Plan Commission

Village of Skokie Plan Commission February 16, 2023, 7:30 P.M. Skokie Village Hall 5127 Oakton Street 1. Call Meeting to Order 2. Approval of Meeting Minutes of February 2, 2023 3. 2023-01P – Site Plan Approval: 8610 Niles Center Road- Arie Crown Hebrew Day School, an Illinois Not-For-Profit Corporation, on behalf of Luz and Associates #1, LLC, requests site plan approval for a demonstration planned development in an R4 Multifamily Housing zoning district that includes a 192-unit multifamily housing development with enclosed parking, and any relief that may be discovered during the review of this case. 4. Staff Update on Affordable Housing 5. Public Comment 6. Adjournment STAFF REPORT 2023-01P Community Development Department Council Chambers, 7:30 PM, February 16, 2023 To: Paul Luke, Plan Commission Chairperson From: Johanna Nyden, AICP, Community Development Director Paul Reise, AICP, Planning Manager Re: Primary Case: 2023-01P: Site Plan Approval General Information Location 8610 Niles Center PIN: 10-21-214-001-0000, 10-21-214-002-0000, 10-21-214-003-0000, 10- 21-214-004-0000, 10-21-214-005-0000, 10-21-214-009-0000, 10-21-214- 010-0000, 10-21-214-011-0000, 10-21-214-012-0000, 10-21-214-013- 0000, 10-21-214-014-0000, 10-21-214-015-0000, 10-21-214-016-0000, and 10-21-214-019-0000 Purpose To request a site plan approval for a demonstration project planned development, in a R4 Multifamily Housing district, to construct a new 7-story residential building with 192 units and 120 parking spaces. Includes any relief discovered during the review of these cases. Petitioner Luz and Associates #1, LLC Size of Site 82,764± SF (1.9 acres) with frontage on Niles Center Road, Conrad St, and Greenleaf Street Existing Zoning & R4 Multifamily Housing district– vacant school Land Use Adjacent Zoning & North R4 Multifamily Housing – 3-or-more-unit multifamily Land Use residences South R4 Multifamily Housing – 3-or-more-unit multifamily residences East R4 Multifamily Housing – 3-or-more-unit multifamily residences West M2 Light Industry – CTA Yellow Line Dempster-Skokie Station and parking lot Comprehensive Plan The site is designated as pedestrian oriented mix. SITE INFORMATION • The subject site has an existing vacant building. • There are 4 existing driveways on Conrad Street and 1 on Greenleaf Street. VOSDOCS-#606227-v1-8610_Niles_Center_Staff_Report_2023-01P 1  • Public sidewalks are available in the area. PROPOSAL SUMMARY The petitioner is requesting a 7-story residential building with 192 units and 120 parking spaces. • Building Square Feet (SF): 249,397 • First Floor Uses: residential amenity, residential lobby, and structured parking • Number of Residential Units: 192 total = 12 (studio) + 132 (1 bedroom) + 48 (2 bedrooms) • Number of Parking Spaces: 120 total proposed, including accessible • Building Height: 7; 76’-7” Motor vehicle access to the subject site will use 2 major access points: 1 curb cut on Greenleaf Street and 1 curb cut off Conrad Street. Pedestrian access will be via public sidewalks. PETITIONER’S SUBMITTAL The petitioner is requesting a demonstration project planned development for a 7-story residential building with 192 residences. A demonstration project is the redevelopment of a site for allowable uses in the district designed to stimulate redevelopment and economic growth in the area. The site adjacent to the CTA Yellow line and the Dempster TIF district. The proposed project must be designed to fulfill the goals of the redevelopment district. In order to stimulate development, relief may be granted in the area of district development standards. The petitioner submits: The proposed residential campus at 8610 Niles Center Road (the "Project") is designed to provide numerous benefits to the future residents, the community and the surrounding neighborhood. It will be harmonious with, and will not adversely affect, adjacent properties. This will be a high-quality medium intensity Project which, typical of Niles Center Road in the adjacent area, is proposed to be a multifamily development. Significant attention was paid to the interaction between the Project and the uses most proximate to it. The Project is part of an expansive multifamily area which is well established in the community. It will both benefit from and support retail, restaurant and commercial improvements located less than a half of a mile walk away on Dempster and a half mile walk away on Main and Skokie Boulevard. The Skokie Valley trail is located just west of the Project and provides access to the Village of Skokie Downtown as well as numerous other locations, work opportunities, restaurants, entertainment and other amenities. With the encouragement of the Village staff, this project is designed as a "Demonstration Project", as provided for in the Village of Skokie Zoning Ordinance, to act as a true transit- oriented development relying both on available mass transit and nearby retail, restaurants and commercial facilities in addition to bike paths and other community benefits. It is specifically VOSDOCS-#606227-v1-8610_Niles_Center_Staff_Report_2023-01P 2 designed to complement the existing public transportation infrastructure that surrounds the Project site including bordering and being less than 500 feet away from the CTA Skokie Swift Station allowing for easy access to jobs, commercial, retail and entertainment facilities throughout Skokie, the City of Chicago and elsewhere. The new members of this community will enjoy tangible benefits of living steps away from their primary means of public transportation as well as nearby retail, restaurants and entertainment establishments that surround the Project site, all of which will receive enhanced economic support from the additional customer base. It will benefit those residents who do not have or do not want to be reliant upon an automobile but want full access to all that Skokie, Chicago and the surrounding communities have to offer. As provided in other communities that rely on and encourage mass transit, biking and walking, parking will be limited (although significantly more than in similar projects in the City of Chicago and elsewhere). At the same time, in the event of temporary need, the Project is adjacent to significant adjacent temporary rental parking in the CTA parking which has been shown to be almost entirely unused over multiple years. The existing private school on the project site has generated significant, but typical, school traffic, particularly during applicable school start and end times. Redeveloping this site will eliminate the real and perceived impact of educational facilities, including traffic, and add to an already strong residential area. Either a central landlord or established site control or covenants will ensure that maintenance of this facility is ongoing to protect and preserve this significant asset. Returning the currently not for profit subject property to the real estate and property tax rolls will restore significant revenues to the Village surrounding schools, police department, fire department, and other governmental entities that are committed to upholding the public health, safety, morals and general welfare of the community. Converting this existing private school area to residential uses addresses concerns raised previously about the real or perceived impact of that school on the surrounding community. The Project's new high-quality sustainable design, construction, and operation, including amenities and internal open space to serve the new members of this community, will be appropriate and provide a new vista of development for this area. The proposed Project is compatible with and provides a high-quality newer alternative to surrounding older multi-family and other residential uses ensuring that the Project will have no impact on the value of surrounding properties. The traffic report from KLOA will confirm the adequacy of adjacent roadways for the development and that it will not create undue traffic congestion. This is further seen through the emphasis on mass transit-oriented uses and nearby amenities only a short walk or bike ride away. This area is already well established with services and utilities to serve residential properties. Adequate public facilities, including roads, drainage, utilities and police and fire protection exist to serve the requested use at the time such facilities are needed. Final engineering will comply with Village Codes to ensure proper available public facilities, drainage and utilities. See the submitted civil plans and our written responses to planning department questions for additional details. We have confirmed that we will be in compliance with all comments and criteria provided by the Village of Skokie Fire Department. Sustainability and care for the environment are an important tenant of this project. Long before the Village provided the public with a draft of its Environmental Sustainability Plan (the "Sustainability Plan"), The Developer and its architect, committed to designing the Project to meet the Green Building Initiatives ("GBI") requirements and protocols for a Green Globe certification. As described on GBl's web site (theGBl.org), "Environmental objectives pursued VOSDOCS-#606227-v1-8610_Niles_Center_Staff_Report_2023-01P 3 through Green Globes lead to lower energy and water bills, reduced emissions, optimized health and wellness benefits, and minimized waste." GBI further indicates that they are "dedicated to reducing climate impacts by improving the built environment". GBI Green Globes certification is recognized in numerous communities, such as being included in the Evanston, Illinois Green Building Ordinance. Green Globes has confirmed that as of June 21,2022 over 500 million square feet of property had been certified as meeting Green Globes standards and objectives. While the Project is not subject to the Sustainability Plan, its design forward thinking sustainability measures and seeking of the Green Globes certification is strong evidence of its commitment to establishing a sustainable Project which is protective of the community's health, safety and general welfare. Modern stormwater detention, as identified on our civil engineering plans, is also an important part of that effort. The public health, safety, morals and general welfare of the community are protected through this forward-thinking Demonstration Project's emphasis on mass transit, walking, bike use and reduced traffic impact. They are further supported by the high-quality design and construction, respect for the environment, and satisfaction of the provisions of the Village Zoning Code, Fire Department and other requirements. The Project design allows for quality living in a modern facility which provides low impact access to the Village and surrounding area, and amenities benefitting the existing and future residents of the Village who will call the Project their home. We appreciate your consideration of this project, the opportunity we have had to improve and enhance it through working with the Village staff and look forward to the opportunity to present it to the elected and appointed Village officials for their consideration. STAFF REVIEW All pertinent departments and divisions were offered an opportunity to comment on this case. The following is a summary of principal aspects of the proposed development: Affordable Housing The applicant is proposing that 10 units, 5% of the 192 units within the project be designated for rents affordable at 80% of Area Median Income (AMI). The composition of the units would reflect the units of the apartment complex: one 1 studio, 7 one- bedroom, and 2 two-bedroom, for a total of 10 units. Com prehensive P lan The Comprehensive Plan has identified uses for this site as other Residential in Sector B. The proposed use is consistent with the comprehensive plan. Land Use The Planning Division supports the proposed site plan approval. The development is adjacent to a mass transit station and will provide transit-oriented housing on site. Staff believes that higher density developments with lower parking ratios directly adjacent to CTA stations will provide a catalyst to the nearby retail along Dempster. The façade and building massing are designed to be viewed from all angles and will provide an appropriate sense of place along Niles Center Road. The reduction in curb cuts at this location are significant improvements to public safety. The generous front setback provides a feeling of openness to pedestrians accessing the CTA Yellow Line station. VOSDOCS-#606227-v1-8610_Niles_Center_Staff_Report_2023-01P 4 In general, the multifamily residential space is consistent with the intent of the Comprehensive plan, the Dempster-Skokie Station Area Plan, and zoning for the site. The size of the site is 82,764 SF and the building area is 249,397 SF, resulting in a floor area ratio (FAR) of 3. The allowable FAR (relief allowed beyond the maximum per demonstration project). (Requirement is met.) The R4 Multifamily Housing district is intended for larger, multi-family housing developments. Zoning R equirem ents The proposed building bulk, density, and site improvemnets will adhere to the R4 Multifamily Housing district requirements, or as otherwise allowed with relief. In demonstration projects, relief may be granted from FAR and height requirements beyond the maximum allowed in the zoning district. A demonstration project is the redevelopment of a site for allowable uses in the district designed to stimulate redevelopment and economic growth in the area. The subject site must be in a designated redevelopment district. The proposed project must be designed to fulfill the goals of the redevelopment district. In order to stimulate development, relief may be granted in the area of district development standards and other Zoning Chapter regulations. This site is adjacent to the Dempster TIF district and covered under the goals and objectives of the Dempster-Skokie Station Area Plan. The Dempster-Skokie Station Area Plan supports the Village’s long- standing efforts to improve the district’s attraction to business and private real estate development. Redevelopment and reinvestment in the Dempster Street Corridor will occur over several years, driven by private developers, and encouraged by the Village’s investment and planning efforts, such as key property acquisition, streetscape improvements, pedestrian and bicycle trail construction, and zoning amendments and other procedural and regulatory changes, as well as the establishment of the West Dempster TIF district. This study reinforces and expands the Village’s efforts by recommending the use of excess parking capacity in station area commuter lots to support existing and future development, as well as circulation improvements for automobiles and pedestrians between the commuter lots and the retail development areas. The study also examines development strategies for several specific sites that enable the Village staff to understand the capacity and potential of each site for differing development strategies. By improving the physical conditions in the study area and acquiring strategic properties, the Village has set the table for private investment to initiate redevelopment. • Building height (floors): 7 floors (per demonstration project) • Building height (feet): 76’-7” (per demonstration project) • Front yard: 21’ (per site plan approval) VOSDOCS-#606227-v1-8610_Niles_Center_Staff_Report_2023-01P 5  • Side yard (Conrad): 17’-7.5” (per site plan approval) • Side yard (Greenleaf): 17’ -6” (per site plan approval) • Rear yard: 20’ (per site plan approval) Parking: • Total Parking: 120 proposed, .625 parking ratio (282 required) • Bicycle: 16 spaces proposed (12 required, 10% of 120) Items of relief requested for this development: • §118-127(1d) to allow 192 units as demonstration project in planned development • §118-127(2) for multifamily residences with 3 or more units and in planned developments: By site plan approval • §118-127(3b) to allow building height of 76 feet 7 inches, to exceed 60 feet as demonstration project in planned development. • §118-127(7) to allow rear yard setback of 20 feet, rather than 30 feet • §118-127(8) to allow maximum land coverage of 70%, rather than 40% • §118-218(b) to allow 120 parking spaces rather than 282 as a demonstration project in planned development. • §118-272(c) to allow height and FAR beyond maximum allowed in zoning district Building & Site Elem ents Several essential concepts to consider: • Water and Sewer Capacity. Prior to the Village Board of Trustee’s consideration, a water supply/sewer capacity study must be prepared and submitted to the Village. Capacity increases or changes must be approved by the Village, and design and installation costs for any infrastructure improvements to be borne by the developer. • Traffic and IDOT. The pending IDOT review and approval might impact the site and development plan. • Metropolitan Water Reclamation District (MWRD). An MWRD determination letter must be obtained to determine if an MWRD permit is required. Since the proposed project includes greater than 0.50 acres of development and qualified sewer construction, a WMO permit will be required. • Utilities. All existing proposed overhead telecom, fiber optic, electric, etc. serving the subject shall be buried or installed underground. Relocation of overhead utilities in the alley serving other properties to be coordinated with Village staff. • Resident Parking. There shall only be a maximum of 1 parking space allocated to each unit. Potential residents with more than 1 vehicle shall make alternate off-site parking arrangements for additional vehicles. Residents of this building will be ineligible for zoned parking. VOSDOCS-#606227-v1-8610_Niles_Center_Staff_Report_2023-01P 6 Building Design The Appearance Commission reviewed the design at the Wednesday, January 11, 2023, meeting and approved a Certificate of Appropriateness. Any relief will be subject to the Certificate of Appropriateness for this subject site. P arking, Access, & Circulation The location of this proposed development is within an on-street, zoned permit parking area; per Village practice, residents will not be eligible for zoned parking. Com plete Streets The following provides information regarding walkability and transit opportunities:  Public sidewalks are available along Niles Center and on the neighborhood side streets. ADA ramps with contrasting color tactile warning indicators are available at nearby intersections.  The Skokie Valley Trail is west of the Dempster-Skokie CTA Station and bike lanes are available nearby on Main Street.  The CTA train station is adjacent to the west of the subject site, and nearby bus services include Pace Bus Route 250 and CTA Routes 97 and 54A.  The site is within walking distance of other businesses, services, schools, and shopping. Consider the needs of those who may access the site with transportation options other than a motor vehicle.  Emergency access to the subject site is available via Niles Center, Conrad Street, Greenleaf Street, and a fire lane. Storm w ater M anagem ent Per MWRD permit determination, since the proposed project includes greater than 0.50 acres of development and qualified sewer construction, a WMO permit will be required. W ater Conservation All buildings are required to adhere to the Illinois Plumbing Code. This includes the incorporation of lower flow fixtures – faucets and toilets. This item will be reviewed at the time of permit. Electrical Conservation The buildings are required to adhere to the Illinois Energy Conservation Code, as amended by the State Building Code. This includes meeting minimum standards for R- values for windows and insulation. The code requires a minimum requirement for materials and wall thickness (in relation to insulation) that meets energy efficiency standards. In addition, the HVAC systems are required to meet minimum efficiency standards, and systems are required to be affixed with UL tags. The applicant will be required to submit a “com check” at the time of permit application to show adherence to the energy conservation code. VOSDOCS-#606227-v1-8610_Niles_Center_Staff_Report_2023-01P 7 Consideration should be given to green construction and maintenance practices, including the possibility of joining the ComEd Energy-Efficiency Program. Bird Strike M itigation The Village’s Bird Strike Mitigation regulations will apply to this project. Sustainability Where possible, sustainability measures should be employed in new projects. The Developer has committed to designing the Project to meet the Green Building Initiatives ("GBI") requirements and protocols for a Green Globe certification. Tree P reservation & Landscaping Prior to Board of Trustees review, an updated landscape plan with updated species compatible with Village Environment and Sustainability Plan STAFF RECOMMENDATIONS Staff recommends that the petitioner’s request a site plan approval for a demonstration project planned development for a 7-story residential with 192 units and 120 parking spaces of indoor parking in a R4 Multifamily Housing district be APPROVED for 8610 Niles Center Road, based upon the Proposed Findings of Fact and subject to the recommended site plan approval conditions listed below. Staff further recommends providing relief from the following: • §118-127(1d) to allow 192 units as demonstration project in planned development • §118-127(2) for multifamily residences with 3 or more units and in planned developments: By site plan approval • §118-127(3b) to allow building height of 76 feet 7 inches, to exceed 60 feet as demonstration project in planned development. • §118-127(7) to allow rear yard setback of 20 feet, rather than 30 feet • §118-127(8) to allow maximum land coverage of 70%, rather than 40% • §118-218(b) to allow 120 parking spaces rather than 282 as a demonstration project in planned development. • §118-272(c) to allow height and FAR beyond maximum allowed in zoning district RECOMMENDED SITE PLAN APPROVAL CONDITIONS (2023-01P) Prior to the hearing of the subject case before the Board of Trustees, the petitioners must provide the following: a. A water supply/sewer capacity study must be prepared and submitted to the Village for review. Capacity analysis cannot be completed until the development provides preliminary water and sewer engineering plans. Water and sewer upgrades to the existing public system and/or changes VOSDOCS-#606227-v1-8610_Niles_Center_Staff_Report_2023-01P 8  to the proposed onsite water and sewer improvements may be required of the development in order to provide sufficient capacity. b. Provide preliminary comments from IDOT for staff review. c. The trip generation rate used was, "Multifamily Housing (Mid-rise) Not Close To Transit." instead of, "Multifamily Housing (Mid-rise) Close To Transit." A transit station exists within 1/2 mile of the site entrance. Reasoning was provided by KLOA through email that it was for conservative purposes. Using the "Multifamily Housing (Mid-rise) Close To Transit." would decrease the trip generation. Please provide clarification on the Traffic Impact Study on the next submittal. d. On figure 10, the volumes do not balance at the intersection of Niles Center Road and Greenleaf Street for right turns on the NB approach. Traffic is not expected to increase here due to the new site and should be the same as the 2029 No-Build Traffic Volume. e. A 15% reduction in traffic was applied to the trip generation and parking generation due to the site being classified as a Transit-Oriented Development. Please add census data source as mentioned in the study. Site and Use 1. The petitioner shall develop the Subject Property in substantial conformance with the final Village approved site plans 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>. (Standard) 2. Prior to the issuance of building permits, the petitioner shall submit for approval a lighting photometrics plan, fully developed civil engineering plans that comply with the county WMO requirements and Village’s stormwater control provisions, and redevelopment engineering plans to address all aspects of private and public utility services. Any reconfigurations within state ROW will require an IDOT highway/utility permit. (Standard) 3. Exterior lighting shall meet Illuminating Engineering Society of North America (IES) standards, be full cut-off design, and be directed away from adjacent properties, subject to the approval of the Engineering Division. (Standard) 4. All existing damaged public sidewalks or public sidewalks damaged due to the implementation of this plan shall be replaced. (Standard) 5. No objects are allowed within a 15' sight distance triangle in all non-residential zoning districts between 30" and 84" in height from grade, except traffic control devices listed in the Manual on Uniform Traffic Control Devices and as indicated in the approved site plan and floor plans. 6. Prior to the issuance of building permits, the petitioner shall provide a Construction Management Plan that includes a temporary pedestrian, bicycle, and transit circulation plan for the public right-of-way, including routing, signage, and barriers, to be in place prior to the commencement of construction, subject to the approval of the Engineering Division. If during construction any lane closures or sidewalk VOSDOCS-#606227-v1-8610_Niles_Center_Staff_Report_2023-01P 9  closures are intended in the public right-of-way, the owner/contractor must apply for Public Way Obstruction or Use permit with Engineering. The application may be obtained with engineering or on Village website. Traffic control plan and fees will apply. (Standard) 7. Owner will allocate 10 units of affordable housing within the apartment complex for lease at rents affordable at 80% of Area Median Income. The composition of the units would reflect the unit mix of the apartment complex: 1 studio, 7 one-bedroom, and 2 two-bedroom, for a total of 10 units. Rent for these 10 units would be established at the rent, pursuant to income limits for Chicago-Naperville-Joliet, IL HUD Metro FMR Area for 80% Area Median Income. 8. Project will be designed and constructed to meet the Green Building Initiatives ("GBI") requirements and protocols for a Green Globe certification. Maintenance 9. All fencing, walls, sidewalks, driveways, curbs, wheel stops, parking areas, signage, landscaping, structures, and any other facilities or infrastructure on the Subject Property shall be maintained in a good state of repair, and when needed, be repaired or replaced in a timely manner. (Standard) 10. All private and public sidewalks shall be maintained free of snow, ice, sleet, or other objects that may impede travel. (Standard) 11. 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. Parking 12. Any plan to modify parking lot striping must be approved by the Director of Engineering. (Standard) 13. The proposed development shall have a minimum of 120 off-street vehicle parking spaces, including 5 handicapped parking spaces, and a minimum of 16 bicycle parking spaces, as indicated on the Subject Property plan dated <insert date of final approved plan>. (Standard) 14. The handicapped parking spaces shall be installed and maintained in compliance with State of Illinois Accessibility Standards and the Skokie Village Code, including required signage. (Standard) 15. Vehicles shall not be allowed to be parked in or otherwise block common driveways, sidewalks, aisles, or other points of access at any time, shall only be parked in designated parking spaces, and shall not overlap the striped lines of designated parking spaces. (Standard) Residential 16. Cable access shall not be denied to any residents in the building. All cable providers shall be given access to provide service. All cable and other fixtures necessary to provide service to the building shall be placed underground and conduit shall be provided inside the building for wiring. (Standard) Utilities VOSDOCS-#606227-v1-8610_Niles_Center_Staff_Report_2023-01P 10 17. Prior to issuance of building permits, the petitioner shall submit evidence of issuance of permits for the construction and operation of the water main and associated equipment by the Illinois Environmental Protection Agency (IEPA) or provide a determination by IEPA that such permits are not required. Water mains that feed multiple building structures and/or create a "looped" system that require an IEPA permit will also require an easement and custodial agreement with the Village. (Standard) 18. All overhead utilities on or serving the Subject Property shall be placed underground or relocated. The petitioner shall bear the full cost of this utility relocation and/or conflicts. Landscaping 19. 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. This “Agreement for Installation and Maintenance of Landscaping" shall be recorded at the petitioner’s expense. (Standard) Governance 20. All new construction, alterations, and remodeling shall meet current International Building and NFPA Life Safety Codes as amended. (Standard) 21. The petitioner shall obtain all required permits and approvals for improvements to County, State, or Federal rights-of-way from the governing jurisdiction. (Standard) 22. The Subject Property must conform to the Village's storm water control requirements as contained in the Skokie Village Code, including the disconnection of any downspouts. (Standard) 23. All signage shall conform to the Skokie Village Code. Any sign on the Subject Property that is in violation of that Code must be removed or modified to conform with the Village Code prior to the issuance of an occupancy permit. (Standard) 24. All modifications to building elevations, signage, and landscaping shall be subject to the review and approval of the Skokie Appearance Commission. (Standard) 25. The petitioner shall submit to the Planning Division electronic files of the site plan and landscape plan in their approved and finalized form. (Standard) 26. Prior to the issuance of building permits, the petitioner shall submit to the Planning Division of the Community Development Department the name, property address, email address, and telephone number of the company and contact person responsible for site maintenance in compliance with this site plan approval. (Standard) 27. If work is to be performed on public property or if public property is utilized or impacted during construction and/or development, the owner shall provide, or shall cause the developer and/or contractor to provide, the Village of Skokie with a certificate of insurance naming the Village of Skokie as additionally insured for any and all claims related to any and all work. The owner shall hold, and shall cause the developer and/or contractor to hold, the Village of Skokie harmless and indemnify VOSDOCS-#606227-v1-8610_Niles_Center_Staff_Report_2023-01P 11  the Village for any and all claims for property damage or personal injury related to work on or use of public property. (Standard) 28. The petitioner shall comply with all Federal and State statutes, laws, rules and regulations and all Village codes, ordinances, rules, and regulations. (Standard) 29. Failure to abide by any and all terms of this Ordinance shall be cause for the Village to initiate hearings to determine whether the subject Ordinance, as well as any applicable business licenses, should be revised or revoked. The petitioner shall pay all costs related to any hearings conducted as a result of non-compliance with any of the provisions of the enabling ordinance. The costs shall include but not be limited to court reporter fees, attorney fees, and staff time required researching and conducting said hearing. (Standard) VOSDOCS-#606227-v1-8610_Niles_Center_Staff_Report_2023-01P 12 ATTACHMENTS 1. Proposed Findings of Fact for 2023-01P: Site Plan Approval & Planned Development 2. 8610 Niles Center Zoning Map 3. Proposed Site Plan, Landscape Plan, Floor Plans, Building Elevations, Rendering, and Photos, all dated February 16, 2022 4. KLOA Traffic Impact Study, dated February 1, 2023 VOSDOCS-#606227-v1-8610_Niles_Center_Staff_Report_2023-01P 13 PROPOSED FINDINGS OF FACT 2023-01P: Site Plan Approval Community Development Department Council Chambers, 7:30 PM, February 16, 2023 Consideration Finding The request is harmonious with and does The request will be harmonious with and not adversely affect adjacent properties. will not adversely affect adjacent properties as long as the conditions of the planned development for site plan approval are met. The request can demonstrate that The request will have adequate public adequate public facilities, including roads, facilities, including roads, drainage, drainage, utilities, and police and fire utilities, and police and fire protection, protection exist or will exist to serve the which exist or will exist to serve the requested use at the time such facilities are requested use at the time such facilities needed. are needed. The request demonstrates adequate The request will have adequate provision provision for maintenance of the associated for maintenance of the associated structures. structures. The request has considered and, to the No adverse effects on the natural degree possible, addressed the adverse environment are anticipated. effects on the natural environment. The request will not create undue traffic The request will not create undue traffic congestion. congestion as long as the conditions of the site plan approval are met. The request will not adversely affect public The request will not adversely affect health, safety, and welfare. public health, safety, and welfare. VOSDOCS-#606227-v1-8610_Niles_Center_Staff_Report_2023-01P 14 Planned Development Additional Findings of Fact Consideration Finding The proposed use of the particular site, The request will provide an amenity, or including any exceptions to use, shall be facility that will contribute to the general shown as necessary or desirable to provide well-being of the surrounding area. a service, amenity, or facility that will contribute to the general well-being of the surrounding area. Under the circumstances of the particular The proposed use will not be detrimental case, the proposed use will not be to the health, safety, or general welfare detrimental to the health, safety, or general of persons residing within or in the welfare of persons residing within or in the vicinity of the PD vicinity of the PD VOSDOCS-#606227-v1-8610_Niles_Center_Staff_Report_2023-01P 15  8610 Niles Center zoning map 0 450 900 Print Date: 2/10/2023 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. Luz and Associates #1 LLC Plan Commission 8610 Niles Center Road Skokie, Illinois | February 16, 2023 Luz and Associates #1 LLC Site Survey 8610 Niles Center Road 1 Skokie, Illinois | February 16, 2023  Material Storage During Construction All Elevators are Stretcher Size NOTE: CONSTRUCTION WORKER PARKING DURING CONSTRUCTION TO BE NEGOTIATED. Luz and Associates #1 LLC Ground Floor Plan 8610 Niles Center Road 2 Skokie, Illinois | February 16, 2023 Luz and Associates #1 LLC Landscape Plan 8610 Niles Center Road 3 Skokie, Illinois | February 16, 2023 Luz and Associates #1 LLC 2nd Floor Plan 8610 Niles Center Road 4 Skokie, Illinois | February 16, 2023 Luz and Associates #1 LLC 3rd - 7th Floor Plans 8610 Niles Center Road 5 Skokie, Illinois | February 16, 2023  METAL BALCONY 3 COLORS OF FIBER METAL BALCONY 3 COLORS OF FIBER AND RAILING BOARD CEMENT - SEE MATERIALS AND RAILING CEMENT - SEE MATERIALS BRICK BASE 80’-7” 76’-7” 65’-7” 54’-7” 43’-7” 32’-7” 21’-7” 10’-7” Greenleaf Elevation (South) Niles Center Elevation (East) METAL BALCONY 3 COLORS OF FIBER METAL BALCONY 3 COLORS OF FIBER AND RAILING CEMENT - SEE MATERIALS AND RAILING CEMENT - SEE MATERIALS BRICK BASE Conrad Elevation (North) West Elevation APARTMENT BUILDINGS: TYPE III CONSTRUCTION Luz and Associates #1 LLC Building Elevations 8610 Niles Center Road 6 Skokie, Illinois | February 16, 2023 1 Fiber Cement Panel 2 Fiber Cement Board 3 Fiber Cement Board 4 Fiber Cement Panel 5 Brick Base 6 Brick Base 7 Perforated Metal Railing Color #1 Color #2 Color #3 Color #4 Color #5 Color #6 5 4 1 2 7 5 3 1 4 7 5 1 3 2 7 1 3 2 5 80’-7” 76’-7” 65’-7” 7 54’-7” 43’-7” 32’-7” 6 21’-7” 10’-7” Typical South Elevation Typical North Elevation Typical East Elevation Typical West Elevation Luz and Associates #1 LLC Materials 8610 Niles Center Road 7 Skokie, Illinois | February 16, 2023  BALCONY 76’-7” 65’-7” 54’-7” 43’-7” 32’-7” 21’-7” 10’-7” FIRE FIRE TRUCK TRUCK EAST-WEST ELEVATION DIAGRAM FIRETRUCK AERIAL APPARTUS NORTH-SOUTH SECTION DIAGRAM Luz and Associates #1 LLC Section Diagram 8610 Niles Center Road 8 Skokie, Illinois | February 16, 2023  A SW corner of Site from Greenleaf St B Looking from SE corner of site down Greenleaf St and Niles Center Rd Conrad St. Cente r Rd. C Looking from SE corner of site down Niles Greenleaf St and Niles Center Rd B C A Greenleaf St. Luz and Associates #1 LLC Context Photos 8610 Niles Center Road 9 Skokie, Illinois | February 16, 2023  D SE corner of Site from Greenleaf St looking North up Niles Center Rd E From East side of site looking South down Niles Center Rd F Conrad St. E F Looking from NE corner of site at Cente Conrad St and Niles Center Rd r Rd. Niles Greenleaf St. D Luz and Associates #1 LLC Context Photos 8610 Niles Center Road 10 Skokie, Illinois | February 16, 2023  G NE corner of Site looking down Conrad St & Niles Center Rd H Looking South at NE corner of Site down Niles Center Rd H I Conrad St. G I Looking East down Conrad St Cente r Rd. Niles Greenleaf St. Luz and Associates #1 LLC Context Photos 8610 Niles Center Road 11 Skokie, Illinois | February 16, 2023  Traffic Impact Study 8610 Niles Center Road Residential Development Skokie, Illinois Prepared For: Luz and Associates #1, LLC February 1, 2023 1. Introduction This report summarizes the results of a traffic impact study conducted by Kenig, Lindgren, O’Hara, Aboona, Inc. (KLOA, Inc.) for a proposed residential development to be located in Skokie, Illinois. The site, which is currently occupied by Arie Crown Early Childhood Campus, is located at 8610 Niles Center Road. As proposed, the site will be redeveloped with a residential development containing 192 apartments units and 131 parking spaces. Access to the development is proposed to be provided off Conrad Street and Greenleaf Street. The sections of this report present the following: • Existing roadway conditions including vehicle, pedestrian, and bicycle traffic volumes for the weekday morning and weekday evening peak hours • A detailed description of the proposed development • Vehicle trip generation for the proposed development • Directional distribution of development-generated traffic • Regional growth in traffic and background development traffic for Year 2029 no-build conditions • Future transportation conditions including access to and from the development Traffic capacity analyses were conducted for the weekday morning and weekday evening peak hours for the following three conditions: 1. Existing Conditions – Analyzes the capacity of the existing roadway system using existing peak hour traffic volumes in the surrounding area. 2. Year 2029 No-Build Conditions – Analyzes the capacity of the existing roadway system using the existing traffic volumes increased by an ambient growth factor (growth not attributable to and particular development). 3. Year 2029 Total Projected Conditions – The total projected traffic volumes includes the existing traffic volumes increased by an ambient growth factor and the traffic estimated to be generated by the proposed subject development. The purpose of this study was to examine existing traffic conditions to establish a base condition, assess the impact that the proposed development would have on traffic conditions in the area, and determine the roadway and traffic control improvements needed to mitigate this development’s impact based on Year 2029 projected traffic conditions. 8610 Niles Center Road Skokie, Illinois 1 2. Existing Conditions Existing traffic and roadway conditions were documented based on field visits and traffic counts conducted by KLOA, Inc. The following provides a detailed description of the physical characteristics of the roadways including geometry and traffic control, adjacent land uses, and peak hour traffic flows along area roadways. Site Location The site is currently occupied by the Arie Crown Early Childhood Campus in Skokie, Illinois. The site is bounded by Niles Center Road, Conrad Street, Greenleaf Street, and the Skokie Swift south parking lot. Land uses to the north, east, and south are primarily residential. The Skokie Swift CTA rapid transit line and its associated parking lot is located to the north and west. Figure 1 shows the location of the site in relation to the area roadway system. Figure 2 shows an aerial view of the site. Existing Roadway Characteristics Some of the key characteristics of the existing roadways within the study area are described below and are illustrated in Figure 3. Dempster Street (IL Route 58) is an east-west other principal arterial roadway that generally provides two lanes in each direction in the vicinity of the site. At its signalized intersection with the Skokie Swift Access Drive, Dempster Street provides a through lane and a combined through/right-turn lane on the eastbound approach. On the westbound approach, Dempster Street provides a left-turn lane and two through lanes. A paved crosswalk is provided on the west leg and a standard-style crosswalk is provided on the east leg. The west leg has a landscaped median and the east leg has a raised concrete median. Dempster Street is a Strategic Regional Arterial (SRA) and is under the jurisdiction of the Illinois Department of Transportation (IDOT). Dempster Street carries an Annual Average Daily Traffic (AADT) volume of 30,200 vehicles (IDOT 2019). Dempster Street has a posted speed limit of 35 miles per hour. Niles Center Road is a north-south major collector roadway that provides one lane in each direction in the vicinity of the site. At its unsignalized intersections with Conrad Street and Greenleaf Street, Niles Center Road provides a combined left-turn/through/right-turn lane on the northbound and southbound approaches. Niles Center Road is under the jurisdiction of IDOT, carries an AADT volume of 6,700 vehicles (IDOT 2018), and has a posted speed limit of 30 miles per hour. Conrad Street is an east-west local roadway that provides one lane in each direction. At its unsignalized intersection with Niles Center Road, Conrad Street provides a left-turn/through/right- turn lane on the eastbound and westbound approaches, which are under stop sign control. Standard- style crosswalks are provided on the east and west legs. Conrad Street is under the jurisdiction of the Village of Skokie. 8610 Niles Center Road Skokie, Illinois 2  SITE Site Location Figure 1 8610 Niles Center Road Skokie, Illinois 3  SITE Aerial View of Site Figure 2 8610 Niles Center Road Skokie, Illinois 4  N NOT TO SCALE DEMPSTER 58 STREET NI LE S C RO EN STARBUCKS TARGET AD TE R ACC FT WI ES KI VE SKO DRI ESS W LLO YE NE LI O (SK RESIDENTIAL RESIDENTIAL E KI FT) I SW CONRAD STREET LEGEND RESIDENTIAL SITE - TRAVEL LANE - TRAFFIC SIGNAL 30 - STOP SIGN XX - SPEED LIMIT GREENLEAF STREET - NO U-TURN - DO NOT ENTER SIGN RESIDENTIAL 30 - PAVED CROSSWALK RESIDENTIAL - STANDARD CROSSWALK - HIGH VISIBILITY CROSSWALK 8610 Niles Center Road Residential Development Existing Roadway Characteristics Kenig,Lindgren,O'Hara,Aboona,Inc. Skokie, Illinois Job No: 22-406 Figure: 3 Greenleaf Street is an east-west local roadway that provides one lane in each direction. At its unsignalized intersection with Niles Center Road, Greenleaf Street provides a left-turn/through/right- turn lane on the eastbound and westbound approaches, which are under stop sign control. Greenleaf Street is under the jurisdiction of the Village of Skokie. Skokie Swift Access Drive is a north-south access drive that provides access to the Skokie Swift commuter parking lots and Starbucks to the south and provides access from the retail strip to the north. At its signalized intersection with Dempster Street, the access drive provides a left-turn lane and a right-turn lane on the northbound approach. On the southbound approach, which is an exit-only access drive, a combined left-turn/through/right-turn lane is provided. A high-visibility crosswalk is provided on the south leg. Public Transportation The public transportation serving the area is summarized below and illustrated in Figure 4. CTA Rapid Transit. The area is served by the Chicago Transit Authority (CTA) rapid transit “Skokie Swift” Yellow Line via the Dempster-Skokie station, the western most station on the line. The station is located approximately 550 feet to the northwest of the site. The CTA Yellow Line operates daily between Dempster-Skokie and Howard from early morning to late night. Connections to the CTA Red and Purple lines are available at Howard. It should be noted that according to the Transit Friendly Development Guide, produced in part by CDOT (Chicago Department of Transportation) and the CTA, the area surrounding the Dempster- Skokie Yellow Line station is considered a Local Activity Center (LC). This classification describes station areas that exist in the centers of identifiable neighborhoods and is focused on supporting the surrounding area or community. A mixture of higher intensity and denser land uses surround them providing a mix of employment in retail, service, and other sectors. Higher density of residential and employment uses at the core of the local center are common in the immediate surrounding area. CTA Bus Routes. The area is also served by the following bus routes, which have bus stops within the vicinity of the site: • Route 54A (North Cicero/Skokie Boulevard) provides service on Cicero Avenue/Skokie Boulevard between the Irving Park Blue Line station and Old Orchard Mall/Skokie Courthouse. Notable points of interest along the route include Six Corners, Mayfair Milwaukee District-North Metra station, LaBagh Woods Forest Preserve, Oakton Community College, CTA Oakton-Skokie Yellow Line station, CTA Dempster-Skokie Yellow Line station, Weber Leisure Center, Old Orchard Mall, Niles North High School, and the Skokie Courthouse. Service is provided weekdays during morning and evening rush periods. • Route 97 (Skokie) provides service within Skokie between the Howard Red/Purple/Yellow Lines station and Old Orchard Mall. Notable points of interest along the route include the Levy Senior Center, James Park, Skokie Sports Park, the CTA Rail Maintenance Facility, Oakton Park, CTA Oakton-Skokie Yellow Line station, downtown Skokie, CTA Dempster- Skokie Yellow Line station, Weber Leisure Center, and Old Orchard Mall. Service is provided seven days a week, from early morning to late evening. 8610 Niles Center Road Skokie, Illinois 6  N NOT TO SCALE #250 DEMPSTER STREET #626 CAROLSTREET #54A D DEMPSTER- A O SKOKIE CRAI N STREET R STATION T IN PO SS M TER O R CONRAD STREET G NAL SITE I NUE A VE GREENLEAFSTREET LARAM I E AVENUE LECLAI RE AVENUE D OA WRI GHTTERRACE EN TER R NI LES LEESTREET C ELM STREET #97 MAI N STREET LEGEND SKO KI E BO ULEVARD - ROUTE 54A - NORTH CICERO/SKOKIE BOULEVARD - ROUTE 97 - SKOKIE - ROUTE 250 - DEMPSTER STREET - ROUTE 626 - SKOKIE-BUFFALO GROVE LIMITED - CTA YELLOW LINE - BUS STOP - BUS STOP WITH SHELTER 8610 Niles Center Road Residential Development Public Transportation Kenig,Lindgren,O'Hara,Aboona,Inc. Skokie, Illinois Job No: 22-406 Figure: 4 Pace Bus Routes. The area is also served by the following bus routes, which have bus stops within the vicinity of the site: • Route 250 (Dempster Street) provides service on Dempster Street between the CTA Davis Purple Line Station and the O’Hare Multi-Modal Facility (MMF). Notable points of interest along the route include downtown Evanston, CTA Dempster-Skokie Yellow Line station, Notre Dame High School, Lutheran General Hospital, Maine East High School, downtown Des Plaines, Maine West High School, and the Allstate Arena. The O’Hare MMF provides direct access to O’Hare International Airport via the Airport Transit System. Service is provided daily, from early morning to late night. • Route 626 (Skokie-Buffalo Grove Limited) provides service between the Dempster-Skokie Yellow Line station and Lincolnshire Corporate Center. Notable points of interest along the route include Northbrook Court, Lake Cook Road Milwaukee District-North Metra station, Riverwoods Corporate Center, Wolters Kluwer, Riverwalk, the Pace Buffalo Grove Park-n- Ride, and Lincolnshire Corporate Center. Service is provided weekdays during morning and evening rush periods. Existing Traffic Volumes In order to determine current vehicle, pedestrian, and bicycle conditions within the study area, KLOA, Inc. conducted peak period traffic, pedestrian, and bicycle counts during the morning (7:00 A.M. to 9:00 A.M.) and evening (4:00 P.M. to 6:00 P.M.) peak periods, on Tuesday, January 10, 2023 for the following intersections: • Dempster Street with Skokie Swift access drive • Niles Center Road with Conrad Street • Niles Center Road with Greenleaf Street The results of the traffic counts show that the peak hours generally occur between: • 7:45 A.M. and 8:45 A.M. during the weekday morning peak hour • 4:00 P.M. and 5:00 P.M. during the weekday evening peak hour Figure 5 illustrates the existing peak hour vehicle traffic volumes. Figure 6 illustrates the existing peak hour bike and pedestrian volumes. Summaries of the traffic counts are included in the Appendix. 8610 Niles Center Road Skokie, Illinois 8  N 1( 16) 0 ( 0) 1( 8) NOT TO SCALE 838 ( 966) 43 (36) DEMPSTER 58 STREET 800 (959) 96 (80) NI LE 31) ( 30 S C 69) 82 ( RO EN AD TE R ACC FT WI ES KI VE SKO DRI ESS W LLO YE NE LI O (SK E KI FT) I 4 ( SW 6) 201 ( 227 5 ( ) 27 (13) 9) 59 (21) 7 (2) CONRAD STREET 12 (13) 45 17 (29) (19) 251 39 (25) ( 245 ) 8 ( 5 ( 9) 1) SITE 245 ( 255 53 ) ( 26) 35 (13) 4 (3) 8 (4) GREENLEAF STREET 3 (0) 4 (2) 9 ( 257 4) 3 (2) LEGEND ( 245 ) 5 ( 00 - AM PEAK HOUR (7:45-8:45 AM) 10) (00) - PM PEAK HOUR (4:00-5:00 PM) 8610 Niles Center Road Residential Development Existing Traffic Volumes Kenig,Lindgren,O'Hara,Aboona,Inc. Skokie, Illinois Job No: 22-406 Figure: 5  0 ( 0) N 0 (7) NOT TO SCALE 0 ( 0) 1 ( 4) 0 (0) DEMPSTER 0 (0) 58 STREET NI LE 3 (3) S C RO EN FT AD TE 0) WI 0 ( R ACC ES KI VE SKO DRI ESS W LLO YE NE LI O (SK E KI 0 ( FT) 0) I SW 11 (4) 1( 0 (0) 1) 9 ( CONRAD 5) STREET 0 (1) 7 (6) 0 ( 0) 0 ( SITE 0) 1 (1) 9 ( 0 (0) 6) 0 ( GREENLEAF 1) STREET LEGEND 0 (0) 00 - AM PEAK HOUR (7:45-8:45 AM) 0 (1) (00) - PM PEAK HOUR (4:00-5:00 PM) 00 (00) - PEDESTRIAN VOLUME 0 ( - BICYCLE VOLUME 0) 00 (00) 8610 Niles Center Road Existing Pedestrian and Bicycle Residential Development Kenig,Lindgren,O'Hara,Aboona,Inc. Skokie, Illinois Traffic Volumes Job No: 22-406 Figure: 6 Crash Data Summary KLOA, Inc. obtained crash data1 from IDOT for the most recent available past five years (2017 to 2021) for the three intersections in the study area. The crash data is summarized in Tables 1 through 3. No fatal crashes were reported at any of the intersections during the study period. Table 1 DEMPSTER STREET WITH SKOKIE SWIFT ACCESS DRIVE – CRASH SUMMARY Type of Crash Frequency Year Angle Head On Object Rear End Sideswipe Turning Other Total 2017 0 0 0 2 0 0 1 3 2018 0 0 0 2 0 1 0 3 2019 0 0 0 0 1 0 0 1 2020 1 0 0 0 0 0 0 1 2021 0 0 0 0 0 1 0 1 Total 1 0 0 4 1 2 1 9 Average <1.0 0.0 0.0 <1.0 <1.0 <1.0 <1.0 1.8 Table 2 NILES CENTER ROAD WITH CONRAD STREET – CRASH SUMMARY Type of Crash Frequency Year Angle Head On Object Rear End Sideswipe Turning Other Total 2017 1 0 0 0 0 0 0 1 2018 1 0 0 0 0 0 0 1 2019 1 0 0 0 0 0 0 1 2020 0 0 0 0 0 0 1 1 2021 1 0 0 0 0 0 0 1 Total 4 0 0 0 0 0 1 5 Average <1.0 0.0 0.0 0.0 0.0 0.0 <1.0 1.0 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). Additionally, for coding years 2015 to present, the Bureau of Data Collection uses the exact latitude/longitude supplied by the investigating law enforcement agency to locate crashes. Therefore, location data may vary in previous years since data prior to 2015 was physically located by bureau personnel. 8610 Niles Center Road Skokie, Illinois 11 Table 3 NILES CENTER ROAD WITH GREENLEAF STREET – CRASH SUMMARY Type of Crash Frequency Year Angle Head On Object Rear End Sideswipe Turning Other Total 2017 0 0 0 0 0 0 0 0 2018 0 0 0 0 0 0 0 0 2019 0 0 0 0 0 0 0 0 2020 1 0 0 0 0 0 0 1 2021 0 0 0 0 0 1 0 1 Total 1 0 0 0 0 1 0 2 Average <1.0 0.0 0.0 0.0 0.0 <1.0 0.0 <1.0 8610 Niles Center Road Skokie, Illinois 12 3. Traffic Characteristics of the Proposed Development To evaluate the impact of the subject development on the area roadway system, it was necessary to quantify the number of vehicle trips the overall site will generate during the weekday morning and weekday evening peak hours and then determine the directions from which the proposed traffic will approach and depart the site, given the proposed access points that will serve the overall development. Proposed Site and Land-Use Plan As proposed, the site will be developed into a residential development providing 192 apartment units and 131 parking spaces. The development will consist of two seven-story residential buildings joined at the ground level by a covered parking garage, lobby, and resident amenity area. Each building will contain 96 units consisting of six studio units, 66 one-bedroom units, and 24 two-bedroom units. There will be 16 units on each floor. Within the parking garage, 16 bicycle parking spaces will be provided. Access to the garage will be provided via two new access drives, one on Conrad Street and one on Greenleaf Street. The access drives will be full access and will provide one inbound lane and one outbound lane. Outbound movements should be under stop sign control. A copy of the proposed site plan is included in the Appendix. Directional Distribution of Development Traffic The directional distribution of how traffic will approach and depart the site was estimated based on the general travel patterns through the study area derived from the peak hour traffic volumes. Figure 7 shows the directional distribution established for this development. Further, Figure 7 shows the distance, in feet, between the existing and proposed intersections analyzed in this study. Development Traffic Generation The number of peak hour trips estimated to be generated by the proposed residential development was based on vehicle trip generation rates contained in Trip Generation Manual, 11th Edition, published by the Institute of Transportation Engineers (ITE). The Multifamily Housing – Mid-Rise (Land-Use Code 221) rate was used. It should be noted that given the proximity of the site to the Skokie Swift station and based on a review of Census data, approximately 15 percent of residents in the area use public transportation to commute to and from work. As such, the estimated total trips were reduced accordingly. Copies of the ITE trip generation sheets are included in the Appendix. Table 4 tabulates the vehicle trips anticipated for this development for the weekday morning and weekday evening peak hours as well as the daily (two-way) traffic volumes. 8610 Niles Center Road Skokie, Illinois 13  N NOT TO SCALE DEMPSTER 58 STREET 40% NI LE S C RO EN AD TE R ACC FT WI ES KI VE SKO DRI ESS 30% W LLO YE NE LI O (SK E KI FT) I SW 10% CONRAD STREET 345 SITE ' 10% GREENLEAF STREET 10% LEGEND 00% - PERCENT DISTRIBUTION 00' - DISTANCE IN FEET 8610 Niles Center Road Residential Development Directional Distribution Kenig,Lindgren,O'Hara,Aboona,Inc. Skokie, Illinois Job No: 22-406 Figure: 7 Table 4 PROJECTED PEAK HOUR SITE-GENERATED TRIPS ITE Weekday Morning Weekday Evening Land Daily Traffic Type/Size Peak Hour Peak Hour Use Code In Out Total In Out Total In Out Total Multifamily Housing 221 17 56 73 46 29 75 435 435 870 (Mid-Rise) [192 Units] TOD Reduction (15%) -3 -8 -11 -7 -4 -11 -65 -65 -130 Total 14 48 62 39 25 64 370 370 740 Trip Generation Comparison The amount of traffic estimated to be generated by the proposed residential development was compared to the traffic generated by Arie Crown Early Childhood Campus, which currently occupies the site, with a maximum enrollment of 200 children. The trips were estimated utilizing the Day Care (Land-Use Code 565) rate published in the Trip Generation Manual. Table 5 shows the results of the comparison and copies of the ITE trip generation sheets are included in the Appendix. Table 5 TRIP GENERATION COMPARISON ITE Weekday Morning Weekday Evening Land Daily Traffic Type/Size Peak Hour Peak Hour Use Code In Out Total In Out Total In Out Total Proposed Residential 221 Development (192 14 48 62 39 25 64 370 370 740 Units) Arie Crown Campus 565 74 66 140 63 71 134 380 380 760 (200 Students) Difference -60 -18 -78 -24 -46 -70 -10 -10 -20 As can be seen, the proposed development will generate less traffic during the weekday morning and evening peak hours and on a daily basis, and, as such, the proposed development will have a lower traffic impact on area roadways. 8610 Niles Center Road Skokie, Illinois 15 4. Projected Traffic Conditions The total projected traffic volumes include the existing traffic volumes, increase in background traffic due to growth, and the traffic estimated to be generated by the proposed development. Development Traffic Assignment The peak hour traffic volumes projected to be generated by the proposed development (Table 4) were assigned to the area roadways based on the directional distribution analysis (Figure 7). Figure 8 shows the assignment of the new vehicle trips. Year 2029 Background (No-Build) Traffic Conditions 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 Annual Average Daily Traffic (AADT) projections provided by the Chicago Metropolitan Agency for Planning (CMAP) in a letter dated January 16, 2023, the existing traffic volumes are projected to increase by a total of approximately 2.0 percent (0.3 percent compounded annually) to represent Year 2029 no-build conditions (one-year buildout plus five years). A copy of the CMAP projections letter is included in the Appendix. The Year 2029 no-build traffic volumes are illustrated in Figure 9. Year 2029 Total Projected Traffic Volumes The Year 2029 total projected traffic volumes include the Year 2028 no-build traffic volumes (Figure 9) plus the traffic estimated to be generated by the proposed subject development (Figure 8). Figure 10 shows the Year 2029 total projected traffic volumes. 8610 Niles Center Road Skokie, Illinois 16  N NOT TO SCALE 1 (1) DEMPSTER 58 6 (15) STREET NI LE 1) 1( S 10) C 19 ( RO EN AD TE R ACC FT WI ES KI VE SKO DRI 4 ( 10) ESS 13 ( 7) W LLO YE NE LI O (SK E KI FT) I SW 3 ( 7) 1( 3) 1 (4) CONRAD STREET 10 (5) 0 ( 5 (2) 1) 1 (1) 3 ( 2) SITE 1( 3) 1( 1) 1 (4) GREENLEAF STREET 3 (2) 5 (2) 1( 3) 4 (2) 0 ( LEGEND 1) 00 - AM PEAK HOUR (7:45-8:45 AM) (00) - PM PEAK HOUR (4:00-5:00 PM) 8610 Niles Center Road Residential Development Site-Generated Traffic Volumes Kenig,Lindgren,O'Hara,Aboona,Inc. Skokie, Illinois Job No: 22-406 Figure: 8  N 1( 16) 0 ( 0) 1( 8) NOT TO SCALE 855 ( 985) 43 (36) DEMPSTER 58 STREET 816 (978) 96 (80) NI LE 31) ( 30 S C 69) 82 ( RO EN AD TE R ACC FT WI ES KI VE SKO DRI ESS W LLO YE NE LI O (SK E KI FT) I 4 ( SW 6) 205 ( 232 5 ( ) 27 (13) 9) 59 (21) 7 (2) CONRAD STREET 12 (13) 45 17 (29) (19) 256 39 (25) (250 ) 8 ( 5 ( 9) 1) SITE 250 (260 53 ) ( 26) 35 (13) 4 (3) 8 (4) GREENLEAF STREET 3 (0) 4 (2) 9 ( 262 4) 3 (2) LEGEND ( 250 ) 5 ( 00 - AM PEAK HOUR (7:45-8:45 AM) 10) (00) - PM PEAK HOUR (4:00-5:00 PM) 8610 Niles Center Road Residential Development Year 2029 No-Build Traffic Volumes Kenig,Lindgren,O'Hara,Aboona,Inc. Skokie, Illinois Job No: 22-406 Figure: 9  N 1( 16) 0 ( 0) 1( 8) NOT TO SCALE 855 ( 985) 44 (37) DEMPSTER 58 STREET 816 (978) 102 (95) NI LE 32) S 31 ( C 79) ( RO EN 101 AD TE R ACC FT WI ES KI VE SKO DRI ESS W LLO YE NE LI O (SK E KI FT) I 7 ( 13) SW 206 (235 5 ( ) 27 (13) 9) 60 (25) 7 (2) CONRAD STREET 22 (18) 45 22 (31) ( 20) 259 40 (26) ( 252 ) 8 ( 6 ( 9) SITE 251 4) (261 53 ) ( 26) 35 (13) 5 (7) 8 (4) GREENLEAF STREET 6 (2) 9 (4) 10 ( 7) 7 (4) 262 LEGEND ( 251 ) 6 ( 00 - AM PEAK HOUR (7:45-8:45 AM) 10) (00) - PM PEAK HOUR (4:00-5:00 PM) 8610 Niles Center Road Residential Development Year 2029 Total Traffic Volumes Kenig,Lindgren,O'Hara,Aboona,Inc. Skokie, Illinois Job No: 22-406 Figure: 10 5. Traffic Analysis and Recommendations The following provides an evaluation conducted for the weekday midday and weekday evening 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 Intersection analyses were performed for the weekday morning and weekday evening for the existing, Year 2029 no-build, and Year 2029 total projected traffic volumes. The traffic analyses were performed using the methodologies outlined in the Transportation Research Board’s Highway Capacity Manual (HCM), 6th Edition and analyzed using Synchro/SimTraffic 11 software. The analysis for the traffic-signal controlled intersections were accomplished using existing 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 Year 2029 total projected conditions are presented in Tables 6 through 9. A discussion of the intersections follows. Summary sheets for the capacity analyses are included in the Appendix. 8610 Niles Center Road Skokie, Illinois 20 Table 6 DEMSTER STREET WITH SKOKIE SWIFT ACCESS DRIVE – SIGNALIZED Eastbound Westbound Northbound Southbound Peak Hour Overall T/R L T L R L/T/R A A E D Weekday 3.6 3.9 62.3 51.4 A A – 7.6 D – 44.0 Existing Morning A – 3.8 E – 59.4 9.0 Conditions A A E D Weekday 3.4 3.7 61.9 53.7 A A – 6.8 D – 48.2 Evening 8.3 A – 3.7 E – 59.3 A A E D Year 2029 No- Weekday 3.6 3.9 62.3 51.4 A A – 7.6 D – 44.0 Morning 9.0 A – 3.9 E – 59.4 A A E D Build Conditions Weekday 3.4 3.8 61.9 53.7 A A – 6.9 D – 48.2 Evening 8.3 A – 3.8 E – 59.3 A A E D Weekday 4.2 4.8 62.6 48.8 B Year 2029 A – 8.9 D – 42.0 Morning 10.4 A – 4.7 E – 59.4 Projected A A E D Conditions Weekday 3.7 4.1 62.8 52.2 A A – 7.4 D – 47.0 Evening 8.9 A – 4.0 E – 59.7 Letter denotes Level of Service L – Left Turn R – Right Turn Delay is measured in seconds. T – Through 8610 Niles Center Road Skokie, Illinois 21 Table 7 CAPACITY ANALYSIS RESULTS – EXISTING CONDITIONS – UNSIGNALIZED Weekday Morning Weekday Evening Intersection Peak Hour Peak Hour LOS Delay LOS Delay Niles Center Road with Conrad Street1 • Eastbound Approach B 13.0 B 14.0 • Westbound Approach C 15.2 B 13.2 • Northbound Left Turn A 7.7 A 7.8 • Southbound Left Turn A 7.8 A 7.8 Niles Center Road with Greenleaf Street1 • Eastbound Approach C 15.4 B 12.6 • Westbound Approach B 12.4 B 12.0 • Northbound Left Turn A 7.9 A 8.2 • Southbound Left Turn A 8.0 A 7.9 LOS = Level of Service 1 – Two-way stop control Delay is measured in seconds. Table 8 CAPACITY ANALYSIS RESULTS – YEAR 2029 NO-BUILD CONDITIONS – UNSIGNALIZED Weekday Morning Weekday Evening Intersection Peak Hour Peak Hour LOS Delay LOS Delay Niles Center Road with Conrad Street1 • Eastbound Approach B 13.0 B 14.2 • Westbound Approach C 15.4 B 13.4 • Northbound Left Turn A 7.7 A 7.8 • Southbound Left Turn A 7.8 A 7.8 Niles Center Road with Greenleaf Street1 • Eastbound Approach C 15.6 B 12.7 • Westbound Approach B 12.5 B 12.1 • Northbound Left Turn A 7.9 A 8.2 • Southbound Left Turn A 8.0 A 7.9 LOS = Level of Service 1 – Two-way stop control Delay is measured in seconds. 8610 Niles Center Road Skokie, Illinois 22 Table 9 CAPACITY ANALYSIS RESULTS – YEAR 2029 TOTAL CONDITIONS – UNSIGNALIZED Weekday Morning Weekday Evening Intersection Peak Hour Peak Hour LOS Delay LOS Delay Niles Center Road with Conrad Street1 • Eastbound Approach B 14.5 B 14.9 • Westbound Approach C 15.6 B 13.8 • Northbound Left Turn A 7.8 A 7.8 • Southbound Left Turn A 7.8 A 7.9 Niles Center Road with Greenleaf Street1 • Eastbound Approach C 16.0 B 13.7 • Westbound Approach B 12.8 B 12.9 • Northbound Left Turn A 7.9 A 8.3 • Southbound Left Turn A 8.0 A 7.9 LOS = Level of Service 1 – Two-way stop control Delay is measured in seconds. 8610 Niles Center Road Skokie, Illinois 23 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 development-generated traffic. Dempster Street with Skokie Swift Access Drive The results of the capacity analysis indicate that currently the intersection operates overall at Level of Service (LOS) A during the weekday morning and weekday evening peak hours. The eastbound and westbound approaches currently operate at LOS A during the peak hours. The northbound and southbound approaches currently operate at LOS E or better during the peak hours. This is common and expected when a minor approach intersects with a major approach as the major approach, especially along an SRA route, is allocated the majority of the green time during a signal cycle. Under Year 2029 no-build conditions, the overall intersection and approaches are projected to continue operating at the current levels of service with increases in delay of less than one second over existing conditions. Under Year 2029 total projected conditions, the intersection is projected to operate at LOS B during the weekday morning peak hour and LOS A during the weekday evening peak hour with increases in delay of approximately one second or less over no-build conditions. The eastbound and westbound approaches are projected to operate at LOS A during the peak hours. The northbound and southbound approaches are projected to operate at LOS E or better during the peak hours. As such, the intersection has sufficient capacity to accommodate the traffic projected to be generated by the proposed residential development and no roadway or traffic signal improvements are needed at the intersection in conjunction with the proposed development. Niles Center Road with Conrad Street The results of the capacity analysis indicates that the eastbound and westbound approaches currently operate at LOS C or better during the weekday morning and weekday evening peak hours. The northbound and southbound left turns currently operate at LOS A during the peak hours. Under Year 2029 no-build and total projected conditions, the eastbound and westbound approaches are projected to continue operating at LOS C or better during the peak hours with increases in delay of approximately two seconds or less over existing conditions. The northbound and southbound left turns are projected to continue to operate at LOS A during the peak hours. As such, no roadway or traffic control improvements are needed in conjunction with the proposed development. Niles Center Road with Greenleaf Street The results of the capacity analysis indicates that the eastbound and westbound approaches currently operate at LOS C or better during the weekday morning and evening peak hours. The northbound and southbound left turns currently operate at LOS A during the peak hours. Under Year 2029 no-build and total projected conditions, the eastbound and westbound approaches are projected to continue operating at LOS C or better during the peak hours with increases in delay of approximately one second or less over existing conditions. The northbound and southbound left turns are projected to continue to operate at LOS A during the peak hours. As such, no roadway or traffic control improvements are needed in conjunction with the proposed development. 8610 Niles Center Road Skokie, Illinois 24 Parking Evaluation As indicated earlier, the proposed development with 192 units will provide 131 parking spaces, which translates into a ratio of 0.68 spaces per unit. While this ratio is lower than the Village of Skokie requirements and the ITE Parking Generation Manual (1.07 spaces per unit for transit served locations), the proposed parking supply should be adequate for the following reasons: • The site is located in close proximity to the Skokie Swift station, qualifying it as a Transit- Oriented Development (TOD) • As discussed earlier and based on Census data, approximately 15 percent of residents will be expected to utilize public transportation. • Approximately 75 percent of the proposed units will be studios and one-bedrooms, thus having a lower parking requirement. • Should additional parking be required, the adjacent Skokie Swift commuter parking lot can be utilized by residents and/or guests. This is especially true on weekday evenings/nights and weekends, when the commuter parking demand is minimal. 8610 Niles Center Road Skokie, Illinois 25 6. Conclusion Based on the proceeding analyses and recommendations, the following conclusions have been made: • The site is well-located with respect to the local and regional roadway system. • The site is located in close proximity to the Skokie Swift station, which qualifies it as a Transit-Oriented Development (TOD). • The traffic that will be generated by the proposed development will not be significant and can be accommodated by the existing roadway system. • When compared to the traffic generated by Arie Crown Early Childhood Campus, the proposed development will generate less traffic during the weekday morning and evening peak hours and, as such, the proposed development will have a lower traffic impact on area roadways. • The proposed access drives will be adequate in accommodating traffic entering and exiting the site. • The proposed parking supply in combination with available parking in the Skokie Swift station parking lot will be adequate in meeting the parking needs of the proposed development. 8610 Niles Center Road Skokie, Illinois 26  Appendix Traffic Count Summary Sheets Site Plan ITE Trip Generation Sheets CMAP 2050 Projections Letter Level of Service Criteria Capacity Analysis Summary Sheets Traffic Count Summary Sheets  Kenig Lindgren O'Hara Aboona, Inc. Count Name: Dempster St with Skokie Swift 9575 W. Higgins Rd., Suite 400 Access Dr Site Code: Rosemont, Illinois, United States 60018 Start Date: 01/10/2023 (847)518-9990 kpachowicz@kloainc.com Page No: 1 Turning Movement Data Dempster St Dempster St Skokie Swift Access Dr Access Dr Eastbound Westbound Northbound Southbound Start Time App. App. App. App. U-Turn Left Thru Right Peds U-Turn Left Thru Right Peds U-Turn Left Thru Right Peds U-Turn Left Thru Right Peds Int. Total Total Total Total Total 7:00 AM 0 0 176 24 0 200 0 11 204 0 1 215 0 11 0 7 2 18 0 0 0 0 0 0 433 7:15 AM 0 0 175 22 0 197 0 18 233 0 0 251 0 12 0 10 1 22 0 0 0 0 0 0 470 7:30 AM 0 0 197 26 0 223 0 10 230 0 0 240 0 22 0 7 1 29 0 0 0 0 0 0 492 7:45 AM 0 0 211 33 0 244 0 12 192 0 0 204 0 20 0 7 0 27 0 1 0 0 0 1 476 Hourly Total 0 0 759 105 0 864 0 51 859 0 1 910 0 65 0 31 4 96 0 1 0 0 0 1 1871 8:00 AM 0 0 202 16 0 218 0 9 222 0 1 231 0 23 0 8 2 31 0 0 0 0 0 0 480 8:15 AM 0 0 201 25 0 226 1 11 207 0 0 219 0 27 0 6 1 33 0 0 0 0 0 0 478 8:30 AM 1 0 185 22 0 208 0 10 217 0 0 227 0 12 0 9 0 21 0 0 0 1 0 1 457 8:45 AM 0 0 209 17 0 226 0 13 155 0 0 168 0 11 0 9 0 20 0 0 0 0 0 0 414 Hourly Total 1 0 797 80 0 878 1 43 801 0 1 845 0 73 0 32 3 105 0 0 0 1 0 1 1829 *** BREAK *** - - - - - - - - - - - - - - - - - - - - - - - - - 4:00 PM 0 0 242 12 0 254 0 9 234 0 0 243 0 20 2 7 1 29 0 1 0 3 1 4 530 4:15 PM 0 0 241 22 0 263 0 8 228 0 1 236 0 22 0 8 1 30 0 4 0 3 3 7 536 4:30 PM 0 0 217 27 0 244 0 10 264 0 3 274 0 19 0 8 1 27 0 0 0 7 2 7 552 4:45 PM 1 0 258 19 0 278 0 9 240 0 0 249 0 6 0 8 0 14 0 3 0 3 1 6 547 Hourly Total 1 0 958 80 0 1039 0 36 966 0 4 1002 0 67 2 31 3 100 0 8 0 16 7 24 2165 5:00 PM 0 0 222 12 0 234 0 12 228 0 0 240 0 23 0 11 2 34 0 0 0 0 1 0 508 5:15 PM 0 0 264 25 0 289 0 8 233 0 1 241 0 12 0 9 4 21 0 1 0 3 1 4 555 5:30 PM 0 0 222 12 0 234 0 7 195 1 1 203 0 19 0 7 0 26 0 3 0 0 2 3 466 5:45 PM 0 0 230 18 0 248 0 7 167 0 1 174 0 9 0 9 1 18 0 1 0 2 0 3 443 Hourly Total 0 0 938 67 0 1005 0 34 823 1 3 858 0 63 0 36 7 99 0 5 0 5 4 10 1972 Grand Total 2 0 3452 332 0 3786 1 164 3449 1 9 3615 0 268 2 130 17 400 0 14 0 22 11 36 7837 Approach % 0.1 0.0 91.2 8.8 - - 0.0 4.5 95.4 0.0 - - 0.0 67.0 0.5 32.5 - - 0.0 38.9 0.0 61.1 - - - Total % 0.0 0.0 44.0 4.2 - 48.3 0.0 2.1 44.0 0.0 - 46.1 0.0 3.4 0.0 1.7 - 5.1 0.0 0.2 0.0 0.3 - 0.5 - Lights 2 0 3356 307 - 3665 1 109 3380 1 - 3491 0 247 2 71 - 320 0 14 0 22 - 36 7512 % Lights 100.0 - 97.2 92.5 - 96.8 100.0 66.5 98.0 100.0 - 96.6 - 92.2 100.0 54.6 - 80.0 - 100.0 - 100.0 - 100.0 95.9 Buses 0 0 20 21 - 41 0 52 11 0 - 63 0 21 0 55 - 76 0 0 0 0 - 0 180 % Buses 0.0 - 0.6 6.3 - 1.1 0.0 31.7 0.3 0.0 - 1.7 - 7.8 0.0 42.3 - 19.0 - 0.0 - 0.0 - 0.0 2.3 Single-Unit Trucks 0 0 52 3 - 55 0 3 37 0 - 40 0 0 0 3 - 3 0 0 0 0 - 0 98 % Single-Unit 0.0 - 1.5 0.9 - 1.5 0.0 1.8 1.1 0.0 - 1.1 - 0.0 0.0 2.3 - 0.8 - 0.0 - 0.0 - 0.0 1.3 Trucks Articulated Trucks 0 0 24 0 - 24 0 0 21 0 - 21 0 0 0 1 - 1 0 0 0 0 - 0 46 % Articulated 0.0 - 0.7 0.0 - 0.6 0.0 0.0 0.6 0.0 - 0.6 - 0.0 0.0 0.8 - 0.3 - 0.0 - 0.0 - 0.0 0.6 Trucks Bicycles on Road 0 0 0 1 - 1 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 1 % Bicycles on 0.0 - 0.0 0.3 - 0.0 0.0 0.0 0.0 0.0 - 0.0 - 0.0 0.0 0.0 - 0.0 - 0.0 - 0.0 - 0.0 0.0 Road Pedestrians - - - - 0 - - - - - 9 - - - - - 17 - - - - - 11 - - % Pedestrians - - - - - - - - - - 100.0 - - - - - 100.0 - - - - - 100.0 - -  Kenig Lindgren O'Hara Aboona, Inc. Count Name: Dempster St with Skokie Swift 9575 W. Higgins Rd., Suite 400 Access Dr Site Code: Rosemont, Illinois, United States 60018 Start Date: 01/10/2023 (847)518-9990 kpachowicz@kloainc.com Page No: 3 Turning Movement Peak Hour Data (7:45 AM) Dempster St Dempster St Skokie Swift Access Dr Access Dr Eastbound Westbound Northbound Southbound Start Time App. App. App. App. U-Turn Left Thru Right Peds U-Turn Left Thru Right Peds U-Turn Left Thru Right Peds U-Turn Left Thru Right Peds Int. Total Total Total Total Total 7:45 AM 0 0 211 33 0 244 0 12 192 0 0 204 0 20 0 7 0 27 0 1 0 0 0 1 476 8:00 AM 0 0 202 16 0 218 0 9 222 0 1 231 0 23 0 8 2 31 0 0 0 0 0 0 480 8:15 AM 0 0 201 25 0 226 1 11 207 0 0 219 0 27 0 6 1 33 0 0 0 0 0 0 478 8:30 AM 1 0 185 22 0 208 0 10 217 0 0 227 0 12 0 9 0 21 0 0 0 1 0 1 457 Total 1 0 799 96 0 896 1 42 838 0 1 881 0 82 0 30 3 112 0 1 0 1 0 2 1891 Approach % 0.1 0.0 89.2 10.7 - - 0.1 4.8 95.1 0.0 - - 0.0 73.2 0.0 26.8 - - 0.0 50.0 0.0 50.0 - - - Total % 0.1 0.0 42.3 5.1 - 47.4 0.1 2.2 44.3 0.0 - 46.6 0.0 4.3 0.0 1.6 - 5.9 0.0 0.1 0.0 0.1 - 0.1 - PHF 0.250 0.000 0.947 0.727 - 0.918 0.250 0.875 0.944 0.000 - 0.953 0.000 0.759 0.000 0.833 - 0.848 0.000 0.250 0.000 0.250 - 0.500 0.985 Lights 1 0 762 91 - 854 1 29 818 0 - 848 0 76 0 16 - 92 0 1 0 1 - 2 1796 % Lights 100.0 - 95.4 94.8 - 95.3 100.0 69.0 97.6 - - 96.3 - 92.7 - 53.3 - 82.1 - 100.0 - 100.0 - 100.0 95.0 Buses 0 0 6 3 - 9 0 13 2 0 - 15 0 6 0 11 - 17 0 0 0 0 - 0 41 % Buses 0.0 - 0.8 3.1 - 1.0 0.0 31.0 0.2 - - 1.7 - 7.3 - 36.7 - 15.2 - 0.0 - 0.0 - 0.0 2.2 Single-Unit Trucks 0 0 23 2 - 25 0 0 10 0 - 10 0 0 0 2 - 2 0 0 0 0 - 0 37 % Single-Unit 0.0 - 2.9 2.1 - 2.8 0.0 0.0 1.2 - - 1.1 - 0.0 - 6.7 - 1.8 - 0.0 - 0.0 - 0.0 2.0 Trucks Articulated Trucks 0 0 8 0 - 8 0 0 8 0 - 8 0 0 0 1 - 1 0 0 0 0 - 0 17 % Articulated 0.0 - 1.0 0.0 - 0.9 0.0 0.0 1.0 - - 0.9 - 0.0 - 3.3 - 0.9 - 0.0 - 0.0 - 0.0 0.9 Trucks Bicycles on Road 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 % Bicycles on 0.0 - 0.0 0.0 - 0.0 0.0 0.0 0.0 - - 0.0 - 0.0 - 0.0 - 0.0 - 0.0 - 0.0 - 0.0 0.0 Road Pedestrians - - - - 0 - - - - - 1 - - - - - 3 - - - - - 0 - - % Pedestrians - - - - - - - - - - 100.0 - - - - - 100.0 - - - - - - - -  Kenig Lindgren O'Hara Aboona, Inc. Count Name: Dempster St with Skokie Swift 9575 W. Higgins Rd., Suite 400 Access Dr Site Code: Rosemont, Illinois, United States 60018 Start Date: 01/10/2023 (847)518-9990 kpachowicz@kloainc.com Page No: 4 Turning Movement Peak Hour Data (4:00 PM) Dempster St Dempster St Skokie Swift Access Dr Access Dr Eastbound Westbound Northbound Southbound Start Time App. App. App. App. U-Turn Left Thru Right Peds U-Turn Left Thru Right Peds U-Turn Left Thru Right Peds U-Turn Left Thru Right Peds Int. Total Total Total Total Total 4:00 PM 0 0 242 12 0 254 0 9 234 0 0 243 0 20 2 7 1 29 0 1 0 3 1 4 530 4:15 PM 0 0 241 22 0 263 0 8 228 0 1 236 0 22 0 8 1 30 0 4 0 3 3 7 536 4:30 PM 0 0 217 27 0 244 0 10 264 0 3 274 0 19 0 8 1 27 0 0 0 7 2 7 552 4:45 PM 1 0 258 19 0 278 0 9 240 0 0 249 0 6 0 8 0 14 0 3 0 3 1 6 547 Total 1 0 958 80 0 1039 0 36 966 0 4 1002 0 67 2 31 3 100 0 8 0 16 7 24 2165 Approach % 0.1 0.0 92.2 7.7 - - 0.0 3.6 96.4 0.0 - - 0.0 67.0 2.0 31.0 - - 0.0 33.3 0.0 66.7 - - - Total % 0.0 0.0 44.2 3.7 - 48.0 0.0 1.7 44.6 0.0 - 46.3 0.0 3.1 0.1 1.4 - 4.6 0.0 0.4 0.0 0.7 - 1.1 - PHF 0.250 0.000 0.928 0.741 - 0.934 0.000 0.900 0.915 0.000 - 0.914 0.000 0.761 0.250 0.969 - 0.833 0.000 0.500 0.000 0.571 - 0.857 0.981 Lights 1 0 947 73 - 1021 0 24 948 0 - 972 0 62 2 17 - 81 0 8 0 16 - 24 2098 % Lights 100.0 - 98.9 91.3 - 98.3 - 66.7 98.1 - - 97.0 - 92.5 100.0 54.8 - 81.0 - 100.0 - 100.0 - 100.0 96.9 Buses 0 0 2 7 - 9 0 12 2 0 - 14 0 5 0 14 - 19 0 0 0 0 - 0 42 % Buses 0.0 - 0.2 8.8 - 0.9 - 33.3 0.2 - - 1.4 - 7.5 0.0 45.2 - 19.0 - 0.0 - 0.0 - 0.0 1.9 Single-Unit Trucks 0 0 5 0 - 5 0 0 12 0 - 12 0 0 0 0 - 0 0 0 0 0 - 0 17 % Single-Unit 0.0 - 0.5 0.0 - 0.5 - 0.0 1.2 - - 1.2 - 0.0 0.0 0.0 - 0.0 - 0.0 - 0.0 - 0.0 0.8 Trucks Articulated Trucks 0 0 4 0 - 4 0 0 4 0 - 4 0 0 0 0 - 0 0 0 0 0 - 0 8 % Articulated 0.0 - 0.4 0.0 - 0.4 - 0.0 0.4 - - 0.4 - 0.0 0.0 0.0 - 0.0 - 0.0 - 0.0 - 0.0 0.4 Trucks Bicycles on Road 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 % Bicycles on 0.0 - 0.0 0.0 - 0.0 - 0.0 0.0 - - 0.0 - 0.0 0.0 0.0 - 0.0 - 0.0 - 0.0 - 0.0 0.0 Road Pedestrians - - - - 0 - - - - - 4 - - - - - 3 - - - - - 7 - - % Pedestrians - - - - - - - - - - 100.0 - - - - - 100.0 - - - - - 100.0 - -  Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400 Count Name: Conrad St with Niles Center Rd. Site Code: Rosemont, Illinois, United States 60018 Start Date: 01/10/2023 (847)518-9990 kpachowicz@kloainc.com Page No: 1 Turning Movement Data Conrad St Conrad St Niles Center Rd Niles Center Rd Eastbound Westbound Northbound Southbound Start Time App. App. App. App. U-Turn Left Thru Right Peds U-Turn Left Thru Right Peds U-Turn Left Thru Right Peds U-Turn Left Thru Right Peds Int. Total Total Total Total Total 7:00 AM 0 0 1 2 0 3 0 2 0 2 0 4 0 0 32 0 1 32 0 1 21 0 0 22 61 7:15 AM 0 2 7 2 0 11 0 0 2 3 0 5 0 2 25 2 0 29 0 1 20 0 0 21 66 7:30 AM 0 5 6 6 1 17 0 3 7 5 2 15 0 1 43 0 5 44 0 3 38 1 0 42 118 7:45 AM 0 0 3 12 1 15 0 3 2 2 6 7 0 6 62 1 2 69 0 4 55 1 7 60 151 Hourly Total 0 7 17 22 2 46 0 8 11 12 8 31 0 9 162 3 8 174 0 9 134 2 7 145 396 8:00 AM 0 2 4 4 0 10 0 0 20 6 1 26 0 12 62 4 2 78 0 0 60 0 0 60 174 8:15 AM 0 4 3 9 0 16 0 3 24 14 2 41 0 18 57 0 3 75 0 1 43 1 4 45 177 8:30 AM 0 6 7 14 0 27 1 0 13 5 0 19 0 9 70 3 0 82 0 0 43 2 0 45 173 8:45 AM 0 4 4 9 0 17 0 1 6 2 1 9 0 4 51 3 2 58 0 0 32 0 1 32 116 Hourly Total 0 16 18 36 0 70 1 4 63 27 4 95 0 43 240 10 7 293 0 1 178 3 5 182 640 *** BREAK *** - - - - - - - - - - - - - - - - - - - - - - - - - 4:00 PM 0 5 13 6 0 24 1 1 11 2 2 15 0 7 63 4 1 74 0 4 54 1 1 59 172 4:15 PM 0 0 3 8 0 11 0 0 4 4 0 8 0 6 50 2 1 58 1 0 55 0 0 56 133 4:30 PM 0 3 9 7 1 19 0 0 4 6 1 10 0 4 62 2 1 68 0 2 58 5 3 65 162 4:45 PM 0 5 4 4 0 13 0 0 2 1 2 3 0 2 70 1 3 73 0 2 60 0 0 62 151 Hourly Total 0 13 29 25 1 67 1 1 21 13 5 36 0 19 245 9 6 273 1 8 227 6 4 242 618 5:00 PM 0 3 4 6 0 13 0 2 1 5 1 8 0 3 56 1 1 60 0 2 60 2 0 64 145 5:15 PM 0 4 6 5 0 15 0 1 1 2 0 4 0 1 59 1 0 61 0 6 54 2 0 62 142 5:30 PM 0 5 5 7 0 17 0 2 2 4 1 8 0 4 74 2 0 80 0 3 58 0 1 61 166 5:45 PM 0 6 3 2 3 11 0 0 2 4 1 6 0 5 77 0 5 82 0 1 53 0 0 54 153 Hourly Total 0 18 18 20 3 56 0 5 6 15 3 26 0 13 266 4 6 283 0 12 225 4 1 241 606 Grand Total 0 54 82 103 6 239 2 18 101 67 20 188 0 84 913 26 27 1023 1 30 764 15 17 810 2260 Approach % 0.0 22.6 34.3 43.1 - - 1.1 9.6 53.7 35.6 - - 0.0 8.2 89.2 2.5 - - 0.1 3.7 94.3 1.9 - - - Total % 0.0 2.4 3.6 4.6 - 10.6 0.1 0.8 4.5 3.0 - 8.3 0.0 3.7 40.4 1.2 - 45.3 0.0 1.3 33.8 0.7 - 35.8 - Lights 0 53 80 100 - 233 2 17 101 66 - 186 0 84 876 23 - 983 1 30 742 15 - 788 2190 % Lights - 98.1 97.6 97.1 - 97.5 100.0 94.4 100.0 98.5 - 98.9 - 100.0 95.9 88.5 - 96.1 100.0 100.0 97.1 100.0 - 97.3 96.9 Buses 0 1 1 1 - 3 0 1 0 0 - 1 0 0 26 3 - 29 0 0 15 0 - 15 48 % Buses - 1.9 1.2 1.0 - 1.3 0.0 5.6 0.0 0.0 - 0.5 - 0.0 2.8 11.5 - 2.8 0.0 0.0 2.0 0.0 - 1.9 2.1 Single-Unit Trucks 0 0 0 2 - 2 0 0 0 1 - 1 0 0 11 0 - 11 0 0 2 0 - 2 16 % Single-Unit - 0.0 0.0 1.9 - 0.8 0.0 0.0 0.0 1.5 - 0.5 - 0.0 1.2 0.0 - 1.1 0.0 0.0 0.3 0.0 - 0.2 0.7 Trucks Articulated Trucks 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0 5 0 - 5 5 % Articulated - 0.0 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0 - 0.0 - 0.0 0.0 0.0 - 0.0 0.0 0.0 0.7 0.0 - 0.6 0.2 Trucks Bicycles on Road 0 0 1 0 - 1 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 1 % Bicycles on - 0.0 1.2 0.0 - 0.4 0.0 0.0 0.0 0.0 - 0.0 - 0.0 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0 - 0.0 0.0 Road Pedestrians - - - - 6 - - - - - 20 - - - - - 27 - - - - - 17 - - % Pedestrians - - - - 100.0 - - - - - 100.0 - - - - - 100.0 - - - - - 100.0 - -  Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400 Count Name: Conrad St with Niles Center Rd. Site Code: Rosemont, Illinois, United States 60018 Start Date: 01/10/2023 (847)518-9990 kpachowicz@kloainc.com Page No: 3 Turning Movement Peak Hour Data (7:45 AM) Conrad St Conrad St Niles Center Rd Niles Center Rd Eastbound Westbound Northbound Southbound Start Time App. App. App. App. U-Turn Left Thru Right Peds U-Turn Left Thru Right Peds U-Turn Left Thru Right Peds U-Turn Left Thru Right Peds Int. Total Total Total Total Total 7:45 AM 0 0 3 12 1 15 0 3 2 2 6 7 0 6 62 1 2 69 0 4 55 1 7 60 151 8:00 AM 0 2 4 4 0 10 0 0 20 6 1 26 0 12 62 4 2 78 0 0 60 0 0 60 174 8:15 AM 0 4 3 9 0 16 0 3 24 14 2 41 0 18 57 0 3 75 0 1 43 1 4 45 177 8:30 AM 0 6 7 14 0 27 1 0 13 5 0 19 0 9 70 3 0 82 0 0 43 2 0 45 173 Total 0 12 17 39 1 68 1 6 59 27 9 93 0 45 251 8 7 304 0 5 201 4 11 210 675 Approach % 0.0 17.6 25.0 57.4 - - 1.1 6.5 63.4 29.0 - - 0.0 14.8 82.6 2.6 - - 0.0 2.4 95.7 1.9 - - - Total % 0.0 1.8 2.5 5.8 - 10.1 0.1 0.9 8.7 4.0 - 13.8 0.0 6.7 37.2 1.2 - 45.0 0.0 0.7 29.8 0.6 - 31.1 - PHF 0.000 0.500 0.607 0.696 - 0.630 0.250 0.500 0.615 0.482 - 0.567 0.000 0.625 0.896 0.500 - 0.927 0.000 0.313 0.838 0.500 - 0.875 0.953 Lights 0 12 17 37 - 66 1 5 59 27 - 92 0 45 236 7 - 288 0 5 193 4 - 202 648 % Lights - 100.0 100.0 94.9 - 97.1 100.0 83.3 100.0 100.0 - 98.9 - 100.0 94.0 87.5 - 94.7 - 100.0 96.0 100.0 - 96.2 96.0 Buses 0 0 0 1 - 1 0 1 0 0 - 1 0 0 9 1 - 10 0 0 4 0 - 4 16 % Buses - 0.0 0.0 2.6 - 1.5 0.0 16.7 0.0 0.0 - 1.1 - 0.0 3.6 12.5 - 3.3 - 0.0 2.0 0.0 - 1.9 2.4 Single-Unit Trucks 0 0 0 1 - 1 0 0 0 0 - 0 0 0 6 0 - 6 0 0 1 0 - 1 8 % Single-Unit - 0.0 0.0 2.6 - 1.5 0.0 0.0 0.0 0.0 - 0.0 - 0.0 2.4 0.0 - 2.0 - 0.0 0.5 0.0 - 0.5 1.2 Trucks Articulated Trucks 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0 3 0 - 3 3 % Articulated - 0.0 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0 - 0.0 - 0.0 0.0 0.0 - 0.0 - 0.0 1.5 0.0 - 1.4 0.4 Trucks Bicycles on Road 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 % Bicycles on - 0.0 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0 - 0.0 - 0.0 0.0 0.0 - 0.0 - 0.0 0.0 0.0 - 0.0 0.0 Road Pedestrians - - - - 1 - - - - - 9 - - - - - 7 - - - - - 11 - - % Pedestrians - - - - 100.0 - - - - - 100.0 - - - - - 100.0 - - - - - 100.0 - -  Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400 Count Name: Conrad St with Niles Center Rd. Site Code: Rosemont, Illinois, United States 60018 Start Date: 01/10/2023 (847)518-9990 kpachowicz@kloainc.com Page No: 4 Turning Movement Peak Hour Data (4:00 PM) Conrad St Conrad St Niles Center Rd Niles Center Rd Eastbound Westbound Northbound Southbound Start Time App. App. App. App. U-Turn Left Thru Right Peds U-Turn Left Thru Right Peds U-Turn Left Thru Right Peds U-Turn Left Thru Right Peds Int. Total Total Total Total Total 4:00 PM 0 5 13 6 0 24 1 1 11 2 2 15 0 7 63 4 1 74 0 4 54 1 1 59 172 4:15 PM 0 0 3 8 0 11 0 0 4 4 0 8 0 6 50 2 1 58 1 0 55 0 0 56 133 4:30 PM 0 3 9 7 1 19 0 0 4 6 1 10 0 4 62 2 1 68 0 2 58 5 3 65 162 4:45 PM 0 5 4 4 0 13 0 0 2 1 2 3 0 2 70 1 3 73 0 2 60 0 0 62 151 Total 0 13 29 25 1 67 1 1 21 13 5 36 0 19 245 9 6 273 1 8 227 6 4 242 618 Approach % 0.0 19.4 43.3 37.3 - - 2.8 2.8 58.3 36.1 - - 0.0 7.0 89.7 3.3 - - 0.4 3.3 93.8 2.5 - - - Total % 0.0 2.1 4.7 4.0 - 10.8 0.2 0.2 3.4 2.1 - 5.8 0.0 3.1 39.6 1.5 - 44.2 0.2 1.3 36.7 1.0 - 39.2 - PHF 0.000 0.650 0.558 0.781 - 0.698 0.250 0.250 0.477 0.542 - 0.600 0.000 0.679 0.875 0.563 - 0.922 0.250 0.500 0.946 0.300 - 0.931 0.898 Lights 0 12 27 25 - 64 1 1 21 13 - 36 0 19 236 8 - 263 1 8 222 6 - 237 600 % Lights - 92.3 93.1 100.0 - 95.5 100.0 100.0 100.0 100.0 - 100.0 - 100.0 96.3 88.9 - 96.3 100.0 100.0 97.8 100.0 - 97.9 97.1 Buses 0 1 1 0 - 2 0 0 0 0 - 0 0 0 7 1 - 8 0 0 3 0 - 3 13 % Buses - 7.7 3.4 0.0 - 3.0 0.0 0.0 0.0 0.0 - 0.0 - 0.0 2.9 11.1 - 2.9 0.0 0.0 1.3 0.0 - 1.2 2.1 Single-Unit Trucks 0 0 0 0 - 0 0 0 0 0 - 0 0 0 2 0 - 2 0 0 1 0 - 1 3 % Single-Unit - 0.0 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0 - 0.0 - 0.0 0.8 0.0 - 0.7 0.0 0.0 0.4 0.0 - 0.4 0.5 Trucks Articulated Trucks 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0 1 0 - 1 1 % Articulated - 0.0 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0 - 0.0 - 0.0 0.0 0.0 - 0.0 0.0 0.0 0.4 0.0 - 0.4 0.2 Trucks Bicycles on Road 0 0 1 0 - 1 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 1 % Bicycles on - 0.0 3.4 0.0 - 1.5 0.0 0.0 0.0 0.0 - 0.0 - 0.0 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0 - 0.0 0.2 Road Pedestrians - - - - 1 - - - - - 5 - - - - - 6 - - - - - 4 - - % Pedestrians - - - - 100.0 - - - - - 100.0 - - - - - 100.0 - - - - - 100.0 - -  Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400 Count Name: Niles Center Rd with Greenleaf St Site Code: Rosemont, Illinois, United States 60018 Start Date: 01/10/2023 (847)518-9990 kpachowicz@kloainc.com Page No: 1 Turning Movement Data Greenleaf St Greenleaf St Niles Center Rd Niles Center Rd Eastbound Westbound Northbound Southbound Start Time App. App. App. App. U-Turn Left Thru Right Peds U-Turn Left Thru Right Peds U-Turn Left Thru Right Peds U-Turn Left Thru Right Peds Int. Total Total Total Total Total 7:00 AM 0 0 1 0 1 1 0 2 0 1 1 3 0 0 31 0 0 31 0 0 23 0 0 23 58 7:15 AM 0 0 0 0 3 0 0 0 0 3 2 3 0 0 29 0 0 29 0 2 24 0 0 26 58 7:30 AM 0 0 0 0 0 0 0 1 0 1 1 2 0 0 49 3 0 52 0 2 49 1 0 52 106 7:45 AM 0 1 0 0 2 1 0 2 1 3 0 6 0 2 66 3 0 71 0 4 72 2 0 78 156 Hourly Total 0 1 1 0 6 2 0 5 1 8 4 14 0 2 175 6 0 183 0 8 168 3 0 179 378 8:00 AM 0 1 0 0 0 1 0 3 0 12 0 15 0 1 67 1 0 69 0 0 52 1 0 53 138 8:15 AM 0 0 4 1 4 5 0 1 3 12 0 16 0 4 60 1 0 65 0 31 69 1 1 101 187 8:30 AM 0 1 0 2 3 3 0 2 0 8 0 10 0 2 64 0 0 66 1 17 52 1 0 71 150 8:45 AM 0 0 1 1 1 2 0 2 0 2 0 4 0 0 50 2 0 52 1 2 32 1 0 36 94 Hourly Total 0 2 5 4 8 11 0 8 3 34 0 45 0 7 241 4 0 252 2 50 205 4 1 261 569 *** BREAK *** - - - - - - - - - - - - - - - - - - - - - - - - - 4:00 PM 0 0 1 1 3 2 0 3 0 4 1 7 0 1 64 4 0 69 0 18 72 1 0 91 169 4:15 PM 0 0 1 1 1 2 0 0 1 3 0 4 0 0 48 2 0 50 0 2 62 0 1 64 120 4:30 PM 0 0 0 0 1 0 0 1 1 4 0 6 0 1 70 2 0 73 0 4 62 0 0 66 145 4:45 PM 0 0 0 0 1 0 0 0 1 2 0 3 0 2 63 2 1 67 0 2 59 0 0 61 131 Hourly Total 0 0 2 2 6 4 0 4 3 13 1 20 0 4 245 10 1 259 0 26 255 1 1 282 565 5:00 PM 0 0 0 1 0 1 0 0 0 1 0 1 0 1 62 4 0 67 0 3 61 0 0 64 133 5:15 PM 0 0 0 1 0 1 0 2 1 2 0 5 0 0 61 1 0 62 0 4 55 0 0 59 127 5:30 PM 0 1 0 0 1 1 0 0 0 6 1 6 0 1 77 1 0 79 0 4 60 0 0 64 150 5:45 PM 0 0 0 0 0 0 0 3 0 1 0 4 0 0 70 3 0 73 0 8 40 1 0 49 126 Hourly Total 0 1 0 2 1 3 0 5 1 10 1 16 0 2 270 9 0 281 0 19 216 1 0 236 536 Grand Total 0 4 8 8 21 20 0 22 8 65 6 95 0 15 931 29 1 975 2 103 844 9 2 958 2048 Approach % 0.0 20.0 40.0 40.0 - - 0.0 23.2 8.4 68.4 - - 0.0 1.5 95.5 3.0 - - 0.2 10.8 88.1 0.9 - - - Total % 0.0 0.2 0.4 0.4 - 1.0 0.0 1.1 0.4 3.2 - 4.6 0.0 0.7 45.5 1.4 - 47.6 0.1 5.0 41.2 0.4 - 46.8 - Lights 0 4 8 8 - 20 0 22 8 65 - 95 0 14 893 29 - 936 2 103 817 9 - 931 1982 % Lights - 100.0 100.0 100.0 - 100.0 - 100.0 100.0 100.0 - 100.0 - 93.3 95.9 100.0 - 96.0 100.0 100.0 96.8 100.0 - 97.2 96.8 Buses 0 0 0 0 - 0 0 0 0 0 - 0 0 1 30 0 - 31 0 0 18 0 - 18 49 % Buses - 0.0 0.0 0.0 - 0.0 - 0.0 0.0 0.0 - 0.0 - 6.7 3.2 0.0 - 3.2 0.0 0.0 2.1 0.0 - 1.9 2.4 Single-Unit Trucks 0 0 0 0 - 0 0 0 0 0 - 0 0 0 8 0 - 8 0 0 8 0 - 8 16 % Single-Unit - 0.0 0.0 0.0 - 0.0 - 0.0 0.0 0.0 - 0.0 - 0.0 0.9 0.0 - 0.8 0.0 0.0 0.9 0.0 - 0.8 0.8 Trucks Articulated Trucks 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0 1 0 - 1 1 % Articulated - 0.0 0.0 0.0 - 0.0 - 0.0 0.0 0.0 - 0.0 - 0.0 0.0 0.0 - 0.0 0.0 0.0 0.1 0.0 - 0.1 0.0 Trucks Bicycles on Road 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 % Bicycles on - 0.0 0.0 0.0 - 0.0 - 0.0 0.0 0.0 - 0.0 - 0.0 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0 - 0.0 0.0 Road Pedestrians - - - - 21 - - - - - 6 - - - - - 1 - - - - - 2 - - % Pedestrians - - - - 100.0 - - - - - 100.0 - - - - - 100.0 - - - - - 100.0 - -  Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400 Count Name: Niles Center Rd with Greenleaf St Site Code: Rosemont, Illinois, United States 60018 Start Date: 01/10/2023 (847)518-9990 kpachowicz@kloainc.com Page No: 3 Turning Movement Peak Hour Data (7:45 AM) Greenleaf St Greenleaf St Niles Center Rd Niles Center Rd Eastbound Westbound Northbound Southbound Start Time App. App. App. App. U-Turn Left Thru Right Peds U-Turn Left Thru Right Peds U-Turn Left Thru Right Peds U-Turn Left Thru Right Peds Int. Total Total Total Total Total 7:45 AM 0 1 0 0 2 1 0 2 1 3 0 6 0 2 66 3 0 71 0 4 72 2 0 78 156 8:00 AM 0 1 0 0 0 1 0 3 0 12 0 15 0 1 67 1 0 69 0 0 52 1 0 53 138 8:15 AM 0 0 4 1 4 5 0 1 3 12 0 16 0 4 60 1 0 65 0 31 69 1 1 101 187 8:30 AM 0 1 0 2 3 3 0 2 0 8 0 10 0 2 64 0 0 66 1 17 52 1 0 71 150 Total 0 3 4 3 9 10 0 8 4 35 0 47 0 9 257 5 0 271 1 52 245 5 1 303 631 Approach % 0.0 30.0 40.0 30.0 - - 0.0 17.0 8.5 74.5 - - 0.0 3.3 94.8 1.8 - - 0.3 17.2 80.9 1.7 - - - Total % 0.0 0.5 0.6 0.5 - 1.6 0.0 1.3 0.6 5.5 - 7.4 0.0 1.4 40.7 0.8 - 42.9 0.2 8.2 38.8 0.8 - 48.0 - PHF 0.000 0.750 0.250 0.375 - 0.500 0.000 0.667 0.333 0.729 - 0.734 0.000 0.563 0.959 0.417 - 0.954 0.250 0.419 0.851 0.625 - 0.750 0.844 Lights 0 3 4 3 - 10 0 8 4 35 - 47 0 9 241 5 - 255 1 52 232 5 - 290 602 % Lights - 100.0 100.0 100.0 - 100.0 - 100.0 100.0 100.0 - 100.0 - 100.0 93.8 100.0 - 94.1 100.0 100.0 94.7 100.0 - 95.7 95.4 Buses 0 0 0 0 - 0 0 0 0 0 - 0 0 0 10 0 - 10 0 0 7 0 - 7 17 % Buses - 0.0 0.0 0.0 - 0.0 - 0.0 0.0 0.0 - 0.0 - 0.0 3.9 0.0 - 3.7 0.0 0.0 2.9 0.0 - 2.3 2.7 Single-Unit Trucks 0 0 0 0 - 0 0 0 0 0 - 0 0 0 6 0 - 6 0 0 6 0 - 6 12 % Single-Unit - 0.0 0.0 0.0 - 0.0 - 0.0 0.0 0.0 - 0.0 - 0.0 2.3 0.0 - 2.2 0.0 0.0 2.4 0.0 - 2.0 1.9 Trucks Articulated Trucks 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 % Articulated - 0.0 0.0 0.0 - 0.0 - 0.0 0.0 0.0 - 0.0 - 0.0 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0 - 0.0 0.0 Trucks Bicycles on Road 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 % Bicycles on - 0.0 0.0 0.0 - 0.0 - 0.0 0.0 0.0 - 0.0 - 0.0 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0 - 0.0 0.0 Road Pedestrians - - - - 9 - - - - - 0 - - - - - 0 - - - - - 1 - - % Pedestrians - - - - 100.0 - - - - - - - - - - - - - - - - - 100.0 - -  Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400 Count Name: Niles Center Rd with Greenleaf St Site Code: Rosemont, Illinois, United States 60018 Start Date: 01/10/2023 (847)518-9990 kpachowicz@kloainc.com Page No: 4 Turning Movement Peak Hour Data (4:00 PM) Greenleaf St Greenleaf St Niles Center Rd Niles Center Rd Eastbound Westbound Northbound Southbound Start Time App. App. App. App. U-Turn Left Thru Right Peds U-Turn Left Thru Right Peds U-Turn Left Thru Right Peds U-Turn Left Thru Right Peds Int. Total Total Total Total Total 4:00 PM 0 0 1 1 3 2 0 3 0 4 1 7 0 1 64 4 0 69 0 18 72 1 0 91 169 4:15 PM 0 0 1 1 1 2 0 0 1 3 0 4 0 0 48 2 0 50 0 2 62 0 1 64 120 4:30 PM 0 0 0 0 1 0 0 1 1 4 0 6 0 1 70 2 0 73 0 4 62 0 0 66 145 4:45 PM 0 0 0 0 1 0 0 0 1 2 0 3 0 2 63 2 1 67 0 2 59 0 0 61 131 Total 0 0 2 2 6 4 0 4 3 13 1 20 0 4 245 10 1 259 0 26 255 1 1 282 565 Approach % 0.0 0.0 50.0 50.0 - - 0.0 20.0 15.0 65.0 - - 0.0 1.5 94.6 3.9 - - 0.0 9.2 90.4 0.4 - - - Total % 0.0 0.0 0.4 0.4 - 0.7 0.0 0.7 0.5 2.3 - 3.5 0.0 0.7 43.4 1.8 - 45.8 0.0 4.6 45.1 0.2 - 49.9 - PHF 0.000 0.000 0.500 0.500 - 0.500 0.000 0.333 0.750 0.813 - 0.714 0.000 0.500 0.875 0.625 - 0.887 0.000 0.361 0.885 0.250 - 0.775 0.836 Lights 0 0 2 2 - 4 0 4 3 13 - 20 0 3 236 10 - 249 0 26 251 1 - 278 551 % Lights - - 100.0 100.0 - 100.0 - 100.0 100.0 100.0 - 100.0 - 75.0 96.3 100.0 - 96.1 - 100.0 98.4 100.0 - 98.6 97.5 Buses 0 0 0 0 - 0 0 0 0 0 - 0 0 1 8 0 - 9 0 0 3 0 - 3 12 % Buses - - 0.0 0.0 - 0.0 - 0.0 0.0 0.0 - 0.0 - 25.0 3.3 0.0 - 3.5 - 0.0 1.2 0.0 - 1.1 2.1 Single-Unit Trucks 0 0 0 0 - 0 0 0 0 0 - 0 0 0 1 0 - 1 0 0 0 0 - 0 1 % Single-Unit - - 0.0 0.0 - 0.0 - 0.0 0.0 0.0 - 0.0 - 0.0 0.4 0.0 - 0.4 - 0.0 0.0 0.0 - 0.0 0.2 Trucks Articulated Trucks 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0 1 0 - 1 1 % Articulated - - 0.0 0.0 - 0.0 - 0.0 0.0 0.0 - 0.0 - 0.0 0.0 0.0 - 0.0 - 0.0 0.4 0.0 - 0.4 0.2 Trucks Bicycles on Road 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 % Bicycles on - - 0.0 0.0 - 0.0 - 0.0 0.0 0.0 - 0.0 - 0.0 0.0 0.0 - 0.0 - 0.0 0.0 0.0 - 0.0 0.0 Road Pedestrians - - - - 6 - - - - - 1 - - - - - 1 - - - - - 1 - - % Pedestrians - - - - 100.0 - - - - - 100.0 - - - - - 100.0 - - - - - 100.0 - - Site Plan  Material Storage During Construction All Elevators are Stretcher Size NOTE: CONSTRUCTION WORKER PARKING DURING CONSTRUCTION TO BE NEGOTIATED. Luz and Associates #1 LLC Ground Floor Plan 8610 Niles Center Road 8 Skokie, Illinois | December 28, 2022 Luz and Associates #1 LLC 2nd Floor Plan 8610 Niles Center Road 9 Skokie, Illinois | December 28, 2022 Luz and Associates #1 LLC 3rd - 7th Floor Plans 8610 Niles Center Road 10 Skokie, Illinois | December 28, 2022  BALCONY 76’-7” 65’-7” 54’-7” 43’-7” 32’-7” 21’-7” FIRE 10’-7” TRUCK EAST-WEST ELEVATION DIAGRAM FIRETRUCK AERIAL APPARTUS 76’-7” 65’-7” 54’-7” 43’-7” 32’-7” 21’-7” 10’-7” NORTH-SOUTH SECTION DIAGRAM Luz and Associates #1 LLC Section Diagram 8610 Niles Center Road 12 Skokie, Illinois | December 28, 2022 ITE Trip Generation Sheets  Land Use: 221 Multifamily Housing (Mid-Rise) Description Mid-rise multifamily housing includes apartments and condominiums located in a building that has between four and 10 floors of living space. Access to individual dwelling units is through an outside building entrance, a lobby, elevator, and a set of hallways. Multifamily housing (low-rise) (Land Use 220), multifamily housing (high-rise) (Land Use 222), off- campus student apartment (mid-rise) (Land Use 226), and mid-rise residential with ground-floor commercial (Land Use 231) are related land uses. Land Use Subcategory Data are presented for two subcategories for this land use: (1) not close to rail transit and (2) close to rail transit. A site is considered close to rail transit if the walking distance between the residential site entrance and the closest rail transit station entrance is ½ mile or less. Additional Data For the six sites for which both the number of residents and the number of occupied dwelling units were available, there were an average of 2.5 residents per occupied dwelling unit. For the five sites for which the numbers of both total dwelling units and occupied dwelling units were available, an average of 96 percent of the total dwelling units were occupied. The technical appendices provide supporting information on time-of-day distributions for this land use. The appendices can be accessed through either the ITETripGen web app or the trip generation resource page on the ITE website (https://www.ite.org/technical-resources/topics/trip- and-parking-generation/). It is expected that the number of bedrooms and number of residents are likely correlated to the trips generated by a residential site. To assist in future analysis, trip generation studies of all multifamily housing should attempt to obtain information on occupancy rate and on the mix of residential unit sizes (i.e., number of units by number of bedrooms at the site complex). The sites were surveyed in the 1990s, the 2000s, the 2010s, and the 2020s in Alberta (CAN), California, District of Columbia, Florida, Georgia, Illinois, Maryland, Massachusetts, Minnesota, Montana, New Jersey, New York, Ontario (CAN), Oregon, Utah, and Virginia. Source Numbers 168, 188, 204, 305, 306, 321, 818, 857, 862, 866, 901, 904, 910, 949, 951, 959, 963, 964, 966, 967, 969, 970, 1004, 1014, 1022, 1023, 1025, 1031, 1032, 1035, 1047, 1056, 1057, 1058, 1071, 1076 General Urban/Suburban and Rural (Land Uses 000–399) 273  Multifamily Housing (Mid-Rise) Not Close to Rail Transit (221) Vehicle Trip Ends vs: Dwelling Units On a: Weekday Setting/Location: General Urban/Suburban Number of Studies: 11 Avg. Num. of Dwelling Units: 201 Directional Distribution: 50% entering, 50% exiting Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 4.54 3.76 - 5.40 0.51 Data Plot and Equation 2000 T = Trips Ends 1000 0 0 100 200 300 400 X = Number of Dwelling Units Study Site Fitted Curve Average Rate Fitted Curve Equation: T = 4.77(X) - 46.46 R²= 0.93 274 Trip Generation Manual 11th Edition • Volume 3  Multifamily Housing (Mid-Rise) Not Close to Rail Transit (221) Vehicle Trip Ends vs: Dwelling Units On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Setting/Location: General Urban/Suburban Number of Studies: 30 Avg. Num. of Dwelling Units: 173 Directional Distribution: 23% entering, 77% exiting Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 0.37 0.15 - 0.53 0.09 Data Plot and Equation 300 200 T = Trips Ends 100 0 0 100 200 300 400 500 X = Number of Dwelling Units Study Site Fitted Curve Average Rate Fitted Curve Equation: T = 0.44(X) - 11.61 R²= 0.91 General Urban/Suburban and Rural (Land Uses 000–399) 275  Multifamily Housing (Mid-Rise) Not Close to Rail Transit (221) Vehicle Trip Ends vs: Dwelling Units On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Setting/Location: General Urban/Suburban Number of Studies: 31 Avg. Num. of Dwelling Units: 169 Directional Distribution: 61% entering, 39% exiting Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 0.39 0.19 - 0.57 0.08 Data Plot and Equation 200 T = Trips Ends 100 0 0 100 200 300 400 500 X = Number of Dwelling Units Study Site Fitted Curve Average Rate Fitted Curve Equation: T = 0.39(X) + 0.34 R²= 0.91 276 Trip Generation Manual 11th Edition • Volume 3  Land Use: 565 Day Care Center Description A day care center is a facility where care for pre-school age children is provided, normally during daytime hours. A day care facility generally includes classrooms, offices, eating areas, and playgrounds. A center may also provide after-school care for school-age children. Additional Data The technical appendices provide supporting information on time-of-day distributions for this land use. The appendices can be accessed through either the ITETripGen web app or the trip generation resource page on the ITE website (https://www.ite.org/technical-resources/topics/trip- and-parking-generation/). The sites were surveyed in the 1980s, the 1990s, the 2000s, and the 2010s in California, Florida, Georgia, Maryland, Minnesota, New Hampshire, New Jersey, New York, North Carolina, Oregon, Pennsylvania, Tennessee, Texas, Virginia, and Wisconsin. Source Numbers 169, 208, 216, 253, 335, 336, 337, 355, 418, 423, 536, 550, 562, 583, 633, 734, 866, 869, 877, 878, 954, 959, 981 508 Trip Generation Manual 11th Edition • Volume 4  Day Care Center (565) Vehicle Trip Ends vs: Students On a: Weekday Setting/Location: General Urban/Suburban Number of Studies: 14 Avg. Num. of Students: 89 Directional Distribution: 50% entering, 50% exiting Vehicle Trip Generation per Student Average Rate Range of Rates Standard Deviation 4.09 2.50 - 7.06 1.21 Data Plot and Equation 1000 800 600 T = Trips Ends 400 200 0 0 100 200 300 X = Number of Students Study Site Fitted Curve Average Rate Fitted Curve Equation: T = 3.56(X) + 47.23 R²= 0.72 General Urban/Suburban and Rural (Land Uses 400–799) 509  Day Care Center (565) Vehicle Trip Ends vs: Students On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Setting/Location: General Urban/Suburban Number of Studies: 75 Avg. Num. of Students: 71 Directional Distribution: 53% entering, 47% exiting Vehicle Trip Generation per Student Average Rate Range of Rates Standard Deviation 0.78 0.39 - 1.78 0.25 Data Plot and Equation 200 T = Trips Ends 100 0 0 100 200 300 X = Number of Students Study Site Fitted Curve Average Rate Fitted Curve Equation: T = 0.66(X) + 8.42 R²= 0.69 510 Trip Generation Manual 11th Edition • Volume 4  Day Care Center (565) Vehicle Trip Ends vs: Students On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Setting/Location: General Urban/Suburban Number of Studies: 75 Avg. Num. of Students: 72 Directional Distribution: 47% entering, 53% exiting Vehicle Trip Generation per Student Average Rate Range of Rates Standard Deviation 0.79 0.24 - 1.72 0.30 Data Plot and Equation 200 T = Trips Ends 100 0 0 100 200 300 X = Number of Students Study Site Fitted Curve Average Rate Fitted Curve Equation: Ln(T) = 0.87 Ln(X) + 0.29 R²= 0.57 General Urban/Suburban and Rural (Land Uses 400–799) 511 CMAP 2050 Projections Letter  January 16, 2023 Kelly Pachowicz Consultant Kenig, Lindgren, O'Hara, Aboona, Inc. 9575 West Higgins Road Suite 400 Rosemont, IL 60018 Subject: Dempster Street (IL 58) and Niles Center Road IDOT Dear Mr. Pachowicz: In response to a request made on your behalf and dated January 16, 2023, we have developed year 2050 average daily traffic (ADT) projections for the subject location. ROAD SEGMENT Current ADT Year 2050 ADT Dempster St (IL 58) west of Skokie Blvd (US 41) 30,200 32,000 Niles Center Rd south of Dempster St 6,700 7,500 Traffic projections are developed using existing ADT data provided in the request letter and the results from the October 2022 CMAP Travel Demand Analysis. The regional travel model uses CMAP 2050 socioeconomic projections and assumes the implementation of the ON TO 2050 Comprehensive Regional Plan for the Northeastern Illinois area. The provision of this data in support of your request does not constitute a CMAP endorsement of the proposed development or any subsequent developments. If you have any questions, please call me at (312) 386-8806. Sincerely, Jose Rodriguez, PTP, AICP Senior Planner, Research & Analysis cc: Rios (IDOT) S:\AdminGroups\ResearchAnalysis\2023_TrafficForecasts\Skokie\ck-04-23\ck-04-23.docx Level of Service Criteria LEVEL OF SERVICE CRITERIA Signalized Intersections Average Control Level of Delay Service Interpretation (seconds per vehicle) A Favorable progression. Most vehicles arrive during the ≤10 green indication and travel through the intersection without stopping. B Good progression, with more vehicles stopping than for >10 - 20 Level of Service A. C Individual cycle failures (i.e., one or more queued vehicles >20 - 35 are not able to depart as a result of insufficient capacity during the cycle) may begin to appear. Number of vehicles stopping is significant, although many vehicles still pass through the intersection without stopping. D The volume-to-capacity ratio is high and either progression >35 - 55 is ineffective or the cycle length is too long. Many vehicles stop and individual cycle failures are noticeable. E Progression is unfavorable. The volume-to-capacity ratio >55 - 80 is high and the cycle length is long. Individual cycle failures are frequent. F The volume-to-capacity ratio is very high, progression is >80.0 very poor, and the cycle length is long. Most cycles fail to clear the queue. Unsignalized Intersections Level of Service Average Total Delay (SEC/VEH) A 0 - 10 B > 10 - 15 C > 15 - 25 D > 25 - 35 E > 35 - 50 F > 50 Source: Highway Capacity Manual, 2010. Capacity Analysis Summary Sheets Existing Weekday Morning Peak Hour Lanes, Volumes, Timings 1: Skokie Swift Access & Dempster Street 01/19/2023 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 800 96 43 838 0 82 0 30 1 0 1 Future Volume (vph) 0 800 96 43 838 0 82 0 30 1 0 1 Ideal Flow (vphpl) 1900 1900 1900 1900 2000 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 150 0 0 0 0 0 Storage Lanes 0 0 1 0 1 1 0 0 Taper Length (ft) 25 100 25 25 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 1.00 0.99 1.00 Frt 0.984 0.850 0.932 Flt Protected 0.950 0.950 0.976 Satd. Flow (prot) 0 3374 0 1388 3725 0 1687 0 1099 0 1728 0 Flt Permitted 0.279 0.757 0.976 Satd. Flow (perm) 0 3374 0 407 3725 0 1344 0 1084 0 1727 0 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph) 35 35 25 25 Link Distance (ft) 634 754 238 113 Travel Time (s) 12.4 14.7 6.5 3.1 Confl. Peds. (#/hr) 3 3 1 1 Confl. Bikes (#/hr) Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 0% 5% 5% 30% 2% 0% 7% 0% 47% 0% 0% 0% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid-Block Traffic (%) 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 0 914 0 44 855 0 84 0 31 0 2 0 Turn Type NA pm+pt NA Perm Perm Perm NA Protected Phases 2 1 6 4 Permitted Phases 6 8 8 4 Detector Phase 2 1 6 8 8 4 4 Switch Phase Minimum Initial (s) 15.0 3.0 15.0 8.0 8.0 8.0 8.0 Minimum Split (s) 43.0 9.5 24.0 36.0 36.0 36.0 36.0 Total Split (s) 71.0 13.0 84.0 36.0 36.0 36.0 36.0 Total Split (%) 59.2% 10.8% 70.0% 30.0% 30.0% 30.0% 30.0% Yellow Time (s) 4.5 3.5 4.5 4.5 4.5 4.5 4.5 All-Red Time (s) 1.5 0.0 1.5 1.5 1.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 3.5 6.0 6.0 6.0 6.0 Lead/Lag Lag Lead Lead-Lag Optimize? Yes Yes Recall Mode C-Min None Min None None None None Act Effct Green (s) 90.2 99.5 98.2 13.8 13.8 13.8 Actuated g/C Ratio 0.75 0.83 0.82 0.12 0.12 0.12 22-406 Residential Development - Skokie Synchro 11 Report Existing Weekday Morning Peak Hour KP Lanes, Volumes, Timings 1: Skokie Swift Access & Dempster Street 01/19/2023 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.36 0.11 0.28 0.55 0.25 0.01 Control Delay 7.6 3.6 3.9 62.3 51.4 44.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 7.6 3.6 3.9 62.3 51.4 44.0 LOS A A A E D D Approach Delay 7.6 3.8 59.4 44.0 Approach LOS A A E D Queue Length 50th (ft) 135 5 80 62 22 1 Queue Length 95th (ft) 207 16 128 111 51 9 Internal Link Dist (ft) 554 674 158 33 Turn Bay Length (ft) 150 Base Capacity (vph) 2536 415 3049 336 271 431 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.36 0.11 0.28 0.25 0.11 0.00 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 107 (89%), Referenced to phase 2:EBT, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.55 Intersection Signal Delay: 9.0 Intersection LOS: A Intersection Capacity Utilization 59.2% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 1: Skokie Swift Access & Dempster Street 22-406 Residential Development - Skokie Synchro 11 Report Existing Weekday Morning Peak Hour KP HCM 6th TWSC 2: Niles Center Road & Conrad Street 01/18/2023 Intersection Int Delay, s/veh 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 12 17 39 7 59 27 45 251 8 5 201 4 Future Vol, veh/h 12 17 39 7 59 27 45 251 8 5 201 4 Conflicting Peds, #/hr 11 0 7 7 0 11 1 0 9 9 0 1 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 0 0 5 14 0 0 0 6 13 0 4 0 Mvmt Flow 13 18 41 7 62 28 47 264 8 5 212 4 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 643 600 222 632 598 288 217 0 0 281 0 0 Stage 1 225 225 - 371 371 - - - - - - - Stage 2 418 375 - 261 227 - - - - - - - Critical Hdwy 7.1 6.5 6.25 7.24 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.24 5.5 - - - - - - - Critical Hdwy Stg 2 6.1 5.5 - 6.24 5.5 - - - - - - - Follow-up Hdwy 3.5 4 3.345 3.626 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 389 417 810 377 418 756 1365 - - 1293 - - Stage 1 782 721 - 625 623 - - - - - - - Stage 2 616 621 - 718 720 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 314 394 804 328 395 742 1364 - - 1282 - - Mov Cap-2 Maneuver 314 394 - 328 395 - - - - - - - Stage 1 749 717 - 594 592 - - - - - - - Stage 2 503 590 - 657 716 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 13 15.2 1.1 0.2 HCM LOS B C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1364 - - 524 449 1282 - - HCM Lane V/C Ratio 0.035 - - 0.137 0.218 0.004 - - HCM Control Delay (s) 7.7 0 - 13 15.2 7.8 0 - HCM Lane LOS A A - B C A A - HCM 95th %tile Q(veh) 0.1 - - 0.5 0.8 0 - - 22-406 Residential Development - Skokie Synchro 11 Report Existing Weekday Morning Peak Hour KP HCM 6th TWSC 3: Niles Center Road & Greenleaf Street 01/18/2023 Intersection Int Delay, s/veh 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 3 4 3 8 4 35 9 257 5 53 245 5 Future Vol, veh/h 3 4 3 8 4 35 9 257 5 53 245 5 Conflicting Peds, #/hr 1 0 0 0 0 1 9 0 0 0 0 9 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 84 84 84 84 84 84 84 84 84 84 84 84 Heavy Vehicles, % 0 0 0 0 0 0 0 6 0 0 5 0 Mvmt Flow 4 5 4 10 5 42 11 306 6 63 292 6 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 786 764 304 757 764 310 307 0 0 312 0 0 Stage 1 430 430 - 331 331 - - - - - - - Stage 2 356 334 - 426 433 - - - - - - - Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 - - - - - - - Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 312 336 740 327 336 735 1265 - - 1260 - - Stage 1 607 587 - 687 649 - - - - - - - Stage 2 666 647 - 610 585 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 273 309 734 304 309 734 1254 - - 1260 - - Mov Cap-2 Maneuver 273 309 - 304 309 - - - - - - - Stage 1 595 547 - 679 642 - - - - - - - Stage 2 616 640 - 566 545 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 15.4 12.4 0.3 1.4 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1254 - - 357 541 1260 - - HCM Lane V/C Ratio 0.009 - - 0.033 0.103 0.05 - - HCM Control Delay (s) 7.9 0 - 15.4 12.4 8 0 - HCM Lane LOS A A - C B A A - HCM 95th %tile Q(veh) 0 - - 0.1 0.3 0.2 - - 22-406 Residential Development - Skokie Synchro 11 Report Existing Weekday Morning Peak Hour KP Capacity Analysis Summary Sheets Existing Weekday Evening Peak Hour Lanes, Volumes, Timings 1: Skokie Swift Access & Dempster Street 01/19/2023 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 959 80 36 966 0 69 0 31 8 0 16 Future Volume (vph) 0 959 80 36 966 0 69 0 31 8 0 16 Ideal Flow (vphpl) 1900 1900 1900 1900 2000 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 150 0 0 0 0 0 Storage Lanes 0 0 1 0 1 1 0 0 Taper Length (ft) 25 100 25 25 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 1.00 0.98 1.00 Frt 0.988 0.850 0.910 Flt Protected 0.950 0.950 0.984 Satd. Flow (prot) 0 3503 0 1357 3725 0 1687 0 1114 0 1701 0 Flt Permitted 0.237 0.742 0.984 Satd. Flow (perm) 0 3503 0 338 3725 0 1318 0 1094 0 1698 0 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph) 35 35 25 25 Link Distance (ft) 634 754 238 113 Travel Time (s) 12.4 14.7 6.5 3.1 Confl. Peds. (#/hr) 7 3 3 7 4 4 Confl. Bikes (#/hr) Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 0% 1% 9% 33% 2% 0% 7% 0% 45% 0% 0% 0% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid-Block Traffic (%) 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 0 1061 0 37 986 0 70 0 32 0 24 0 Turn Type NA pm+pt NA Perm Perm Perm NA Protected Phases 2 1 6 4 Permitted Phases 6 8 8 4 Detector Phase 2 1 6 8 8 4 4 Switch Phase Minimum Initial (s) 15.0 3.0 15.0 8.0 8.0 8.0 8.0 Minimum Split (s) 43.0 9.5 24.0 32.0 32.0 32.0 32.0 Total Split (s) 75.0 13.0 88.0 32.0 32.0 32.0 32.0 Total Split (%) 62.5% 10.8% 73.3% 26.7% 26.7% 26.7% 26.7% Yellow Time (s) 4.5 3.5 4.5 4.5 4.5 4.5 4.5 All-Red Time (s) 1.5 0.0 1.5 1.5 1.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 3.5 6.0 6.0 6.0 6.0 Lead/Lag Lag Lead Lead-Lag Optimize? Yes Yes Recall Mode C-Min None Min None None None None Act Effct Green (s) 93.2 100.5 99.2 12.8 12.8 12.8 Actuated g/C Ratio 0.78 0.84 0.83 0.11 0.11 0.11 22-406 Residential Development - Skokie Synchro 11 Report Existing Weekday Evening Peak Hour KP Lanes, Volumes, Timings 1: Skokie Swift Access & Dempster Street 01/19/2023 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.39 0.11 0.32 0.50 0.28 0.13 Control Delay 6.8 3.4 3.7 61.9 53.7 48.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 6.8 3.4 3.7 61.9 53.7 48.2 LOS A A A E D D Approach Delay 6.8 3.7 59.3 48.2 Approach LOS A A E D Queue Length 50th (ft) 157 4 91 52 23 17 Queue Length 95th (ft) 236 13 144 97 54 42 Internal Link Dist (ft) 554 674 158 33 Turn Bay Length (ft) 150 Base Capacity (vph) 2719 363 3080 285 237 367 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.39 0.10 0.32 0.25 0.14 0.07 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 84 (70%), Referenced to phase 2:EBT, Start of Green Natural Cycle: 85 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.50 Intersection Signal Delay: 8.3 Intersection LOS: A Intersection Capacity Utilization 59.2% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 1: Skokie Swift Access & Dempster Street 22-406 Residential Development - Skokie Synchro 11 Report Existing Weekday Evening Peak Hour KP HCM 6th TWSC 2: Niles Center Road & Conrad Street 01/19/2023 Intersection Int Delay, s/veh 2.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 13 29 25 2 21 13 19 245 9 9 227 6 Future Vol, veh/h 13 29 25 2 21 13 19 245 9 9 227 6 Conflicting Peds, #/hr 4 0 6 6 0 4 1 0 5 5 0 1 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 8 3 0 0 0 0 0 4 11 0 2 0 Mvmt Flow 14 32 28 2 23 14 21 272 10 10 252 7 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 619 606 263 636 604 286 260 0 0 287 0 0 Stage 1 277 277 - 324 324 - - - - - - - Stage 2 342 329 - 312 280 - - - - - - - Critical Hdwy 7.18 6.53 6.2 7.1 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.18 5.53 - 6.1 5.5 - - - - - - - Critical Hdwy Stg 2 6.18 5.53 - 6.1 5.5 - - - - - - - Follow-up Hdwy 3.572 4.027 3.3 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 392 410 781 393 415 758 1316 - - 1287 - - Stage 1 716 679 - 692 653 - - - - - - - Stage 2 661 645 - 703 683 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 358 396 776 344 401 752 1315 - - 1281 - - Mov Cap-2 Maneuver 358 396 - 344 401 - - - - - - - Stage 1 702 672 - 675 637 - - - - - - - Stage 2 610 630 - 636 676 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 14 13.2 0.5 0.3 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1315 - - 473 477 1281 - - HCM Lane V/C Ratio 0.016 - - 0.157 0.084 0.008 - - HCM Control Delay (s) 7.8 0 - 14 13.2 7.8 0 - HCM Lane LOS A A - B B A A - HCM 95th %tile Q(veh) 0 - - 0.6 0.3 0 - - 22-406 Residential Development - Skokie Synchro 11 Report Existing Weekday Evening Peak Hour KP HCM 6th TWSC 3: Niles Center Road & Greenleaf Street 01/19/2023 Intersection Int Delay, s/veh 0.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 2 2 4 3 13 4 245 10 26 255 1 Future Vol, veh/h 0 2 2 4 3 13 4 245 10 26 255 1 Conflicting Peds, #/hr 1 0 1 1 0 1 6 0 1 1 0 6 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 84 84 84 84 84 84 84 84 84 84 84 84 Heavy Vehicles, % 0 0 0 0 0 0 25 4 0 0 2 0 Mvmt Flow 0 2 2 5 4 15 5 292 12 31 304 1 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 692 688 312 679 682 300 311 0 0 305 0 0 Stage 1 373 373 - 309 309 - - - - - - - Stage 2 319 315 - 370 373 - - - - - - - Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.35 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 - - - - - - - Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.425 - - 2.2 - - Pot Cap-1 Maneuver 361 372 733 368 375 744 1130 - - 1267 - - Stage 1 652 622 - 705 663 - - - - - - - Stage 2 697 659 - 654 622 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 339 357 728 355 360 743 1124 - - 1266 - - Mov Cap-2 Maneuver 339 357 - 355 360 - - - - - - - Stage 1 645 600 - 701 659 - - - - - - - Stage 2 675 655 - 630 600 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 12.6 12 0.1 0.7 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1124 - - 479 539 1266 - - HCM Lane V/C Ratio 0.004 - - 0.01 0.044 0.024 - - HCM Control Delay (s) 8.2 0 - 12.6 12 7.9 0 - HCM Lane LOS A A - B B A A - HCM 95th %tile Q(veh) 0 - - 0 0.1 0.1 - - 22-406 Residential Development - Skokie Synchro 11 Report Existing Weekday Evening Peak Hour KP  Capacity Analysis Summary Sheets Year 2029 No-Build Weekday Morning Peak Hour Lanes, Volumes, Timings 1: Skokie Swift Access & Dempster Street 01/19/2023 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 816 96 43 855 0 82 0 30 1 0 1 Future Volume (vph) 0 816 96 43 855 0 82 0 30 1 0 1 Ideal Flow (vphpl) 1900 1900 1900 1900 2000 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 150 0 0 0 0 0 Storage Lanes 0 0 1 0 1 1 0 0 Taper Length (ft) 25 100 25 25 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 1.00 0.99 1.00 Frt 0.984 0.850 0.932 Flt Protected 0.950 0.950 0.976 Satd. Flow (prot) 0 3374 0 1388 3725 0 1687 0 1099 0 1728 0 Flt Permitted 0.274 0.757 0.976 Satd. Flow (perm) 0 3374 0 400 3725 0 1344 0 1084 0 1727 0 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph) 35 35 25 25 Link Distance (ft) 634 754 238 113 Travel Time (s) 12.4 14.7 6.5 3.1 Confl. Peds. (#/hr) 3 3 1 1 Confl. Bikes (#/hr) Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 0% 5% 5% 30% 2% 0% 7% 0% 47% 0% 0% 0% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid-Block Traffic (%) 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 0 931 0 44 872 0 84 0 31 0 2 0 Turn Type NA pm+pt NA Perm Perm Perm NA Protected Phases 2 1 6 4 Permitted Phases 6 8 8 4 Detector Phase 2 1 6 8 8 4 4 Switch Phase Minimum Initial (s) 15.0 3.0 15.0 8.0 8.0 8.0 8.0 Minimum Split (s) 43.0 9.5 24.0 36.0 36.0 36.0 36.0 Total Split (s) 71.0 13.0 84.0 36.0 36.0 36.0 36.0 Total Split (%) 59.2% 10.8% 70.0% 30.0% 30.0% 30.0% 30.0% Yellow Time (s) 4.5 3.5 4.5 4.5 4.5 4.5 4.5 All-Red Time (s) 1.5 0.0 1.5 1.5 1.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 3.5 6.0 6.0 6.0 6.0 Lead/Lag Lag Lead Lead-Lag Optimize? Yes Yes Recall Mode C-Min None Min None None None None Act Effct Green (s) 90.2 99.5 98.2 13.8 13.8 13.8 Actuated g/C Ratio 0.75 0.83 0.82 0.12 0.12 0.12 22-406 Residential Development - Skokie Synchro 11 Report Year 2029 No-Build Weekday Morning Peak Hour KP Lanes, Volumes, Timings 1: Skokie Swift Access & Dempster Street 01/19/2023 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.37 0.11 0.29 0.55 0.25 0.01 Control Delay 7.6 3.6 3.9 62.3 51.4 44.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 7.6 3.6 3.9 62.3 51.4 44.0 LOS A A A E D D Approach Delay 7.6 3.9 59.4 44.0 Approach LOS A A E D Queue Length 50th (ft) 138 5 82 62 22 1 Queue Length 95th (ft) 212 16 131 111 51 9 Internal Link Dist (ft) 554 674 158 33 Turn Bay Length (ft) 150 Base Capacity (vph) 2536 409 3049 336 271 431 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.37 0.11 0.29 0.25 0.11 0.00 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 107 (89%), Referenced to phase 2:EBT, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.55 Intersection Signal Delay: 9.0 Intersection LOS: A Intersection Capacity Utilization 59.2% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 1: Skokie Swift Access & Dempster Street 22-406 Residential Development - Skokie Synchro 11 Report Year 2029 No-Build Weekday Morning Peak Hour KP HCM 6th TWSC 2: Niles Center Road & Conrad Street 01/19/2023 Intersection Int Delay, s/veh 3.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 12 17 39 7 59 27 45 256 8 5 205 4 Future Vol, veh/h 12 17 39 7 59 27 45 256 8 5 205 4 Conflicting Peds, #/hr 11 0 7 7 0 11 1 0 9 9 0 1 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 0 0 5 14 0 0 0 6 13 0 4 0 Mvmt Flow 13 18 41 7 62 28 47 269 8 5 216 4 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 652 609 226 641 607 293 221 0 0 286 0 0 Stage 1 229 229 - 376 376 - - - - - - - Stage 2 423 380 - 265 231 - - - - - - - Critical Hdwy 7.1 6.5 6.25 7.24 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.24 5.5 - - - - - - - Critical Hdwy Stg 2 6.1 5.5 - 6.24 5.5 - - - - - - - Follow-up Hdwy 3.5 4 3.345 3.626 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 384 412 806 371 414 751 1360 - - 1288 - - Stage 1 778 718 - 622 620 - - - - - - - Stage 2 613 617 - 715 717 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 310 390 800 323 392 737 1359 - - 1277 - - Mov Cap-2 Maneuver 310 390 - 323 392 - - - - - - - Stage 1 745 714 - 592 589 - - - - - - - Stage 2 500 586 - 654 713 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 13 15.4 1.1 0.2 HCM LOS B C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1359 - - 519 445 1277 - - HCM Lane V/C Ratio 0.035 - - 0.138 0.22 0.004 - - HCM Control Delay (s) 7.7 0 - 13 15.4 7.8 0 - HCM Lane LOS A A - B C A A - HCM 95th %tile Q(veh) 0.1 - - 0.5 0.8 0 - - 22-406 Residential Development - Skokie Synchro 11 Report Year 2029 No-Build Weekday Morning Peak Hour KP HCM 6th TWSC 3: Niles Center Road & Greenleaf Street 01/19/2023 Intersection Int Delay, s/veh 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 3 4 3 8 4 35 9 262 5 53 250 5 Future Vol, veh/h 3 4 3 8 4 35 9 262 5 53 250 5 Conflicting Peds, #/hr 1 0 0 0 0 1 9 0 0 0 0 9 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 84 84 84 84 84 84 84 84 84 84 84 84 Heavy Vehicles, % 0 0 0 0 0 0 0 6 0 0 5 0 Mvmt Flow 4 5 4 10 5 42 11 312 6 63 298 6 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 798 776 310 769 776 316 313 0 0 318 0 0 Stage 1 436 436 - 337 337 - - - - - - - Stage 2 362 340 - 432 439 - - - - - - - Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 - - - - - - - Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 306 331 735 321 331 729 1259 - - 1253 - - Stage 1 603 583 - 681 645 - - - - - - - Stage 2 661 643 - 606 582 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 267 305 729 299 305 728 1248 - - 1253 - - Mov Cap-2 Maneuver 267 305 - 299 305 - - - - - - - Stage 1 592 543 - 674 638 - - - - - - - Stage 2 611 636 - 561 542 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 15.6 12.5 0.3 1.4 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1248 - - 351 534 1253 - - HCM Lane V/C Ratio 0.009 - - 0.034 0.105 0.05 - - HCM Control Delay (s) 7.9 0 - 15.6 12.5 8 0 - HCM Lane LOS A A - C B A A - HCM 95th %tile Q(veh) 0 - - 0.1 0.3 0.2 - - 22-406 Residential Development - Skokie Synchro 11 Report Year 2029 No-Build Weekday Morning Peak Hour KP  Capacity Analysis Summary Sheets Year 2029 No-Build Weekday Evening Peak Hour Lanes, Volumes, Timings 1: Skokie Swift Access & Dempster Street 01/19/2023 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 978 80 36 985 0 69 0 31 8 0 16 Future Volume (vph) 0 978 80 36 985 0 69 0 31 8 0 16 Ideal Flow (vphpl) 1900 1900 1900 1900 2000 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 150 0 0 0 0 0 Storage Lanes 0 0 1 0 1 1 0 0 Taper Length (ft) 25 100 25 25 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 1.00 0.98 1.00 Frt 0.989 0.850 0.910 Flt Protected 0.950 0.950 0.984 Satd. Flow (prot) 0 3507 0 1357 3725 0 1687 0 1114 0 1701 0 Flt Permitted 0.231 0.742 0.984 Satd. Flow (perm) 0 3507 0 330 3725 0 1318 0 1094 0 1698 0 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph) 35 35 25 25 Link Distance (ft) 634 754 238 113 Travel Time (s) 12.4 14.7 6.5 3.1 Confl. Peds. (#/hr) 7 3 3 7 4 4 Confl. Bikes (#/hr) Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 0% 1% 9% 33% 2% 0% 7% 0% 45% 0% 0% 0% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid-Block Traffic (%) 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 0 1080 0 37 1005 0 70 0 32 0 24 0 Turn Type NA pm+pt NA Perm Perm Perm NA Protected Phases 2 1 6 4 Permitted Phases 6 8 8 4 Detector Phase 2 1 6 8 8 4 4 Switch Phase Minimum Initial (s) 15.0 3.0 15.0 8.0 8.0 8.0 8.0 Minimum Split (s) 43.0 9.5 24.0 32.0 32.0 32.0 32.0 Total Split (s) 75.0 13.0 88.0 32.0 32.0 32.0 32.0 Total Split (%) 62.5% 10.8% 73.3% 26.7% 26.7% 26.7% 26.7% Yellow Time (s) 4.5 3.5 4.5 4.5 4.5 4.5 4.5 All-Red Time (s) 1.5 0.0 1.5 1.5 1.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 3.5 6.0 6.0 6.0 6.0 Lead/Lag Lag Lead Lead-Lag Optimize? Yes Yes Recall Mode C-Min None Min None None None None Act Effct Green (s) 93.2 100.5 99.2 12.8 12.8 12.8 Actuated g/C Ratio 0.78 0.84 0.83 0.11 0.11 0.11 22-406 Residential Development - Skokie Synchro 11 Report Year 2029 No-Build Weekday Morning Peak Hour KP Lanes, Volumes, Timings 1: Skokie Swift Access & Dempster Street 01/19/2023 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.40 0.11 0.33 0.50 0.28 0.13 Control Delay 6.9 3.4 3.8 61.9 53.7 48.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 6.9 3.4 3.8 61.9 53.7 48.2 LOS A A A E D D Approach Delay 6.9 3.8 59.3 48.2 Approach LOS A A E D Queue Length 50th (ft) 161 4 94 52 23 17 Queue Length 95th (ft) 242 13 147 97 54 42 Internal Link Dist (ft) 554 674 158 33 Turn Bay Length (ft) 150 Base Capacity (vph) 2722 357 3080 285 237 367 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.40 0.10 0.33 0.25 0.14 0.07 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 84 (70%), Referenced to phase 2:EBT, Start of Green Natural Cycle: 85 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.50 Intersection Signal Delay: 8.3 Intersection LOS: A Intersection Capacity Utilization 59.2% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 1: Skokie Swift Access & Dempster Street 22-406 Residential Development - Skokie Synchro 11 Report Year 2029 No-Build Weekday Morning Peak Hour KP HCM 6th TWSC 2: Niles Center Road & Conrad Street 01/19/2023 Intersection Int Delay, s/veh 2.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 13 29 25 2 21 13 19 250 9 9 232 6 Future Vol, veh/h 13 29 25 2 21 13 19 250 9 9 232 6 Conflicting Peds, #/hr 4 0 6 6 0 4 1 0 5 5 0 1 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 8 3 0 0 0 0 0 4 11 0 2 0 Mvmt Flow 14 32 28 2 23 14 21 278 10 10 258 7 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 631 618 269 648 616 292 266 0 0 293 0 0 Stage 1 283 283 - 330 330 - - - - - - - Stage 2 348 335 - 318 286 - - - - - - - Critical Hdwy 7.18 6.53 6.2 7.1 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.18 5.53 - 6.1 5.5 - - - - - - - Critical Hdwy Stg 2 6.18 5.53 - 6.1 5.5 - - - - - - - Follow-up Hdwy 3.572 4.027 3.3 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 385 404 775 386 409 752 1310 - - 1280 - - Stage 1 711 675 - 687 649 - - - - - - - Stage 2 656 641 - 698 679 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 351 390 770 338 395 746 1309 - - 1274 - - Mov Cap-2 Maneuver 351 390 - 338 395 - - - - - - - Stage 1 697 668 - 671 633 - - - - - - - Stage 2 605 626 - 631 672 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 14.2 13.4 0.5 0.3 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1309 - - 466 471 1274 - - HCM Lane V/C Ratio 0.016 - - 0.16 0.085 0.008 - - HCM Control Delay (s) 7.8 0 - 14.2 13.4 7.8 0 - HCM Lane LOS A A - B B A A - HCM 95th %tile Q(veh) 0 - - 0.6 0.3 0 - - 22-406 Residential Development - Skokie Synchro 11 Report Year 2029 No-Build Weekday Morning Peak Hour KP HCM 6th TWSC 3: Niles Center Road & Greenleaf Street 01/19/2023 Intersection Int Delay, s/veh 0.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 2 2 4 3 13 4 250 10 26 260 1 Future Vol, veh/h 0 2 2 4 3 13 4 250 10 26 260 1 Conflicting Peds, #/hr 1 0 1 1 0 1 6 0 1 1 0 6 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 84 84 84 84 84 84 84 84 84 84 84 84 Heavy Vehicles, % 0 0 0 0 0 0 25 4 0 0 2 0 Mvmt Flow 0 2 2 5 4 15 5 298 12 31 310 1 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 704 700 318 691 694 306 317 0 0 311 0 0 Stage 1 379 379 - 315 315 - - - - - - - Stage 2 325 321 - 376 379 - - - - - - - Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.35 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 - - - - - - - Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.425 - - 2.2 - - Pot Cap-1 Maneuver 354 366 727 362 369 739 1124 - - 1261 - - Stage 1 647 618 - 700 659 - - - - - - - Stage 2 692 655 - 649 618 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 332 351 722 349 354 738 1118 - - 1260 - - Mov Cap-2 Maneuver 332 351 - 349 354 - - - - - - - Stage 1 640 596 - 696 655 - - - - - - - Stage 2 670 651 - 624 596 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 12.7 12.1 0.1 0.7 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1118 - - 472 533 1260 - - HCM Lane V/C Ratio 0.004 - - 0.01 0.045 0.025 - - HCM Control Delay (s) 8.2 0 - 12.7 12.1 7.9 0 - HCM Lane LOS A A - B B A A - HCM 95th %tile Q(veh) 0 - - 0 0.1 0.1 - - 22-406 Residential Development - Skokie Synchro 11 Report Year 2029 No-Build Weekday Morning Peak Hour KP  Capacity Analysis Summary Sheets Year 2029 Total Projected Weekday Morning Peak Hour Lanes, Volumes, Timings 1: Skokie Swift Access & Dempster Street 01/19/2023 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 816 102 44 855 0 101 0 31 1 0 1 Future Volume (vph) 0 816 102 44 855 0 101 0 31 1 0 1 Ideal Flow (vphpl) 1900 1900 1900 1900 2000 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 150 0 0 0 0 0 Storage Lanes 0 0 1 0 1 1 0 0 Taper Length (ft) 25 100 25 25 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 1.00 0.99 1.00 Frt 0.983 0.850 0.932 Flt Protected 0.950 0.950 0.976 Satd. Flow (prot) 0 3370 0 1388 3725 0 1687 0 1099 0 1728 0 Flt Permitted 0.266 0.757 0.976 Satd. Flow (perm) 0 3370 0 388 3725 0 1344 0 1084 0 1727 0 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph) 35 35 25 25 Link Distance (ft) 634 754 238 113 Travel Time (s) 12.4 14.7 6.5 3.1 Confl. Peds. (#/hr) 3 3 1 1 Confl. Bikes (#/hr) Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 0% 5% 5% 30% 2% 0% 7% 0% 47% 0% 0% 0% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid-Block Traffic (%) 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 0 937 0 45 872 0 103 0 32 0 2 0 Turn Type NA pm+pt NA Perm Perm Perm NA Protected Phases 2 1 6 4 Permitted Phases 6 8 8 4 Detector Phase 2 1 6 8 8 4 4 Switch Phase Minimum Initial (s) 15.0 3.0 15.0 8.0 8.0 8.0 8.0 Minimum Split (s) 43.0 9.5 24.0 36.0 36.0 36.0 36.0 Total Split (s) 71.0 13.0 84.0 36.0 36.0 36.0 36.0 Total Split (%) 59.2% 10.8% 70.0% 30.0% 30.0% 30.0% 30.0% Yellow Time (s) 4.5 3.5 4.5 4.5 4.5 4.5 4.5 All-Red Time (s) 1.5 0.0 1.5 1.5 1.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 3.5 6.0 6.0 6.0 6.0 Lead/Lag Lag Lead Lead-Lag Optimize? Yes Yes Recall Mode C-Min None Min None None None None Act Effct Green (s) 84.4 95.1 92.6 15.4 15.4 15.4 Actuated g/C Ratio 0.70 0.79 0.77 0.13 0.13 0.13 22-406 Residential Development - Skokie Synchro 11 Report Year 2029 Total Weekday Morning Peak Hour KP Lanes, Volumes, Timings 1: Skokie Swift Access & Dempster Street 01/19/2023 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.40 0.12 0.30 0.60 0.23 0.01 Control Delay 8.9 4.2 4.8 62.6 48.8 42.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 8.9 4.2 4.8 62.6 48.8 42.0 LOS A A A E D D Approach Delay 8.9 4.7 59.4 42.0 Approach LOS A A E D Queue Length 50th (ft) 147 6 88 76 23 1 Queue Length 95th (ft) 230 18 143 129 52 9 Internal Link Dist (ft) 554 674 158 33 Turn Bay Length (ft) 150 Base Capacity (vph) 2370 386 2873 336 271 431 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.40 0.12 0.30 0.31 0.12 0.00 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 107 (89%), Referenced to phase 2:EBT, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.60 Intersection Signal Delay: 10.4 Intersection LOS: B Intersection Capacity Utilization 59.2% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 1: Skokie Swift Access & Dempster Street 22-406 Residential Development - Skokie Synchro 11 Report Year 2029 Total Weekday Morning Peak Hour KP HCM 6th TWSC 2: Niles Center Road & Conrad Street 01/19/2023 Intersection Int Delay, s/veh 4.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 22 22 40 7 60 27 45 259 8 5 206 7 Future Vol, veh/h 22 22 40 7 60 27 45 259 8 5 206 7 Conflicting Peds, #/hr 11 0 7 7 0 11 1 0 9 9 0 1 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 0 0 5 14 0 0 0 6 13 0 4 0 Mvmt Flow 23 23 42 7 63 28 47 273 8 5 217 7 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 660 616 229 650 615 297 225 0 0 290 0 0 Stage 1 232 232 - 380 380 - - - - - - - Stage 2 428 384 - 270 235 - - - - - - - Critical Hdwy 7.1 6.5 6.25 7.24 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.24 5.5 - - - - - - - Critical Hdwy Stg 2 6.1 5.5 - 6.24 5.5 - - - - - - - Follow-up Hdwy 3.5 4 3.345 3.626 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 379 409 803 366 409 747 1356 - - 1283 - - Stage 1 775 716 - 618 617 - - - - - - - Stage 2 609 615 - 710 714 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 305 387 797 315 387 733 1355 - - 1272 - - Mov Cap-2 Maneuver 305 387 - 315 387 - - - - - - - Stage 1 742 712 - 588 586 - - - - - - - Stage 2 496 584 - 644 710 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 14.5 15.6 1.1 0.2 HCM LOS B C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1355 - - 469 439 1272 - - HCM Lane V/C Ratio 0.035 - - 0.189 0.225 0.004 - - HCM Control Delay (s) 7.8 0 - 14.5 15.6 7.8 0 - HCM Lane LOS A A - B C A A - HCM 95th %tile Q(veh) 0.1 - - 0.7 0.9 0 - - 22-406 Residential Development - Skokie Synchro 11 Report Year 2029 Total Weekday Morning Peak Hour KP HCM 6th TWSC 3: Niles Center Road & Greenleaf Street 01/19/2023 Intersection Int Delay, s/veh 2.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 6 9 7 8 5 35 10 262 5 53 251 6 Future Vol, veh/h 6 9 7 8 5 35 10 262 5 53 251 6 Conflicting Peds, #/hr 1 0 0 0 0 1 9 0 0 0 0 9 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 84 84 84 84 84 84 84 84 84 84 84 84 Heavy Vehicles, % 0 0 0 0 0 0 0 6 0 0 5 0 Mvmt Flow 7 11 8 10 6 42 12 312 6 63 299 7 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 802 780 312 777 780 316 315 0 0 318 0 0 Stage 1 438 438 - 339 339 - - - - - - - Stage 2 364 342 - 438 441 - - - - - - - Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 - - - - - - - Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 305 329 733 317 329 729 1257 - - 1253 - - Stage 1 601 582 - 680 643 - - - - - - - Stage 2 659 642 - 601 580 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 265 302 727 288 302 728 1246 - - 1253 - - Mov Cap-2 Maneuver 265 302 - 288 302 - - - - - - - Stage 1 589 542 - 672 635 - - - - - - - Stage 2 607 634 - 547 540 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 16 12.8 0.3 1.4 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1246 - - 354 519 1253 - - HCM Lane V/C Ratio 0.01 - - 0.074 0.11 0.05 - - HCM Control Delay (s) 7.9 0 - 16 12.8 8 0 - HCM Lane LOS A A - C B A A - HCM 95th %tile Q(veh) 0 - - 0.2 0.4 0.2 - - 22-406 Residential Development - Skokie Synchro 11 Report Year 2029 Total Weekday Morning Peak Hour KP  Capacity Analysis Summary Sheets Year 2029 Total Projected Weekday Evening Peak Hour Lanes, Volumes, Timings 1: Skokie Swift Access & Dempster Street 01/19/2023 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 978 95 37 985 0 79 0 32 8 0 16 Future Volume (vph) 0 978 95 37 985 0 79 0 32 8 0 16 Ideal Flow (vphpl) 1900 1900 1900 1900 2000 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 150 0 0 0 0 0 Storage Lanes 0 0 1 0 1 1 0 0 Taper Length (ft) 25 100 25 25 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 1.00 0.98 1.00 Frt 0.987 0.850 0.910 Flt Protected 0.950 0.950 0.984 Satd. Flow (prot) 0 3496 0 1357 3725 0 1687 0 1114 0 1701 0 Flt Permitted 0.226 0.742 0.984 Satd. Flow (perm) 0 3496 0 323 3725 0 1318 0 1094 0 1698 0 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph) 35 35 25 25 Link Distance (ft) 634 754 238 113 Travel Time (s) 12.4 14.7 6.5 3.1 Confl. Peds. (#/hr) 7 3 3 7 4 4 Confl. Bikes (#/hr) Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 0% 1% 9% 33% 2% 0% 7% 0% 45% 0% 0% 0% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid-Block Traffic (%) 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 0 1095 0 38 1005 0 81 0 33 0 24 0 Turn Type NA pm+pt NA Perm Perm Perm NA Protected Phases 2 1 6 4 Permitted Phases 6 8 8 4 Detector Phase 2 1 6 8 8 4 4 Switch Phase Minimum Initial (s) 15.0 3.0 15.0 8.0 8.0 8.0 8.0 Minimum Split (s) 43.0 9.5 24.0 32.0 32.0 32.0 32.0 Total Split (s) 75.0 13.0 88.0 32.0 32.0 32.0 32.0 Total Split (%) 62.5% 10.8% 73.3% 26.7% 26.7% 26.7% 26.7% Yellow Time (s) 4.5 3.5 4.5 4.5 4.5 4.5 4.5 All-Red Time (s) 1.5 0.0 1.5 1.5 1.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 3.5 6.0 6.0 6.0 6.0 Lead/Lag Lag Lead Lead-Lag Optimize? Yes Yes Recall Mode C-Min None Min None None None None Act Effct Green (s) 92.3 99.7 98.4 13.6 13.6 13.6 Actuated g/C Ratio 0.77 0.83 0.82 0.11 0.11 0.11 22-406 Residential Development - Skokie Synchro 11 Report Year 2029 Total Weekday Morning Peak Hour KP Lanes, Volumes, Timings 1: Skokie Swift Access & Dempster Street 01/19/2023 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.41 0.12 0.33 0.54 0.27 0.12 Control Delay 7.4 3.7 4.1 62.8 52.2 47.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 7.4 3.7 4.1 62.8 52.2 47.0 LOS A A A E D D Approach Delay 7.4 4.0 59.7 47.0 Approach LOS A A E D Queue Length 50th (ft) 170 5 98 60 24 17 Queue Length 95th (ft) 257 14 155 108 55 42 Internal Link Dist (ft) 554 674 158 33 Turn Bay Length (ft) 150 Base Capacity (vph) 2689 350 3054 285 237 367 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.41 0.11 0.33 0.28 0.14 0.07 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 84 (70%), Referenced to phase 2:EBT, Start of Green Natural Cycle: 85 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.54 Intersection Signal Delay: 8.9 Intersection LOS: A Intersection Capacity Utilization 59.2% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 1: Skokie Swift Access & Dempster Street 22-406 Residential Development - Skokie Synchro 11 Report Year 2029 Total Weekday Morning Peak Hour KP HCM 6th TWSC 2: Niles Center Road & Conrad Street 01/19/2023 Intersection Int Delay, s/veh 2.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 18 31 26 2 25 13 20 252 9 9 235 13 Future Vol, veh/h 18 31 26 2 25 13 20 252 9 9 235 13 Conflicting Peds, #/hr 4 0 6 6 0 4 1 0 5 5 0 1 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 8 3 0 0 0 0 0 4 11 0 2 0 Mvmt Flow 20 34 29 2 28 14 22 280 10 10 261 14 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 643 628 275 660 630 294 276 0 0 295 0 0 Stage 1 289 289 - 334 334 - - - - - - - Stage 2 354 339 - 326 296 - - - - - - - Critical Hdwy 7.18 6.53 6.2 7.1 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.18 5.53 - 6.1 5.5 - - - - - - - Critical Hdwy Stg 2 6.18 5.53 - 6.1 5.5 - - - - - - - Follow-up Hdwy 3.572 4.027 3.3 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 378 398 769 379 401 750 1299 - - 1278 - - Stage 1 706 671 - 684 647 - - - - - - - Stage 2 651 638 - 691 672 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 341 384 764 329 387 744 1298 - - 1272 - - Mov Cap-2 Maneuver 341 384 - 329 387 - - - - - - - Stage 1 691 664 - 667 631 - - - - - - - Stage 2 596 622 - 621 665 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 14.9 13.8 0.6 0.3 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1298 - - 448 454 1272 - - HCM Lane V/C Ratio 0.017 - - 0.186 0.098 0.008 - - HCM Control Delay (s) 7.8 0 - 14.9 13.8 7.9 0 - HCM Lane LOS A A - B B A A - HCM 95th %tile Q(veh) 0.1 - - 0.7 0.3 0 - - 22-406 Residential Development - Skokie Synchro 11 Report Year 2029 Total Weekday Morning Peak Hour KP HCM 6th TWSC 3: Niles Center Road & Greenleaf Street 01/19/2023 Intersection Int Delay, s/veh 1.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 2 4 4 4 7 13 7 251 10 26 261 4 Future Vol, veh/h 2 4 4 4 7 13 7 251 10 26 261 4 Conflicting Peds, #/hr 1 0 1 1 0 1 6 0 1 1 0 6 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 84 84 84 84 84 84 84 84 84 84 84 84 Heavy Vehicles, % 0 0 0 0 0 0 25 4 0 0 2 0 Mvmt Flow 2 5 5 5 8 15 8 299 12 31 311 5 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 716 710 321 704 706 307 322 0 0 312 0 0 Stage 1 382 382 - 322 322 - - - - - - - Stage 2 334 328 - 382 384 - - - - - - - Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.35 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 - - - - - - - Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.425 - - 2.2 - - Pot Cap-1 Maneuver 348 361 724 354 363 738 1119 - - 1260 - - Stage 1 645 616 - 694 655 - - - - - - - Stage 2 684 651 - 645 615 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 323 345 719 337 347 737 1113 - - 1259 - - Mov Cap-2 Maneuver 323 345 - 337 347 - - - - - - - Stage 1 635 594 - 687 648 - - - - - - - Stage 2 654 644 - 616 593 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 13.7 12.9 0.2 0.7 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1113 - - 428 483 1259 - - HCM Lane V/C Ratio 0.007 - - 0.028 0.059 0.025 - - HCM Control Delay (s) 8.3 0 - 13.7 12.9 7.9 0 - HCM Lane LOS A A - B B A A - HCM 95th %tile Q(veh) 0 - - 0.1 0.2 0.1 - - 22-406 Residential Development - Skokie Synchro 11 Report Year 2029 Total Weekday Morning Peak Hour KP