not only be for the proposed uses of the planned development, but for all of the surrounding downtown businesses. Commissioner Mathee wanted clarification on the restaurant hours respective to the hours proposed for Action Behavior Center (ABC). It is his understanding that these two uses would not be operating at the same time. The petitioner clarified that both uses would be operating at similar hours, but peak times would be vastly different. Commissioner Berman asked if leases are already signed for Action Behavior Center and Evy restaurant. The petitioner confirmed that leases are already signed. (IV) RECOMMENDATIONS AND VOTING 2025-04P: Site Plan Approval A motion was made to approve case 2025-04P, along with conditions, as presented. Motion: S. Berman Second: J. Burman Ayes: 5 Nays: 0 Absent: 3 Four (4) Items of Relief (2025-04P) A motion was made to approve the 4 items of relief as presented. Motion: S. Berman Second: J. Burman Ayes: 5 Nays: 0 Absent: 3 2025-05P: Subdivision A motion was made to approve case 2025-05P as presented Motion: S. Berman Second: J. Burman # 626081 Plan Commission Meeting Minutes April 17, 2025  DRAFT – NOT APPROVED Ayes: 5 Nays: 0 Absent: 3 (V) PULIC COMMENTS Wayne Mell, manager of the Skokie Theatre – Performing Arts Center, shared concerns with the proposed development at 7952 Lincoln affecting downtown parking and as a result, their business. Mr. Mell stated that “fast and easy” parking in the downtown area is essential to their business as approximately 60% of their business are senior citizens. With the proposed development, the Skokie Theatre loses parking to the north, which served as a convenient drop-off zone for their business. Additionally, with the opening of the new restaurant, “The Spot”, at 7909 Lincoln Avenue across the street, there is less public parking available and the lack of parking in the vicinity has become extremely detrimental to their business. (VI) ITEMS FOR COMMUNICATION None (VII) ADJOURNMENT Chair Luke adjourned the meeting at 8:24 PM. Respectfully submitted, Jose Acosta, Planning Coordinator # 626081 Plan Commission Meeting Minutes April 17, 2025 Staff Report 5360 Touhy Avenue Community Development Department Council Chambers, 7:30 PM, May 15, 2025 To: Paul Luke, Chairman, Skokie Plan Commission From: Jose Acosta, Planning Coordinator Re: 2025-07P: Site Plan Approval – 5360 Touhy Avenue 2025-08P: Special Use Permit – Drive-through (2 lanes) General Information Location 5360 Touhy Avenue Petitioner McDonald’s USA, LLC Requests Site Plan Approval for the tear down and rebuild of a McDonald’s Restaurant and Special Use Permit for a drive-through facility. Size of Site 57,261 square feet (1.345 acres) with frontage on Touhy Avenue and Niles Center Road. Existing Zoning & B3 Business District – Existing McDonald’s restaurant with two Land Use drive-through lanes and surface parking. Adjacent Zoning & North M2 Office assembly – full-service restaurant, car wash, Land Use and auto repair facility South B4 Regional Mixed-Use Shopping District – Village Crossing shopping center West B4 Regional Mixed-Use Shopping District – retail tile store East B3 Business District – full-service restaurants and hotel Comprehensive Plan The site is designated as retail/service employment. SITE INFORMATION • The site consists of a single-story food establishment building and a surface parking lot containing 53 spaces. • There are currently two ingress/egress driveways on Niles Center Road and one on Touhy Avenue that allow access to the site. • Site circulation is maintained via a one-way flow of traffic within the subject site. • Overhead utilities run in a north-south direction along the east side of Niles Center Road to the east of the subject site. VOSDOCS-#626279-v1-Combined_Staff_Report_-_5360_Touhy_Avenue_ 1 of 9  Figure 1: View of the Subject Site Facing South Figure 2: View of the Subject Site Facing North COMPLETE STREETS  Public sidewalks are present along Touhy Avenue and Niles Center Road.  Bicycle parking is present at the subject site.  The site is served by Pace bus route 290 that runs east-west along Touhy Avenue and by routes 225 and 226 that run north-south along Niles Center Road.  The subject site is within walking distance of residential neighborhoods, services, shopping, and schools. VOSDOCS-#626279-v1-Combined_Staff_Report_-_5360_Touhy_Avenue_ 2 of 9  Figure 3: Aerial View of the Subject Site PETITIONER’S SUBMITTAL – Site Plan Approval The petitioner is requesting site plan approval for the rebuild construction of a restaurant located at 5360 Touhy Avenue in a B3 Business zoning district, and any relief that may be discovered during the review of this case. The proposed rebuilt restaurant at this location is intended to support digital operations growth, improve internal site circulation, and includes intentional sustainability enhancements. The project aims to reduce carbon emissions through lower energy consumption and the use of environmentally responsible materials and will pursue LEED Zero Carbon certification. Key sustainability features include high-efficiency building systems, a high-performance building envelope, on-site solar panels, and low-carbon construction materials. The proposed site plan reduces the overall parking from 52 parking spaces to 43 parking spaces. The reduction in parking spaces accommodates an on-site solar photovoltaic (PV) system on the west property line and dual side-by-side drive through lanes in the same location as the present single drive-through lane, but continues to meet the parking requirements of the Zoning Ordinance. 31 parking spaces will be for walk-in customers, 6 parking spaces will be for mobile order pay, 3 parking spaces will be for drive-through waiting, and 3 parking spaces will be for delivery pick up. The two drive-through lanes will remain located at the north and west faces of the building, but the overall queueing will increase from 13 vehicles to 20 vehicles without an impact on internal site circulation. Site circulation will remain one way counterclockwise, and elimination of the southern access drive is proposed. PETITIONER’S SUBMITTAL – Special Use Permit The petitioner is requesting a special use permit for two drive-through lanes as a part of the reconstruction of the McDonald’s restaurant located at 5360 Touhy Avenue in a B3 Business zoning district, and any relief that may be discovered during the review of this case. VOSDOCS-#626279-v1-Combined_Staff_Report_-_5360_Touhy_Avenue_ 3 of 9 Key design improvements such as the side-by-side drive through with dual-lane entry are proposed at this location to enhance capacity, efficiency, and customer convenience. The proposed layout intends to reduce wait times, vehicle idling, and car stacking and improved traffic flow and site circulation safety. STAFF ANALYSIS AND RECOMMENDATIONS Staff recommends that the petitioner’s request for site plan approval for the construction of a new restaurant located at 5360 Touhy Avenue in a B3 Business zoning district be APPROVED, subject to the recommended conditions and attached Proposed Positive Findings of Fact. The proposed tear-down and rebuild of the existing McDonald’s restaurant will incorporate sustainable practices that align with the Village’s sustainability goals. The project targets LEED Zero Carbon certification and includes energy-efficient systems, solar panels, and low-carbon materials—resulting in an estimated 40% reduction in operational carbon and 20% reduction in embodied carbon. The project proposes changes to the access drives on Niles Center Road, both the removal of the southern right-in/right-out driveway closest to Touhy Avenue and enhancement of the northern driveway to full access that allows for left turns. Staff is supportive of the curb cut removal as it will enhance pedestrian safety and improve site circulation and traffic flow. Staff is also supportive of a full access drive as the current “no left turn” is often disregarded. The Illinois Department of Transportation (IDOT) gives final approval for the proposed changes and issues the permit required for all work. A tree bond will be required for all tree removal. The bond ensures that adequate tree protection is maintained and may be used for replacement of any significantly damaged trees or trees that are lost during the project. Staff would like to see the three large pine trees affronting Touhy Avenue preserved and protected throughout construction. Measures should be taken to avoid damage to the root zones, including tree protection fencing and limiting grading or equipment storage near the trees. Staff recommends that the petitioner’s request for a special use permit for two drive- through lanes as a part of the construction of a new McDonald’s restaurant located at 5360 Touhy Avenue in a B3 Business zoning district be APPROVED, subject to the recommended conditions and attached Proposed Positive Findings of Fact. Staff are supportive of the proposed drive-through improvements as the new drive- through configuration will accommodate approximately 20 vehicles; one vehicle between the payment window and the pick-up window, eight vehicles between the ordering boards and the first payment window, and approximately 11 vehicles from the dual ordering boards. The peak drive-through lane demand observed at the existing restaurant was only 14 vehicles and the proposed design is sufficient to accommodate 6 more vehicles than this queue. APPEARANCE COMMISSION The proposal has not yet been reviewed by the Appearance Commission and will require a Certificate of Appropriateness awarded by the Appearance Commission prior VOSDOCS-#626279-v1-Combined_Staff_Report_-_5360_Touhy_Avenue_ 4 of 9 to the hearing before the Board of Trustees due to the proposal involving the construction of a new building. ATTACHMENTS 1. Recommended Conditions for 2025-07P 2. Proposed Positive Findings of Fact for 2025-07P 3. Recommended Conditions for 2025-08P 4. Proposed Positive Findings of Fact for 2025-08P 5. Applications for 2025-07P and 2025-08P, both dated April 8, 2025 6. Project Narrative, undated. 7. Responses to Special Use Standards, undated. 8. ALTA/NPSP Land Title and Topographic Survey, dated September 6, 2024 9. Aerial and Zoning Map, dated April 29, 2025 10. Site Plan dated February 10, 2025 11. Floor Plans and Building Elevations dated April 8, 2025 12. Final Engineering Plans by Watermark Engineering Resources dated March 31, 2025 13. Landscape Plan by Upstream Design Group dated March 31, 2025 14. Tree Preservation Plan by Upstream Design Group dated March 31, 2025 15. Traffic Impact Study by KLOA dated March 28, 2025 16. Affidavit of Public Notice 17. Certificate of Publication 18. Photo of Sign on Property VOSDOCS-#626279-v1-Combined_Staff_Report_-_5360_Touhy_Avenue_ 5 of 9 Recommended Conditions 2025-07P: Site Plan Approval Community Development Department Council Chambers, 7:30 PM, May 15, 2025 1. The petitioner shall develop the Subject Property in substantial conformance with the final Village approved site plan dated <insert date of final approved plan>, engineering plans dated <insert date of final approved plan>, landscape plans dated <insert date of final approved plan>, sign plans dated <insert date of final approved plan>, and building elevations dated <insert date of final approved plan>. 2. All private and public sidewalks shall be maintained free of snow, ice, sleet, or other objects that may impede travel. 3. Trash shall only be allowed within a designated trash enclosure and shall be screened from public view in an enclosure approved by the Appearance Commission. All trash shall be contained in such a way as to remain out of sight at all times. 4. During operating hours, restaurant staff must walk the site every four (4) hours to identify and remove any litter on the premises, and a log must be kept documenting compliance with this condition. The log shall be made available to Village Staff upon request. 5. Waste receptacles shall be placed on the Subject Property for the use of customers, and the Health and Human Services Department shall determine the size, type, and location of these units. 6. The petitioner shall sign an "Agreement for Installation and Maintenance of Landscaping" to assure that the Subject Property and parkway landscaping is completed and maintained, including trimming, watering, and replacing of dead plant materials in a timely manner in accordance with the final approved landscape plan. A copy of said Agreement is attached hereto, marked Exhibit “A” and hereby made part of this Ordinance. This “Agreement for Installation and Maintenance of Landscaping" shall be recorded at the petitioner’s expense. (Standard) VOSDOCS-#626279-v1-Combined_Staff_Report_-_5360_Touhy_Avenue_ 6 of 9 Proposed Positive Findings of Fact 2025-07P: Site Plan Approval Community Development Department Council Chambers, 7:30 PM, May 15, 2025 Consideration Finding The request is harmonious with and does It is not anticipated that the request will not adversely affect adjacent properties. adversely affect adjacent properties as the existing restaurant operates without any significant complaints and the drive- through redesign is expected to result in less idling and better customer circulation through the site. The request can demonstrate that Adequate public facilities, including roads, adequate public facilities, including roads, drainage, utilities, and police and fire drainage, utilities, and police and fire protection currently exist or will be protection exist or will exist to serve the improved to serve the requested use. requested use at the time such facilities are needed. The request demonstrates adequate Adequate provision for maintenance of provision for maintenance of the associated the associated structures is demonstrated structures. by the request as all requirements of the Village Code will be expected to be upheld at all times. The request has considered and, to the No adverse effects on the natural degree possible, addressed the adverse environment are anticipated, and the effects on the natural environment. LEED certification goal seeks to demonstrate a positive impact on the natural environment. The request will not create undue traffic With the elimination of a curb cut on congestion. Niles Center Road and improved internal site circulation, the request will not create undue traffic congestion The request will not adversely affect public Public health, safety, and welfare will not health, safety, and welfare. be adversely affected by the request as the proposed improvements seek to create more efficient overall operations. The request conforms to all applicable The request will confirm to all applicable provisions of this code, except where relief provisions of this code as a matter of is granted with the request. requirement. VOSDOCS-#626279-v1-Combined_Staff_Report_-_5360_Touhy_Avenue_ 7 of 9 Recommended Conditions 2025-08P: Special Use Permit Community Development Department Council Chambers, 7:30 PM, May 15, 2025 1. The petitioner shall develop the Subject Property in substantial conformance with the final Village approved site plan dated <insert date of final approved plan>, engineering plans dated <insert date of final approved plan>, landscape plans dated <insert date of final approved plan>, sign plans dated <insert date of final approved plan>, and building elevations dated <insert date of final approved plan>. 2. All private and public sidewalks shall be maintained free of snow, ice, sleet, or other objects that may impede travel. 3. Trash shall only be allowed within a designated trash enclosure and shall be screened from public view in an enclosure approved by the Appearance Commission. All trash shall be contained in such a way as to remain out of sight at all times. 4. During operating hours, restaurant staff must walk the site every four (4) hours to identify and remove any litter on the premises, and a log must be kept documenting compliance with this condition. The log shall be made available to Village Staff upon request. 5. Waste receptacles shall be placed on the Subject Property for the use of customers, and that the Health and Human Services Department shall determine the size, type, and location of these units. 6. The petitioner shall sign an "Agreement for Installation and Maintenance of Landscaping" to assure that the Subject Property and parkway landscaping is completed and maintained, including trimming, watering, and replacing of dead plant materials in a timely manner in accordance with the final approved landscape plan. A copy of said Agreement is attached hereto, marked Exhibit “A” and hereby made part of this Ordinance. This “Agreement for Installation and Maintenance of Landscaping" shall be recorded at the petitioner’s expense. 7. The petitioner shall implement any necessary operational improvements to ensure that stacking of vehicles within the drive-through lane will be contained on site and not impede or obstruct pedestrian or vehicular movements. 8. A drive-through facility shall have at least one litter/refuse disposal container at its exit at a location determined by the Health Department. VOSDOCS-#626279-v1-Combined_Staff_Report_-_5360_Touhy_Avenue_ 8 of 9 Proposed Positive Findings of Fact 2025-08P: Special Use Permit Community Development Department Council Chambers, 7:30 PM, May 15, 2025 Consideration Finding The request is harmonious with and does The subject site is screened to the north not adversely affect adjacent properties. by a solid wood fence and will not adversely affect adjacent properties. The request is compatible with the existing The request is for a restaurant rebuild or allowable uses of adjacent properties. and as such, the current compatibility remains unchanged. The request can demonstrate that Adequate public facilities, including roads, adequate public facilities, including roads, drainage, utilities, and police and fire drainage, utilities, and police and fire protection currently exist to serve the protection exist or will exist to serve the requested use. requested use at the time such facilities are needed. The request demonstrates adequate Adequate provision for maintenance of provision for maintenance of the associated the associated structures is demonstrated structures. by the request. The request has considered and, to the No adverse effects on the natural degree possible, addressed the adverse environment are anticipated; the proposal effects on the natural environment. adds a solar canopy and adequate landscaping is present at the subject site. The request will not create undue traffic It is not anticipated that the request will congestion. create undue traffic congestion, and the elimination of the southern curb cut along Niles Center Road enhances vehicular and pedestrian safety. The request will not adversely affect public Public health, safety, and welfare will not health, safety, and welfare. be adversely affected by the request. The request conforms to all applicable All applicable provisions of this code are provisions of this code, except where relief conformed to by the request. is granted with the request. The request is consistent with the intent of The updating of an existing food the Comprehensive Plan. establishment in a business district is consistent with the intended land use of the commercial corridor. VOSDOCS-#626279-v1-Combined_Staff_Report_-_5360_Touhy_Avenue_ 9 of 9 Mariene Bargamian ^E w From: norepiy@civicplus.com Sent: Tuesday, April 8, 2025 5:21 PM ri To: Kate Portiilo; Mariene Bargamian Subject: Online Form Submittai: Petition for Site Plan Approval Petition for Site Plan Approval Village of Skokie Skokie Plan Commission (847/933-8447) Petition for Site Plan Approval APPLICATION MUST BE COMPLETE IN ORDER TO SCHEDULE A HEARING DATE Name of proposed use or McDonald's development: Zoning: B-3 With Special Use Address of property: 5360 Touhy Avenue Existing use(s): McDonald's Restaurant Proposed use(s) in McDonald's Restaurant- Restaurant, limited service-with drive- Appendix A: through Comprehensive Plan Sector c (select): Comprehensive Plan Retail/Service Employment Designation: All property identification 10-28-313-034-0000 numbers (PlNs): Petitioner Information Name(s): McDonald's USA, LLC c/o Otguin Law LLC Street address: 16101 108th Ave, First Floor City/ State, Zip Orland Park, !L 60647 Email: jim@oSgutnlawHc.com Phone: 630-403-8003 Marlene Bargamian From: noreply@civJcplus.com Sent: Tuesday, April 8, 2025 4:44 PM To: Marlene Bargamian Subject: Online Form Submittal: Petition for Special Use Permit Petition for Special Use Permit Village of Skokie Skokie Plan Commission (847/933-8447) Petition for Special Use Permit APPLICATION MUST BE COMPLETE IN ORDER TO SCHEDULE A HEARING DATE Name of proposed use or McDonald's development: Zoning: B-3 With Special Use Address of property: 5360 Touhy Avenue Existing use(s): McDonald's Restaurant Proposed use(s) in McDonaSd's Restaurant - Restaurant, iimited service—with Appendix A: drive-through Comprehensive Plan Sector c (select); Comprehensive Plan Retail/Service Employment Designation: Ail property identification 10-28-313-034-0000 numbers (PINs): Petitioner information Name(s): McDonald's USA. LLC c/o Olguin Law LLC Street address: 16101 108th Ave,, First Floor City, State, Zip OrlandPark, IL 60647 Emai!: jjm@olguinlawilc.com Phone: 630-403-8003  MCDONALD’S – PROJECT NARRATIVE McDonald’s is requesting a special use permit for a drive thru and site plan approval for the construction of a new restaurant located at 5360 Touhy Avenue in accordance with the plans submitted along with its applications. McDonald’s is on a mission to make delicious feel-good moments easy for everyone. We have a long-standing commitment to customer-centric innovation and sustainable practices, including LEED certified restaurants that exist within the US and globally. McDonald’s recognizes the Village of Skokie as a premier site to continue this legacy to test, learn & grow. The new restaurant we are planning at this location is designed to maximize the efficiency of digital channel growth and focused on ways to improve the customer & crew experience now and in the future. This design will take a comprehensive lifecycle approach to reduce emissions, effectively lowering energy usage and advancing circularity with the use of more sustainable building materials. The project will target LEED zero carbon certification with key components including high performance building systems, high performance building envelope, on-site solar PV systems and sensible and low-carbon building materials. The end result will be a restaurant with an estimated 40% reduction in operational carbon and an estimated 20% reduction in embodied carbon. At McDonald’s, we’ve been setting the standard for Drive Thru’s for more than 45 years. We are always testing new ideas, learning what our customers love, and exploring ideas that make the McDonald’s Drive Thru experience faster and easier for everyone. The best of our prior enhancements, such as improving the physical layout of the Drive Thru with additional lanes, will be maintained since it creates additional capacity, improving speed and efficiency. The Side-By-Side Drive Thru with dual-lane entry eases queuing by allowing two cars to stack next to each other and order simultaneously. The results include a decrease in overall customer wait time, vehicle idling time, and car stacking length. Side-By-Side Drive Thru’s promote better traffic flow as cars do not stack beyond the Drive Thru and block lot circulation. This leads to a site that is safe for general traffic, has better utilization of parking stalls, and reduces opportunities for accidents. The introduction of a second Drive Thru present window will allow us to pull customers forward when needed, while staying conveniently connected to the building. This simple but effective operations procedure allows customers behind a large order to keep moving, ultimately reducing congestion and idling in the Drive-Thru lane. Staying connected to the building is also the safest method for our crew members to deliver and fulfill Drive Thru orders. Already, we are welcoming a new generation of customers who demand speed and convenience more than ever before. With over 150 million active users in any 90-day time frame, McDonald’s loyalty program is one of the largest in the world. Mobile ordering is increasingly popular, and we leverage tech-driven solutions to ensure McDonald’s restaurant teams deliver the speed, convenience, and freshness customers expect when they place a mobile order. Lab testing and simulations have shown significant improvements in total experience times as the percentage of mobile orders in the Drive Thru increases. Responses to Special Use Standards 1. The request is consistent with the intent of the Comprehensive Plan. Response: The Comprehensive Plan designates this area for retail and commercial use, which aligns perfectly with the proposed redevelopment of the McDonald’s restaurant. The project maintains the existing restaurant use, supporting the planned commercial character of the area. Additionally, the modern design and sustainability features, such as targeting LEED zero carbon certification, enhance the area’s vitality while adhering to the Plan’s intent for commercial development. 2. The request will not adversely affect adjacent properties. Response: All adjacent properties are commercial, including a tile shop, auto repair, restaurants, gas station, and shopping center, with no residential properties in the immediate vecinity. The proposed use remains a restaurant with a drive-through, identical to the existing use, ensuring no incompatible activities are introduced. The traffic study indicates that the modified access will improve traffic flow and safety near the intersection, benefiting adjacent businesses by reducing potential conflict points and enhancing accessibility. 3. The request is compatible with the existing or allowable uses of adjacent properties. Response: The area is zoned for commercial use, and the proposed project continues the existing restaurant use, making it inherently compatible with the surrounding commercial properties. The redevelopment’s modern design, improved traffic management, and sustainable features will enhance the area’s appeal without disrupting its established commercial character. 4. The request demonstrates that adequate public facilities, including roads, drainage, utilities, and police and fire protection exist or will exist to serve the requested use at the time such facilities are needed. Response: The traffic study confirms that the adjacent roadway system has sufficient capacity to accommodate the project, and the modified access improves safety and efficiency. The project meets all stormwater management requirements, ensuring proper drainage. Existing utilities are are sufficient for a modern restaurant, and the design complies with all fire and life safety standards, including modern fire suppression systems and adequate site access for emergency services. 5. The request demonstrates adequate provision for maintenance and use of the associated structures. Response: McDonald’s, as a major corporation, has standardized maintenance protocols to ensure the long-term upkeep of its facilities, including the building, parking lot, and drive-through. The use of sustainable materials, such as durable and low-carbon options, supports efficient maintenance. 6. The request has considered and, to the degree possible, addressed the adverse effects on the natural environment. Response: The project targets LEED zero carbon certification, incorporating high-performance building systems, a high-performance building envelope, on-site solar photovoltaic (PV) systems, and low-carbon materials. These features significantly reduce energy use and emissions, minimizing environmental impacts. Additionally, compliance with stormwater management requirements further reduces the project’s environmental footprint. 7. The request will not create undue traffic congestion. Response: The traffic study concludes that the adjacent roadway system has sufficient capacity to handle the project’s traffic demands. The modified access, including the removal of the southern drive, improves traffic flow and safety near the intersection. The drive-through capacity, with stacking for up to 20 vehicles, will efficiently manage peak queues, preventing congestion both on-site and on surrounding roads. 8. The request will not adversely affect public health, safety, and welfare. Response: The project complies with health codes for food service, ensuring public health. Safety is enhanced through improved traffic flow, modern fire suppression systems, and adequate site access for emergency services. The redevelopment also supports public welfare by providing jobs and upgrading a community asset with a modern, sustainable design. 9. The request conforms to all applicable provisions of this code, except where relief is granted with the request. Response: The proposed parking lot meets the Village of Skokie’s code requirements, and the project aligns with other zoning provisions.  Aerial and Zoning Map - 5360 Touhy Avenue Legend Zoning and Development Zoning B2: Commercial B3: Business B4: Regional Mixed-Use Shopping M1: Office Assembly Industry R2: Single-Family 0 300 600 Print Date: 4/29/2025 Notes ft Disclaimer: The GIS Consortium and MGP Inc. are not liable for any use, misuse, modification or disclosure of any map provided under applicable law. This map is for general information purposes only. Although the information is believed to be generally accurate, errors may exist and the user should independently confirm for accuracy. The map does not constitute a regulatory determination and is not a base for engineering design. A Registered Land Surveyor should be consulted to determine precise location boundaries on the ground.  Lingle Design Group inc FRONT ELEVATION 158 West Main Street E3 Scale: 1/4" = 1'-0" Lena, IL 61048 815.369.9155 1764 blake st denver, CO 8020 303.974.5873 www.lingledesign.com REAR ELEVATION © ALL DRAWINGS AND WRITTEN MATERIAL CONTAINED HEREIN ARE THE D3 Scale: 1/4" = 1'-0" PROPERTY OF THE LINGLE DESIGN GROUP, INC. THEY MAY NOT BE REVISED, COPIED, REUSED, OR DISCLOSED IN ANY MANNER WITHOUT WRITTEN AUTHORIZATION FROM THE ARCHITECT. I N ARY TION LIM UC PRE ONSTR RC NO T FO STATE ID: PROJECT #: 120646 24-390 NATIONAL #: DRAWN BY: 7546 RP TRASH ENCLOSURE PLAN W/ SHED LEFT ELEVATION RIGHT ELEVATION CHECKED BY: C1 Scale: 1/4" = 1'-0" C3 Scale: 1/4" = 1'-0" C4 Scale: 1/4" = 1'-0" JK DATE: 04/08/25 - REVIEW SET - 007 REVISIONS DOOR HEADER B2 Scale: 3/4" = 1'-0" CLIENT McDonald's USA, LLC ADDRESS 5360 TOUHY AVENUE SKOKIE, IL 60077 SHEET TITLE TRASH ENCLOSURE PLAN AND DETAILS SHEET NUMBER: A1 SECTION Scale: 3/4" = 1'-0" A2 TYPICAL WALL SECTION Scale: 3/4" = 1'-0" A3 SECTION AT TRASH ENCLOSURE STOOP Scale: 3/4" = 1'-0" A0.1  ELEVATION KEY NOTES: Lingle Design Group inc 158 West Main Street Lena, IL 61048 815.369.9155 1764 blake st denver, CO 8020 303.974.5873 www.lingledesign.com SERVICE AREA REAR ELEVATION 2 Scale: 1/4"=1'-0" © ALL DRAWINGS AND WRITTEN MATERIAL CONTAINED HEREIN ARE THE PROPERTY OF THE LINGLE DESIGN GROUP, INC. THEY MAY NOT BE REVISED, COPIED, REUSED, OR DISCLOSED IN ANY MANNER WITHOUT WRITTEN AUTHORIZATION FROM THE ARCHITECT. I N ARY TION LIM UC PRE ONSTR RC NO T FO STATE ID: PROJECT #: 120646 24-390 NATIONAL #: DRAWN BY: 7546 RP SERVICE AREA PLAN SERVICE AREA DRIVE-THRU ELEVATION SERVICE AREA NON DRIVE-THRU ELEVATION CHECKED BY: 1 Scale: 1/4"=1'-0" 3 Scale: 1/4"=1'-0" 4 Scale: 1/4"=1'-0" JK DATE: 04/08/25 - REVIEW SET - 007 REVISIONS CLIENT McDonald's USA, LLC ADDRESS 5360 TOUHY AVENUE SKOKIE, IL 60077 SHEET TITLE SERVICE AREA PLAN AND DETAILS SHEET NUMBER: A0.2  Lingle Design Group inc 158 West Main Street Lena, IL 61048 815.369.9155 1764 blake st denver, CO 8020 303.974.5873 www.lingledesign.com © ALL DRAWINGS AND WRITTEN MATERIAL CONTAINED HEREIN ARE THE PROPERTY OF THE LINGLE DESIGN GROUP, INC. THEY MAY NOT BE REVISED, COPIED, REUSED, OR DISCLOSED IN ANY MANNER WITHOUT WRITTEN AUTHORIZATION FROM THE ARCHITECT. I N ARY TION LIM UC PRE ONSTR RC NO T FO STATE ID: PROJECT #: 120646 24-390 NATIONAL #: DRAWN BY: 7546 RP CHECKED BY: JK DATE: 04/08/25 - REVIEW SET - 007 REVISIONS REQUIRED TECH. STORAGE CLIENT McDonald's USA, LLC ADDRESS 5360 TOUHY AVENUE SKOKIE, IL 60077 SHEET TITLE PROPOSED FLOOR PLAN SHEET NUMBER: N FLOOR PLAN 1/4" = 1'-0" A1.0  MF LE C1 TC S MC MF TC PV MF PV AL PV PV S PV 2 2 1 1 2 T/ CANOPY ELEV. = 22'-0" T/ PARAPET FRAMING ELEV. = 15'-5" T/ PARAPET FRAMING MC ELEV. = 14'-1 1/2" 2 Lingle Design Group inc MF 158 West Main Street 3 Lena, IL 61048 815.369.9155 GB 1764 blake st T/ WINDOW B/ GOLD BAND denver, CO 8020 ELEV. = 8'-10" ELEV. = 8'-10" 303.974.5873 T/ WINDOW www.lingledesign.com W9 ELEV. = 7'-10" T/ WINDOW SILL W8 ELEV. = 5'-4" W6 1 T/ WINDOW SILL T/ WAINSCOT ELEV. = 2'-5" ELEV. = 2'-5" T/ SLAB ELEV. = 0'-0" LV SC GB C2 ES GB GB SC GB AL MC SC 1 3 © ALL DRAWINGS AND WRITTEN MATERIAL CONTAINED HEREIN ARE THE PROPERTY OF THE LINGLE DESIGN GROUP, INC. THEY MAY NOT BE REVISED, COPIED, REUSED, OR DISCLOSED IN ANY MANNER WITHOUT WRITTEN AUTHORIZATION FROM THE ARCHITECT. NON DRIVE-THRU ELEVATION 1 Scale: 1/4"=1'-0" I N ARY TION LIM UC PRE ONSTR RC T FO MF TC MF MC MF LE TC C1 C1 PV S 2 1 1 2 3 4 NO T/ CANOPY ELEV. = 22'-0" STATE ID: PROJECT #: 120646 24-390 NATIONAL #: DRAWN BY: 7546 RP CHECKED BY: JK T/ PARAPET FRAMING ELEV. = 15'-5" T/ PARAPET FRAMING DATE: ELEV. = 14'-1 1/2" 04/08/25 - REVIEW SET - 007 C3 REVISIONS B/ CANOPY UNDERSCORE ELEV. = 10'-11" UN T/ WINDOW ELEV. = 8'-10" W3 W5 1A T/ WINDOW SILL ELEV. = 2'-5" T/ SLAB ELEV. = 0'-0" SC C2 ES GB LV SC GB 2 CLIENT FRONT ELEVATION 2 Scale: 1/4"=1'-0" ELEVATION KEY NOTES: McDonald's USA, LLC AL LE S C1 LV SC # ADDRESS MC TC # 5360 TOUHY AVENUE C2 UN SKOKIE, IL 60077 W# C3 MF XX # SHEET TITLE D ES EXTERIOR # PV ELEVATIONS SHEET NUMBER: GB A2.0  PV PV MC PV MF PV PV MF MC C1 MF PV TC S 2 3 1 1 1 2 T/ CANOPY ELEV. = 22'-0" T/ PARAPET FRAMING ELEV. = 15'-5" T/ PARAPET FRAMING ELEV. = 14'-1 1/2" Lingle Design Group inc 158 West Main Street B/ CANOPY UNDERSCORE Lena, IL 61048 815.369.9155 ELEV. = 10'-11" 1764 blake st B/ GOLD BAND denver, CO 8020 ELEV. = 8'-10" 303.974.5873 T/ WINDOW ELEV. = 8'-0" www.lingledesign.com W1 W2 LR LR T/ WINDOW SILL T/ WAINSCOT ELEV. = 3'-0" ELEV. = 2'-5" T/ SLAB ELEV. = 0'-0" GB MC SC MC MC C3 UN TC 3 4 3 © ALL DRAWINGS AND WRITTEN MATERIAL CONTAINED HEREIN ARE THE PROPERTY OF THE LINGLE DESIGN GROUP, INC. THEY MAY NOT BE REVISED, COPIED, REUSED, OR DISCLOSED IN ANY MANNER WITHOUT WRITTEN AUTHORIZATION FROM THE ARCHITECT. DRIVE-THRU ELEVATION 1 Scale: 1/4"=1'-0" I N ARY TION LIM UC PRE ONSTR RC T FO AL PV C1 C1 MF MC MF PV 4 3 2 2 3 NO T/ CANOPY ELEV. = 22'-0" STATE ID: PROJECT #: 120646 24-390 NATIONAL #: DRAWN BY: 7546 RP CHECKED BY: JK T/ PARAPET FRAMING ELEV. = 15'-5" DATE: 04/08/25 - REVIEW SET - 007 C3 REVISIONS B/ CANOPY UNDERSCORE ELEV. = 10'-11" B/ GOLD BAND UN ELEV. = 8'-10" T/DOOR ELEV. = 7'-4" D D 15 3 T/ WAINSCOT ELEV. = 2'-5" T/ SLAB ELEV. = 0'-0" AL SC GB SC GB SC MC 3 CLIENT REAR ELEVATION 2 Scale: 1/4"=1'-0" ELEVATION KEY NOTES: McDonald's USA, LLC AL LE S C1 LV SC # ADDRESS MC TC # 5360 TOUHY AVENUE C2 UN SKOKIE, IL 60077 W# C3 MF XX # SHEET TITLE D ES EXTERIOR # PV ELEVATIONS SHEET NUMBER: GB A2.1  DATE FINAL ENGINEERING PLANS FOR McDonald's REVISIONS AT 5360 TOUHY AVE INDEX CITY OF SKOKIE NO. REVISIONS CIVIL ENGINEERING PLANS 1 2 3 4 5 6 7 8 9 10 11 COOK COUNTY, ILLINOIS Prepared For: C-1 COVER SHEET N C-1.1 DEMOLITION PLAN LEGEND NW NE C-2 GEOMETRIC PLAN C-3 GRADING PLAN LOCATION MAP SW S SE C-4 ACCESSIBLE ROUTE GRADES AND DETAILS EXISTING DESCRIPTION PROPOSED C-5 UTILITY PLAN McDONALD'S - SKOKIE, IL C-6 PHASE 1 SOIL EROSION CONTROL PLAN McDonald's C-7 PHASE 2 SOIL EROSION CONTROL PLAN C-8 SOIL EROSION CONTROL DETAILS AND SPECS 110 N. Carpenter St. 5360 Touhy Ave C-9 PROJECT DETAILS SITE LOCATION C-10 M.W.R.D. DETAILS/SPECIFICATIONS Chicago, IL 60607 Skokie, Illinois C-11 I.D.O.T. DETAILS - CURB AND GUTTER C-12.1 I.D.O.T. TRAFFIC CONTROL DETAILS 1 C-12.2 I.D.O.T. TRAFFIC CONTROL DETAILS 2 C-13 PROJECT SPECIFICATIONS <--NILES SEWER <---SKOKIE SEWER <----- REVISIONS MWRD SUPPORTING DOCUMENTS HOWARD 4 McDonald's 1 2 3 4 5 6 7 8 9 10 11 INTERCEPTOR (4.5 X 5') 3 SHEETS LAND TITLE SURVEY L-1 LANDSCAPE PLAN L-2 TREE PRESERVATION PLAN 1 of 1 PHOTOMETRIC PLAN Prepared By: DT-1 DRIVE THRU PAVEMENT PLAN | (630) 375-1800 DT-2 DRIVE THRU EQUIPMENT PLAN DT-3 DRIVE THRU DETAILS DT-4 DRIVE THRU DETAILS | Aurora, IL 60502 3 SHEETS SITE STRUCTURAL DRAWINGS SECTION: 28 TOWNSHIP: 41N RANGE: 13E 1 SHEET DETENTION DETAILS AND CALCULATIONS 7 SHEETS STORMTRAP DESIGN AND DETAILS | 2631 Ginger Woods Pkwy NOTE: THE DESIGNS CONTAINED IN THE ABOVE PLANS AND SUPPORTING DOCUMENTS WERE PREPARED WITH THE UNDERSTANDING THAT THEY WOULD BE USED AS A WHOLE PLAN SET. EACH CONSTRUCTION DISCIPLINE IS TO USE ALL THE PLANS AND SUPPORTING DOCUMENTS TOGETHER AS A WHOLE AND NOT AS SEPARATE DOCUMENTS. EACH CONTRACTOR IS TO BECOME COMPLETELY FAMILIAR WITH THE WHOLE PLAN SET AND THE EXISTING SITE CONDITIONS. SHOULD ANYTHING WITH ALL THESE PLANS AND SUPPORTING DOCUMENTS BE INCONSISTENT WITH THE SITE CONDITIONS THEN THE CONTRACTOR IS TO CONTACT THE ENGINEER IMMEDIATELY BEFORE ANY CONSTRUCTION IS STARTED. BENCHMARK watermark-engineering.com STATE OF ILLINOIS) SS Know what's Below. COUNTY OF COOK) I, JEFFREY C. MILLER, A LICENSED PROFESSIONAL ENGINEER OF ILLINOIS, HEREBY CERTIFY Call before you dig. THAT THESE CIVIL ENGINEERING PLANS, NOT THE SUPPORTING DOCUMENTS, AS LISTED IN THE INDEX, HAVE BEEN PREPARED BY WATERMARK ENGINEERING RESOURCES, LTD. UNDER DESIGN BY: S. PUMPHREY DRAWN BY: S. PUMPHREY MY PERSONAL DIRECTION. THESE PLANS ARE INTENDED TO BE USED AS AN INTEGRAL PART OF THE PROJECT SPECIFICATIONS AND CONTRACT DOCUMENTS. CHECKED BY: J. MILLER DATE: MARCH 31, 2025 PROJECT NO.: 23055 DATE: SCOPE OF WORK SCALE: NONE ILLINOIS LICENSED PROFESSIONAL ENGINEER NO. 62-045858. MY LICENSE EXPIRES ON 11-30-2025. COVER SHEET UNLESS THIS DOCUMENT BEARS ORIGINAL SIGNATURE AND EMBOSSED SEAL OF THE DESIGN ENGINEER, IT IS NOT A VALID DOCUMENT. REBUILD ILLINOIS PROFESSIONAL DESIGN FIRM LICENSE NO. 184.002989 C-1 COVER SHEET LC #12-0646  Know what's Below. Call before you dig. 4 3 2 1 DRIVE DRIVE DRIVE DRIVE THRU THRU THRU THRU DRIVE TOUHY THRU DRIVE THRU THANK YOU AVENUE PICKUP NO PARKING MOBILE PICKUP MOBILE NO PARKING PICKUP MOBILE NO PARKING NO PARKING DRIVE THRU DRIVE THRU DRIVE THRU NILES CENTER ROAD 20 0 10 20 NW SW S N SE NE 40 DEMOLITION PLAN 80 NO. REVISIONS DATE CHECKED BY: J. MILLER McDonald's DESIGN BY: S. PUMPHREY 110 N. Carpenter St. DRAWN BY: S. PUMPHREY Chicago, IL 60607 DATE: MARCH 31, 2025 McDONALD'S - SKOKIE, IL SCALE: 1" = 20' 5360 Touhy Ave C-1.1 Prepared By: Prepared For: McDonald's LC #12-0646 PROJECT NO.: 23055 watermark-engineering.com | 2631 Ginger Woods Pkwy | Aurora, IL 60502 | (630) 375-1800 Skokie, Illinois DEMOLITION PLAN  TOUHY AVENUE NILES CENTER ROAD 20 0 10 20 NW SW S N SE NE 40 GEOMETRIC PLAN 80 NO. REVISIONS DATE CHECKED BY: J. MILLER McDonald's DESIGN BY: S. PUMPHREY 110 N. Carpenter St. DRAWN BY: S. PUMPHREY Chicago, IL 60607 C-2 DATE: MARCH 31, 2025 McDONALD'S - SKOKIE, IL SCALE: 1" = 20' 5360 Touhy Ave Prepared By: Prepared For: McDonald's LC #12-0646 PROJECT NO.: 23055 watermark-engineering.com | 2631 Ginger Woods Pkwy | Aurora, IL 60502 | (630) 375-1800 Skokie, Illinois GEOMETRIC PLAN  TOUHY AVENUE NILES CENTER ROAD 20 0 = 10 20 NW SW S N SE NE A.D.A. ACCESSIBLE ROUTE 40 GRADING PLAN 80 SEE SHEET C-4 FOR DETAILS NO. REVISIONS DATE CHECKED BY: J. MILLER McDonald's DESIGN BY: S. PUMPHREY 110 N. Carpenter St. DRAWN BY: S. PUMPHREY Chicago, IL 60607 C-3 DATE: MARCH 31, 2025 McDONALD'S - SKOKIE, IL SCALE: 1" = 20' 5360 Touhy Ave Prepared By: Prepared For: McDonald's LC #12-0646 PROJECT NO.: 23055 watermark-engineering.com | 2631 Ginger Woods Pkwy | Aurora, IL 60502 | (630) 375-1800 Skokie, Illinois GRADING PLAN  ACCESSIBLE ROUTE GRADES - PLAN VIEW SCALE: 1" = 10' = A.D.A. ACCESSIBLE ROUTE 10 0 5 10 NW SW ACCESSIBLE ROUTE S N SE NE 20 40 GRADES AND DETAILS NO. REVISIONS DATE CHECKED BY: J. MILLER McDonald's DESIGN BY: S. PUMPHREY 110 N. Carpenter St. DRAWN BY: S. PUMPHREY Chicago, IL 60607 C-4 DATE: MARCH 31, 2025 McDONALD'S - SKOKIE, IL SCALE: 1" = 10' 5360 Touhy Ave Prepared By: Prepared For: McDonald's LC #12-0646 PROJECT NO.: 23055 watermark-engineering.com | 2631 Ginger Woods Pkwy | Aurora, IL 60502 | (630) 375-1800 Skokie, Illinois ACCESSIBLE ROUTE GRADES AND DETAILS  DATE REQUIRED VOLUME CONTROL VOLUME = 32,425 S.F. OF IMPERVIOUS AREA X 1" X 1/12" = 2,702 C.F. USE UNILOCK ECO-OPTILOC (OR EQUAL). COLOR PER OWNER. PERMEABLE JOINT OPENING PERMEABLE SETTING BED AGGREGATE AS DIRECTED BY MANUFACTURER AS DIRECTED BY MANUFACTURER (1.5") (3.5") PERMEABLE PAVERS SURFACE WATER FLOW CURB SECTION 12" WIDE CONCRETE COLLAR AS SHOWN ON PLANS (SEE OTHER DETAIL) OTHER PAVEMENT TYPE REVISIONS 10" MIN. VA OBSERVATION WELL, 6" VB PERFORATED PVC PIPE WITH GEOTEXTILE FABRIC LOCKABLE CAP (SIDES ONLY) 2'-3.5 OFFSET 2" TO 12" 4" DIAMETER UNDERDRAIN NATIVE SOIL PERFORATED PIPE, INSTALL IF INFILTRATION IS LESS THAN 0.50 IN/HR (SEE NOTE 7) PERMEABLE BASE AGGREGATE, OPEN-GRADED, CRUSHED, SEASONALLY HIGH (SEE NOTES) GROUNDWATER LEVEL NO. Prepared For: ROAD McDONALD'S - SKOKIE, IL NOTES: 1. THE PERIMETER OF THE VOLUME CONTROL FACILITY SHALL MAINTAIN THE MINIMUM HORIZONTAL SEPARATION DISTANCE McDonald's OF: 10-FEET FROM FOUNDATIONS, UNLESS WATERPROOFED; 20-FEET FROM ROADWAY GRAVEL SHOULDER; AND 100-FEET FROM POTABLE WATER WELLS, SEPTIC TANKS/FIELDS, OR OTHER UNDERGROUND TANKS. 2. SANITARY OR COMBINED SEWERS SHALL NOT BE LOCATED WITHIN THE VOLUME CONTROL FACILITY. SANITARY OR COMBINED SEWERS SHALL NOT BE LOCATED BELOW THE FOOTPRINT OF THE VOLUME CONTROL FACILITY. WHEN LOCAL CONDITIONS PREVENT THE SEWER FROM BEING LOCATED OUTSIDE THE FOOTPRINT OF THE FACILITY THE SEWER SHALL BE 5360 Touhy Ave CONSTRUCTED TO WATER MAIN QUALITY STANDARDS, OR IT SHALL BE ENCASED WITH A WATER MAIN QUALITY CARRIER 110 N. Carpenter St. PIPE WITH THE ENDS SEALED. 3. AVOID INSTALLATION ON SLOPES GREATER THAN 3.00%. AVOID COMPACTING NATIVE SOILS. SCARIFY ANY COMPACTED SOIL. CENTER 4. GEOTEXTILE FABRIC SHALL MEET REQUIREMENTS OF IUM MATERIAL SPECIFICATION 592. FOR WOVEN: APPARENT OPENING SIZE OF 0.50 MM (TABLE 1, CLASS I). FOR NON WOVEN: APPARENT OPENING SIZE OF 0.30 MM (TABLE 2, CLASS II). 5. STONE STORAGE OPTIONS ARE IDOT CA-1, CA-3, CA-7, DISTRICT VULCAN MIX, OR APPROVED ALTERNATE. NO RECYCLED MATERIALS. Chicago, IL 60607 6. MINIMUM DISTANCE OF 2 FEET (3.5 FEET IN COMBINED SEWER AREAS) BETWEEN BOTTOM OF BMP AND SEASONALLY Skokie, Illinois HIGH GROUNDWATER LEVEL. 7. UNDERDRAINS ARE REQUIRED IN TYPICAL CLAYEY SOILS WHERE INFILTRATION RATES ARE LESS THAN 0.5 INCH/HOUR. UTILITY CROSSINGS: MAXIMUM OF 1 UNDERDRAIN PER 30 FEET. PROVIDE A SOIL REPORT DOCUMENTING NATIVE INFILTRATION RATE TO FOREGO UNDERDRAINS. 8. MINIMUM UNDERDRAIN BEDDING OF TWO INCHES, MAXIMUM OF 12 INCHES. 9. ONE OBSERVATION WELL REQUIRED PER 6,000 SQUARE FEET OF SURFACE AREA. 10. FOLLOW THE REQUIRED PRETREATMENT MEASURES LISTED ON THE VOLUME CONTROL PRETREATMENT MEASURES DETAIL. 11. MAINTENANCE REQUIREMENTS INCLUDE ANNUAL VACUUMING AND LOW-PRESSURE POWER WASHING OF PAVEMENT SURFACE. ADJACENT VEGETATED AREAS SHALL BE WELL-MAINTAINED. BARE SPOTS AND ERODED AREAS SHALL BE REPLANTED AND STABILIZED IMMEDIATELY. DO NOT SEALCOAT OR APPLY DE-ICING SAND/GRAVEL/SALT. APPROPRIATE SIGNAGE REQUIRED FOR FACILITY, REFER TO THE TYPICAL SIGNAGE FOR PERMEABLE PAVEMENT DETAIL. NILES McDonald's · · Prepared By: | (630) 375-1800 | Aurora, IL 60502 | 2631 Ginger Woods Pkwy watermark-engineering.com TOUHY AVENUE DESIGN BY: S. PUMPHREY N CHECKED BY: J. MILLER DRAWN BY: S. PUMPHREY NW DATE: MARCH 31, 2025 NE PROJECT NO.: 23055 SCALE: 1" = 20' SW SE S UTILITY PLAN 20 0 10 20 40 80 C-5 UTILITY PLAN LC #12-0646  TEMPORARY CONSTRUCTION ENTRANCE 4 3 2 1 DRIVE DRIVE DRIVE DRIVE THRU THRU THRU THRU DRIVE TOUHY THRU DRIVE THRU THANK YOU AVENUE PICKUP NO PARKING MOBILE PICKUP MOBILE NO PARKING PICKUP MOBILE SILT FENCE (TYP.) NO PARKING NO PARKING DRIVE THRU INLET PROTECTION -BASKET ONLY (5-LOC) DRIVE THRU DRIVE THRU NILES CENTER ROAD 20 0 10 20 NW SW PHASE I SOIL EROSION S N SE NE 40 80 CONTROL PLAN NO. REVISIONS DATE CHECKED BY: J. MILLER McDonald's DESIGN BY: S. PUMPHREY 110 N. Carpenter St. DRAWN BY: S. PUMPHREY Chicago, IL 60607 C-6 DATE: MARCH 31, 2025 McDONALD'S - SKOKIE, IL SCALE: 1" = 20' 5360 Touhy Ave Prepared By: Prepared For: McDonald's LC #12-0646 PROJECT NO.: 23055 watermark-engineering.com | 2631 Ginger Woods Pkwy | Aurora, IL 60502 | (630) 375-1800 Skokie, Illinois PHASE I SOIL EROSION CONTROL PLAN  DATE SILT FENCE (TYP.) REVISIONS PORTABLE TOILET CONSTRUCTION TRAILER NO. Prepared For: SOLID WASTE CONTAINER ROAD McDONALD'S - SKOKIE, IL McDonald's 110 N. Carpenter St. 5360 Touhy Ave CENTER Chicago, IL 60607 INLET PROTECTION Skokie, Illinois -BASKET ONLY (10-LOC) NILES McDonald's TEMPORARY CONSTRUCTION ENTRANCE PROTECT BASE STONE AROUND STORMTRAP Prepared By: VAULT AT ALL TIMES | (630) 375-1800 DURING CONSTRUCTION | Aurora, IL 60502 | 2631 Ginger Woods Pkwy PERMEABLE PAVER PROTECTION NOTE: PHASE II SOIL EROSION CONTROL PLAN PERMEABLE PAVER AREA TO BE PROTECTED AT ALL TIMES SO watermark-engineering.com CONCRETE WASHOUT SEDIMENT WILL NOT CONTAMINATE POROSITY OF PAVERS AND WITH SIGN STONE BASIN. PROVIDE FABRIC (NON-WOVEN) OVER SURFACE WITH TOUHY WEIGHTED SEDIMENT LOGS (EROSION EEL OR EQUAL) AROUND AVENUE PERIMETER (TYP.) DESIGN BY: S. PUMPHREY N CHECKED BY: J. MILLER DRAWN BY: S. PUMPHREY NW DATE: MARCH 31, 2025 NE PROJECT NO.: 23055 SCALE: 1" = 20' SW SE S 20 0 10 20 40 80 PHASE II SOIL EROSION C-7 CONTROL PLAN LC #12-0646 SOIL EROSION CONTROL DETAILS AND SPECS NO. REVISIONS DATE CHECKED BY: J. MILLER McDonald's DESIGN BY: S. PUMPHREY 110 N. Carpenter St. DRAWN BY: S. PUMPHREY Chicago, IL 60607 C-8 DATE: MARCH 31, 2025 McDONALD'S - SKOKIE, IL SCALE: NONE 5360 Touhy Ave Prepared By: Prepared For: McDonald's LC #12-0646 PROJECT NO.: 23055 watermark-engineering.com | 2631 Ginger Woods Pkwy | Aurora, IL 60502 | (630) 375-1800 Skokie, Illinois SOIL EROSION CONTROL DETAILS AND SPECS  REDUCES STORMWATER RUNOFF DO NOT SEAL COAT CLEANS AND FILTERS STORMWATER MAINTENANCE WITH CARE: BENEFITS OF THE TECHNOLOGY INCLUDE: ENVIRONMENTALLY FRIENDLY PARKING LOT IMPROVE WATER QUALITY NO STORAGE OR DISPERSING OF GRANULAR MATERIALS PERMEABLE PAVEMENT AREA PROJECT DETAILS NO. REVISIONS DATE CHECKED BY: J. MILLER McDonald's DESIGN BY: S. PUMPHREY 110 N. Carpenter St. DRAWN BY: S. PUMPHREY Chicago, IL 60607 C-9 DATE: MARCH 31, 2025 McDONALD'S - SKOKIE, IL SCALE: NONE 5360 Touhy Ave Prepared By: Prepared For: McDonald's LC #12-0646 PROJECT NO.: 23055 watermark-engineering.com | 2631 Ginger Woods Pkwy | Aurora, IL 60502 | (630) 375-1800 Skokie, Illinois PROJECT DETAILS  DATE REVISIONS NO. Prepared For: McDONALD'S - SKOKIE, IL McDonald's A. REFERENCED SPECIFICATIONS PIPE MATERIAL PIPE SPECIFICATIONS JOINT SPECIFICATIONS 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE APPLICABLE SECTIONS OF THE FOLLOWING, VITRIFIED CLAY PIPE ASTM C-700 ASTM C-425 E. EROSION AND SEDIMENT CONTROL 5360 Touhy Ave EXCEPT AS MODIFIED HEREIN OR ON THE PLANS: 1. THE CONTRACTOR SHALL INSTALL THE EROSION AND SEDIMENT CONTROL DEVICES AS SHOWN ON THE 110 N. Carpenter St. * STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (LATEST EDITION), BY THE REINFORCED CONCRETE SEWER PIPE ASTM C-76 ASTM C-443 APPROVED EROSION AND SEDIMENT CONTROL PLAN. ILLINOIS DEPARTMENT OF TRANSPORTATION (IDOT SS) FOR ALL IMPROVEMENTS EXCEPT SANITARY SEWER AND WATER MAIN CONSTRUCTION; * STANDARD SPECIFICATIONS FOR WATER AND SEWER MAIN CONSTRUCTION IN ILLINOIS, LATEST CAST IRON SOIL PIPE ASTM A-74 ASTM C-564 2. EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE FUNCTIONAL PRIOR TO HYDROLOGIC EDITION (SSWS) FOR SANITARY SEWER AND WATER MAIN CONSTRUCTION; DISTURBANCE OF THE SITE. DUCTILE IRON PIPE ANSI A21.51 ANSI A21.11 Chicago, IL 60607 * VILLAGE OF SKOKIE CODE; * THE METROPOLITAN WATER RECLAMATION DISTRICT OF GREATER CHICAGO (MWRD) WATERSHED 3. ALL DESIGN CRITERIA, SPECIFICATIONS, AND INSTALLATION OF EROSION AND SEDIMENT CONTROL Skokie, Illinois MANAGEMENT ORDINANCE AND TECHNICAL GUIDANCE MANUAL; POLYVINYL CHLORIDE (PVC) PIPE PRACTICES SHALL BE IN ACCORDANCE WITH THE ILLINOIS URBAN MANUAL. * IN CASE OF CONFLICT BETWEEN THE APPLICABLE ORDINANCES NOTED, THE MORE STRINGENT SHALL TAKE 6-INCH TO 15-INCH DIAMETER SDR 26 ASTM D-3034 ASTM D-3212 PRECEDENCE AND SHALL CONTROL ALL CONSTRUCTION. 18-INCH TO 27-INCH DIAMETER F/DY=46 ASTM F-679 ASTM D-3212 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. HIGH DENSITY POLYETHYLENE (HDPE) ASTM D-3350 ASTM D-3261,F-2620 (HEAT FUSION) B. NOTIFICATIONS ASTM D-3035 ASTM D-3212,F-477 (GASKETED) 5. INSPECTIONS AND DOCUMENTATION SHALL BE PERFORMED, AT A MINIMUM: 1. THE MWRD LOCAL SEWER SYSTEMS SECTION FIELD OFFICE MUST BE NOTIFIED AT LEAST TWO (2) WORKING WATER MAIN QUALITY PVC a) UPON COMPLETION OF INITIAL EROSION AND SEDIMENT CONTROL MEASURES, PRIOR TO ANY DAYS PRIOR TO THE COMMENCEMENT OF ANY WORK (CALL 708-588-4055 OR SEND EMAIL NOTIFICATION WITH 4-INCH TO 36-INCH ASTM D-2241 ASTM D-3139 SOIL DISTURBANCE. PROJECT NAME, LOCATION AND PERMIT NUMBER TO WMOJOBSTART@MWRD.ORG). 4-INCH TO 12-INCH AWWA C900 ASTM D-3139 b) ONCE EVERY SEVEN (7) CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A STORM EVENT 14-INCH TO 48-INCH AWWA C905 ASTM D-3139 WITH GREATER THAN 0.5 INCH OF RAINFALL OR LIQUID EQUIVALENT PRECIPITATION. McDonald's 2. THE VILLAGE OF SKOKIE ENGINEERING DEPARTMENT AND PUBLIC MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO THE START OF CONSTRUCTION AND PRIOR TO EACH PHASE OF WORK. CONTRACTOR SHALL 6. SOIL DISTURBANCE SHALL BE CONDUCTED IN SUCH A MANNER AS TO MINIMIZE EROSION. DETERMINE ITEMS REQUIRING INSPECTION PRIOR TO START OF CONSTRUCTION OR EACH WORK PHASE. THE FOLLOWING MATERIALS ARE ALLOWED ON A QUALIFIED BASIS SUBJECT TO DISTRICT REVIEW AND IF STRIPPING, CLEARING, GRADING, OR LANDSCAPING ARE TO BE DONE IN PHASES, THE CO-PERMITTEE APPROVAL PRIOR TO PERMIT ISSUANCE. A SPECIAL CONDITION WILL BE ADDED TO THE PERMIT WHEN SHALL PLAN FOR APPROPRIATE SOIL EROSION AND SEDIMENT CONTROL MEASURES. 3. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION FOR THE THE PIPE MATERIAL BELOW IS USED FOR SEWER CONSTRUCTION OR A CONNECTION IS MADE. EXACT LOCATIONS OF UTILITIES AND FOR THEIR PROTECTION DURING CONSTRUCTION. IF EXISTING 7. A STABILIZED MAT OF CRUSHED STONE MEETING THE STANDARDS OF THE ILLINOIS URBAN MANUAL UTILITIES ARE ENCOUNTERED THAT CONFLICT IN LOCATION WITH NEW CONSTRUCTION, IMMEDIATELY SHALL BE INSTALLED AT ANY POINT WHERE TRAFFIC WILL BE ENTERING OR LEAVING A CONSTRUCTION NOTIFY THE ENGINEER SO THAT THE CONFLICT CAN BE RESOLVED. CALL J.U.L.I.E. AT 1-800-892-0123. PIPE MATERIAL PIPE SPECIFICATIONS JOINT SPECIFICATIONS SITE. SEDIMENT OR SOIL REACHING AN IMPROVED PUBLIC RIGHT-OF-WAY, STREET, ALLEY OR PARKING POLYPROPYLENE (PP) PIPE AREA SHALL BE REMOVED BY SCRAPING OR STREET CLEANING AS ACCUMULATIONS WARRANT AND C. GENERAL NOTES TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL AREA. Prepared By: 12-INCH TO 24-INCH DOUBLE WALL ASTM F-2736 D-3212, F-477 1. ALL ELEVATIONS SHOWN ON PLANS REFERENCE THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). 8. CONCRETE WASHOUT FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE ILLINOIS URBAN MANUAL AND SHALL BE INSTALLED PRIOR TO ANY ON SITE CONSTRUCTION ACTIVITIES | (630) 375-1800 30-INCH TO 60-INCH TRIPLE WALL ASTM F-2764 D3212, F-477 2. MWRD, THE MUNICIPALITY AND THE OWNER OR OWNER’S REPRESENTATIVE SHALL HAVE THE AUTHORITY TO INVOLVING CONCRETE. INSPECT, APPROVE, AND REJECT THE CONSTRUCTION IMPROVEMENTS. 8. ALL SANITARY SEWER CONSTRUCTION (AND STORM SEWER CONSTRUCTION IN COMBINED SEWER AREAS), REQUIRES STONE BEDDING WITH STONE ¼ ” TO 1” IN SIZE, WITH MINIMUM BEDDING THICKNESS EQUAL 9. MORTAR WASHOUT FACILITIES SHALL BE CONSTRUCTED IN ADDITION TO CONCRETE WASHOUT 3. THE CONTRACTOR(S) SHALL INDEMNIFY THE OWNER, ENGINEER, MUNICIPALITY, MWRD, AND THEIR AGENTS, TO ¼ THE OUTSIDE DIAMETER OF THE SEWER PIPE, BUT NOT LESS THAN FOUR (4) INCHES NOR MORE FACILITIES FOR ANY BRICK AND MORTAR BUILDING ENVELOPE CONSTRUCTION ACTIVITIES. ETC., FROM ALL LIABILITY INVOLVED WITH THE CONSTRUCTION, INSTALLATION, OR TESTING OF THIS WORK THAN EIGHT (8) INCHES. MATERIAL SHALL BE CA-7, CA-11 OR CA-13 AND SHALL BE EXTENDED AT LEAST 12” ON THE PROJECT. ABOVE THE TOP OF THE PIPE WHEN USING PVC. 10. TEMPORARY DIVERSIONS SHALL BE CONSTRUCTED AS NECESSARY TO DIRECT ALL RUNOFF FROM HYDROLOGICALLY DISTURBED AREAS TO AN APPROPRIATE SEDIMENT TRAP OR BASIN. VOLUME 4. THE PROPOSED IMPROVEMENTS MUST BE CONSTRUCTED IN ACCORDANCE WITH THE ENGINEERING PLANS CONTROL FACILITIES SHALL NOT BE USED AS TEMPORARY SEDIMENT BASINS. | Aurora, IL 60502 9. NON-SHEAR FLEXIBLE-TYPE COUPLINGS SHALL BE USED IN THE CONNECTION OF SEWER PIPES AS APPROVED BY MWRD AND THE MUNICIPALITY UNLESS CHANGES ARE APPROVED BY MWRD, THE OF DISSIMILAR PIPE MATERIALS. MUNICIPALITY, OR AUTHORIZED AGENT. THE CONSTRUCTION DETAILS, AS PRESENTED ON THE PLANS, MUST 11. DISTURBED AREAS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR BE FOLLOWED. PROPER CONSTRUCTION TECHNIQUES MUST BE FOLLOWED ON THE IMPROVEMENTS 10. ALL MANHOLES SHALL BE PROVIDED WITH BOLTED, WATERTIGHT COVERS. SANITARY LIDS SHALL BE PERMANENTLY CEASED SHALL BE STABILIZED WITH TEMPORARY OR PERMANENT MEASURES WITHIN INDICATED ON THE PLANS. CONSTRUCTED WITH A CONCEALED PICKHOLE AND WATERTIGHT GASKET WITH THE WORD “SANITARY” SEVEN (7) DAYS. CAST INTO THE LID. 5. THE LOCATION OF VARIOUS UNDERGROUND UTILITIES WHICH ARE SHOWN ON THE PLANS ARE FOR 12. ALL FLOOD PROTECTION AREAS AND VOLUME CONTROL FACILITIES SHALL, AT A MINIMUM, BE INFORMATION ONLY AND REPRESENT THE BEST KNOWLEDGE OF THE ENGINEER. VERIFY LOCATIONS AND 11. WHEN CONNECTING TO AN EXISTING SEWER MAIN BY MEANS OTHER THAN AN EXISTING WYE, TEE, OR PROTECTED WITH A DOUBLE-ROW OF SILT FENCE (OR EQUIVALENT). ELEVATIONS PRIOR TO BEGINNING THE CONSTRUCTION OPERATIONS. AN EXISTING MANHOLE, ONE OF THE FOLLOWING METHODS SHALL BE USED: 13. VOLUME CONTROL FACILITIES SHALL NOT BE CONSTRUCTED UNTIL ALL OF THE CONTRIBUTING | 2631 Ginger Woods Pkwy a) A CIRCULAR SAW-CUT OF SEWER MAIN BY PROPER TOOLS (“SHEWER-TAP” MACHINE OR SIMILAR) 6. ANY EXISTING PAVEMENT, SIDEWALK, DRIVEWAY, ETC., DAMAGED DURING CONSTRUCTION OPERATIONS AND PROPER INSTALLATION OF HUBWYE SADDLE OR HUB-TEE SADDLE. DRAINAGE AREA HAS BEEN STABILIZED. AND NOT CALLED FOR TO BE REMOVED SHALL BE REPLACED AT THE EXPENSE OF THE CONTRACTOR. b) REMOVE AN ENTIRE SECTION OF PIPE (BREAKING ONLY THE TOP OF ONE BELL) AND REPLACE WITH 14. SOIL STOCKPILES SHALL, AT A MINIMUM, BE PROTECTED WITH PERIMETER SEDIMENT CONTROLS. A WYE OR TEE BRANCH SECTION. SOIL STOCKPILES SHALL NOT BE PLACED IN FLOOD PROTECTION AREAS OR THEIR BUFFERS. 7. MATERIAL AND COMPACTION TESTING SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS c) WITH PIPE CUTTER, NEATLY AND ACCURATELY CUT OUT DESIRED LENGTH OF PIPE FOR INSERTION OF THE MUNICIPALITY, MWRD, AND OWNER. OF PROPER FITTING, USING “BAND SEAL” OR SIMILAR COUPLINGS TO HOLD IT FIRMLY IN PLACE. 15. EARTHEN EMBANKMENT SIDE SLOPES SHALL BE STABILIZED WITH APPROPRIATE EROSION CONTROL 8. THE UNDERGROUND CONTRACTOR SHALL MAKE ALL NECESSARY ARRANGEMENTS TO NOTIFY ALL BLANKET. 12. WHENEVER A SANITARY/COMBINED SEWER CROSSES UNDER A WATERMAIN, THE MINIMUM VERTICAL INSPECTION AGENCIES. DISTANCE FROM THE TOP OF THE SEWER TO THE BOTTOM OF THE WATERMAIN SHALL BE 18 INCHES. 16. STORM SEWERS THAT ARE OR WILL BE FUNCTIONING DURING CONSTRUCTION SHALL BE PROTECTED FURTHERMORE, A MINIMUM HORIZONTAL DISTANCE OF 10 FEET BETWEEN SANITARY/COMBINED BY APPROPRIATE SEDIMENT CONTROL MEASURES. 9. ALL NEW AND EXISTING UTILITY STRUCTURES ON SITE AND IN AREAS DISTURBED DURING CONSTRUCTION SEWERS AND WATERMAINS SHALL BE MAINTAINED UNLESS: THE SEWER IS LAID IN A SEPARATE SHALL BE ADJUSTED TO FINISH GRADE PRIOR TO FINAL INSPECTION. TRENCH, KEEPING A MINIMUM 18” VERTICAL SEPARATION; OR THE SEWER IS LAID IN THE SAME 17. THE CONTRACTOR SHALL EITHER REMOVE OR REPLACE ANY EXISTING DRAIN TILES AND INCORPORATE TRENCH WITH THE WATERMAIN LOCATED AT THE OPPOSITE SIDE ON A BENCH OF UNDISTURBED THEM INTO THE DRAINAGE PLAN FOR THE DEVELOPMENT. DRAIN TILES CANNOT BE TRIBUTARY TO A 10. RECORD DRAWINGS SHALL BE KEPT BY THE CONTRACTOR AND SUBMITTED TO THE ENGINEER AS SOON AS watermark-engineering.com EARTH, KEEPING A MINIMUM 18” VERTICAL SEPARATION. IF EITHER THE VERTICAL OR HORIZONTAL SANITARY OR COMBINED SEWER. DRAIN TILES ALLOWED IN COMBINED SEWER AREA FOR UNDERGROUND IMPROVEMENTS ARE COMPLETED. FINAL PAYMENTS TO THE CONTRACTOR SHALL BE HELD DISTANCES DESCRIBED CANNOT BE MAINTAINED, OR THE SEWER CROSSES ABOVE THE WATER MAIN, GREEN INFRASTRUCTURE PRACTICES. M.W.R.D. DETAILS/ SPECIFICATIONS UNTIL THEY ARE RECEIVED. ANY CHANGES IN LENGTH, LOCATION OR ALIGNMENT SHALL BE SHOWN IN RED. THE SEWER SHALL BE CONSTRUCTED TO WATER MAIN STANDARDS OR IT SHALL BE ENCASED WITH A ALL WYES OR BENDS SHALL BE LOCATED FROM THE DOWNSTREAM MANHOLE. ALL VALVES, B-BOXES, TEES WATER MAIN QUALITY CARRIER PIPE WITH THE ENDS SEALED. OR BENDS SHALL BE TIED TO A FIRE HYDRANT. 18. IF DEWATERING SERVICES ARE USED, ADJOINING PROPERTIES AND DISCHARGE LOCATIONS SHALL 13. ALL EXISTING SEPTIC SYSTEMS SHALL BE ABANDONED. ABANDONED TANKS SHALL BE FILLED WITH BE PROTECTED FROM EROSION AND SEDIMENTATION. DEWATERING SYSTEMS SHOULD BE INSPECTED GRANULAR MATERIAL OR REMOVED. DAILY DURING OPERATIONAL PERIODS. THE SITE INSPECTOR MUST BE PRESENT AT THE D. SANITARY SEWER COMMENCEMENT OF DEWATERING ACTIVITIES. 1. THE CONTRACTOR SHALL TAKE MEASURES TO PREVENT ANY POLLUTED WATER, SUCH AS GROUND AND 14. ALL SANITARY MANHOLES, (AND STORM MANHOLES IN COMBINED SEWER AREAS), SHALL HAVE A SURFACE WATER, FROM ENTERING THE EXISTING SANITARY SEWERS. MINIMUM INSIDE DIAMETER OF 48 INCHES, AND SHALL BE CAST IN PLACE OR PRE-CAST REINFORCED 19. THE CONTRCTOR SHALL BE RESPONSIBLE FOR TRENCH DEWATERING AND EXCAVATION FOR THE INSTALLATION OF SANITARY SEWERS, STORM SEWERS, WATERMAINS AS WELL AS THEIR SERVICES CONCRETE. 2. A WATER-TIGHT PLUG SHALL BE INSTALLED IN THE DOWNSTREAM SEWER PIPE AT THE POINT OF SEWER AND OTHER APPURTENANCES. ANY TRENCH DEWATERING, WHICH CONTAINS SEDIMENT SHALL PASS CONNECTION PRIOR TO COMMENCING ANY SEWER CONSTRUCTION. THE PLUG SHALL REMAIN IN PLACE THROUGH A SEDIMENT SETTLING POND OR EQUALLY EFFECTIVE SEDIMENT CONTROL DEVICE. 15. ALL SANITARY MANHOLES, (AND STORM MANHOLES IN COMBINED SEWER AREAS), SHALL HAVE ALTERNATIVES MAY INCLUDE DEWATERING INTO A SUMP PIT, FILTER BAG OR EXISTING VEGETATED UNTIL REMOVAL IS AUTHORIZED BY THE MUNICIPALITY AND/OR MWRD AFTER THE SEWERS HAVE BEEN PRECAST “RUBBER BOOTS” THAT CONFORM TO ASTM C-923 FOR ALL PIPE CONNECTIONS. PRECAST DESIGN BY: S. PUMPHREY DRAWN BY: S. PUMPHREY TESTED AND ACCEPTED. UPSLOPE AREA. SEDIMENT LADEN WATERS SHALL NOT BE DISCHARGE TO WATERWAYS, FLOOD SECTIONS SHALL CONSIST OF MODIFIED GROOVE TONGUE AND RUBBER GASKET TYPE JOINTS. PROTECTION AREAS OR THE COMBINED SEWER SYSTEM. CHECKED BY: J. MILLER DATE: MARCH 31, 2025 3. DISCHARGING ANY UNPOLLUTED WATER INTO THE SANITARY SEWER SYSTEM FOR THE PURPOSE OF PROJECT NO.: 23055 16. ALL ABANDONED SANITARY SEWERS SHALL BE PLUGGED AT BOTH ENDS WITH AT LEAST 2 FEET LONG 20. ALL PERMANENT EROSION CONTROL PRACTICES SHALL BE INITIATED WITHIN SEVEN (7) DAYS SEWER FLUSHING OF LINES FOR THE DEFLECTION TEST SHALL BE PROHIBITED WITHOUT PRIOR APPROVAL NON-SHRINK CONCRETE OR MORTAR PLUG. FOLLOWING THE COMPLETION OF SOIL DISTURBING ACTIVITIES. FROM THE MUNICIPALITY OR MWRD. 17. EXCEPT FOR FOUNDATION/FOOTING DRAINS PROVIDED TO PROTECT BUILDINGS, OR PERFORATED PIPES 21. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED AND REPAIRED AS NEEDED SCALE: NONE 4. ALL SANITARY SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR WATER AND SEWER MAIN CONSTRUCTION IN ILLINOIS (LATEST EDITION). ASSOCIATED WITH VOLUME CONTROL FACILITIES, DRAIN TILES/FIELD TILES/UNDERDRAINS/PERFORATED ON A YEAR-ROUND BASIS DURING CONSTRUCTION AND ANY PERIODS OF CONSTRUCTION SHUTDOWN PIPES ARE NOT ALLOWED TO BE CONNECTED TO OR TRIBUTARY TO COMBINED SEWERS, SANITARY UNTIL PERMANENT STABILIZATION IS ACHIEVED. 5. ALL FLOOR DRAINS SHALL DISCHARGE TO THE SANITARY SEWER SYSTEM. SEWERS, OR STORM SEWERS TRIBUTARY TO COMBINED SEWERS IN COMBINED SEWER AREAS. CONSTRUCTION OF NEW FACILITIES OF THIS TYPE IS PROHIBITED; AND ALL EXISTING DRAIN TILES AND 22. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN PERFORATED PIPES ENCOUNTERED WITHIN THE PROJECT AREA SHALL BE PLUGGED OR REMOVED, AND THIRTY (30) DAYS AFTER PERMANENT SITE STABILIZATION. 6. ALL DOWNSPOUTS AND FOOTING DRAINS SHALL DISCHARGE TO THE STORM SEWER SYSTEM. SHALL NOT BE CONNECTED TO COMBINED SEWERS, SANITARY SEWERS, OR STORM SEWERS TRIBUTARY TO COMBINED SEWERS. 23. THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE PLANS ARE THE MINIMUM 7. ALL SANITARY SEWER PIPE MATERIALS AND JOINTS (AND STORM SEWER PIPE MATERIALS AND JOINTS REQUIREMENTS. ADDITIONAL MEASURES MAY BE REQUIRED, AS DIRECTED BY THE ENGINEER, IN A COMBINED SEWER AREA) SHALL CONFORM TO THE FOLLOWING: 18. A BACKFLOW PREVENTER IS REQUIRED FOR ALL DETENTION BASINS TRIBUTARY TO COMBINED SEWERS. REQUIRED BACKFLOW PREVENTERS SHALL BE INSPECTED AND EXERCISED ANNUALLY BY THE PROPERTY OWNER TO ENSURE PROPER OPERATION, AND ANY NECESSARY MAINTENANCES SHALL BE PERFORMED TO SITE INSPECTOR, OR MWRD. M.W.R.D. DETAILS/ C-10 ENSURE FUNCTIONALITY. IN THE EVENT OF A SEWER SURCHARGE INTO AN OPEN DETENTION BASIN TRIBUTARY TO COMBINED SEWERS, THE PERMITTEE SHALL ENSURE THAT CLEAN UP AND WASH OUT OF SEWAGE TAKES PLACE WITHIN 48 HOURS OF THE STORM EVENT. SPECIFICATIONS LC #12-0646  I.D.O.T. DETAILS - CURB AND GUTTER NO. DATE CHECKED BY: J. MILLER McDonald's DESIGN BY: S. PUMPHREY 110 N. Carpenter St. DRAWN BY: S. PUMPHREY Chicago, IL 60607 DATE: MARCH 31, 2025 McDONALD'S - SKOKIE, IL SCALE: C-11 Prepared By: 5360 Touhy Ave Prepared For: McDonald's LC #12-0646 PROJECT NO.: 23055 watermark-engineering.com | 2631 Ginger Woods Pkwy | Aurora, IL 60502 | (630) 375-1800 Skokie, Illinois M.W.R.D. DETAILS/SPECIFICATIONS  I.D.O.T. TRAFFIC CONTROL DETAILS 1 NO. DATE CHECKED BY: J. MILLER McDonald's DESIGN BY: S. PUMPHREY 110 N. Carpenter St. DRAWN BY: S. PUMPHREY Chicago, IL 60607 DATE: MARCH 31, 2025 McDONALD'S - SKOKIE, IL SCALE: 5360 Touhy Ave Prepared By: Prepared For: McDonald's LC #12-0646 C-12.1 PROJECT NO.: 23055 watermark-engineering.com | 2631 Ginger Woods Pkwy | Aurora, IL 60502 | (630) 375-1800 Skokie, Illinois I.D.O.T. TRAFFIC CONTROL DETAILS 1  I.D.O.T. TRAFFIC CONTROL DETAILS 2 NO. DATE CHECKED BY: J. MILLER McDonald's DESIGN BY: S. PUMPHREY 110 N. Carpenter St. DRAWN BY: S. PUMPHREY Chicago, IL 60607 DATE: MARCH 31, 2025 McDONALD'S - SKOKIE, IL SCALE: NONE 5360 Touhy Ave Prepared By: Prepared For: McDonald's LC #12-0646 C-12.2 PROJECT NO.: 23055 watermark-engineering.com | 2631 Ginger Woods Pkwy | Aurora, IL 60502 | (630) 375-1800 Skokie, Illinois I.D.O.T. TRAFFIC CONTROL DETAILS 2  PROJECT SPECIFICATIONS NO. DATE CHECKED BY: J. MILLER McDonald's DESIGN BY: S. PUMPHREY 110 N. Carpenter St. DRAWN BY: S. PUMPHREY Chicago, IL 60607 DATE: MARCH 31, 2025 McDONALD'S - SKOKIE, IL SCALE: NONE C-13 Prepared By: 5360 Touhy Ave Prepared For: McDonald's LC #12-0646 PROJECT NO.: 23055 watermark-engineering.com | 2631 Ginger Woods Pkwy | Aurora, IL 60502 | (630) 375-1800 Skokie, Illinois PROJECT SPECIFICATIONS  Traffic Impact Study Proposed McDonald’s Redevelopment Skokie, Illinois Prepared For: March 28, 2025 1. Introduction This report summarizes the methodologies, results, and findings of a traffic impact study conducted by Kenig, Lindgren, O’Hara, Aboona, Inc. (KLOA, Inc.) for the proposed redevelopment of the existing McDonald’s drive-through restaurant located at 5630 Touhy Avenue in Skokie, Illinois. The existing approximately 4,300 square-foot McDonald’s drive-through restaurant provides a single drive-through lane with two ordering boards and 52 parking spaces. Access to the existing restaurant is provided via one right-in/right-out access drive off Touhy Avenue and via two access drives (one three-quarter and one right-in/right-out) on Niles Center Road. As proposed, the existing building will be replaced with an approximately 4,270 square- foot building and the site will be modified to provide dual drive-through lanes up to the order boards and 43 parking spaces. Access to the site is proposed to be provided via the existing right- in/right-out access drive on Touhy Avenue and the northern access drive on Niles Center Road, which is proposed to be modified from a three-quarters access drive to a full access drive. The southern access drive on Niles Center Road will be eliminated. The purpose of this study was to examine background traffic conditions, assess the impact that the proposed remodel will have on traffic conditions on site and in the area, determine if any roadway or access improvements are necessary, and identify the existing parking supply and its adequacy in accommodating the future parking demand. Figure 1 shows the location of the site in relation to the area roadway system. Figure 2 shows an aerial view of the site. The sections of this report present the following: • Existing roadway conditions and site operations • A description of the proposed remodel • Vehicle trip generation for the remodel • Future traffic conditions including access to the remodel • Traffic analyses for the weekday morning, weekday midday, weekday evening, and Saturday midday peak hours • Recommendations with respect to adequacy of the site access and adjacent roadway system • On-site circulation and drive-through stacking evaluation • Evaluation of the proposed parking supply Traffic capacity analyses were conducted for the weekday morning, weekday midday, weekday evening, and Saturday midday peak hours for the following conditions: 1. Existing Conditions – Analyzes the capacity of the existing roadway system using peak hour traffic volumes from traffic counts conducted in 2025. 2. Year 2031 No-Build Conditions – Analyzes the capacity of the existing roadway system using the existing traffic volumes increased by an ambient area growth factor not attributable to any particular development. 3. Year 2031 Total Projected Conditions – Analyzes the capacity of the future roadway system using the projected traffic volumes that include the Year 2031 no-build traffic volumes and the traffic estimated to be generated by the proposed redevelopment. Proposed McDonald’s Redevelopment Skokie, Illinois 1  SITE Site Location Figure 1 Proposed McDonald’s Redevelopment Skokie, Illinois 2  SITE Touhy Avenue Aerial View of Site Figure 2 Proposed McDonald’s Redevelopment Skokie, Illinois 3 2. Existing Conditions Existing transportation conditions in the vicinity of the site were documented based on field visits conducted by KLOA, Inc. in order to obtain a database for projecting future conditions. The following provides a description of the geographical location of the site, physical characteristics of the area roadway system including lane usage and traffic control devices, and existing peak hour traffic volumes. Existing McDonald’s Drive-Through Restaurant The existing McDonald’s drive-through restaurant site is bounded by a retail center to the north, Niles Center Road to the east, The Tile Shop to the west, and Touhy Avenue to the south. Land uses in the vicinity of the site are primarily commercial. Site Operations Access to the site is provided via three access drives as follows: • A right-in/right-out access drive off Touhy Avenue located approximately 200 feet west of Niles Center Road. This access drive provides one inbound lane and one outbound lane restricted to right-turn only movements via striping, signage, and the raised median on Touhy Avenue. Outbound movements are under stop sign control. • A three-quarter (right-in/left-in/right-out) access drive off Niles Center Road located approximately 315 feet north of Touhy Avenue. This access drive provides one inbound lane and one outbound lane with outbound left-turns prohibited via signage. Outbound movements are under stop sign control. It should be noted that outbound left-turn movements regularly occur despite the restriction. • A right-in/right-out access drive off Niles Center Road located approximately 120 feet north of Touhy Avenue. This access drive provides one inbound lane and one outbound lane restricted to right-turn only movements via striping, signage, and channelization. Outbound movements are under stop sign control. Within the site, all traffic generally operates in a one-way counterclockwise direction. The drive- through extends around the north and west faces of the building where it runs parallel to an internal drive aisle. On the east side of the building, the drive aisle is wide enough to accommodate queueing vehicles without stopping traffic flow. The drive-through lane provides stacking for two vehicles between the payment window and the pick-up window, five vehicles between the ordering boards and the first payment window, and approximately six vehicles from the ordering boards for a total of approximately 13 vehicles. Approximately three additional vehicles can queue on the eats side of the building without blocking traffic within the site. Proposed McDonald’s Redevelopment Skokie, Illinois 4 Existing Roadway System Characteristics The characteristics of the existing roadways near the restaurant are described below and illustrated in Figure 3. Touhy Avenue is an east-west, other principal arterial roadway that provides two lanes in each direction. At its signalized intersection with Niles Center Road and Carpenter Road, Touhy Avenue provides dual left-turn lanes, two through lanes, and an exclusive right-turn lane on both approaches. At its unsignalized intersection with the McDonald’s access drive, Touhy Avenue is divided by a raised median and provides two westbound lanes. Touhy Avenue is under the jurisdiction of IDOT, has a posted speed limit of 35 miles per hour, and is designated as a Strategic Regional Arterial (SRA) route. Touhy Avenues carries an Annual Average Daily Traffic (AADT) volume of 30,000 vehicles (IDOT 2023) west of Niles Center Road and 29,800 vehicles (IDOT 2022) east of Niles Center Road. Niles Center Road/Carpenter Road is a north-south, roadway that provides two lanes in each direction. At its signalized intersection with Touhy Avenue, Nile Center Road (southbound approach) and Carpenter Road (northbound approach) both provide an exclusive left-turn lane, two through lanes, and an exclusive right-turn lane. At its unsignalized intersection with the McDonald’s access drives, Niles Center Road provides two lanes in each direction. The southbound right-turn lane from its intersection with Touhy Avenue extends along the site frontage and also serves the access drives. Niles Center Road is under the jurisdiction of the IDOT, is designated as a major collector road, has a posted speed limit of 35 miles per hour, and carries an AADT volume of 16,500 vehicles (IDOT 2023). Carpenter Road is under the jurisdiction of the IDOT, is designated as a minor arterial road, has a posted speed limit of 35 miles per hour, and carries an AADT volume of 17,100 vehicles (IDOT 2023). Existing Traffic Volumes In order to determine current traffic conditions within the study area, KLOA, Inc. conducted peak period traffic, pedestrian, and bicycle counts at the intersection of Touhy Avenue with Niles Center Road and Carpenter Road and at the McDonald’s access drives, on Touhy Avenue and Niles Center Road. The traffic counts were conducted on Thursday, February 25, 2025 during the morning (7:00 A.M. to 9:00 A.M.), midday (12:00 P.M. to 2:00 P.M.), and evening (4:00 P.M. to 6:00 P.M.) peak periods and on Saturday, February 22, 2025 during the midday (12:00 P.M. to 2:00 P.M.) peak period. The results of the traffic counts show that the peak hours of traffic at the McDonald’s access drives generally occur between 7:15 A.M. and 8:15 A.M. during the weekday morning peak period, between 1:00 P.M. and 2:00 P.M. during the weekday midday peak period, between 4:00 P.M. and 5:00 P.M. during the weekday evening peak period, and between 12:00 P.M. and 1:00 P.M. during the Saturday midday peak period. Copies of the traffic count summary sheets are included in the Appendix. Figure 4 illustrates the existing peak hour traffic volumes. Proposed McDonald’s Redevelopment Skokie, Illinois 5  LEGEND - TRAVEL LANE N - TRAFFIC SIGNAL C EN T NOT TO SCALE - STOP SIGN XX - SPEED LIMIT SIGN ER - BUS STOP RO AD NI LES - STANDARD CROSSWALK - NO LEFT TURN SIGN M - MEDIAN 00' - DISTANCE IN FEET 190' SITE 210' 125' 35 35 TOUHY M AVENUE 35 35 CAR PEN TER RO AD Proposed McDonald's Redevelopment Existing Roadway Characteristics Kenig,Lindgren,O'Hara,Aboona,Inc. Skokie, Illinois Job No: 25-038 Figure: 3 6  13 ( N 13) [14] <15> C EN T NOT TO SCALE ER RO AD 660 ( 630) [953] <732> 21 ( NI LES 59) [35] < 38> 636 ( 602) [925] 5( 14)[ 9] <1 2> <704> 852 ( 620) [642] <685> 4(15)[7] <6> 7 ( 845 ( 22) [5] <22> 37 ( 41)[42] <43> A NILES CENTER ROAD @ 598) [637] <663> RI/RO ACCESS DRIVE SITE 254 ( 169 ( 197) [224] <246> 206) [317] <209> 54 ( 69) [42] <41> A 242 ( 241) [421] <289> 281 ( 171)[165] <182> 63 ( 43)[ 45] <37> 1000 (1 128)[1121] <1 097> 1 339 ( 1526)[ 1543] <1 632> 1 49 ( 209)[ 199] <273> TOUHY M AVENUE 1 050 ( 1224)[ 1578] <1 535> 127 ( 193)[201 ] <232> 81 4( 867)[1 190] <1 125> 233 ( 444 ( 215 ( 244) [243] <326> 256) [276] <271> 182) [142] <220> 1 09 ( 164)[ 187] <1 78> CAR PEN TER LEGEND RO AD 00 - WEEKDAY AM PEAK HOUR (7:15-8:15 AM) (00) - WEEKDAY MIDDAY PEAK HOUR (1:00-2:00 PM) [00] - WEEKDAY PM PEAK HOUR (4:00-5:00 PM) <00> - SATURDAY MIDDAY PEAK HOUR (12:00-1:00 PM) Proposed McDonald's Redevelopment Existing Traffic Volumes Kenig,Lindgren,O'Hara,Aboona,Inc. Skokie, Illinois Job No: 25-038 Figure: 4 7 Crash Summary KLOA, Inc. obtained crash data1 for the most recent available past five years (2019 to 2023) for the intersection of Touhy Avenue with Niles Center Road and Carpenter Road. A review of the crash data revealed no fatalities were reported at the intersection during the review period. A summary of the crash data for this intersection is shown in Table 1. Table 1 TOUHY AVENUE WITH NILES CENTER ROAD/CARPENTER ROAD - CRASH SUMMARY Type of Crash Frequency Year Angle Head On Object Rear End Sideswipe Turning Other Total 2019 2 0 0 2 1 5 0 10 2020 1 0 1 6 0 8 0 16 2021 2 1 1 12 1 5 1 23 2022 3 0 0 8 2 9 2 24 2023 2 0 0 1 2 3 0 8 Total 10 1 2 29 6 30 3 81 Average 2.0 <1.0 <1.0 5.8 1.2 6.0 <1.0 16.2 1 IDOT DISCLAIMER: The motor vehicle crash data referenced herein was provided by the Illinois Department of Transportation. Any conclusions drawn from analysis of the aforementioned data are the sole responsibility of the data recipient(s). Proposed McDonald’s Redevelopment Skokie, Illinois 8 3. Traffic Characteristics of the Redevelopment In order to properly evaluate future traffic conditions in the surrounding area, it was necessary to determine the traffic characteristics of the proposed remodeled restaurant, including the directional distribution and volumes of traffic that it will generate. Proposed Restaurant Redevelopment As proposed, the existing restaurant will be replaced with a new 4,270 square-foot building. A copy of the preliminary site plan is included in the Appendix. Drive Aisle and Drive-Through Lanes The site will continue to operate in a one-way counterclockwise direction. The drive-through will continue to extend around the north and west faces of the building. On the east side of the building, two separate drive-through lanes will be provided leading to the dual order boards. The internal drive aisle will continue to run parallel the drive through lane. The proposed drive-through lane will provide stacking for one vehicle between the payment window and the pick-up window, eight vehicles between the ordering boards and the first payment window, and approximately 11 vehicles from the dual ordering boards for a total of approximately 20 vehicles. Drive Aisle and Drive-Through Lanes The parking lot will be modified to provide 43 parking spaces. Six of these parking spaces will be used for mobile order pay stations, three will be used for delivery vehicles (McDelivery), and three will be used as waiting spaces for drive-through customers waiting for their food. Site Access The existing right-in/right-out access drive on Touhy Avenue will be maintained. It is recommended that the existing stop sign be replaced with a standard stop sign. The existing north (three-quarter) access drive on Niles Center Road will be maintained. It is recommended that outbound left-turn movements be permitted from this access drive. An evaluation of permitting outbound left-turn movements is included later in the report. The existing south (right-in/right-out) access drive on Niles Center Road will be closed. The closure of this access drive will be beneficial to safety and area traffic flow given the proximity of the intersection to the signalized intersection of Niles Center Road with Touhy Avenue. Proposed McDonald’s Redevelopment Skokie, Illinois 9 Peak Hour Traffic Volumes The proposed McDonald’s will be approximately the same size as the existing building and operate in the same location, and, as such, will likely generate a similar volume of traffic. The number of peak hour trips currently generated by the existing McDonalds was compared to the vehicle trip generation rates contained in Trip Generation Manual, 11th Edition, published by the Institute of Transportation Engineers (ITE) to provide a comparison between this site and average trip generation rates for this type of development. The “Fast-Food Restaurant with Drive- Through” (Land-Use Code 934) rate was used for the restaurant. Copies of the trip generation worksheets are included in the Appendix. Table 2 summarizes the trip generation comparison. As can be seen in Table 2, the site currently generates approximately seven to 29 percent more traffic during the weekday peak hours than is average for this type of development. During the Saturday midday peak hour, the site generated approximately 10 percent less than average. As the site has the potential to generate some additional traffic as the result of improved operations, the amount of traffic currently generated by the site was increased by 10 percent during the weekday peak hours. During the Saturday peak hour, site traffic was increased to match ITE trip generation rates which equaled to an approximately 10 percent increase in traffic. Table 3 summarizes the additional trips estimated to be generated by the proposed redevelopment. It is important to note that surveys conducted by ITE have shown that approximately 50 percent of trips made to drive-through restaurants are diverted from the existing traffic on the roadway system during the weekday morning and weekday evening peak hours. However, to provide a conservative analysis, no reduction was taken. Proposed McDonald’s Redevelopment Skokie, Illinois 10 Table 2 TRIP GENERATION COMPARISON ITE Weekday Morning Weekday Midday Weekday Evening Saturday Midday Land Type/Size Peak Hour Peak Hour Peak Hour Peak Hour Use Code In Out Total In Out Total In Out Total In Out Total Existing Restaurant Trips 104 100 204 137 139 276 99 100 199 112 102 214 Fast-Food Restaurant 934 97 93 190 111 107 218 73 68 141 120 116 236 (4,270 s.f.) Difference +7 +7 +14 +26 +32 +58 +26 +32 +58 -8 -14 -22 Table 3 ESTIMATED ADDITIONAL SITE TRAFFIC Weekday Morning Weekday Midday Weekday Evening Saturday Midday Peak Hour Peak Hour Peak Hour Peak Hour In Out Total In Out Total In Out Total In Out Total Additional Site Traffic 10 10 20 14 14 28 10 10 20 8 14 22 Proposed McDonald’s Redevelopment Skokie, Illinois 11 4. Projected Traffic Conditions The total projected traffic volumes include the existing traffic volumes, increase in background traffic due to growth, and the increase in traffic that will be generated by the proposed redevelopment. Traffic Assignment The estimated additional weekday morning, weekday midday, weekday evening, and Saturday midday peak hour traffic volumes that will be generated by the proposed redevelopment were assigned to the roadway system based on the existing traffic patterns of the site. The traffic assignment for the new trips generated by the redevelopment is illustrated in Figure 5. Background Traffic Volumes The existing traffic volumes (Figure 5) were increased by a regional growth factor to account for the increase in existing traffic related to regional growth in the area (i.e., not attributable to any particular planned development). Based on AADT projections provided by the Chicago Metropolitan Agency for Planning (CMAP), the existing traffic volumes are projected to increase by a compound annual growth rate of approximately 0.3 percent per year. As such, traffic volumes were increased by two percent to represent no-build projected conditions. A copy of the CMAP projections letter is included in the Appendix. The Year 2031 no-build traffic volumes, which include the existing traffic volumes increased by the regional growth factor, are illustrated in Figure 6. Total Projected Traffic Volumes The Year 2031 no-build traffic volumes were combined with the additional traffic (Figure 5) to be generated by the redevelopment to determine the Year 2031 total projected traffic volumes, shown in Figure 7. Figure 7 also takes into consideration the reassignment of all existing inbound and outbound traffic at the south access drive on Niles Center Road. Proposed McDonald’s Redevelopment Skokie, Illinois 12  N 13 ( 13) [14] <15> C EN T NOT TO SCALE ER RO AD 673 ( 643) [971] <747> NI 21 ( LES 59) [35] < 38> 649 ( 615) [943] 5( 14)[ 9] <1 2> <719> 870 ( 632) [655] <699> 4(15)[7] <6> 7 ( 863 ( 22) [5] <22> 37 ( 41)[42] <43> A NILES CENTER ROAD @ 610) [650] <677> RI/RO ACCESS DRIVE SITE 172 ( 254 ( 201) [228] <251> 206) [317] <209> 54 ( 69) [42] <41> A 247 ( 246) [429] <295> 287 ( 174)[ 1 68] <1 86> 63 ( 43)[ 45] <37> 1020 ( 1151 )[ 11 43] <1 119> 1 367 ( 1558)[ 1574] <1 666> 1 52 ( 213)[ 203] <278> TOUHY M AVENUE 1 071 ( 1248)[ 161 0] <1 567> 130 (1 97)[205] <237> 830 ( 884)[1 21 4] <1 148> 238 ( 453 ( 219 ( 249) [248] <333> 261) [282] <276> 186) [145] <224> 1 11( 167)[ 191 ] <1 82> CAR PEN TER LEGEND RO AD 00 - WEEKDAY AM PEAK HOUR (7:15-8:15 AM) (00) - WEEKDAY MIDDAY PEAK HOUR (1:00-2:00 PM) [00] - WEEKDAY PM PEAK HOUR (4:00-5:00 PM) <00> - SATURDAY MIDDAY PEAK HOUR (12:00-1:00 PM) Proposed McDonald's Redevelopment Year 2031 No-Build Traffic Volumes Kenig,Lindgren,O'Hara,Aboona,Inc. Skokie, Illinois Job No: 25-038 Figure: 6 13  N C EN T NOT TO SCALE ER RO AD 37 ( NI LES 79) [53] < 56> 636 ( 602) [929] <704> 4(17)[8] <7> 8 ( 863 ( 25) [6] <23> 46 ( 59)[55] <62> 610) [650] <677> SITE 172 ( 262 ( 201) [228] <251> 60 ( 213) [326] <218> 77) [47] <47> 248 ( 247) [430] <297> 287 (1 74)[ 1 68] <1 86> 69 ( 47)[ 50] <41 > 1024 ( 1154)[11 46] <1 122> 1 367 ( 1558)[ 1574] <1 666> 1 52 ( 213)[ 203] <278> TOUHY M AVENUE 1 072 ( 1251 )[1 611 ] <1 568> 131 (200)[ 206] <238> 830 (884)[1 214] <1 148> 240 ( 453 ( 219 ( 250) [250] <334> 261) [282] <276> 186) [145] <224> 1 11( 167)[ 191 ] <1 82> CAR PEN TER LEGEND RO AD 00 - WEEKDAY AM PEAK HOUR (7:15-8:15 AM) (00) - WEEKDAY MIDDAY PEAK HOUR (1:00-2:00 PM) [00] - WEEKDAY PM PEAK HOUR (4:00-5:00 PM) <00> - SATURDAY MIDDAY PEAK HOUR (12:00-1:00 PM) Proposed McDonald's Redevelopment Year 2031 Total Traffic Volumes Kenig,Lindgren,O'Hara,Aboona,Inc. Skokie, Illinois Job No: 25-038 Figure: 7 14 5. Traffic Analysis and Recommendations The following provides an evaluation conducted for the weekday morning, weekday midday, weekday evening, and Saturday midday peak hours. The analysis includes conducting capacity analyses to determine how well the roadway system and access drives are projected to operate and whether any roadway improvements or modifications are required. Traffic Analyses Roadway and adjacent or nearby intersection analyses were performed for the weekday morning, weekday midday, weekday evening, and Saturday midday peak hours for the existing, Year 2031 no-build, and the Year 2031 projected traffic volumes. The traffic analyses were performed using the methodologies outlined in the Transportation Research Board’s Highway Capacity Manual (HCM), 7th Edition and analyzed using the Synchro/SimTraffic 12 software. The analysis for the traffic-signal controlled intersections were accomplished using provided cycle lengths and phasings to determine the average overall vehicle delay and levels of service. The analyses for the unsignalized intersections determine the average control delay to vehicles at an intersection. Control delay is the elapsed time from a vehicle joining the queue at a stop sign (includes the time required to decelerate to a stop) until its departure from the stop sign and resumption of free flow speed. The methodology analyzes each intersection approach controlled by a stop sign and considers traffic volumes on all approaches and lane characteristics. The ability of an intersection to accommodate traffic flow is expressed in terms of level of service, which is assigned a letter from A to F based on the average control delay experienced by vehicles passing through the intersection. The Highway Capacity Manual definitions for levels of service and the corresponding control delay for signalized intersections and unsignalized intersections are included in the Appendix of this report. Summaries of the traffic analysis results showing the level of service and overall intersection delay (measured in seconds) for the existing, no-build, and total projected conditions are presented in Tables 4 through 7. A discussion of each intersection follows. Summary sheets for the capacity analyses are included in the Appendix. Proposed McDonald’s Redevelopment Skokie, Illinois 15 Table 4 CAPACITY ANALYSIS RESULTS – TOUHY AVENUE WITH NILES CENTER ROAD AND CARPENTER ROAD– SIGNALIZED Eastbound Westbound Northbound Southbound Conditions Overall L T R L T R L T R L T R E C B E C B C E D D D D Existing 64.6 30.4 10.9 66.1 33.3 13.0 33.7 55.0 40.2 52.2 47.4 36.8 D Weekday Morning Peak Conditions 37.9 C - 32.5 C - 32.7 D - 45.9 D - 46.5 E C B E C B D D D D D D No-Build 63.0 26.0 11.3 62.9 29.2 11.3 45.2 52.4 38.8 41.3 51.9 38.6 D Hour Conditions 35.7 C - 29.9 C - 31.9 D - 46.2 D - 44.5 E C B E C B C E D D D D Projected 64.9 30.9 10.9 66.3 34.0 13.2 33.9 55.2 40.2 54.9 47.5 36.9 D Conditions 38.4 C - 32.9 C - 33.3 D - 46 D - 47.7 E C B E C B D D D D D D Existing 63.1 26.6 11.5 62.9 30.0 11.5 45.6 52.2 38.6 41.4 51.7 38.5 D Conditions 36.0 Weekday Midday C - 30.3 C - 32.5 D - 46.2 D - 44.4 E C B E C B C E D E D D No-Build 64.9 30.9 10.8 66.3 34.2 13.2 34.0 55.2 40.2 55.8 47.7 36.9 D Peak Hour Conditions 38.5 C – 33.0 C - 33.4 D - 46 D - 48.1 E C B E C B D D D D D D Projected 63.0 26.6 11.5 62.9 30.2 11.5 45.8 52.2 38.6 41.7 51.7 38.3 D Conditions 36.1 C - 30.4 C - 32.6 D - 46.3 D - 44.4 Delay is measured in seconds. L – Left-Turns R – Right-Turns Letter denotes Level of Service T – Through Proposed McDonald’s Redevelopment Skokie, Illinois 16 Table 4 - Continued CAPACITY ANALYSIS RESULTS – TOUHY AVENUE WITH NILES CENTER ROAD AND CARPENTER ROAD– SIGNALIZED Eastbound Westbound Northbound Southbound Conditions Overall L T R L T R L T R L T R E C B E C A E E D D E D Existing 75.9 33.6 14.3 76.2 32.8 8.0 71.9 74.1 52.1 54.9 57.2 41.3 D Conditions 44.2 Weekday Evening D - 36.7 D - 35.8 E - 68.6 D - 52.7 E C B E C B E D D D D D No-Build 63.8 32.8 13.0 64.8 33.0 12.8 63.8 49.5 36.5 38.2 51.0 38.1 D Peak Hour Conditions 39.6 D - 35.2 D - 36.1 D - 51.7 D - 43.1 E C B E C A E E D E E D Projected 76.3 34.4 14.5 76.4 33.5 8.1 73.1 74.3 52.1 55.7 57.3 41.3 D Conditions 44.8 D - 37.3 D - 36.4 E - 69.1 D – 53.0 E C B E C B E D D D D D Existing 63.8 33.4 13.2 64.9 33.7 12.9 68.0 49.7 36.6 38.6 50.8 37.9 D Conditions 40.2 Saturday Midday D - 35.7 D - 36.6 D - 53.5 D - 43.1 E C B E C A E E D E E D No-Build 76.3 34.5 14.5 76.4 33.7 8.1 73.7 74.3 52.2 56.0 57.2 41.2 D Peak Hour Conditions 44.9 D - 37.5 D - 36.6 E - 69.3 D - 53.1 E C B E C B E D D D D D Projected 63.9 33.4 13.2 64.9 33.8 12.9 69.1 49.8 36.7 39.2 50.8 37.9 D Conditions 40.3 D - 35.7 D - 36.6 D - 54 D - 43.3 Delay is measured in seconds. L – Left-Turns R – Right-Turns Letter denotes Level of Service T – Through Proposed McDonald’s Redevelopment Skokie, Illinois 17 Table 5 CAPACITY ANALYSIS RESULTS – UNSIGNALIZED INTERSECTIONS – EXISTING CONDITIONS Weekday Morning Weekday Midday Weekday Evening Saturday Midday Intersection Peak Hour Peak Hour Peak Hour Peak Hour LOS Delay LOS Delay LOS Delay LOS Delay Touhy Avenue with the Site Access Drive • Southbound Approach C 17.7 C 19.0 C 18.1 C 19.3 Niles Center Road with North Site Access Drive • Eastbound Approach B 14.2 B 14.4 C 16.2 B 13.9 • Northbound Left Turn B 12.4 B 12.0 B 14.3 B 12.7 Niles Center Road with South Site Access Drive • Southbound Approach B 12.1 B 11.4 B 13.2 B 12.0 LOS = Level of Service Delay is measured in seconds. Proposed McDonald’s Redevelopment Skokie, Illinois 18 Table 6 CAPACITY ANALYSIS RESULTS – UNSIGNALIZED INTERSECTIONS – NO BUILD CONDITIONS Weekday Morning Weekday Midday Weekday Evening Saturday Midday Intersection Peak Hour Peak Hour Peak Hour Peak Hour LOS Delay LOS Delay LOS Delay LOS Delay Touhy Avenue with the Site Access Drive • Southbound Approach C 18.1 C 19.5 C 18.5 C 19.7 Niles Center Road with North Site Access Drive • Eastbound Approach B 14.4 B 14.6 C 16.5 B 14.1 • Northbound Left Turn B 12.5 B 12.1 B 14.5 B 12.9 Niles Center Road with South Site Access Drive • Southbound Approach B 12.2 B 11.5 B 13.3 B 12.1 LOS = Level of Service Delay is measured in seconds. Table 7 CAPACITY ANALYSIS RESULTS – UNSIGNALIZED INTERSECTIONS – PROJECTED CONDITIONS Weekday Morning Weekday Midday Weekday Evening Saturday Midday Intersection Peak Hour Peak Hour Peak Hour Peak Hour LOS Delay LOS Delay LOS Delay LOS Delay Touhy Avenue with the Site Access Drive • Southbound Approach C 18.5 C 20.0 C 18.8 C 20.2 Niles Center Road with North Site Access Drive • Eastbound Approach B 14.2 B 14.6 C 16.6 B 14.2 • Northbound Left Turn B 12.6 B 12.2 B 14.6 B 12.9 LOS = Level of Service Delay is measured in seconds. Proposed McDonald’s Redevelopment Skokie, Illinois 19 Discussion and Recommendations The following summarizes how the intersections are projected to operate and identifies any roadway and traffic control improvements necessary to accommodate the future traffic volumes. Touhy Avenue with Niles Center Road and Carpenter Road The results of the capacity analysis indicate that this intersection currently operates at Level of Service (LOS) D during the weekday morning, weekday midday, weekday evening, and Saturday midday peak hours. Further, all movements operate at LOS E or better. Under Year 2031 no-build traffic conditions, this intersection is projected to continue to operate at the same levels of service during the peak hours. Under Year 2031 total projected traffic conditions, this intersection is projected to continue to operate at the same during all four peak hours with increases in delay of approximately one tenth of a second. Further, all movements are projected to operate at LOS E or better. Overall, the proposed redevelopment is projected to increase traffic traversing this intersection by less than one half of one percent. As such, this intersection has sufficient reserve capacity to accommodate the additional traffic projected to be generated by the redevelopment. Touhy Avenue with the Site Access Drive Currently, the restaurant is served by a right-in/right-out access drive on Touhy Avenue. The results of the capacity analysis indicate that outbound movements from this access drive currently operates at LOS C during the weekday morning, weekday midday, weekday evening, and Saturday midday peak hours. Under Year 2031 no-build conditions, outbound movements are projected to operate at the same level of service. As proposed, this access drive will remain and will not be modified. It is recommended that the stop sign be replaced with a standard stop sign. Under Year 2031 total projected conditions, outbound movements from the access drive are projected to continue to operate at LOS C during all four peak hours. As such, this access drive will be adequate in accommodating the additional traffic estimated to be generated by the proposed redevelopment. Proposed McDonald’s Redevelopment Skokie, Illinois 20 Niles Center Road with the Site Access Drives Currently, the restaurant is served by a right-in/right-out access drive and a three quarters access drive on Niles Center Road. The results of the capacity analysis indicate that the outbound approaches of the access drives currently operate at LOS C or better during the weekday morning, weekday midday, weekday evening, and Saturday midday peak hours. Further, the northbound left-turn movements into the site at the north access drive operate at LOS B during all four peak hours. It should be noted that southbound left-turn queues on Niles Center Road from its intersection with Touhy Avenue occasionally extended to the location of the north access drive. However, these queues were observed to clear the intersection within one green cycle and vehicles were able to exit the site. Southbound queues on Niles Center Road in all lanes were observed to regularly extend to the location of the south access drive. As proposed, the existing southern access drive will be removed. The existing north access drive will be maintained, and it is recommended that outbound left turns be permitted. Under Year 2031 total projected conditions, outbound movements from the north access drive are projected to continue to operate at LOS C or better during all four peak hours and inbound left- turn movements are projected to continue to operate at LOS B during all four peak hours. It is recommended that outbound left-turn movements be permitted from the north access drive given the following: • Outbound left-turn movements were observed to occur during all four peak hours under existing conditions. • The access drive is currently only restricted via a single sign. However, the volume of outbound left-turns is still low. This is likely due to drivers self-regulating during times of congestion. • Outbound movements from the access drive are projected to operate at a good LOS during all four peak hours. • As previously mentioned, queueing on Niles Center Road has limited impact on the ability of vehicles to exit from this access drive. • The site access system does not provide alternative ways for outbound vehicles to travel north on Niles Center Road. Proposed McDonald’s Redevelopment Skokie, Illinois 21 6. Parking and On-Site Circulation Evaluation The following provides an evaluation of the parking and on-site circulation for the proposed redevelopment. Parking Evaluation The proposed parking supply was evaluated based on Village of Skokie requirements, ITE survey data, and surveys. As proposed, the existing parking lot will be modified to provide 43 parking spaces City of Skokie Requirements The Village of Skokie Zoning Ordinances requires parking spaces for limited service restaurants be provided at a ratio of one space per 100 square feet of net floor area. With a building size of 4,270 square feet, the proposed redevelopment should provide 43 parking spaces. As such, the proposed redevelopment meets Village code. ITE Parking Generation Manual The proposed parking supply was compared to survey data published in the Institute of Transportation Engineers’ (ITE) 6th Edition of the Parking Generation Manual. Based on ITE the following average peak parking demand for a fast-food restaurant with drive-through (Land-Use Code 934) is 8.43 spaces per 1,000 square feet. With a building size of 4,270 square feet, the proposed redevelopment should provide 36 parking spaces to accommodate peak parking demand. This results in a surplus of seven spaces. Parking Occupancy Surveys In order to determine the existing utilization of on-site parking, parking occupancy surveys were conducted at the existing restaurant between 7:00 A.M. and 7:00 P.M. on Tuesday, March 18, 2025. The surveys were conducted in 15-minute intervals. Table 8 summarizes the 15-minute parking demands. It should be noted that the existing site has designated drive-through waiting spaces which were included in this count. As can be seen from Table 8, the peak parking demand for the restaurant is 28 spaces occurring at 9:45 A.M. and 10:20 A.M. This results in a surplus of 15 spaces compared to the proposed supply of 43 spaces. Evaluation Based on the above, the proposed modified parking lot with 43 parking spaces will meet Village of Skokie code and exceed projected peak parking demands based on both ITE rates and occupancy surveys at the existing restaurant. Proposed McDonald’s Redevelopment Skokie, Illinois 22 Table 8 PARKING OCCUPANCY SURVEYS – 5630 TOUHY AVENUE MCDONALDS Occupied Parking Occupied Parking Time Time Spaces Spaces 7:00 AM 6 1:15 PM 21 7:15 AM 6 1:30 PM 18 7:30 AM 8 1:45 PM 17 7:45 AM 8 2:00 PM 15 8:00 AM 7 2:15 PM 15 8:15 AM 11 2:30 PM 12 8:30 AM 13 2:45 PM 20 8:45 AM 13 3:00 PM 17 9:00 AM 11 3:30 PM 17 9:15 AM 15 3:45 PM 16 9:30 AM 20 4:00 PM 13 9:45 AM 28 4:15 PM 16 10:00 AM 27 4:30 PM 11 10:30 AM 28 4:45 PM 10 10:45 AM 26 5:00 PM 17 11:00 AM 24 5:15 PM 16 11:15 AM 19 5:30 PM 17 11:30 AM 16 5:45 PM 16 11:45 AM 15 6:00 PM 16 12:00 PM 16 6:15 PM 12 12:15 PM 18 6:30 PM 15 12:30 PM 20 6:45 PM 13 12:45 PM 24 7:00 PM 16 1:00 PM 15 Proposed McDonald’s Redevelopment Skokie, Illinois 23 Drive-Through and On-Site Circulation On-site and drive-through circulation for the site are projected to operate acceptably given the following: • Under existing conditions, the drive-through lane is designed to accommodate up to 13 vehicles without impacting internal circulation. With the proposed redevelopment, the drive-through lanes will be able to accommodate up to 20 vehicles before impacting internal circulation. As discussed later in this section, the peak drive-through lane demand at the existing restaurant was only 14 vehicles. • Queueing on the east side of the building leading up to the drive-through lanes will now be accommodated within two designated lanes. • The site will continue to have designated drive-through waiting spaces where vehicles from the drive-through lane that require additional time can wait for their food. This promotes efficient drive-through operations leading to reduced drive-through queues. • The site will continue to have dual ordering boards for the drive through. This promotes efficient drive-through operations leading to reduced drive-through queues. • The site will maintain a one-way counterclockwise circulation pattern which promotes efficient organized circulation. This circulation will be promoted via striping, signage, angled parking spaces, and parallel operation to the drive-through lane. • Directional signage will be provided at both entrances directing traffic to the drive-through entrance. • Designated spaces for delivery drivers will be provided on the west side of the site separating them from parking customers. • The removal of the south access drive on Niles Center Road simplifies circulation by reducing the number of entry and exit points. • Additional pedestrian crossing striping will be provided throughout the site which will help consolidate pedestrian movements into designated areas. Drive-Through Queue Surveys In order to determine the existing queues in the drive-through lane, drive-through lane surveys were conducted at the existing restaurant between 7:00 A.M. and 7:00 P.M. on Tuesday, March 18, 2025. The surveys were conducted in 5-minute intervals. Table 9 summarizes the 5-minute drive-through lane queueing . As can be seen from Table 9, the peak drive-through queues for the restaurant was 14 vehicles occurring at 1:45 P.M. this queue can be accommodated within the proposed drive-through lane. Proposed McDonald’s Redevelopment Skokie, Illinois 24 Table 9 DRIVE-THROUGH QUEUEING DEMAND – 5630 TOUHY AVENUE MCDONALDS Drive-Through Queue Occupied Parking Spaces From From From From Time Time Order Pick-up Total Order Pick-up Total Board Window Board Window 7:00 AM 0 1 1 10:00 AM 2 7 9 7:05 AM 2 2 4 10:05 AM 2 5 7 7:10 AM 0 3 3 10:10 AM 4 6 10 7:15 AM 1 4 5 10:30 AM 0 4 4 7:20 AM 2 3 5 10:35 AM 4 3 7 7:25 AM 3 1 4 10:40 AM 2 6 8 7:30 AM 0 3 3 10:45 AM 3 3 6 7:35 AM 1 1 2 10:50 AM 3 1 4 7:40 AM 0 0 0 10:55 AM 1 3 4 7:45 AM 1 2 3 11:00 AM 1 2 3 7:50 AM 3 3 6 11:05 AM 0 2 2 7:55 AM 3 5 8 11:10 AM 1 2 3 8:00 AM 1 3 4 11:15 AM 2 1 3 8:05 AM 1 4 5 11:20 AM 2 4 6 8:10 AM 0 2 2 11:25 AM 1 3 4 8:15 AM 0 4 4 11:30 AM 0 4 4 8:20 AM 4 2 6 11:35 AM 1 2 3 8:25 AM 2 5 7 11:40 AM 0 1 1 8:30 AM 5 6 11 11:45 AM 0 2 2 8:35 AM 3 6 9 11:50 AM 2 3 5 8:40 AM 0 1 1 11:55 AM 2 4 6 8:45 AM 3 2 5 12:00 PM 0 4 4 8:50 AM 1 2 3 12:05 PM 0 3 3 8:55 AM 3 1 4 12:10 PM 4 3 7 9:00 AM 4 1 5 12:15 PM 3 2 5 9:05 AM 2 5 7 12:20 PM 1 7 8 9:10 AM 2 4 6 12:25 PM 3 2 5 9:15 AM 1 4 5 12:30 PM 0 3 3 9:20 AM 0 4 4 12:35 PM 1 2 3 9:25 AM 1 4 5 12:40 PM 0 3 3 9:30 AM 1 3 4 12:45 PM 0 1 1 9:35 AM 1 5 6 12:50 PM 1 2 3 9:40 AM 0 5 5 12:55 PM 1 3 4 9:45 AM 3 4 7 1:00 PM 2 4 6 9:50 AM 2 6 8 1:05 PM 0 4 4 9:55 AM 1 5 6 Proposed McDonald’s Redevelopment Skokie, Illinois 25 Table 9 - Continued DRIVE-THROUGH QUEUEING DEMAND – 5630 TOUHY AVENUE MCDONALDS Drive-Through Queue Occupied Parking Spaces From From From From Time Time Order Pick-up Total Order Pick-up Total Board Window Board Window 1:10 PM 2 3 5 4:15 PM 0 1 1 1:15 PM 1 5 6 4:20 PM 3 1 4 1:20 PM 1 6 7 4:25 PM 0 2 2 1:25 PM 1 1 2 4:30 PM 3 4 7 1:30 PM 2 2 4 4:35 PM 1 2 3 1:35 PM 2 1 3 4:40 PM 1 1 2 1:40 PM 3 5 8 4:45 PM 1 4 5 1:45 PM 9 5 14 4:50 PM 1 3 4 1:50 PM 5 5 10 4:55 PM 2 2 4 1:55 PM 4 5 9 5:00 PM 3 6 9 2:00 PM 1 5 6 5:05 PM 1 8 9 2:05 PM 0 2 2 5:10 PM 2 4 6 2:10 PM 1 3 4 5:15 PM 0 3 3 2:15 PM 0 2 2 5:20 PM 0 1 1 2:20 PM 1 2 3 5:25 PM 0 1 1 2:25 PM 2 2 4 5:30 PM 0 1 1 2:30 PM 3 4 7 5:35 PM 4 2 6 2:35 PM 4 5 9 5:40 PM 2 5 7 2:40 PM 1 7 8 5:45 PM 2 4 6 2:45 PM 2 4 6 5:50 PM 2 2 4 2:50 PM 2 1 3 5:55 PM 1 2 3 2:55 PM 2 0 2 6:00 PM 3 1 4 3:00 PM 3 3 6 6:05 PM 1 6 7 3:05 PM 3 4 7 6:10 PM 4 4 8 3:10 PM 4 6 10 6:15 PM 2 3 5 3:30 PM 1 7 8 6:20 PM 2 4 6 3:35 PM 1 4 5 6:25 PM 3 2 5 3:40 PM 3 4 7 6:30 PM 1 3 4 3:45 PM 4 6 10 6:35 PM 1 0 1 3:50 PM 2 6 8 6:40 PM 1 2 3 3:55 PM 1 4 5 6:45 PM 5 1 6 4:00 PM 0 7 7 6:50 PM 3 6 9 4:05 PM 0 5 5 6:55 PM 3 6 9 4:10 PM 1 2 3 7:00 PM 1 3 4 Proposed McDonald’s Redevelopment Skokie, Illinois 26 7. Conclusion Based on the preceding analyses and recommendations, the following conclusions have been made: • The adjacent roadway system and study area intersections have sufficient reserve capacity to accommodate the increase in traffic projected to be generated by the proposed McDonald’s redevelopment. • The existing access system will be modified as follows: o The existing right-in/right-out access drive on Touhy Avenue will be maintained. It is recommended that the existing stop sign be replaced with a standard stop sign. o The existing north (three-quarter) access drive on Niles Center Road will be maintained. It is recommended that outbound left-turn movements be permitted from this access drive. o The existing south (right-in/right-out) access drive on Niles Center Road will be closed. • The proposed modified access system will continue to be adequate in accommodating all traffic in and out of the restaurant. • The removal of the existing southern access drive will reduce the number of conflict points in close proximity to the intersection of Touhy Avenue with Niles Center Road and Carpenter Road and will help improve safety and efficient traffic flow on Niles Center Road. • The proposed modified parking lot with 43 parking spaces will meet Village of Skokie code and exceed projected peak parking demands based on both ITE rates and occupancy surveys at the existing restaurant. • The proposed additional drive-through lanes will result in an increased stacking capacity of up to 20 vehicles which can accommodate the peak drive-through queues observed at the existing restaurant. • On-site circulation is projected to operate efficiently. Proposed McDonald’s Redevelopment Skokie, Illinois 27  CHICAGO TRIBUNE media group NOTICE OF PUBLIC HEARING VILLAGE OF SKOKIE Notice is hereby gr'/en that the village of skokie Pjan Coni mission will hold a public Kearias onThursda'/,"May 15, 2025 at 7:30 RM. i.n the Skokje village Kill cTiambers locafect at 51S7 oakton Street, skokie, Illinois 60077, to consider two requests from McDonaldi's USA, LLC represented Isy olguin L^W LLC, in a B-3 Business zoning district:' Site plan approval for the tear down and rebuild of the McDqnald's restaurant a nd special use permit approval.for a driye-thrpu^h facility and any other relief that may be discovered during the public h&a ring. Legal Description: THE SOUTH 339.0 FECT, LYING WEST OF THE CENTER LINE OF CAR- PENTER ROAD.. OF THE'EAST ^ OF THE SOUTHWEST '•4 OF SECTION 28., TOWNSHIP 41 NORTH, RANGE 13 EAST OF THE THIRD PRINCIPAL MtRIDAN^EXCEpf THAT '^ART'LYJNG WEST OF THE CENTER' LIN'E' QF CARPENTER ROAD AND EAST OF A LINE 50 FEET WEST, MEASURED AT RIGHT ANGLES THERETO,. OF A LINE DRAWN FROM A POINT ON THE SOUTH LINE OF SAID SOUTHWEST* ^, 1071,73 FEET WEST OF THE SOUTHEAST CORNER THEREOF, BEING 'ON THE CENTER LINE OF CARPENTE FTROAD;''tiHENCE "NORth ~ON' SAID CENTER' WE~':\ 7S. 33 FEET; THENCE NORTHERLV ON A CURVE TANGENT TO SAID CENTER LINE;CONVEX TO THE NORTHEWEST, HAVING A RADIUS OF 2S64.93 FEE't6i'.67FEET~T6fHEEXisflN'GC^NtER'LINEOF3AID ROADi'AND •DCCEFT THAT Ri\RT THEREOF FALLING IN TOUHY AVENUE) IN COOK COUNTY, ILLINOIS. LESS AND EXCEPT THAT PORTION OF THE PREMISES DEDICATED TO THE STATE OF ILUNOIS FOR RIGHT-OF-WAY PURPOSES, DESCRIBED AS FOLLOWS: THE NORTH 17.0 FEET OF THE SOUTH 50.0 FEET OF THAT PART OF THE SOUTH 339 FEET OF THE EAST ^ OF THE SOUTH WEST ^ OF SECTION 2&, TOWNSHIP 41 NORTH, RANGE 13 EAST OF THE THIRD PRINCIPAL MiR'IDAN"LYiNG WEST b'^ THE "CENTER'LINE OF'CARPENTER ROAD (D<CEPT THERE FROM THAT PART THEREOF FALUNG IN CARPENTER ROAD CONVEYED TO THE COUNP^ OF COOK BY WARRANP(r DEEDS RECORDED JANUARY 7,1960 AS DOCUMENT NUMBER 17751519 AND DOCUMENT NUMBER 17751520 LYING EASTOFA LINE 50 FEET WEST, MEASURED AT RIGHT ANGLES, THERE TO OF A LINE DRAWN FROM A POINT-6N~THE'SOUtH"LINE'(JF SAID SOUTHWEST ^1071.73 FEET WEST OF THE SOUTH EAST CORNER THEREOF , BEING ON THE CENTER LINE OF CARPENTER ROAD : THENCE NORTH ON SAID CENTER LiNE 17S.33; THENCE NORTHERLY ON A CURVE TANGENT TO SAID CEN- TER UNE, CONVEX TO THE NORTH WEST AND HAVING A PADIUS OF 2864.93 rEET. 671.67 FEET TO THE CENTER LINE OF SAID ROAD AS IT EXISTED ON NOVEMBER 5, 1959:i, IN COOK COUNTY, ILLINOIS. SUBJECT PROPERTY 5360 TQUh/ Avenue, skokie, it 60077 PIN: 10-2S-313-034-0000 The public is invited to attend the hearing and will be gK'en an oppor- tunjty to be.lieard.The applicatjon is available to yiew a.ttlie Planning Division office atVillage'.Hall clurine normal Dusiness liours. written comment can be suBmitted. by email to.publiccommentsc'skokie. ors, by mail to viHage of skokie/Attn: Planning Manager, 5127 oaktpn Street,, skokie, Illinois, 60077,. pr via the Village's drop box located by the public entry to \Wsge Hall. Please reference cases 2Q25-07P isite plan approval) and 202ST-08P (special use permit appnwali. individuals with disabil'ities requiring accommodation tn |\=ntic.i|jate- m any meeting should contact AngeFSchnur, ADA coordinator, at 847- 673Josoo or'Angel.schnurcskokTe.org prior to the meeting. A public hearins may be continued from time to time without further public notice. Paul Luke, Plan commission chair 4/17/202S 7799274 Chicago Tribune - chicagotribune.com 160 N Stetson Avenue, Chicago, IL 60601 (312) 222-2222 - Fax: (312) 222-4014  CHICAGO TRIBUNE media group Sold To: Village of Skokie - CU00031224 51270aktonSt Skokie.lL 60077-3633 Bill To: Village of Skokie " CU00031224 51270aktonSt SkokieJL 60077-3633 Certificate of Publication: Order Number: 7799274 Purchase Order: 5360 Touhy McDonalds State of Illinois - Cook Chicago Tribune Media Group does hereby certify that it is the publisher of the Skokie Review. The Skokie Review is a secular newspaper, has been continuously published Weekly for more than fifty (50) weeks prior to the first publication of the attached notice, is published in the City of Skokie, Township of Niles, State of Illinois, is of genera! circulation throughout that county and surrounding area, and is a newspaper as defined by 715 IL CS 5/5. This is to certify that a notice, a true copy of which is attached, was published 1 time(s) in the Skokie Review, namely one time per week or on 1 successive weeks. The first publication of the notice was made in the newspaper, dated and published on 4/17/2025, and the last publication of the notice was made in the newspaper dated and published on 4/17/2025. This notice was aiso placed on a statewide public notice website as required by 715 ILCS 5/2. 1. PUBLICATION DATES:Apr 17, 2025. Skokie Review In witness, an authorized agent of The Chicago Tribune Media Group has signed this certificate executed in Chicago, illinois on this 18th Day of April, 2025, by Chicago Tribune Media Group : -'"1 .....-^••'' ! '-I ', . ' ^ ,/ -.' - Jeremy Gates Chicago Tribune - chicagofribune.com 160 N Stetson Avenue, Chicago, IL 60601 (312) 222-2222 - Fax: (312) 222-4014