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02.28.22
AGENDA City Council Monday, February 28, 2022 Lorraine H. Morton Civic Center, James C. Lytle City Council Chambers, Room 2800 6:00 PM Administration & Public Works Committee begins at 4:30pm Planning & Development Committee begins at 5:15pm City Council convenes at 6pm or the conclusion of Planning & Development Committee Those wishing to make public comments at the Administrative & Public Works Committee, Planning & Development Committee or City Council meetings may submit written comments in advance or sign up to provide public comment by phone or video during the meeting by completing the City Clerk's Office's online form at www.cityofevanston.org/government/city-clerk/public-comment-sign-up or by calling/texting 847-448-4311. Community members may watch the City Council meeting online at www.cityofevanston.org/channel16 or on Cable Channel 16 Page (I) ROLL CALL COUNCILMEMBER WYNNE (II) MAYOR PUBLIC ANNOUNCEMENTS AND PROCLAMATIONS (III) CITY MANAGER PUBLIC ANNOUNCEMENTS (IV) COMMUNICATIONS: CITY CLERK Page 1 of 589 (V) PUBLIC COMMENT Members of the public are welcome to speak at City Council meetings. As part of the Council agenda, a period for public comments shall be offered at the commencement of each regular Council meeting. Public comments will be noted in the City Council Minutes and become part of the official record. Those wishing to speak should sign their name and the agenda item or non -agenda topic to be addressed on a designated participation sheet. If there are five or fewer speakers, fifteen minutes shall be provided for Public Comment. If there are more than five speakers, a period of forty-five minutes shall be provided for all comment, and no individual shall speak longer than three minutes. The Mayor will allocate time among the speakers to ensure that Public Comment does not exceed forty-five minutes. The business of the City Council shall commence forty-five minutes after the beginning of Public Comment. Aldermen do not respond during Public Comment. Public Comment is intended to foster dialogue in a respectful and civil manner. Public comments are requested to be made with these guidelines in mind. (VI) APPOINTMENTS AP1. Approval of Appointment of the 9th Ward Councilmember The Mayor recommends City Council approval of the appointment of Juan Geracaris as the new 9th Ward Councilmember. For Action Approval of Appointment of the 9th Ward Councilmember - Attachment - Pdf 9 (VII) EXECUTIVE SESSION (VIII) SPECIAL ORDERS OF BUSINESS SP1. ARPA Plan Update For Action: Accept and Place on File For Action: Accept and Place on File ARPA Plan Update - Attachment - Pdf 10 - 69 Page 2 of 589 SP2. Resolution 18-R-22, Authorizing the City Manager to Proceed With PIRHL Development to Develop the South Boulevard Project Staff recommends that the City Council adopt Resolution 18 -R-22 Authorizing the City Manager to Proceed With PIRHL Development to Develop the South Boulevard Project For Action Resolution 18-R-22, Authorizing the City Manager to Proceed With PIRHL Development to Develop the South Boulevard Project - Attachment - Pdf 70 - 81 (IX) CONSENT AGENDA - CITY COUNCIL MINUTES CM1. Approval of the Minutes of the Special City Council meeting of January 14, 2022 and the Regular City Council Meeting of January 24, 2022 Staff recommends approval of the minutes of the Special City Council meeting of January 14, 2022 and the Regular City Council meeting of January 24, 2022. For Action Special City Council Meeting Minutes January 14, 2022 City Council Meeting Minutes January 24, 2022 82 - 93 (X) CONSENT AGENDA - ADMINISTRATION & PUBLIC WORKS COMMITTEE A1. Approval of the City of Evanston Payroll, and Bills List Staff recommends City Council approval of the City of Evanston Payroll for the period of January 31, 2022, through February 13, 2022, in the amount of $3,131,873.40, Bills List for March 1, 2022, in the amount of $1,547,791.15. For Action Approval of the City of Evanston Payroll and Bills List - Pdf 94 - 115 Page 3 of 589 A2. Purchase of Seven (7) Vehicles for the Police Department and Two (2) Vehicle for the Parking Division Staff recommends City Council approval for the purchase of eight (8) 2022 Ford Hybrid Police Interceptor and one (1) 2022 Ford T ransit Connect Van for a total of $326,209 from Currie Commercial Center (10125 W. Laraway, Frankfort, IL 60423). Seven (7) vehicles will be used for the Police Department and two (2) vehicles will be used for the Administrative Services Department - Parking Division. All of the vehicles are crucial for safe, reliable and cost effective operations, and will be repurposed and rotated to less strenuous operations to maximize the use. Funding for the purchase will be from the 2022 Equipment Replacement Fund (Account 601.19.7780.65550) with a budget of $2,000,000, with an unencumbered balance of approximately $750,000. For Action Purchase of Seven (7) Vehicles for the Police Department and Two (2) Vehicle for the Parking Division - Attachment - Pdf 116 - 187 A3. Approval of Contract with Baker Tilly US, LLP for a Classification, Compensation, and Staffing Analysis (RFP 22-09) Staff recommends City Council authorize the City Manager to execute a contract with Baker Tilly US, LLP (2500 Dallas Parkway, Suite 300, Plano, TX 75093) for the purpose of conducting a classification, compensation, and staffing analysis (RFP 22-09) in the amount of $145,300. Funding will be from the City Manager’s Office - Contingencies Fund (Account 100.15.1525.68205) with an FY 2022 budget of $150,000, all of which is remaining. For Action Approval of Contract with Baker Tilly US, LLP for a Classification, Compensation, and Staffing Analysis (RFP 22-09) - Attachment - Pdf 188 - 191 Page 4 of 589 A4. Approval of the Renewal of the Axon Police Body Worn Camera Integration System Staff recommends City Council authorize the City Manager to execute a five-year contract for an integrated police body worn, in-car and investigative interview room camera system and conductive electric weapons (CEW) with Axon Enterprise, Inc., formerly kn own as Taser International (17800 N. 8th Street, Scottsdale, AZ 85255). The total cost of the five-year agreement will be $2.5 million. The annual amount is $311,000 in 2022; $464,000 in 2023; $575,000 in 2024; $575,000 in 2025; and $575,000 in 2026. Funding for this program in 2022 will be provided by the Service Agreements/Contract Account (100.22.2205.62509) in the Police Administration Business Unit. This line item has an approved budget for 2022 of $346,072. The Police Department has specifically de signated $311,000 of the budgeted amount for the Axon agreement. For 2023 through 2026, it is recommended that the annual cost is paid through Police Department funding, augmented annually to cover each increase in pricing. For Action Approval of the Renewal of the Axon Police Body Worn Camera Integration System - Pdf 192 - 270 A5. Capital Improvement Program Funding Amendment Request for Ladd Arboretum Canoe Launch Councilmember Revelle has made a referral to have the City Council approve an amendment to the 2022 Capital Improvement Program to allocate $133,000 to proceed with consulting services and preparation of a Memorandum of Understanding related to the design of a new canoe launch at the Ladd Arboretum. This would allow the Evanston Environment Association to begin fund raising for the construction of the new canoe launch. Funding to offset this increase is available from the Capital Improvement Fund 2022 General Obligation Bond issue from the James Park Athletic Field Lighting project, which is on hold for 2022. For Action Capital Improvement Program Funding Amendment Request for Ladd Arboretum Canoe Launch - Attachment - Pdf 271 - 272 Page 5 of 589 A6. Resolution 16-R-22, Authorizing the City Manager to Execute an Intergovernmental Agreement with the Regional Transportation Authority to Fund Evanston’s Accessible Bus Stop Conversion Project Staff recommends City Council approval of Resolution 16-R-22, authorizing the City Manager to execute an Intergovernmental Agreement (IGA) with the Regional Transportation Authority (RTA) to fund Evanston’s Accessible Bus Stop Conversion Project. By executing the agreement, the City of Evanston will receive $270,433.58 in grant funding and will be required to contribute $30,048 in matching funds. In addition, the City will need to fund Phase II design engineering services, which is estimated at approximately $30,000. A detailed funding analysis is included in the attached memo. For Action Resolution 16-R-22, Authorizing the City Manager to Execute an Intergovernmental Agreement with the Regional Transportation Authority to Fund Evanston - Pdf 273 - 284 A7. Resolution 19-R-22, Terminating Limits on Third-Party Delivery Service Fees Councilmember Burns recommends City Council adoption of Resolution 19-R-22, terminating limits on third-party delivery service fees. For Action Resolution 19-R-22, Terminating Limits on Third-Party Delivery Service Fees 285 - 289 A8. Ordinance 13-O-22, Authorizing the Sale of Aging Surplus Fleet Vehicles and Equipment Owned by the City of Evanston (GovDeals.com and Americas Auto Auction) Staff recommends that City Council adopt Ordinance 13-O-22, Authorizing the Sale of Aging Surplus Fleet Vehicles and Equipment Owned by the City of Evanston (GovDeals.com and Americas Auto Auction). This ordinance allows the City Manager to offer the sale of vehicles owned by the City through public online auction. For Introduction Ordinance 13-O-22, Authorizing the Sale of Aging Surplus Fleet Vehicles and Equipment Owned by the City of Evanston (GovDeals.com and Americas Auto Auction 290 - 294 Page 6 of 589 A9. Ordinance 14-O-22, Amending City Code 8-4-9-2 “Franchise” and Adding Title 8, Chapter 26 “Franchise Haulers” Staff recommends City Council adoption of Ordinance 14-O-22, Amending City Code 8-4-9-2 “Franchise” and Adding Title 8, Chapter 26 “Franchise Haulers”. For Introduction Ordinance 14-O-22, Amending City Code 8-4-9-2 “Franchise” and Adding Title 8, Chapter 26 “Franchise Haulers” - Attachment - Pdf 295 - 305 (XI) CONSENT AGENDA - PLANNING & DEVELOPMENT COMMITTEE P1. Ordinance 15-O-22, Amending the Zoning Map to Rezone 1732-34, - 40 Orrington Avenue from the D2 Downtown Retail Core District to the D3 Downtown Core Development District and Granting a Special Use for a New Ten-Story Mixed Use Planned Development at 1732- 34, -40 Orrington Avenue The Land Use Commission and staff recommend adoption of Ordinance 15-O-22, which amends the Zoning Map from the D2 Downtown Retail Core District to the D3 Downtown Core Development District and also grants approval of a Special Use for a Planned Development for a new ten-story, mixed-use building, at the property located at 1732 -34, -40 Orrington Avenue. The proposal includes the following Site Development Allowances: 1. a FAR of 7.0 where 4.5 is permitted and up to 8.0 can be requested; 2. a ziggurat setback of 6.4 feet to 11 feet where a minimum of 40 feet is required at the building height of 32 feet along Orrington Avenue; 3. a height of 149.5 feet where 85 feet is allowed and up to 170 feet can be requested, and 4. 35 on-site parking stalls where a minimum of 213 is required. For Introduction Ordinance 15-O-22, Amending the Zoning Map to Rezone 1732 -34, -40 Orrington Avenue from the D2 Downtown Retail Core District to the D3 Downtown Core D - Pdf 306 - 589 (XII) CALL OF THE WARDS Page 7 of 589 (Councilmembers shall be called upon by the Mayor to announce or provide information about any Ward or City matter which a Councilmember desires to bring before the Council.) {Council Rule 2.1(10)} (XIII) ADJOURNMENT (XIV) UPCOMING COMMITTEE MEETINGS Date Time Board/Committee/Commission 03/01/22 2:00 PM Design and Project Review Committee 03/02/22 6:30 PM Citizen Police Review Committee 03/03/22 8:30 AM Referrals Committee 03/03/22 9:00 AM Reparations Committee 03/07/22 5:00 PM Human Services Committee 03/08/22 2:00 PM Design and Project Review Committee 03/08/22 6:00 PM Finance and Budget Committee 03/10/22 6:30 PM Environmental Board 03/22/22 7:15 AM Utilities Commission (Virtual) Page 8 of 589 Memorandum To: Honorable Mayor and Members of the City Council From: David Stoneback, Interim Deputy City Manager Subject: Approval of Appointment of the 9th Ward Councilmember Date: February 28, 2022 Recommended Action: The Mayor recommends City Council approval of the appointment of Juan Geracaris as the new 9th Ward Councilmember. Council Action: For Action Summary: Appointment: 9th Ward Councilmember Juan Geracaris AP1.Page 9 of 589 Memorandum To: Honorable Mayor and Members of the City Council From: Paul Zalmezak, Economic Development Manager CC: Kelley Gandurski Interim City Manager, Dave Stoneback Interim Deputy City Manager, Sarah Flax, Housing and Grants Manager Subject: ARPA Plan Update Date: February 28, 2022 Recommended Action: For Action: Accept and Place on File Council Action: For Action: Accept and Place on File Summary: Staff has updated the ARPA funding plan to conform with new federal reporting guidelines and to assist the City Council to prioritize and evaluate funding requests. Additionally, staff has prepared a workforce development plan. Staff has also drafted a gra phic oriented executive summary of the plan to improve ARPA communications. Key updates to the plan include: 1. New federal funding categories 2. Proposed evaluation measures 3. Recommendation to establish 2022-25 City Council goals 4. Recommendation to discuss funding priorities. The new federal funding categories and funding balances are summarized in the table below: SP1.Page 10 of 589 Please review the attached documents for more detail. Workforce Development A long-term and short-term goal setting and workforce development plan is attached. The project management plan discusses the work that has already begun and the work that continues in detail. Attachments: The City of Evanston's Proposed Recovery Plan (Executive Summary) February 28 2022 City of Evanston Proposed Recovery Plan Whitepaper February 28 2022 Workforce Development_MEMO Page 2 of 60 SP1.Page 11 of 589 THE CITY OF EVANSTON'S PROPOSED RECOVERY PLAN American Rescue Plan Act of 2021Page 3 of 60SP1.Page 12 of 589 Much of the community’s focus in recent months has been carefully considering the allocation of the once in a generation American Rescue Plan Act of 2021 (ARPA) funding. Community members have demanded the funds be invested in community-wide recovery. The forces that have created this “unprecedented global phenomenon...a highly personal experience with wide-ranging effects” are accelerating the timeline to face challenges which had emerged prior to the pandemic. Racial inequities, national political instability, increased healthcare costs, declining revenue and the growth of e-commerce are leading us to reevaluate our priorities. Evanston is facing a difficult economic restructuring that will require an active response, creative solutions, openness to change, and strong leadership. While this is not the first time our community has faced adversity, it may be the most challenging to recover from. New ideas are emerging. Plans are in the works. New voices are being heard. The local response will require an elevated effort to help expedite recovery, address inequities, and invest in a reinvented Evanston economy by intentionally shifting our efforts and resources to creating community vitality. EVANSTON INVESTMENTS FOR COMMUNITY-WIDE RECOVERYPage 4 of 60SP1.Page 13 of 589 ALLOWABLE USES Municipal Revenue Loss Water, Sewer & Broadband Infrastructure Premium Pay Responding to the Public Health Emergency and Its Negative Economic ImpactsPage 5 of 60SP1.Page 14 of 589 EVANSTON COMMUNITY WIDE RECOVERY The American Rescue Plan Act (ARPA) is a $1.9 trillion federal rescue plan designed to help communities recover from the economic and health impacts of COVID-19. The City's allocation of $43 million is from an overall allocation of $350 billion to help cities replace lost tax revenue due to the pandemic in addition to water and broadband infrastructure, premium pay and response to the public health emergency and its negative economic impacts. A diverse set of stakeholders, led by the Evanston Community Foundation, including Evanston Cradle to Career, Evanston Early Childhood Council, Northwestern University and Evanston Latinos engaged in a series of roundtables, town halls, ward meetings, committee meetings, and City Council meetings to form a framework for investing for community-wide recovery. In addition to the funding required to accommodate COVID-19 related municipal revenue loss, the community prioritized Economic Development, Social Services, Affordable Housing, Water & Sewer, Inclusive & Equitable Recovery and Climate Action Resiliency. All funding must be expended by December 31, 2026. TOTAL ARPA INVESTMENT: $43,173,654Page 6 of 60SP1.Page 15 of 589 2 0 2 22021 2 0 2 3 2 0 2 4 2 0 2 5 2 0 2 6 A R P A F U N D I N G T I M E L I N E $43 million allocated to Evanston M a y 2 0 2 1 Half of funds received. J u l y 2 0 2 1 First disbursement of $21.5 million assigned and approved by City Council M a y 2 0 2 2 Remaining funds received 2 0 2 2 2 0 2 1 - 2 0 2 4 Projects implemented Funds expended or obligated D e c e m b e r 3 1 , 2 0 2 4 Funds spent D e c e m b e r 3 1 , 2 0 2 6Page 7 of 60SP1.Page 16 of 589 FEDERAL ARPA FUNDING CATEGORIES Services to Disproportionately Impacted Communities Premium Pay Infrastructure Revenue Replacement Administration & Other Public Health Negative Economic ImpactsPage 8 of 60SP1.Page 17 of 589 PUBLIC HEALTH TOTAL ARPA INVESTMENT: $1,475,000 M e n t a l Hea l t h Li v i n g Room C o v i d -19 R e s p o n s e Fu n d i n g ARPA recognizes the outsized burden to local health departments of administering COVID-19 testing, contact tracing and vaccinations to the local population. The City Council approved an allocation of $575,000 to pay for these health services. The City Council will consider an estimated $900,000 ARPA investment in a new mental health Living Room, a community-based service that provides a safe space for people in a crisis and support from peer counselors. Approved: $575,000Remaining: $900,000Page 9 of 60SP1.Page 18 of 589 NEGATIVE ECONOMIC IMPACTS TOTAL ARPA INVESTMENT: $10,849,327 The City Council and the Economic Development Committee have identified workforce development and business district strategies and an implementation plan as top priorities for ARPA funding. WORKFORCE DEVELOPMENT: BUSINESS DISTRICT STRATEGIES: The City is working to identify career paths for residents in City departments, with local employers, and identifying and coordinating resources among existing workforce partners. ARPA funds are eligible to support this work. Efforts to support the business district have included an improvement plan, altering the Orrington and Chicago Ave. Streetscape, expanding outdoor dining and other “placemaking” infrastructure, and having a Business District “Clean Team/Street Team". Approved: $900,000 Remaining: $9,949,327Page 10 of 60SP1.Page 19 of 589 SERVICES TO DISPROPORTIONATELY IMPACTED COMMUNITIES TOTAL ARPA INVESTMENT: $10,849,327 In recognition of the disproportionate impacts of COVID-19 on low-income communities including BIPOC and the importance of addressing them, ARPA funding will be used to improve their health and economic outcomes. Developing and improving housing for homeless and housing insecure individuals and families is a priority. NEW AFFORDABLE HOUSING HOUSING RETROFIT ONE-STOP-SHOP SMALL LANDLORD PROGRAM HOMELESS SHELTER CHILDCARE LATINX WELCOMING CENTER VIOLENCE REDUCTION PROGRAM GIBBS-MORRISON FACILITIES UPGRADE FOR YOUTH OUTREACH CENTER Approved: $552,500 Remaining: $10,296,827Page 11 of 60SP1.Page 20 of 589 PREMIUM PAY TOTAL ARPA INVESTMENT: $500,000 The SLFRF Final Rule that was released in early January made several changes to eligibility criteria for hazard/premium pay from the Final Interim Rule that simplify compliance. The purpose of this fund is to address the disparity between the critical services provided by and the risks taken by essential workers and the relatively low compensation they tend to receive. CITY WORKERS CHILDCARE WORKERS OTHER Remaining: $500,000Page 12 of 60SP1.Page 21 of 589 INFRASTRUCTURE TOTAL ARPA INVESTMENT: $6,000,000 ARPA funds may be used for a broad range of projects that improve access to clean drinking water, improve wastewater and stormwater infrastructure systems. Projects must provide a level of service that meets applicable health-based standards, taking into account resilience to climate change. Investments in water or sewer infrastructure should also avert disruptive and costly delays, and promote efficiency. WATER MAIN REPLACEMENT Approved: $3,000,000 Remaining: $3,000,000Page 13 of 60SP1.Page 22 of 589 REVENUE REPLACEMENT TOTAL ARPA INVESTMENT: $12,500,000 The City experienced catastrophic revenue losses in 2020 that continued in 2021 and are expected to carry into 2022. As a result, spending was cut dramatically, which negatively impacted the City’s ability to provide local government services and address the changing impact of COVID-19 on residents and businesses. ARPA is helping rebuild capacity by replacing revenue loss. EQUIPMENT REPLACEMENT PARKING FUND PROJECTS AND OPERATIONS GENERAL FUND OPERATIONS Approved: $9,950,000 Remaining: $2,550,000Page 14 of 60SP1.Page 23 of 589 ADMINISTRATION & OTHER TOTAL ARPA INVESTMENT: $1,000,000 ARPA will pay staffing and related costs to manage ARPA funded activities, comply with federal requirements, and report to Treasury. GRANT MANAGEMENTT COMPLIANCE AND REPORTING OTHER PLANNING EXPENSES Approved: $900,000 Remaining: $100,000Page 15 of 60SP1.Page 24 of 589 INCLUSIVE & EQUITABLE RECOVERY In recognition of the disproportionate housing, health and economic impacts of the pandemic on low-income communities, a range of services and programs are eligible. ARPA funds may be used to facilitate access to resources that improve health outcomes and build healthier environments. HILL & CEBA BUSINESS DISTRICTS NEW AFFORDABLE HOUSING SMALL LANDLORD PROGRAM HOUSING RETROFIT ONE-STOP SHOP FAMILY FOCUS BUILDING-SOCIAL SERVICES HUB CLIMATE ACTION RESILIENCE PLAN FOCUS The City's Climate Action and Resilience Plan (CARP) recommends projects spanning all City departments that will be undertaken over the course of several years. This comprehensive approach affects all aspects of decision-making and should not be considered as a standalone silo. Within the City's total ARPA allocation, the following projects directly align with CARP implementation: H O U S ING RE T R O F I T O N E-STOP-S H O P W A T E R & S E WE R I N F R A STRUCTURE U P G R A D E S OVERARCHING FUNDING PRIORITIES INCLUDE:Page 16 of 60SP1.Page 25 of 589 COMMUNITY-DRIVEN NEIGHBORHOOD SCALE PROJECTS TOTAL ARPA INVESTMENT: $2,500,000 Staff proposes allocating $2.5 million using participatory budgeting (PB). Staff anticipates engaging the services of experts in this work to develop a PB process that will effectively engage Evanston residents, particularly historically disenfranchised groups, so that new voices are heard. Effective PB uses grassroots organizing, outreach, and neighborly word of mouth to reach people who usually don't participate in the local government process. For example, PB doesn't restrict participation based on citizenship, so immigrants, undocumented residents, and even people under the legal voting age of 18 can take part. Effective outreach is critical to incorporate traditionally underserved perspectives into the PB process.Page 17 of 60SP1.Page 26 of 589 The following are specific projects covered under each of the proposed ARPA initiatives Public Health Northlight Theater The Aux Workforce Development - ASPIRE Program Workforce Development - City-sponsored Job Training Workforce Development - Childcare Hill & CEBA Business Districts Orrington and Chicago Ave. Streetscape/Outdoor Dining Business District Clean Team/Street Team Pandemic Recovery Business District Improvement Strategies and Implementation Plan Outdoor Dining and other "placemaking" "Infrastructure" Guaranteed Income Rehiring Public Sector Staff Mental Health Living Room Covid 19 Response Funding Negative Economic Impacts Services to Disproportionately Impacted Communities Childcare Welcoming Center LIHTC Projects - New Affordable Units Homeless shelter Small Landlord Program Housing Retrofit One-Stop Shop Youth Violence Intervention Program & Gibbs- Morrison Center Rehab as a Youth Outreach Center Premium Pay City Staff Childcare Staff Infrastructure Water Main ReplacementPage 18 of 60SP1.Page 27 of 589 The following are specific projects covered under each of the proposed ARPA initiatives Revenue Replacement Administration & Other Evanston ARPA Administration 2022 General Fund Operations Firetruck Permit Desk Software Staffing Comprehensive & Strategic Plan 2022 Equipment Replacement 2021 Parking Fund Projects 2021 Equipment Replacement 2022 Parking Fund ProjectsPage 19 of 60SP1.Page 28 of 589 FEDERAL FUNDING CATEGORY AMOUNT APPROVED TO DATE BALANCE Public Health $1,475,000 $575,000 $900,000 Negative Economic Impacts $10,849,327 $900,000 $9,949,327 Services to Disproportionately Impacted Communities $10,849,327 $552,500 $10,296,827 Premium Pay $500,000 $0 $500,000 Infrastructure $6,000,000 $3,000,000 $3,000,000 Revenue Replacement $12,500,000 $9,950,000 $2,550,000 Administrative and Other $1,000,000 $900,000 $100,000 TOTAL $43,173,654 $15,877,500 $27,296,154 ARPA COMMITMENTS TO DATE Approved $15.9M - 37% Remaining $27.3M - 63% $43.17 Million Federal ARPA AllocationPage 20 of 60SP1.Page 29 of 589 THE CITY OF EVANSTON'S PROPOSED RECOVERY PLAN American Rescue Plan Act of 2021 Presented to the Evanston City Council February 28, 2022 Page 21 of 60 SP1.Page 30 of 589 EXECUTIVE SUMMARY Evanston is poised to emerge an even stronger community as a result of the once in a generation federal response to COVID-19 known as the American Rescue Plan Act of 2021 (ARPA), which provides $43 million to help our community recover from the pandemic. We have until December 31, 2024 to allocate this community recovery investment in the following categories: 1. Public Health 2. Negative Economic Impacts 3. Services to Disproportionately Impacted Communities 4. Premium Pay 5. Infrastructure 6. Revenue Replacement 7. Administrative and Other This City of Evanston’s Proposed Recovery Plan is a community guided, City Council-informed, and staff-recommended framework to align our investment decision making with our community priorities. Much work has already been done to bring us to this point, but much of the funding has not yet been invested given the absence of a clear set of priorities or plans. This framework is intended to provide a transparent and realistic foundation to make difficult decisions. But time is of the essence. Big projects take vision and collaboration and consensus building. Activating this plan will require the City Council’s consensus on the following actions: ●Validate the plan with an affirmative City Council vote to accept the Plan and place on file ●Direct staff to help the City Council build a constituency for each plan category to ensure inclusion, transparency, and best practices from each sector ●Assign a City Council committee to each of the ARPA categories to formalize a review and City Council recommendation process ●Convene the City Council on a quarterly basis, at a minimum, to evaluate progress and adjust funding priorities accordingly ●Activate the plan by activating the community and deploying staff to quickly identify projects and programs that will help our community members and our economy to recover. This is a challenging time, and one with great promise. New ideas are emerging. Plans are in the works. New voices are being heard. The local response will require an elevated effort to help expedite recovery, address inequities, and invest in a reinvented Evanston economy by intentionally shifting our efforts and resources to creating community vitality. What we can all agree on is that our community members have demanded the funds be invested in community-wide recovery. Page 2 Page 22 of 60 SP1.Page 31 of 589 I.PROPOSED FUNDING CATEGORIES City of Evanston Process The City’s allocation of its Coronavirus State and Local Fiscal Recovery Fund (SLFRF) award of $43 million has been distributed among ten spending categories as summarized in the table below. The categories were established early in the ARPA process (May 2021) and have general, but not unanimous, consensus amongst the City Council. Category Current Allocation % of Total 1. COVID-19 Response Funding $575,000 1.3% 2. ARPA Grant Mgt,Compliance & Reporting $900,000 2.1% 3. Revenue Replacement Funding $12,500,000 29.0% 4. Hazard Premium Pay $500,000 1.2% 5. Economic Development $7,000,000 16.2% 6. Social Services $4,000,000 9.3% 7. Affordable Housing $4,000,000 9.3% 8. Water and Sewer Infrastructure $6,000,000 13.9% 9. Inclusive & Equitable Recovery $4,000,000 9.3% 10. Participatory Budgeting $2,500,000 5.8% 11. Reserve $1,198,654 2.8% Total $43,173,654 100% The categories were defined based on community input from numerous town hall, roundtable, ward and City Council meetings and for the most part align with eligible categories of uses in the SLFRF Interim Final Rule issued in May 2021. The funding allocated to each category reflects community values, COVID-19 impacted populations, negative economic impact on industry sectors, public health impacts (particularly on lower-income populations and community members of color), and City revenue shortfalls. The allocations were based on federal resources available at that time, but with the expectation that the amounts allocated should be flexible and responsive to changing conditions, both the evolving impact of COVID-19 and availability of additional federal funding, including ARPA funds allocated directly by federal agencies or as pass-through funding to states, and the Infrastructure and Build Back Better Acts under consideration by Congress. The December 31, 2024 deadline for obligating SLFRF funds to specific programs or projects using contractual agreements and the December 31, 2026 expenditure deadline for eligible uses reflects the federal expectation that different programs and projects, particularly new and large ones, will require significant time for planning and approval processes that can range from six months to a year or more for larger infrastructure projects, and for development projects to secure entitlements and complex financing, also to identify long-term operating support for new or expanded programs being proposed to address long-term health and economic inequities that have been exacerbated by COVID.. Page 3 Page 23 of 60 SP1.Page 32 of 589 Furthermore, individual components of projects or programs are eligible number of categories. A workforce development program traditionally housed in Economic Development might be geographically focused, so considered an Inclusive and Equitable Recovery activity, and an Infrastructure project could include job training to develop a workforce to replace lead service lines.. An additional example is a program to fund childcare to help lower income women return to work could be considered addressing negative economic impacts which might fit under Economic Development, Social Services, or Inclusive and Equitable Recovery categories. SLFRF Final Rule The Final Rule for the Coronavirus State and Local Fiscal Recovery Funds (SLFRF) program, was released in January 2022 with an effective date of April 1, 2022. Recipients may choose to follow the Final Rule before its effective date and Treasury will not enforce the Interim Final Rule if the use of funds is consistent with the Final Rule, regardless of when the funds were used. Key changes from the Interim Final Rule that could benefit Evanston or that affect our funding categories include: ●Clarification that funds can be used for capital expenses in addition to programs and services to support an eligible response to COVID-19’s negative health or economic impacts ●An expansion to households and communities that can be presumed to be “impacted’ or “disparately impacted” by COVID without additional analysis. And a broader set of uses as part of COVID-19 public health and economic response in all impacted communities, as well as additional activities in disparately impacted communities. ●Greater ability to restore and support government staffing, including hiring up to 7.5% above a recipient’s pre-pandemic baseline, and providing retention incentives.This is an eligible activity under Negative Economic Impacts, and does not have to be funded out of Replacement Revenue. ●Streamlined options for premium pay without requiring written justification to Treasury while maintaining a focus on lower-income and frontline workers. ●Including a broader range of lead remediation and stormwater management projects as eligible under Infrastructure ●There are more “enumerated uses” in the Final Rule to clarify eligibility of different expenditures, but these are not the only eligible uses. A Framework for Eligible Uses Beyond Those Enumerated is provided to provide guidance on how to evaluate a proposed use that is not enumerated. ●A clear definition of low and moderate income for each state and county using either the Federal Poverty Guidelines or HUD area median incomes. and a simple tool to calculate them. ●An increase from 4.1% to 5.2% in the standard growth rate used to calculate the amount of revenue loss that increased the City’s 2021 estimated lost revenue from $12,143,989 to $13,260,956, providing greater flexibility to fund needs that are eligible only under the Replacement Revenue category. In addition, new Compliance and Reporting Guidance that reflects the changes in the Final Rule was issued. Although the requirements to justify Premium Pay were reduced by the expanded definition of eligibility, additional requirements were added for capital expenditures: ●Capital projects with a budget of $1M but less than $10M must have written justification; if the project is not an enumerated use, written justification is submitted toTreasury as part of the quarterly reporting ●Capital projects of $10M or more must have written justification that is submitted to Treasury as part of quarterly reporting for enumerated or non-enumerated uses. Page 4 Page 24 of 60 SP1.Page 33 of 589 The table below aligns the City’s categories with the new federal categories. Moving forward, staff reports will refer only to the federal categories for consistency and reporting requirements. The “Table of Expenses by Expenditure Category” that includes the seven categories and eligible uses under each can be found in the appendix. Two City categories, Participatory Budgeting and Reserve, are not eligible uses, so the allocations for them will need to be assigned to eligible uses. Early in the ARPA process, Participatory Budgeting was planned to be a process by which $2.5 million would be allocated to projects or programs chosen by the community.The Reserve was intended to hold aside some funding to respond to changing conditions and needs. The two categories total $3,698,654. Staff recommends allocating $100,000 more to Administrative and Other and the balance to federal Negative Economic Impacts and Disproportionately Impacted Communities categories bringing each to $10,849,327. New ARPA Categories with City Equivalent Categories New Federal Category City Category Equivalents Allocation 1. Public Health COVID-19 Response Funding, Social Services $1,475,000 2. Negative Economic Impacts Economic Development, Social Services $10,100,000 3. Services to Disproportionately Impacted Communities Inclusive & Equitable Recovery, Affordable Housing, $8,000,000 4. Premium Pay Hazard/Premium Pay $500,000 5. Infrastructure Water and Sewer Infrastructure $6,000,000 6. Revenue Replacement Revenue Loss Funding $12,500,000 7. Administrative and Other ARPA Grant Mgt,Compliance & Reporting $900,000 Not Defined - Requires Reallocation Participatory Budgeting and Reserve to be reallocated $3,698,654 Total $43,173,654 Page 5 Page 25 of 60 SP1.Page 34 of 589 The table below is a simplified version of the ARPA allocations featuring the new federal categories, updated allocations, and percent of total. Moving forward, this will be the framework used for seeking funding and reporting outcomes. Recommended New City of Evanston ARPA Funding Allocations New Federal Category Allocation % of Total 1. Public Health $1,475,000 3.4% 2. Negative Economic Impacts $10,849,327 25.1% 3. Services to Disproportionately Impacted Communities $10,849,327 25.1% 4. Premium Pay $500,000 1.2% 5. Infrastructure $6,000,000 13.9% 6. Revenue Replacement $12,500,000 29.0% 7. Administrative and Other $1,000,000 2.3% Total $43,173,654 100% Page 6 Page 26 of 60 SP1.Page 35 of 589 II.ARPA TIMELINE / REQUIREMENTS As illustrated below, the ARPA guidelines require the City of Evanston, the funding recipient, to expend or encumber funds by December 31, 2024, with funding fully spent by December 31, 2026. Time is of the essence considering the lead time to plan and implement projects. Page 7 Page 27 of 60 SP1.Page 36 of 589 III.PUBLIC ENGAGEMENT PROCESS Three town hall meetings were held to get input from Evanston residents and stakeholders about priorities for the use of ARPA funds. The first was held in person at the Robert Crown Community Center on June 12, 2021 the second was held virtually on June 17, and the third was facilitated in Spanish at the Ecology Center on June 29. A summary of responses to the questions that were presented at each town hall / roundtable by category is provided below. Some priorities do not fall under any ARPA-related category, but are included to document the scope of the conversations. Additional input was gathered through city administered surveys, Special Service Area (SSA) district surveys, Ward meetings, and business/CEO monthly roundtable meetings. There were approximately 313 participants total. 1.Public Health Comments emphasized the need for investment in mental health services, violence deterrence, substance abuse prevention and treatment, financial support with medical bills, and increased public health and social work staffing. The target populations for the aforementioned investments include youth, senior citizens, people of color, low income residents, and unhoused individuals, particularly unhoused women and children, with an emphasis on language access. 2.Economic Impacts Attendees emphasized the need to support local business and bring businesses back to Evanston. In particular, the arts community, non-profit community, and tourism were mentioned. Workforce development, training, financial support, and business incubation were frequently mentioned, particularly for young people, people of color, the disability community, and frontline workers with a focus on job security. Direct financial assistance for families disproportionately impacted by Covid-19 was also mentioned. Commenters indicated a desire to better compensate essential workers, especially low income essential workers 3.Infrastructure Respondents mentioned a need to maintain adequate water and sewer infrastructure while emphasizing the removal and replacement of lead pipes within the City. There were also frequent comments pertaining to affordable broadband access including the need to breach the digital divide, expand 5G and hotspots, and educate residents on navigating technology. A need for public restrooms, public pools, and upgraded parks and sports facilities was mentioned. Improved solid waste services, street lighting, the creation and repair of sidewalks, bike lanes, and scooter racks in public parking facilities was also noted. Improvements to roads, train platforms, and viaducts were also mentioned. 4.Housing Affordable housing was frequently discussed by commenters, with additional mentions of financial support for small landlords and renters, promotion of accessory dwelling units, Page 8 Page 28 of 60 SP1.Page 37 of 589 housing rehabilitation, and access to informational resources. Creation of a permanent shelter for the unhoused was also mentioned. 5.Education & Childcare Attendees recommended considering schools in the 2nd and 5th Wards and a Latinx Welcome Center for demonstrable community investment. More financial support for childcare and early childhood education was a common topic including summer camps, remedial tutoring, afterschool programs, and adult education. Continued investment in the public library system was also frequently mentioned. 6.Prioritization In general, there was consensus that funds should be used to assist those most negatively impacted by COVID-19 and should reflect the City’s commitments to improved public health outcomes, racial equity, reimagined public safety, and sustainability. There was disagreement among respondents pertaining to funding prioritization - some recommended covering any debt before pursuing new projects while others did not wish to use ARPA allocations to cover any debt. Some attendees wished to use funds to reduce property taxes. The chart below shows the number of times a category was discussed relative to the total number of participants at the meetings. This is by no means an accurate account of how all community members feel regarding the categories, and participants did not comprise a statistically significant sample of Evanston’s population. Page 9 Page 29 of 60 SP1.Page 38 of 589 IV.FUNDING PRIORITIZATION & EVALUATION A.City Council Mission, Vision Statement, and Organizational Values The City’s funding categories, colloquially referred to as “buckets,” were not randomly created, but informed by years of experience, existing plans, established City Council goals, and community input received during a full year of the pandemic-related public emergency from March 2020 to the passing of the American Rescue Plan Act in the spring of 2021. These categories are not, and should not be considered fixed, nor should the allocations. The City’s ARPA plan should be a “living and breathing” document adaptable to both the knowns and the unknowns. While there are some clear and immediate impacts from the pandemic, including physical and mental health, negative economic impacts, and the loss of community members, the long-term impacts on mental well being and Evanston’s economy remain unclear. We would be wise to address the impacts we know immediately, while assessing and planning to address changes to the structure of our economy as they emerge. A good starting point is to evaluate if our categories and allocations align with City Council priorities by considering our mission statement and City Council goals as guiding principles to inform and prioritize ARPA allocations. If these are not useful, the current City Council may want to consider establishing a statement of goals for 2022-2025, the remainder of its term, and similar to the timeline to expend ARPA funds. This upcoming Comprehensive / Strategic Plan process could be an ideal time to develop those goals. So much has changed in City leadership, the economy, the community’s well-being, and frankly the world, that an update to the mission and goals is warranted, even as projects and programs are planned and funding decisions continue to be made to meet the December 2024 deadline for obligating all funds. The the City’s Mission and Vision Statements, Organizational Values and most recent City Council Goals are shown below, with prior year goals and planning documents appended: I.City of Evanston Mission Statement The City of Evanston is committed to promoting the highest quality of life for all residents by providing fiscally sound, responsive municipal services and delivering those services equitably, professionally, and with the highest degree of integrity. II.Vision Statement ●Creating the Most Liveable City in America III.Organizational Values ●Excellent Customer Service ●Continuous Improvement ●Integrity ●Accountability IV.City Council Goals adopted 2019 ●Invest in City Infrastructure and Facilities ●Enhance Community Development and Job Creation Citywide ●Expand Affordable Housing Options ●Ensure Equity in All City Operations ●Stabilize Long-term City Finances Page 10 Page 30 of 60 SP1.Page 39 of 589 B.City of Evanston Community Plans The City of Evanston staff is guided by a number of community plans, department/division work plans, and community boards & commissions plans. The following plans are active frameworks for staff recommendations to City Council, and underlying some of the ARPA recommendations. Many of these plans have been active for years. Recent plans guiding much of the early ARPA planning include:: ●Climate Action & Resilience Plan- 2018 ●Affordable Housing Whitepaper - 2017 ●Economic Development Work Plan 2020 ●Capital Improvement Plan- 2022 ●City of Evanston TIF District Planning Prioritization The City Council may want to consider confirming their respective allocations remain the priorities of their constituents. Once confirmed, staff can return to the respective committees with proactive ideas or responsive to requests from the private sector (including non-profits). Included within each category below are a series of eligible project categories provided by the federal government. City of Evanston ARPA Funding Allocations New Federal Category Allocation % of Total Priority Ranking (TBD) 1. Public Health $1,475,000 3.4% 2. Negative Economic Impacts $10,849,327 25.1% 3. Services to Disproportionately Impacted Communities $10,849,327 25.1% 4. Premium Pay $500,000 1.2% 5. Infrastructure $6,000,000 13.9% 6. Revenue Replacement $12,500,000 29.0% 7. Administrative and Other $1,000,000 2.3% Total $43,173,654 100.0% C.Evaluation Criteria In addition to some council members' desire for additional planning and the lack of consensus on funding priorities, a clear set of evaluation criteria would facilitate the objective evaluation of projects to inform decisions. This is not a new issue; many of the economic development projects approved in recent years have not necessarily adhered to a funding decision matrix or a strict plan. Oftentimes difficult decisions are made based on the information available and the needs of the community at the given time. No algorithm exists to address the community’s Page 11 Page 31 of 60 SP1.Page 40 of 589 greatest needs. However, requiring applications for funding to include an estimated number of people that will be served and the anticipated outcomes, similar to requirements for CDBG and Human Services funding, could serve as a model. A number of potential criteria are shown below that could be used to evaluate the impact, including a cost-benefit analysis of proposed programs and projects, if directed by the City Council. As displayed in the Appendix, these categories would be listed on the left and scored in a column on the right. For publishing purposes the list has been consolidated into two columns. PROJECT DESCRIPTION FINANCIAL RETURN ON INVESTMENT Description Tax Revenue Location Property Tax Generated Total Project Cost Sales Tax Generated FUNDING SOURCES Other Local Taxes (amusement, liquor, etc) ARPA Indirect Economic Impact (induced restaurant, retail, hotel sales) TIF Leverage (Public as % of Total </= 25%) General Fund Private Funding Sources Other Govt Other Public (non-city) CIP Grants Private Loans Housing Tax Credits WORKFORCE DEVELOPMENT CLIMATE ACTION RESILIENCY Jobs Mitigation Effort Created Building Efficiency Retained Renewable Energy Target Industry Zero Waste Workforce Development Opportunity Transportation and Mobility Local Hiring Urban Canopy and Green Space Minority Hiring Outreach Education and Behavior Change Women Hiring Resilience Effort Career Path Opportunity Green Infrastructure Liveable/"Thrivable" Salary Health Impacts of Extreme Heat SOCIAL RETURN ON INVESTMENT Resilience Regulations Personal financial wellness Community Networks and Education Public health Emergency Preparedness and Management Preference / priority for local ownership, MWEBE Vulnerable Populations Others TBD COMMUNITY FOUNDATION CROSS SECTOR CITY COUNCIL GOALS 2019-2020 Page 12 Page 32 of 60 SP1.Page 41 of 589 Housing City Infrastructure Childcare Job Creation Investment in Black & Latinx Communities Expand Affordable Housing Employment Ensure Equity Mental Health & Trauma Stabilize Finances OTHER MEASURES Estimated Number of People Served Outcomes These criteria could be used to build a scoring tool to evaluate all ARPA funding requests and also used for TIF and other sources. Categories could be weighted the same or differently, depending on the Council priorities. ARPA requests could also be evaluated by a simple question, “Is this an investment with potential for transformative change?” Climate Action & Resiliency Planning The City's Climate Action and Resilience Plan (CARP) recommends projects spanning all City departments and the community at large, undertaken over the course of several years. This comprehensive approach affects all aspects of decision-making and should be integrated in all activities, not treated as a standalone silo. ARPA allocations that result in increased resilience for Evanston’s most vulnerable populations align with CARP, particularly those funded in ARPA Services to Disproportionately Impacted Communities and Infrastructure categories. Based on the newly proposed funding by ARPA categories, nearly 40% of the total ARPA allocation supports CARP implementation, either directly or indirectly. In particular, the One Stop Shop Affordable Housing Retrofit Program that originated in the City’s Office of Sustainability, which received a grant to design a program to improve the energy efficiency and climate resilience of housing for lower-income residents to address inequitable health and economic outcomes of those residents, aligns with CARP goals and its Implementation Plan. Other ARPA investments in water and sewer infrastructure, particularly pertaining to green infrastructure and environmental justice efforts like lead pipe replacement also contribute to CARP implementation. Page 13 Page 33 of 60 SP1.Page 42 of 589 V.ARPA COMMITMENTS TO DATE (February 28, 2022) The City Council has approved, or committees are considering or have referred to City Council for approval, approximately $21 million. An estimated $22 million remains. The table below summarizes the approved funding allocation for each funding category (gray rows) with programs / projects with an approved allocation by City Council or committee, or under development. It includes approval dates, and pending dates for consideration by committees or City Council. The sections that follow provide narrative detail of projects and activities in each category. Page 14 Page 34 of 60 SP1.Page 43 of 589 City of Evanston ARPA Funding Allocations ARPA Expenditure Category Project, program or activity New Category Funding Requested & Estimated Requests Approved to Date Balance Status 1. Public Health $1,475,000 $1,475,000 $575,000 $900,000 1.3 Contact Tracing -Covid 19 Response $575,000 $575,000 City Council approved 11.1.2021 1.10 Mental Health Services -Mental Health Living Room $900,000 to City Council 3.14.2022 2. Negative Economic Impacts $10,849,327 $4,400,000 $900,000 $9,949,327 2.3 Household Assistance: Cash Transfers Guaranteed Income Resolution 79-R-21 $700,000 $700,000 Allocated 2.12 Aid to Other Impacted Industries -Northlight Theater $2,000,000 City Council March 14, 2022 2.9 Small Business Economic Assistance -The Aux $1,000,000 City Council March 14, 2022 2.7 Job Training Assistance (e.g., Sectoral job-training, Subsidized Employment, Employment Supports or Incentives) -Workforce Development - ASPIRE Program (Healthcare)$200,000 $200,000 City Council Approved February 14, 2022 - Workforce Development - City-sponsored Job Training Program Development TBD TBD - Workforce Development - Evanston early Childhood Council (Childcare) $500,000 TBD 2.9 Small Business Economic Assistance 2.13 Other Economic Support Hill & CEBA Business Districts TBD Awaiting results / strategies from business district study Page 15Page 35 of 60SP1.Page 44 of 589 2.13 Other Economic Support -Orrington and Chicago Ave Streetscape / Outdoor Dining TBD State Grant Award pending early 2022. Business District Clean Team / Street Team TBD Staff to seek direction to issue RFP City Council - March 14, 2022 -Pandemic Recovery Business district improvement strategies and implementation plan TBD RFP Issued; bids due 3.18.22. Determining other available funding sources in addition to ARPA, return to Council April 2022 -Outdoor Dining and other "placemaking" Infrastructure TBD Awaiting results / strategies from business district study 2.14 Rehiring Public Sector Staff 2022 Staffing TBD Included in $4,250,000 in Replacement Revenue for 2022 Budget 3. Services to Disproportionately Impacted Communities $10,849,327 $1,827,500 $552,500 $10,296,827 3.6 Healthy Childhood Environments: Child Care Childcare $1,275,000 SSC & HCDC in March/City Council April 11 , 2022 3.10 Housing Support: Affordable Housing LIHTC Projects - new affordable units TBD TBD 3.11 Housing Support: Services for Unhoused persons Homeless shelter TBD TBD 3.12 Housing Support: Other Housing Assistance Small Landlord Program TBD TBD 3.12 Housing Support: Other Housing Assistance Housing Retrofit One-Stop Shop TBD TBD 3.13 Social Determinants of Health: Other Welcoming Center TBD TBD Page 16Page 36 of 60SP1.Page 45 of 589 3.16 Social Determinants of Health: Community Violence Interventions Youth Violence Interventions Program & Gibbs-Morrison Center Rehab as a Youth Outreach Center $552,500 $552,500 TBD 4. Premium Pay $500,000 $500,000 $0 $500,000 4.1 Public Sector Employees Premium Pay - City Staff TBD 4.2 Private Sector: Grants to other employers Premium Pay - Childcare Staff $500,000 TBD 5. Infrastructure $6,000,000 $3,000,000 $3,000,000 $3,000,000 5.12 Drinking water: Transmission & distribution: Lead Remediation -Water Main Replacement - Resolution 77-R-21 $3,000,000 $3,000,000 Expended in 2021 6. Revenue Replacement $12,500,000 $9,950,000 $9,950,000 $2,550,000 6.1 Provision of Government Services 2022 General Fund Operations -Firetruck -Permit Desk Software -Staffing -Comprehensive & Strategic Plan $4,250,000 $4,250,000 Approved in 2022 Budget 2021 Equipment Replacement (91-R-21)$850,000 $850,000 Expended in 2021 2022 Equipment Replacement Fund $1,600,000 $1,600,000 Approved in 2022 Budget 2021 Parking Fund Projects (77-R-21)$950,000 $950,000 2022 Parking Fund Projects $2,300,000 $2,300,000 Approved in 2022 Budget 7. Administrative and Other $1,000,000 $900,000 $900,000 $100,000 7.1 Administrative Expenses Management,Compliance and Reporting $900,000 $900,000 City Council approved 11.8.2021 Total $43,173,654 $22,052,500 $15,877,500 $27,296,154 Page 17Page 37 of 60SP1.Page 46 of 589 VI.Category 1 - PUBLIC HEALTH The American Rescue Plan Act recognizes the outsized burden to local health departments of administering COVID-19 testing, contact tracing and vaccinations to the local population. Contact Tracing At its November 1, 2021 meeting, the City Council approved an allocation of $575,000 to pay for these health services, including $500,000 for staff performing contact tracing and $75,000 for other expenses including supplies, quarantine/isolation housing, and equipment. Funding can be used to support existing staff positions responsible for contact tracing and vaccinations, the Liaisons providing clinical and public health guidance to Evanston’s at-risk congregate settings, a contracted Medical Director, and a Public Health Data Coordinator. If the City receives grant funding from the State HHs or other sources in FY 2022, ARPA funding will be reimbursed. Mental Health Living Room Evanston currently has no community-based mental health services that offer people experiencing a mental health crisis an alternative to calling 911 or seeking hospitalization. A mental health Living Room will provide a safe space for people in a crisis, and it will also serve to alleviate the overcrowded hospital emergency rooms. Several sites for the living room were evaluated and a single-family home owned by Amita St. Francis Hospital at 311 Elmwood Avenue has been selected. A request for approximately $900,000 of ARPA for capital expenses to renovate the property and fund initial operating costs is scheduled for the March 14 City Council meeting. Page 18 Page 38 of 60 SP1.Page 47 of 589 VII.CATEGORY 2 - NEGATIVE ECONOMIC IMPACTS Local economic development is achieved when Evanston’s standard of living can be preserved and increased through a process of human and physical development that is based on principles of equity and sustainability. Ideally, Evanston’s Economic Development Strategy should include the following elements/objectives: 1.Establishes a minimum standard of living for all and increases the standard over time 2.Reduces inequality 3.Promotes and encourages sustainable resource use and production The City’s economic development initiatives will always have integrated within it the desire to maintain and attract businesses by maintaining merchant district vitality and quality of place. These activities are the basis of most standard economic development strategies. But we can no longer afford to maintain standard approaches. Now is the time to shift our economic development mindset from the traditional “growth” model to a focus on Evanstonian economic well being including coordinated workforce development, financial wellness initiatives, affordable housing policies, and technical assistance for micro-enterprises. This will require: ●Aligning City of Evanston operations and policies to help stabilize the local economy, expand revenues, and improve City services. This includes considering consolidating economic development activities occuring in a variety of divisions/departments under one department or division. ●Prioritizing the built environment by improving permit processes and technologies, creating stronger design review standards, and designing mobility alternatives while ensuring high environmental sustainability standards. Our built environment is our competitive/comparative advantage. ●Implementing Comprehensive Land Use plan, a city strategic plan, and a city-wide Business District strategy. ●Creating a collaborative and comprehensive workforce development planning with partner coordination that actively identifies our unemployed population and provide job training ●Improving family well being with strong childcare / pre-k ●Emphasizing affordable housing as an economic challenge (zoning notwithstanding) ●The convening of new Private/Public Partnerships to help guide economic policy New ideas are emerging. Plans are in the works. New voices are being heard. The local response will require an elevated effort to help expedite recovery, address inequities, and invest Page 19 Page 39 of 60 SP1.Page 48 of 589 in a reinvented Evanston economy by intentionally shifting our efforts and resources to creating community vitality through: 1.Workforce Development Initiatives, 2.Business District Improvement Strategies, 3.Affordable Housing Investment, 4.Climate Action Resiliency, and 5.Inclusive Business Development. American Rescue Plan Act Funding can be leveraged to achieve these objectives. A number of staff-driven and private sector objectives will help the City achieve these goals. More will emerge as a broader understanding of the impact COVID has had on our economy is better understood. Page 20 Page 40 of 60 SP1.Page 49 of 589 VIII.CATEGORY 3 -SERVICES TO DISPROPORTIONATELY IMPACTED COMMUNITIES The pandemic has shined a light on the need for a variety of services that are eligible for ARPA funding to assist populations experiencing health or economic harm from the pandemic. ARPA is one-time funding, so capital needs to expand service delivery capacity, and types of services needed that are currently unavailable should be prioritized. Mental health and childcare have been prioritized to address the immediate and long-term health and economic impacts of COVID-19. Development of a Latinx Welcome Center is also included based on input from the community. In recognition of the disproportionate housing, health, and economic impacts of the COVID-19 pandemic on low-income communities and the importance of mitigating these effects, a broad range of services and programs are eligible uses. ARPA funds may be used to facilitate access to resources that improve health outcomes and build healthier environments. Some plans include the Small Landlord Program, Low-Income Housing Tax Credit projects, and the Housing Retrofit One-Stop-Shop. Staff recommends developing a community engagement process with residents of the neighborhood(s) targeted for this funding. Planning will involve cross-departmental coordination. Programs and projects proposed for funding in this category will be reviewed by the Housing and Community Development Committee or Economic Development Committee before being brought to the City Council. Childcare The childcare industry was hit hard by COVID-19. This impact on childcare harms lower-income children and their parents. The Evanston Early Childhood Council (EECC) comprises 25 early childhood providers and early education centers. The funding request of proposed $1.775 million for childcare providers allocation of ARPA funds to EECC addresses both services and capital needs. Staff recommends that the Social Services Committee review the services request and the Housing and Community Development Committee review the capital request in March before coming to the City Council at its 4/11/22 meeting. Affordable Housing Developing and improving housing for homeless and housing insecure individuals and families is an eligible use to alleviate the economic impacts of the pandemic, address health and economic outcomes of the pandemic in low-income areas, and facilitate the integration of affordable housing in neighborhoods with high levels of opportunity. Staff proposes developing recommendations for specific housing projects or programs for consideration by the Housing and Community Development Committee before going to City Page 21 Page 41 of 60 SP1.Page 50 of 589 Council for approval. These housing plans include increasing the number of housing units that qualify for Low-Income Housing Tax Credits, an Affordable, Resilient Housing Retrofit Program, assistance for small local landlords, and a Permanent 24/7 Homeless Shelter. Affordable Housing development: The Illinois Housing Development Authority (IHDA) approved the Preliminary Project Assessment for the Mt Pisgah Apartments, a new mixed use housing development at 1805 Church Street by Housing Opportunity Development Corporation and Mt. Pisgah Ministry. Their full Low Income Housing Tax Credit application has been submitted to IHDA Homeless Shelter: HOME-ARP funding from ARPA can be used for the acquisition and rehab/construction of homeless shelters, as well as to develop housing units specifically for the homeless and unstably housed. Staff continues to communicate with the Alliance and Connections for the Homeless about shelter needs in Evanston and north suburban Cook County to develop a plan for consideration by the Housing and Community Development Committee before going to City Council for approval. Small Landlord Program: Many small landlords experienced rent losses of 10% or more during the COVID-19 pandemic. Only about 25% of smaller and local landlords across the country were able to benefit from the Federal rental assistance programs. The Housing and Community Development Committee (HCDC) formed a working group to get more input from small, local landlords on their needs to inform the development of a program to address them that will be brought to HCDC for review before its submission to the City Council. Housing Retrofit One Stop Shop: Staff presented the recommendation to develop a pilot One Stop Shop to implement recommendations made by the Center for Neighborhood Technology (CNT), Elevate, Muse Community+Design, and City Sustainability staff that was funded by the Partners for Places grant. Staff is meeting with CNT and Elevate to develop a proposal, timeline and funding request for consideration by the Housing and Community Development Committee before going to City Council for approval. Welcoming Center Evanston’s Latinx population has grown substantially in recent years. Based on census data, the Hispanic population has increased from 6,739 residents in 2010 to 8,778 residents in 2020. Input from the Latinx community at two roundtables facilitated by Envisioning Equity in June and October 2021 identified the need for a Latinx community center to improve access to services. The community center or Welcoming center will provide a facility for existing Latinx organizations in Evanston. ARPA funds could be used for the start-up costs of the welcome center. City Clerk Mendoza and Housing and Grants staff are forming a task force of service providers and community members to conduct community outreach for input on the physical space needed and to prioritize programming. Page 22 Page 42 of 60 SP1.Page 51 of 589 Youth Violence Interventions Program and Gibbs Morrison Rehabilitation as a Youth Outreach Center City Council approved $552,500 of ARPA to expand the 2021 “My City, Your City, Our City '' Initiative to implement violence prevention strategies throughout 2022 for youth aged 11 - 30 years and their families that are impacted by violence at their meeting on January 10, 2022. A request for additional funding for the Workforce Development component of the program will be brought to the City Council in April. Funding to rehabilitate the Gibbs-Morrison Center for this program is being developed and will be brought to Council in future, as well. Page 23 Page 43 of 60 SP1.Page 52 of 589 IX.CATEGORY 4 - PREMIUM PAY The SLFRF Final Rule that was released in early January made several changes to eligibility criteria for hazard/premium pay from the Final Interim Rule that simplify compliance. However, the purpose remains the same “to address the disparity between the critical services provided by and the risks taken by essential workers and the relatively low compensation they tend to receive.” Any funds allocated by City Council to address this impact of the coronavirus will be reported in this eligible use, whether for City or non-City employees. The Evanston Early Childhood Council request includes $500,000 to compensate childcare workers who are eligible for premium pay because they perform essential work and continue to face heightened risk because children 0-5 are not eligible for vaccination and due to the low pay rates of this employment sector. Page 24 Page 44 of 60 SP1.Page 53 of 589 X.CATEGORY 5 - INFRASTRUCTURE ARPA funds may be used for a broad range of projects that improve access to clean drinking water, improve wastewater and stormwater infrastructure systems. Projects must provide a level of service that meets applicable health-based standards, taking into account resilience to climate change. Investments in water or sewer infrastructure should also avert disruptive and costly delays, and promote efficiency. ARPA encourages using projects to support the economic recovery through employment opportunities for workers to ensure a reliable supply of skilled labor that would minimize disruptions, such as those associated with labor disputes or workplace injuries. ARPA provides substantial flexibility to address local needs and priorities, and align eligible uses with projects that would be eligible to receive financial assistance through the Environmental Protection Agency’s (EPA) Clean Water State Page 17 of 23 SP1. Page 20 of 26 Revolving Fund (CWSRF) or Drinking Water State Revolving Fund (DWSRF). Eligible projects include: ●Water main replacement. Council approved $3 million for water main replacement in 2021 (72-R-21). All funds have been expended and reported to Treasury. ●ARPA funds can be used to cover the $3 million dollars needed for water main replacement in 2022. Additional funding must be allocated by City council for this purpose. ●Replacement of lead water service lines. On August 27, 2021, the Governor signed HB3739, the Lead Service Line Replacement and Notification Act that requires lead service lines to be replaced when installing new water mains and that lead service lines can not be repaired; they must be replaced in their entirety. The City must remove all lead service lines within 34 years; the cost to remove the 11,400 partial or full lead service lines in Evanston is $168,000,000. A program to replace lead service lines that includes a local training and employment component is in the planning stages. Page 25 Page 45 of 60 SP1.Page 54 of 589 XI.CATEGORY 6 - Revenue Replacement Funding With the approval of the 2022 Budget, staff has updated the allocations made out of the revenue Replacement funding category. Several of the allocations have been approved either by resolution or as part of the 2022 budget. City staff are taking action to use the approved funds. The $850,000 for 2021 Equipment Replacement Spending has been spent. A bid will be issued for the 2021 Parking Fund Projects in February with a contract award anticipated by March 31, 2022. Implementation of the 2022 Equipment Replacement Spending, 2022 Parking Fund projects, and 2022 General Fund City Staffing: The City experienced catastrophic revenue losses in 2020, and those losses have continued in 2021 and expect to carry into 2022. As a result, staffing and other spending were cut dramatically in the 2021 budget.The reduction has negatively impacted the ability to provide local governmental services.With the receipt of ARPA,the 2022 budget included funding to restore staffing to pre-pandemic levels. Changes in the new Final Rule make this funding for City staff originally allocated this category eligible in the Negative Economic Impact category of Rehiring Public Sector Staff. The Final Rule allows the City to hire up to 7.5% over our pre-COVID FTEs. The positions did not have to exist in the pre-COVID budget. Moving this expense out of Revenue Replacement will free up additional funding for needs that cannot be qualified in other categories. Funding was allocated in 2021 under the Replacement revenue category for Parking Fund Projects in the amount of $950,000 (77-R-21) and an additional $1,600,000 was approved by City Council as part of the 2022 Budget for this purpose to address the loss of parking revenue due to the lack of parking activity in downtown Evanston and other business districts in 2020 and 2021. Page 26 Page 46 of 60 SP1.Page 55 of 589 XII.CATEGORY 7 - ADMINISTRATIVE AND OTHER ARPA recipient communities may use funding to cover payroll and benefits of employees responsible for disbursing ARPA funds, managing ARPA-funded programs and projects, and providing compliance and reporting on ARPA. City Council approved $900,000 for this purpose. An additional $100,000 is budgeted for other needs such as development of a Particpatory Budgeting process to engage residents in determining what program and projects are most needed to address their needs that are eligible for ARPA. ARPA Grant Management staff will be involved in the planning and implementation of funded activities and programs. Examples: developing and managing a housing rehabilitation program to improve housing for lower-income residents, helping implement Participatory Budgeting, and ensuring that CARP and Environmental Justice goals are embedded in ARPA projects and programs. The City of Evanston is accountable to Treasury for oversight of all programs and projects funded with ARPA, whether implemented by the City or its subrecipients, and is responsible for ensuring subrecipient compliance with the SLFRF statute, Award Terms and Conditions, Treasury’s Interim Final Rule, and reporting requirements, as applicable. Funded activities should promote equitable delivery of government benefits and opportunities to underserved communities as outlined in Executive Order 13985, On Advancing Racial Equity and Support for Underserved. Accountability for the use of funds must be consistent with Administration guidance per Memorandum M -21 -20 and Memorandum M -20 -21, including, but are not limited to: ●Determining eligibility and documenting compliance with requirements for the use of all funds, including determining subrecipients’ or beneficiaries’ eligibility for funding ●Monitoring the use of all funding awards for compliance with all regulations ●Ensuring compliance with obligation and expenditure deadlines. ●Ensuring compliance with the Uniform Administrative Requirements, Cost Principles, and Audit Requirements for Federal Awards, and the 2020 OMB Compliance Supplement Part 3 issued August 18, 2020 ●Developing and maintaining risk-based due diligence to ensure subrecipient and contractor eligibility for federal fund awards ●Ensuring that equipment and real property acquired with ARPA funds are used for the originally authorized purpose, procurement is conducted to provide full and open competition, and written standards of conduct and prohibitions on dealing with suspended or debarred parties are maintained ●Calculating and documenting any program income ●Maintaining records following guidance from Treasury, including using machine- readable formats for collecting, transmitting and storing those records ●Completing and submitting all required project and expenditure reports on a quarterly and annual basis, including detailed obligations and expenditures for contracts, grants,loans, and direct payments ≥ $50,000. Page 27 Page 47 of 60 SP1.Page 56 of 589 Page 28 Page 48 of 60 SP1.Page 57 of 589 APPENDIX Table of Expenses by Expenditure Category In this section, list the amount of funds used in each Expenditure Category. The table should include cumulative expenses to date within each category, and the additional amount spent within each category since the last annual Recovery Plan. Jurisdictions may modify the table as needed by deleting unused rows where they have not expended any funds or by adding columns to more clearly characterize their program expenditures over time. For the initial Recovery Plan, the amounts listed for “Cumulative expenditures to date” and “Amount spent since last Recovery Plan” will be equal. Category Cumulative expenditures to date ($) Amount spent since last Recovery Plan 1 Expenditure Category: Public Health 1.1 COVID-19 Vaccination 1.2 COVID-19 Testing 1.3 COVID-19 Contact Tracing 1.4 Prevention in Congregate Settings (Nursing Homes, Prisons/Jails, Dense Work Sites, Schools, etc.) 1.5 Personal Protective Equipment 1.6 Medical Expenses (including Alternative Care Facilities) 1.7 Capital Investments or Physical Plant Changes to Public Facilities that respond to the COVID-19 public health emergency 1.8 Other COVID-19 Public Health Expenses (including Communications, Enforcement, Isolation/Quarantine) 1.9 Payroll Costs for Public Health, Safety, and Other Public Sector Staff Responding to COVID-19 1.10 Mental Health Services 1.11 Substance Use Services 1.12 Other Public Health Services 2 Expenditure Category: Negative Economic Impacts 2.1 Household Assistance: Food Programs Page 29 Page 49 of 60 SP1.Page 58 of 589 Category Cumulative expenditures to date ($) Amount spent since last Recovery Plan 2.2 Household Assistance: Rent, Mortgage, and Utility Aid 2.3 Household Assistance: Cash Transfers 2.4 Household Assistance: Internet Access Programs 2.5 Household Assistance: Eviction Prevention 2.6 Unemployment Benefits or Cash Assistance to Unemployed Workers 2.7 Job Training Assistance (e.g., Sectoral job-training, Subsidized Employment, Employment Supports or Incentives) 2.8 Contributions to UI Trust Funds* 2.9 Small Business Economic Assistance (General) 2.10 Aid to nonprofit organizations 2.11 Aid to Tourism, Travel, or Hospitality 2.12 Aid to Other Impacted Industries 2.13 Other Economic Support 2.14 Rehiring Public Sector Staff 3 Expenditure Category: Services to Disproportionately Impacted Communities 3.1 Education Assistance: Early Learning 3.2 Education Assistance: Aid to High-Poverty Districts 3.3 Education Assistance: Academic Services 3.4 Education Assistance: Social, Emotional, and Mental Health Services 3.5 Education Assistance: Other 3.6 Healthy Childhood Environments: Child Care 3.7 Healthy Childhood Environments: Home Visiting 3.8 Healthy Childhood Environments: Services to Foster Youth or Families Involved in Child Welfare System 3.9.Healthy Childhood Environments: Other 3.10 Housing Support: Affordable Housing 3.11 Housing Support: Services for Unhoused persons 3.12 Housing Support: Other Housing Assistance 3.13 Social Determinants of Health: Other 3.14 Social Determinants of Health: Community Health Workers or Benefits Navigators 3.15 Social Determinants of Health: Lead Remediation Page 30 Page 50 of 60 SP1.Page 59 of 589 Category Cumulative expenditures to date ($) Amount spent since last Recovery Plan 3.16 Social Determinants of Health: Community Violence Interventions 4 Expenditure Category: Premium Pay 4.1 Public Sector Employees 4.2 Private Sector: Grants to other employers 5 Expenditure Category: Infrastructure 5.1 Clean Water: Centralized wastewater treatment 5.2 Clean Water: Centralized wastewater collection and conveyance 5.3 Clean Water: Decentralized wastewater 5.4 Clean Water: Combined sewer overflows 5.5 Clean Water: Other sewer infrastructure 5.6 Clean Water: Stormwater 5.7 Clean Water: Energy conservation 5.8 Clean Water: Water conservation 5.9 Clean Water: Nonpoint source 5.10 Drinking water: Treatment 5.11 Drinking water: Transmission & distribution 5.12 Drinking water: Transmission & distribution: lead remediation 5.13 Drinking water: Source 5.14 Drinking water: Storage 5.15 Drinking water: Other water infrastructure 5.16 Broadband: “Last Mile” projects 5.17 Broadband: Other projects 6 Expenditure Category: Revenue Replacement 6.1 Provision of Government Services 7 Administrative and Other 7.1 Administrative Expenses 7.2 Evaluation and data analysis 7.3 Transfers to Other Units of Government 7.4 Transfers to Nonentitlement Units (States and Territories only) Page 31 Page 51 of 60 SP1.Page 60 of 589 PROPOSED ARPA / CITY INVESTMENT EVALUATION TOOL PROJECT DESCRIPTION Description Location Total Project Cost FUNDING SOURCES ARPA $ Housing Tax Credits $ Other Govt $ TIF $ CIP $ Housing Tax Credits $ Private $ FINANCIAL RETURN ON INVESTMENT Tax Revenue Property Tax Generated $ Sales Tax Generated $ Other Local Taxes (amusement, liquor, etc)$ Indirect Economic Impact (induced restaurant, retail, hotel sales)$ Leverage (Public as % of Total </= 25%)% Private Funding Sources $ Other Public (non-city)$ Grants $ Loans $ CLIMATE ACTION RESILIENCY Mitigation Effort Weighted Scoring Building Efficiency Renewable Energy Zero Waste Transportation and Mobility Urban Canopy and Green Space Outreach Education and Behavior Change Resilience Effort Green Infrastructure Page 32 Page 52 of 60 SP1.Page 61 of 589 Health Impacts of Extreme Heat Resilience Regulations Community Networks and Education Emergency Preparedness and Management Vulnerable Populations WORKFORCE DEVELOPMENT RETURN ON INVESTMENT Jobs Weighted Scoring Created Retained Target Industry Workforce Development Opportunity Local Hiring Minority Hiring Women Hiring Career Path Opportunity Liveable/"Thrivable" Salary SOCIAL RETURN ON INVESTMENT[1] Personal financial wellness Weighted ScoringPublic health Preference / priority for local ownership, MWEBE Others TBD ARPA CATEGORY Economic Development Yes or no Social Services Yes or no Affordable Housing Yes or no Qualified Area Focused Inclusive & Equitable Recovery Yes or no COMMUNITY FOUNDATION CROSS-SECTOR THEMES Housing Yes or no Childcare Yes or no Investment in Black & Latinx Communities Yes or no Employment Yes or no Mental Health & Trauma Yes or no CITY COUNCIL GOALS 2019-2020 City Infrastructure Yes or no Job Creation Yes or no Page 33 Page 53 of 60 SP1.Page 62 of 589 Expand Affordable Housing Yes or no Ensure Equity Yes or no Stabilize Finances Yes or no Climate Action & Resilience Plan Yes or no [1]Social return on investment (SROI) is a method for measuring values that are not traditionally reflected in financial statements, including social, economic, and environmental factors. They can identify how effectively a company uses its capital and other resources to create value for the community. Source: Investopedia Page 34 Page 54 of 60 SP1.Page 63 of 589 Page 1 of 6 Memorandum To: Kelley Gandurski, Interim City Manager From: Nathan M. Norman, Workforce Development Coordinator cc: Ike Ogbo, Director, Health & Human Services Subject: Draft Workforce Development Plan Date: February 14, 2022 Summary: In December 2021, a Workforce Development Coordinator position was created in the Health and Human Services Department to undertake the responsibilities of workforce development and expansion in Evanston. The new City of Evanston (COE) workforce development framework is to provide the avenues and opportunities to take the Evanston workforce planning and development efforts to new heights by addressing emerging and current industry skill gaps and identifying industry priorities with employer partners. The workforce development plan is an inaugural effort that aims to develop a diverse and skilled workforce by empowering, educating, and training participants with the skills required to obtain sustainable career opportunities. The workforce development framework offers a vision for providing apprenticeship opportunities and building sustainable employer-driven, community-supported industry partnerships with the City of Evanston. At large, this will play a catalyst and bridge- building role between the established workforce infrastructure – employers – and Evanston job seekers that want to build careers. The COE workforce development efforts will be designed to coordinate, implement, and sustain public and private-sector policies, objectives, and programs to achieve desired outcomes. Need for Workforce Development in Evanston: The Workforce Development Coordinator position was created to embark on workforce development and planning in Evanston. The coordinator is a strategic workforce development staff focused on sustainable career paths and promoting the self - sufficiency of individuals by reducing the gap between Evanston employers and job seekers for in-demand career skill sets needed to compete in the 21st century. The City prioritizes workforce development, which has resulted in a position created to focus on Page 55 of 60 SP1.Page 64 of 589 not only on planning, but managing workforce development, outreach, strategies, activities, and programming geared towards diverse economic opportunities. Providing assistance and resources through various channels for job seekers and employers in Evanston is beneficial in ensuring that local businesses thrive in our community. The COE is now in the appropriate position to continue its evolution as an organizing vehicle that can support a workforce development framework that positions Evanston community members for career attainment, apprenticeship opportunities, training, advancement, and individual and family prosperity. Designing innovative workforce development strategies promote systemic change that benefits Evanston workers of all wage and skill levels, adding efficacy to the emerging and in-demand industries and the Evanston community at large. The Workforce Development Coordinator has engaged a number of intern al and external partners in an effort to expand opportunities. Areas that aid in realizing the future of workforce development include, but are not limited to, internal apprenticeship programs within the following departments: Public Works: Lead pipe replacement program, sidewalk replacement projects, and the Water Division apprenticeships. Administrative Services: Facilities Maintenance Division apprenticeships Other Departments: To be determined. The Workforce Development Coordinator will continue to connect with other departments to review and assess their needs for workforce opportunities. Immediate goals: The Workforce Development Coordinator is developing a plan that incorporates both immediate and long-term goals. These goals are already in motion and/or will be achieved in 2022. The goals are as follows: Build a network of sectorial partnerships. Engage the community’s most underserved population (e.g., unemployed, underemployed, reentering citizens). Develop a workforce pipeline to local businesses that engage youth and young adults within our community and provide them with opportunities to explore sustainable careers. Provide opportunities for career acceleration through apprenticeships, certification programs, and credential attainment. Be employer-driven by helping local employers to recognize their self -interest in, and need for, the workforce Partnership. Work with internal staff to implement COE apprenticeship opportunities. Produce an interactive workforce development website to increase program visibility. Page 56 of 60 SP1.Page 65 of 589 Providing training to the Workforce Development Coordinator for growth in knowledge and skills that align with current workforce development practices and standards. Long term goals: The long-term goals are achievable in 2023 and beyond. Consultation with the Department Head, City Manager, and City Council will be made before the implementation of the activities or programs outlined below. They are as follows: Shift to a managerial role and hire additional support staff to assist in administering program goals and objectives. Secure funding in the 2023 fiscal budget dedicated explicitly to workforce development. Include the Chicago/Cook Workforce Partnership as a key player in assisting with funding and as the central body that provides the source of local and regional labor market data. Codify the COE’s apprenticeship opportunities under the workforce development website. Finally, provide targeted assistance and support for all key stakeholders to route Evanston community members into emerging and in-demand employment credentials and career pathways. Sector Partnerships/collaborations: The City’s workforce programming will include sectorial partnerships with NorthShore University Health System, the Youth Job Center, Whole & Free Foods, the James B. Moran Center for Youth Advocacy, Oakton Community College, Northwestern University, Cradle to Career, YWCA, the National Able Network, Curt’s Café, Evanston Work Ethic Program, Evanston Rebuilding Warehouse, Ward Manufacturing, Mather, the Mayor’s Employment Advisory Council (MEAC) and other entities. The Workforce Development Coordinator will continue to seek additional collaborators and partners not included in the list above that will cultivate sector partnership that create both employer and career seeker consistency. In addition, sector partnerships will be beneficial and result in the advancement and alignment of education and training inputs and outputs for many Evanston community members. The Workforce Development Coordinator has initiated collaborative partnerships with Whole and Free Foods and Evanston Rebuilder Warehouse (ERW), both community- based workforce agencies. The Workforce Development Coordinator has also begun discussions centered around the opportunity for these community partners to collaborate with the City in an effort to pursue sector-based workforce development strategies, particularly ERW as a building trades partner. Moreover, these agencies assist the city in providing residents with multiple entry and exit points to accommodate Page 57 of 60 SP1.Page 66 of 589 academic readiness and employment on-ramping and off-ramping when necessary. These workforce programs intend to lead to industry-recognized credentials that lead to jobs that pay family-sustaining wages and offer occupational advancement opportunities. Additionally, proper alignment coupled with community partnership creates synergy and allows for an efficient workforce development initiative to achieve the following: Enhance public-private partnerships through better connectivity and alignment. Increase investment in our workforce system, leading to greater economic vitality for our community. Engage in sector strategies of our growth industries by identifying current skill gaps of both incumbent and entry-level workers, resulting in skill upgrades through customized training and partnerships. Creating customized apprenticeship training that will result in stackable credentials and degree attainment. Design innovative workforce development strategies that reach youth and young adults and provide ongoing career support. Identify career pathways in major industry sectors to enhance viable options for young adults who explore nontraditional paths. Expand workforce opportunities for the City of Evanston and the broader community, particularly 24 to 34 years old. Help reduce barriers that prevent job seekers from successfully entering the workforce. Staffing needs/resources: Staff support will be a crucial component in amplifying the City’s workforce development initiatives. The Workforce Development Coordinator’s work will be expansive and detailed as workforce development grows to meet the demands and needs of a unique community such as Evanston. The role will act as a catalyst and convener of employer champions, community partners, organized labor, human service organizations, the university, local community college, community-based organizations, workforce planning, development, and training agencies. These partnerships, development, and planning will lead to better outcomes for both workers and employers. Additionally, the Workforce Development Coordinator is responsible for participating in the operational needs of both the Minority Women Evanston Business Enterprise (MWEBE) and the Local Employment Program (LEP). Responsibilities include, but are not limited to: Develop and maintain a list of qualified unemployed and underemployed Evanston residents that contractors can use as a pool of LEP workers to draw from. Attend project kickoff meetings to discuss compliance reporting. Page 58 of 60 SP1.Page 67 of 589 Attend project kickoff meetings to detail contractor obligations and provide information about the LEP worker list. Meet with contractors having difficulty achieving compliance and review efforts to comply. Determine if full or partial waivers are appropriate, which have to be completed in a timely fashion to process the final payment. Furthermore, in less than 90 days since starting in his position, the Workforce Development Coordinator has cultivated meaningful connections with local employers and possesses deep and fruitful relationships with schools, businesses, community- based organizations, and workforce development partners. As noted above, to effectively establish a workforce plan and ensure the program is resourced, organized, and staffed; adequate program support can be achieved with the following staff: Business/Workforce Services Manager/Supervisor 2 Workforce Development staff members/ Coordinator 1 Administrative Assistant. Funding/workforce comparison: After researching municipalities with similar populations and workforce programs via the National League of Cities and learning more about allocation made to metropolitan cities, the Workforce Development Coordinator has included the table below that shows funding allocations for these successful workforce programs. SOURCE _ ARPA FUND ALLOCATION TO METROPOLITAN CITIES Funding and sustainability of the program: This conceptualization and operational workforce plan reflect valid assumptions related to the nature of in-demand workforce training and represent a feasible approach to Page 59 of 60 SP1.Page 68 of 589 reducing the gap between Evanston employers and job seekers for in -demand career skill sets needed to compete in the 21st century. Obtaining initial funding through the American Rescue Plan Act (ARPA) to achieve the program's immediate goals would provide a sufficient foundation. Securing funding in the 2023 budget cycle would ensure the stability of the workforce development program. Staff will, by midyear, provide a detailed expense summary for the 2023 budget. The funding will be used in the manner highlighted below. Staffing – Hiring two full-time positions and one part-time position to provide ample assistance and coverage needed for a robust workforce development program in Evanston. Scholarships – Providing education opportunities, training, credential attainment, and certification programs. Apprenticeships – Funds will be used to support internal and external apprenticeships. Miscellaneous Operating Expenses – Funds will be used for marketing, transportation, training, and other costs of operating the program. Finally, the workforce development plan/framework seeks to address emerging and current industry skill gaps, identify industry priorities with employer partners, and serves as a resource where both business and current and future employees can sit at a single table to plan, develop, and engage multiple concepts, ideas, and programs that improve and increase Evanston’s prosperity. Such efforts align with the City’s commitment to advance equity, diversity, and inclusion and better position the COE’s resources to advance the Mayor and City Council’s workforce development goals and objectives. Page 60 of 60 SP1.Page 69 of 589 Memorandum To: Honorable Mayor and Members of the City Council From: Paul Zalmezak, Economic Development Manager CC: Sarah Flax, Housing and Grants Manager Subject: Resolution 18-R-22, Authorizing the City Manager to Proceed With PIRHL Development to Develop the South Boulevard Project Date: February 28, 2022 Recommended Action: Staff recommends that the City Council adopt Resolution 18-R-22 Authorizing the City Manager to Proceed With PIRHL Development to Develop the South Boulevard Project Council Action: For Action Summary: Staff seeks City Council authorization to proceed with PIRHL Development's proposal for a mixed-income housing project at 504-14 South Boulevard. The site includes the City’s Lot 1 parking lot and the adjacent property with four townhouse units to the west owned by the Housing Authority of Cook County (HACC). This same authorization will be sought from the HACC’s board of directors at its April 2022meeting. The City and HACC issued a joint Request for Proposals (RFP) on April 13, 2021, following its approval by City Council on April 12, 2021. The RFP process is detailed at the following website link: https://www.cityofevanston.org/business/504-518-south-boulevard The RFP specified that a successful proposal must adhere to the following: 1. a mixed income residential development 2. units affordable to a wide range of households at various tiers including market rate and 30% to 100% of Area Median Income (AMI). 3. Provision of family sized units (e.g. three-bedrooms) 4. Consider amenity spaces such as community rooms, computer rooms, or/and children’s play room, as permissible. SP2.Page 70 of 589 5. The project design must fit within the neighborhood context in terms of height, massing, and materials. 6. Cannot exceed the C1a or R5 zoning 7. must include 20 permit parking spaces, equal to the average number of permits issued for the existing parking lot, to limit parking impact in the neighborhood. Seven development teams submitted proposals for mixed income residential projects by the July 16, 2021 RFP deadline. A joint review committee composed of three City staff and two HACC staff was formed to evaluate the proposals using the scoring rubric (100 points total) included in the RFP summarized below: 1. 20 points - Qualifications / Experience 2. 10 points - Public Benefits 3. 30 Points - Development Concept and 4. 30 Points - Finance Plan 5. 10 Points - Reference The review committee met several times in August 2021 to discuss the proposals and submitted individual scores. The average of those individual scores are summarized below. This was the committee's first review of the proposed development concepts with anticipated financing. This is different than a bidding process which requires staff to select the most responsive bidder / highest offer. Furthermore, once selected, the respondent would be required to submit a zoning analysis and begin the City of Evanston's Planned Development process. In October 2021, the review committee agreed to interview the top four proposals for further analysis and clarification of the proposals. The interviews were conducted remotely, followed by a meeting of the committee to discuss the proposals and adjust sco res accordingly. The table below is the resulting scores post interviews. PIRHL achieved the highest score at 91 Page 2 of 12 SP2.Page 71 of 589 points resulting in the committee’s recommendation to proceed with PIRHL. PIRHL moved to the top based on a better understanding of finance plan, design, and unit mix/program. 504-514 South Boulevard Proposal Evaluations - Interview Round Average of RFP Review Committee Individual Scoring Criteria Qualification & Experience Public Benefits Concepts & Analysis Financing Plan Reference Total Possible Points 20 10 30 30 10 100 PIRHL 18 8 27 28 10 91 CPAH & REBA 18 9 27 26 10 90 Michaels 19 8 28 22 9 86 Community Builders 18 8 20 26 9 81 The committee then agreed to host one last interview round with the two top scoring proposals. The interviews were held in person on January 20, 2022. Members of the interview committee did not change their scores as a result of the interviews and confirme d PIRHL as the recommended awardee of this RFP. 504-514 South Boulevard Proposal Evaluations - FINAL Average of RFP Review Committee Individual Scoring Criteria Qualification & Experience Public Benefits Concepts & Analysis Financing Plan Reference Total Possible Points 20 10 30 30 10 100 PIRHL 18 8 27 28 10 91 CPAH & REBA 18 9 27 26 10 90 PIRHL Proposal Rendering of PIRHL's Conceptual Design for 504-514 South Boulevard Page 3 of 12 SP2.Page 72 of 589 PIRHL Developers, LLC, founded and formerly known as Partnership for Income Restricted Housing Leadership, is a Cleveland Ohio based firm with regional offices in Chicago and Hamilton, New Jersey. PIRHL, focused on affordable housing nationwide, has assigned the Chicago office to the project. Johana Casanova, Vice President of Development, based in the Chicago office, led the RFP response and will oversee the development. More informatio n about the firm can be found at https://www.pirhl.com The PIRHL proposal received the RFP review committee’s highest score (91 out of 100 points) with several characteristics that differentiated it from its closest competitor: 1. Strong unit mix featuring larger family units. 2. Financing plan with limited public subsidy 3. Strong design with set backs and massing contextual with adjacent residential The proposed building is five stories with 60 apartmen ts, a second-floor amenity space for residents, a playground, fitness room and community flex space. The unit mix includes one -, two-, and three-bedroom units. The building prioritizes larger units for families, with 41 units, 60% of total, having two or three bedrooms. Housing for extremely-low income residents is also prioritized; PIRHL proposes working with the HACC to exceed the required four units at 30% AMI that replace existing HACC units with up to 18 units with operating support in the form of Project-Based Vouchers (PBV) to address Evanston’s need for family housing for extremely low-income households. Unit Mix Type # Baths # Units % AMI Incomes 1 BEDROOM UNITS 19 1 bed (HACC PBV) 1 3 30% 1 bed (5%) 1 5 50% 1 bed (6%) 1 7 60% 2 BEDROOM UNITS 22 2 Bed (HACC PBV) 1 7 30% 2 bed (60%) 1 11 60% 2 Bed (Market) 1 4 n/a 3 BEDROOM UNITS 19 Page 4 of 12 SP2.Page 73 of 589 3 Bed (HACC PBV) 2 8 60% 3 Bed (60%) 2 7 60% 3 Bed (Market) 2 4 n/a GRAND TOTAL 60 Market Rate Total 12 LITHC (no PBV) 30 HACC PBV 18 PIRHL suggests in their proposal that its 60-unit five story proposal totaling 61,000 square feet, with 1.44 floor area ratio (FAR) is lower in density than allowed by C1a or R5 zoning districts. Staff will analyze this further in the Planned Development process. The building design includes setbacks from the property line and engages the sidewalk transitioning from C1A from Chicago Avenue and neighboring Catholic Cemeteries garage. The building facade is set back 21 feet from South Boulevard creating several walk up units with planted front yards - giving it a townhouse appearance. Furthermore the building steps down from five stories at the west end of the site to three stories relating to the neighboring buildings at Hinman Avenue and South Boulevard. PIRHL proposes to reestablish Hinman south of South Boulevard with a defined street and sidewalk. The design includes wrapping the east end of the building with street level entrances for apartments to respect the character of buildings on the east side of Hinman. The proposed parking includes 65 spaces, some covered and with electric charging, including twenty spaces that will be public/permit spaces as required. The building will exceed the City’s LEED silver requirement. PIRHL is partnering with DataBased+ for performance design engineering and sustainability consulting. PIRHL plans to pursue the PHIUS+ Source Zero certification to drastically reduce the energy demand with the goal of operating at net zero greenhouse gas standards following PHIUS+ 2 021. The building will incorporate Passive House design (e.g. insulation, airtight, performance fenestration, valanced ventilation, properly sized HVAC for low load spaces). The proposed building is all-electric and proposes 200-kW photovoltaic system offsetting 60% of energy use. The remaining will be offset through a green Power Purchasing Agreement. The approach results in net zero. Stormwater management infrastructure will reduce water usage as will WaterSense certified low flow fixtures. In addition to the construction jobs, affordable rents, family units, MWEBE contracts, and a commitment to community engagement throughout, PIRHL proposes additional public benefits including possibility of a child care center/learning space on site. Public bene fits for the program include Page 5 of 12 SP2.Page 74 of 589 The preliminary financial plan is summarized in the proposals Sources and Uses table included below. This is likely to change as the development team conducts additional due diligence, and responds to community, staff, and City Council feedback. Next Steps Upon city council approval, HACC staff will present the proposal selection at the April 2022 HACC Board of Directors meeting. Upon HAAC Board approval, PIRHL will initiate the Planned Development zoning process with the City of Evanston and will begin its capital planning including determining affordable housing grants and tax credits. Pri or to recommending disposition of the property, ordinance 68-O-21 requires city staff to be directed by city council to negotiate the disposition, publishing in newspaper of record for three weeks prior to executing a contract. This is the very beginning of a public legislative process that will require numerous City of Evanston community meetings, ward meetings, committee meetings, land use commission hearings, and final city council approval. Staff estimates the zoning, capital / financial planning, and disposition process to take six to nine months. Page 6 of 12 SP2.Page 75 of 589 PIRHL estimates occupancy as early as Summer of 2024, after demolition, site work, and construction beginning Spring of 2023, a typical 18 month construction cycle. Legislative History: In June 2021, the City Council approved Resolution 65-R-21 authorizing an Intergovernmental Agreement with the HACC resolving to jointly select and agree upon a developer’s proposed land transfer plan and acquisition price. On April 12, 2021, City Council approved Resolution 8-R-21 authorizing the City Manager to initiate a Request for Proposal process for the property. City Council first considered issuing an RFP for lot repurposing (resolution 10 -R-19) on February 4, 2019. The request was held pending a community process requested by Councilmember Wynne. Attachments: 18-R-22 Authorizing CM to Agreement with PIRHL Development regarding South Boulevard Project PIRHL Proposal 504-14 South Boulevard 11 x 17 504-514 South Blvd Site Aerial 504-514 South Blvd Site Plan 11x17 Page 7 of 12 SP2.Page 76 of 589 2/17/2022 18-R-22 A RESOLUTION Authorizing the City Manager to Proceed With PIRHL Development to Develop the South Boulevard Project WHEREAS, the Housing Authority of Cook County (“HACC”) owns certain parcels of property commonly known as 508, 510, 512, and 514 South Boulevard in Evanston, Illinois (“the HACC Site”); and WHEREAS, the City of Evanston (“City”) owns a parcel of property commonly known as 504 South Boulevard in Evanston, Illinois (“COE Site”); and WHEREAS, the City and HACC previously entered into an Intergovernmental Agreement for the purpose of redeveloping the HACC Site and COE Site, commonly known as 504-514 South Boulevard, located in Evanston, Illinois (“the South Boulevard Project”); and WHEREAS, the Parties plan for the South Boulevard Project to provide a significant number of family units and enhanced sustainability features; and WHEREAS, the Parties previously sought proposals from qualified developers for the redevelopment of the South Boulevard Project, with proposals showing how the developer will redevelop the property; and WHEREAS, the Evaluation Committee, composed of members of HACC and the City, received and reviewed proposals from a variety of development teams concerning the South Boulevard Project; and Page 8 of 12 SP2.Page 77 of 589 18-R-22 WHEREAS, the Evaluation Committee jointly selected and agreed upon PIRHL Development’s proposal, subject to Housing and Urban Development (“HUD”) approval. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF EVANSTON, COOK COUNTY, ILLINOIS, THAT: SECTION 1: The City Manager is hereby authorized and directed to proceed with PIRHL Development concerning their proposal for development of the South Boulevard Project. SECTION 2: The City Manager is hereby authorized and directed to negotiate any additional conditions or terms with PIRHL Development as may be determined to be in the best interest of the City. SECTION 3: This Resolution shall be in full force and effect from and after its passage and approval in the manner provided by law. _______________________________ Daniel Biss, Mayor Attest: _______________________________ Stephanie Mendoza, City Clerk Adopted: __________________, 2022 Approved as to form: _______________________________ Nicholas E. Cummings, Corporation Counsel Page 9 of 12 SP2.Page 78 of 589 Page 10 of 12SP2.Page 79 of 589 Page 11 of 12SP2.Page 80 of 589 IRAT Page 12 of 12 SP2.Page 81 of 589 VIRTUAL SPECIAL CITY COUNCIL MEETING CITY OF EVANSTON, ILLINOIS LORRAINE H. MORTON CIVIC CENTER JAMES C. LYTLE COUNCIL CHAMBERS Friday, January 14th, 2022 Present: Councilmember Kelly Councilmember Suffredin Councilmember Nieuwsma Councilmember Revelle Councilmember Burns Councilmember Reid Councilmember Nieuwsma (7) Absent: Councilmember Braithwaite Councilmember Wynne Councilmember Fleming (3) Presiding: Mayor Daniel Biss Stephanie Mendoza City ClerkDRAFT CM1.Page 82 of 589 Mayor’s Public Announcements Mayor Biss had no announcements Watch City Manager’s Public Announcements Interim City Manager Kelley Gandurski had no announcements Watch City Clerk’s Communications City Clerk had no announcements Watch Adjournment Councilmember Nieuwsma led City Council into Executive Session pursuant to 5 ILCS 120/2(a) to discuss an agenda item regarding personnel. The agenda item is permitted subject to be considered in Executive Session and is an enumerated exception under the Open Meetings Act with the exception being 5 ILCS 120/2(a)(c)(1). Councilmember Revelle seconded the motion. A roll call vote was taken and by a vote of 6-0 City Council recessed into Executive Session at 3:33 p.m.DRAFTCM1.Page 83 of 589 VIRTUAL REGULAR CITY COUNCIL MEETING CITY OF EVANSTON, ILLINOIS LORRAINE H. MORTON CIVIC CENTER JAMES C. LYTLE COUNCIL CHAMBERS Monday, January 24th, 2022 Present: Councilmember Kelly Councilmember Burns Councilmember Braithwaite Councilmember Suffredin Councilmember Wynne Councilmember Revelle Councilmember Nieuwsma Councilmember Reid (8) Absent: Councilmember Fleming (1) Presiding: Mayor Daniel Biss Stephanie Mendoza City ClerkDRAFT CM1.Page 84 of 589 Mayor’s Public Announcements Mayor Biss Announcements and Proclamations: ● Departure of Deputy City Manager Kimberly Richardson ● Thanked staff for the work done during the cold weather and residents for reporting situations that require attention Watch City Manager’s Public Announcements Interim City Manager Kelley Gandurski: ● Departure of Deputy City Manager Kimberly Richardson ● Weather warnings Watch City Clerk’s Communications City Clerk Communications: ● Acknowledged public comment submitted for tonight's meeting ● Suggested to amend 8-R-22 to include the City Clerk Watch Public Comment Karla Thomas Watch William Petty Watch Tina Paden Watch Mike Vasilko WatchDRAFT CM1.Page 85 of 589 Special Order of Business SP1. Adoption of Resolution 8-R-22, Amending the Rules of City Council to Require Councilmembers to be Vaccinated Against COVID-19 or Otherwise Test Negative in Advance of City Council Meetings City Council adopted Resolution 8-R-22, Amending the Rules of City Council to Require Councilmembers to be Vaccinated Against COVID-19 or Otherwise Test Negative in Advance of City Council Meetings Motion to amend the resolution to clarify that it applies to in-person meetings. Passed 8-0 Yes vote:Kelly, Braithwaite, Wynne, Nieuwsma, Burns, Suffredin, Revelle, Reid, No vote:None For Action Passed 8-0 as amended Yes vote:Kelly, Braithwaite, Wynne, Nieuwsma, Burns, Suffredin, Revelle, Reid No vote:None Motion: Councilmember Reid Second: Councilmember Burns Motion: Councilmember Burns Second: Councilmember Reid Watch Motion to place a special order of business on the February 14, 2022 City Council agenda to establish a vaccine mandate for the City Clerk and all members of Boards, Committees and Commission, and provide KN-95 masks for in-person meetings. Passed 7-1 Yes vote:Kelly, Wynne, Nieuwsma, Burns, Suffredin, Revelle, Reid, No vote:Braithwaite Motion: Councilmember Reid Second: Councilmember Burns Watch DRAFTCM1.Page 86 of 589 SP2. Discussion of Hazard Pay for Grocery Store Workers Councilmember Reid recommends discussion of a proposal for hazard pay for grocery workers in the City. Motion to refer this item to the Economic Development Committee Passed 4-3 Yes vote:Kelly, Nieuwsma, Burns, Reid No vote:Braithwaite, Wynne, Revelle Absent:Suffredin For Discussion Direction was provided to staff Motion: Councilmember Reid Second: Councilmember Burns Motion: Councilmember Reid Second: Councilmember Burns Watch Consent Agenda CM1. Approval of the Minutes of the Regular City Council meeting of January 10, 2022 City Council approved the minutes of the Regular City Council meeting of January 10, 2022. For Action Approved on Consent Agenda A1. Approval of the City of Evanston Payroll and Bills List City Council approved the City of Evanston Payroll for the period December 20, 2021, through January 2, 2022, in the amount of $2,942,974.10. Bills List for January 25, 2022, FY 2021, in the amount of $1,855,258.54, and Bills List January 25, 2022, FY 2022 in the amount of $534,587.25. For Action Approved on Consent AgendaDRAFT CM1.Page 87 of 589 A2. Approval of Change Order No. 1 to the Contract with Thermosystems, Inc. / Daikin Applied Americas, Inc. for the HVAC Improvements at the Evanston Water Utility Administrative Offices City Council authorized the City Manager to execute Change Order No. 1 to the contract with Thermosystems, LLC (960 N. Industrial Drive, Unit 1, Elmhurst, IL. 60124) for HVAC Improvements at the Evanston Water Utility Administrative Offices in the amount of $50,353.00. This will increase the total contract amount from the current contract price of $562,534.00 to $612,887.00. There is no time extension associated with this change order. Funding is provided from the Water Fund (Account 513.71.7330.65515 - 720003). There is an approved FY 2022 budget of $575,000, of which $12,466 remains to be applied to this change order. The remaining amount of $37,887.00 is being funded through savings in the deferment of other water treatment plant capital projects. For Action Approved on Consent Agenda A3. Approval of a One-Year Extension to the Contract with Backflow Solutions Incorporated for Cross-Connection Control Management Program Services City Council authorized the City Manager to execute a one-year time extension to the contract with Backflow Solutions Incorporated (12609 South Laramie Ave, Alsip, Illinois 60803) for the period of February 28, 2022 to February 28, 2023 to provide Cross-Connection Control Management Program services in the not-to exceed amount of $47,700.00. Funding is provided by the Water Fund, Water Other Operations Business Unit (Account 510.40.4225.62185), which has an approved FY 2022 budget of $100,000.00, all of which is remaining. For Action Approved on Consent Agenda A4. Approval of Contract Award with Ozinga Ready Mix for SingleSource Purchase of Concrete City Council authorized the City Manager to execute a one-year single source contract with Ozinga Ready Mix (2525 Oakton Street, Evanston, IL 60202) for the purchase of redi-mix concrete in the amount of $50,000. Funding for this purchase will be provided by three separate accounts as follows: Motor Fuel Tax Fund (Account 200.40.5100.65055) in the amount of $23,500; Water Fund (Account 510.40.4540.65051) in the amount of $17,500; Sewer Fund (Account 515.40.4530.65051) in the amount of $9,000.DRAFTCM1.Page 88 of 589 For Action Approved on Consent Agenda A5. Approval of Northwest Water Commission Annual Quantity Rate True-Up for Service Years 2019/2020 and 2020/2021 City Council authorized the City Manager to process the true up payments to the Northwest Water Commission (1525 North Wolf Road, Des Plaines, IL 60016) for Service Year 2019/2020 in the amount of $16,345.02, and for Service Year 2020/2021 in the amount of $13,375.18, for a total of $29,720.20. Funding is provided by the Water Fund Reserves, which have an unadjusted fund balance of $13,109,633.00 as of 11/30/2021. For Action Approved on Consent Agenda A6. FY 2022 Estimated Annual User Charge with the Metropolitan Water Reclamation District of Greater Chicago (MWRDGC) for Disposal of Sludge Generated as Part of the Water Treatment Process City Council approved payment of the estimated annual user charge for 2022 with the Metropolitan Water Reclamation District of Greater Chicago (MWRDGC) for disposal of sludge generated as part of the water treatment process in the amount $197,386.85. Four payments of $49,346.71 will be made beginning in February 2022 and ending November 2022. Funding is provided by the Water Fund Filtration Business Unit (Account 510.40.4220.62420), which has an approved FY 2022 budget of $352,000.00 and a YTD balance of $352,000.00. For Action Approved on Consent Agenda A7. Approval of Farmhouse Restaurant Year-Round Sidewalk Cafe Layout with Permanent Fixtures City Council approved the layout for a year-round sidewalk cafe with permanent fixtures for Farmhouse Restaurant at 703 Church Street For Action Approved on Consent AgendaDRAFT CM1.Page 89 of 589 A8. Resolution 5-R-22, Authorizing Extension of a License to Comcast, Allowing Maintenance of a Building and Fence in the Public Rightof-Way of Mulford Street and Park Land in James Park City Council adopted Resolution 5-R-22, Authorizing Extension of a License to Comcast, Allowing Maintenance of a Building and Fence in the Public Right-of-Way of Mulford Street and Park Land in James Park. For Action Approved on Consent Agenda A9. Resolution 9-R-22, Authorizing the City Manager to Sign a Professional Services Agreement with SKIDATA City Council approved Resolution 9-R-22, authorizing the City Manager to execute a Sole Source contract for the management of a Parking Access and Revenue Control System (PARCS) governing three parking garages with SKIDATA (120 Albany Street, Tower II, Suite 750, New Brunswick, NJ 08901) for an amount of $75,840. Automated Parking Technologies (APT), which had a nineyear contract, no longer has authorized vendor designation from Skidata and have ceased their operations. Therefore, SKIDATA is the sole manufacturer and proprietor of programming that governs the equipment. Skidata will manage the equipment programming and service work with the assistance of a sub-contractor they hire. The Parking Fund will provide funding for the project. The total contract amount will be split between the following accounts: 505.19.7025.62509 (Church Garage Service Agreements), 505.19.7036.62509 (Sherman Garage Service Agreements), and 505.19.7037.62509 (Maple Garage Service Agreements). These accounts have a total FY22 budget of $265,000. For Action Approved on Consent Agenda A10. Ordinance 1-O-22, Amending City Code Sections 7-12-1 (Control of Waterworks System), 7-12-4-2 (Installation and Maintenance of Service Pipe From Tap to Fixtures), 7-12-4-3 (Replace Iron or Lead or Steel Service Pipe When Repairs or Major Renovations are Required), 7-12-11 (Right of Access; Inspections, Repairs, and Replacement), 7-12-14-1(Wasting Water; Procedure), 7-12-16-7 (Violations) & 7-12-6-3 (Setting, Repairing, Removing Meters). City Council adopted Ordinance 1-O22, Amending City Code Sections 7-12-1 (Control of Waterworks System), 7-12-4-2 (Installation and Maintenance of Service Pipe From Tap to Fixtures), 7-12-4-3 (Replace Iron or Lead or Steel Service Pipe When Repairs or Major Renovations are Required), 7-12-11 (Right of Access; Inspections, Repairs, and Replacement), 7-12-14-1(Wasting Water; Procedure), 7-12-16-7DRAFT CM1.Page 90 of 589 (Violations), & 7-12-6-3 (Setting, Repairing, Removing Meters). For Action Approved on Consent Agenda A11. Ordinance 8-O-22, Amending City Code Section 3-4-6(O) to Amend the Allowed Hours of Alcohol Sales City Council approved Ordinance 8-O-22, amending City Code Section 3-4-6(O) to amend the allowed hours of alcohol sales for Class O liquor license holders. For Action Approved on Consent Agenda P1. Adoption of Resolution 6-R-22, Authorizing the City Manager to Execute a Contract with Daniel Lauber for Consulting Services to the Planning and Development Subcommittee Councilmember Kelly Recommends Adoption of Resolution 6-R-22, Authorizing the City Manager to Execute a Contract with Daniel Lauber for Consulting Services to the Planning and Development Subcommittee Funding for this work is not included in the current budget and a budget amendment would be required in the amount that the City Council determines that the not to exceed amount of the agreement should be valued at. For Action Did not pass in Committee R1. Adoption of Resolution 7-R-22 Amending City Council Rule 14.3 to Require the Mayor to Announce Mayoral Veto at the City Council Meeting Immediately Following the Veto City Council adopted Resolution 7-R-22, amending City Council Rule 14.3 to require the Mayor to announce Mayoral veto at the next regular City Council meeting following said veto For Action Passed 7-0 Yes vote:Kelly, Braithwaite, Wynne, Nieuwsma, Burns, Revelle, Reid, No vote:None Motion: Councilmember Reid Second: Councilmember Kelly Watch DRAFTCM1.Page 91 of 589 R2. Ordinance 9-O-22, Amending Title 2, Chapter 17 of the Evanston City Code to Allow for Members of the Reparations Committee to Receive Benefits from the Reparations Fund City Council adopted Ordinance 9-O-22 Amending Title 2, Chapter 17 of the Evanston City Code to Allow for Members of the Reparations Committee to Receive Benefits from the Reparations Fund For Introduction Passed 7-0 Yes vote:Kelly, Braithwaite, Wynne, Nieuwsma, Burns, Revelle, Reid No vote:None Motion: Councilmember Reid Second: Councilmember Braithwaite Watch HC1. Approval of Renewal Contract for Landlord-Tenant Services with Metropolitan Tenants Organization and Lawyers' Committee for Better Housing for January 1, 2022 - December 31, 2022 City Council authorized the City Manager to execute a renewal contract with Metropolitan Tenants Organization (MTO) and Lawyers’ Committee for Better Housing (LCBH) for landlord-tenant services in a not to exceed amount of $61,800. The funding source is the City’s Affordable Housing Fund, 250.21.5465.65497. The Affordable Housing Fund currently has an unallocated cash balance of approximately $2.6 million. For Action Passed 7-0 Yes vote:Kelly, Braithwaite, Wynne, Nieuwsma, Burns, Revelle, Reid No vote:None Motion: Councilmember Burns Second: Councilmember Revelle Watch HC2. Approval of Contract Renewal with Community Partners for Affordable Housing to Administer the Inclusionary Housing Waitlist City Council authorized the City Manager to execute a renewal of the contract with Community Partners for Affordable Housing (CPAH) to continue administering Evanston’s Inclusionary Housing Ordinance (IHO) centralized waitlist and conduct income certifications, re-certifications of households, and compliance reviews for affordable units for the period of January 1, 2022, through December 31, 2022 for a not to exceed amount of $43,000. The funding source is the City’s Affordable Housing Fund, 250.21.5465.65496. The Affordable Housing Fund currently has an unallocated cash balance of approximately $2.6 million. For Action Approved on Consent AgendaDRAFT CM1.Page 92 of 589 AP1. Approval of Reappointments to Boards, Commissions and Committees City Council approved the reappointments of Toby Sachs, Angela Williams, BJ Jones, and Indira Johnson to the Arts Council and Adrienne Allen to the Commission on Aging. For Action Approved on Consent Agenda Call of the Wards Ward 1:Email will be sent about various community meetings to discuss developments happening in the 1st Ward. There will be a Land Use Commission meeting on January 26, to discuss the Trammell Crow development Watch Ward 2:No Report Watch Ward 3:Ward meeting on January 27 from 7-8:30 p.m. via Zoom Watch Ward 4:Ward meeting on February 8, with more details to follow in the newsletter. Office hours on February 12, from 10 am to 12 pm at Reprise Coffee Roasters. Watch Ward 5:Ward meeting on January 27 via Google Meet and more information about the meeting is available on the City calendar. Watch Ward 6:No Report Watch Ward 7:No Report Watch Ward 8:Virtual ward meeting on January 27 from 6-7 p.m. Wants staff to help educate the public between panhandling and aggressive panhandling Watch Ward 9:No Report Watch Adjournment Councilmember Nieuwsma led City Council into Executive Session pursuant to 5 ILCS 120/2(a) to discuss an agenda item regarding litigation personnel. These agenda items are permitted subject to be considered in Executive Session and are an enumerated exception under the Open Meetings Act with the exception being 5 ILCS 120/2(a)(c)(1)(12). Councilmember Wynne seconded the motion. A roll call vote was taken and by a vote of -0 City Council recessed into Executive Session at 8:01 p.m.DRAFTCM1.Page 93 of 589 Memorandum To: Honorable Mayor and Members of the City Council CC: Members of Administration and Public Works Committee From: Tera Davis, Accounts Payable Coordinator CC: Hitesh Desai, Chief Financial Officer/Treasurer Subject: Approval of the City of Evanston Payroll, and Bills List Date: February 28, 2022 Recommended Action: Staff recommends City Council approval of the City of Evanston Payroll for the period of January 31, 2022, through February 13, 2022, in the amount of $3,131,873.4 0, Bills List for March 1, 2022, in the amount of $1,547,791.15. Council Action: For Action Summary: Payroll – January 31, 2022, through February 13, 2022 $ 3,131,873.40 (Payroll includes employer portion of IMRF, FICA, and Medicare) Bills List – March 1, 2022, $ 1,547,791.15 General Fund Amount – Bills list $ 444,829.99 Advanced Check - $ 3,808.26 $ 448,638.25 TOTAL AMOUNT OF BILLS LIST & PAYROLL $ 4,679,664.55 *Advanced checks are issued prior to submission of the Bills List to the City Council for emergency purposes, to avoid a penalty, or to take advantage of early payment discounts. Attachments: 03.01.2022 FY22 BILLS LIST A1.Page 94 of 589 100 GENERAL FUND Vendor G/L Date Payment Date Invoice Amount 105394 - VERIZON WIRELESS 03/01/2022 03/01/2022 46,282.71 Invoice Transactions 1 $46,282.71 303856 - ROBERT HALF INTERNATIONAL 03/01/2022 03/01/2022 2,035.69 Invoice Transactions 1 $2,035.69 18630 - NORTHERN ILLINOIS UNIVERSITY 03/01/2022 03/01/2022 1,591.00 Invoice Transactions 1 $1,591.00 100177 - ALLEGRA PRINT & IMAGING 03/01/2022 03/01/2022 39.00 Invoice Transactions 1 $39.00 18283 - AHEAD OF OUR TIME PUBLISHING, INC.03/01/2022 03/01/2022 500.00 Invoice Transactions 1 $500.00 Invoice Transactions 4 $4,165.69 12151 - MULTILINGUAL CONNECTIONS LLC 03/01/2022 03/01/2022 175.00 12151 - MULTILINGUAL CONNECTIONS LLC 03/01/2022 03/01/2022 175.00 12151 - MULTILINGUAL CONNECTIONS LLC 03/01/2022 03/01/2022 236.83 Invoice Transactions 3 $586.83 Invoice Transactions 3 $586.83 11992 - COLLECTIVE RESOURCE INC.03/01/2022 03/01/2022 54.00 Invoice Transactions 1 $54.00 Invoice Transactions 1 $54.00 Invoice Transactions 8 $4,806.52 126828 - MICHAEL WARD 03/01/2022 03/01/2022 500.00 15421 - ROYAL REPORTING SERVICES, INC.03/01/2022 03/01/2022 653.51 12853 - US LEGAL SUPPORT, INC.03/01/2022 03/01/2022 1,968.15 12853 - US LEGAL SUPPORT, INC.03/01/2022 03/01/2022 920.35 12853 - US LEGAL SUPPORT, INC.03/01/2022 03/01/2022 627.70 12853 - US LEGAL SUPPORT, INC.03/01/2022 03/01/2022 385.45 Invoice Transactions 6 $5,055.16 122375 - LAW BULLETIN PUBLISHING COMPANY 03/01/2022 03/01/2022 155.00 Invoice Transactions 1 $155.00 100177 - ALLEGRA PRINT & IMAGING 03/01/2022 03/01/2022 39.00 103883 - OFFICE DEPOT 03/01/2022 03/01/2022 45.99 Invoice Transactions 2 $84.99 Invoice Transactions 9 $5,295.15 Invoice Transactions 9 $5,295.15 205874 - CLS BACKGROUND INVESTIGATIONS 03/01/2022 03/01/2022 213.90 326463 - THEODORE POLYGRAPH SERVICE, INC.03/01/2022 03/01/2022 400.00 Invoice Transactions 2 $613.90 101665 - NORTH SHORE ENH OMEGA 03/01/2022 03/01/2022 15,095.00 Invoice Transactions 1 $15,095.00 18826 - CPS HR CONSULTING 03/01/2022 03/01/2022 8,500.00 18826 - CPS HR CONSULTING 12/31/2021 03/01/2022 7,000.00 18826 - CPS HR CONSULTING 12/31/2021 03/01/2022 7,000.00 Invoice Transactions 3 $22,500.00 103883 - OFFICE DEPOT 03/01/2022 03/01/2022 149.55 103883 - OFFICE DEPOT 03/01/2022 03/01/2022 178.04 103883 - OFFICE DEPOT 03/01/2022 03/01/2022 23.39 Invoice Transactions 3 $350.98 Invoice Transactions 9 $38,559.88 149274 - CHICAGO OFFICE TECHNOLOGY GROUP 03/01/2022 03/01/2022 2,448.72 149274 - CHICAGO OFFICE TECHNOLOGY GROUP 03/01/2022 03/01/2022 1,225.80 149274 - CHICAGO OFFICE TECHNOLOGY GROUP 03/01/2022 03/01/2022 2,367.68 Invoice Transactions 3 $6,042.20 Invoice Transactions 3 $6,042.20 18828 - ERIN BURNS 03/01/2022 03/01/2022 60.00 18827 - KELLY GREER 03/01/2022 03/01/2022 270.00 103795 - NORTH SHORE TOWING 03/01/2022 03/01/2022 75.00 103795 - NORTH SHORE TOWING 03/01/2022 03/01/2022 75.00 Invoice Transactions 4 $480.00 Invoice Transactions 4 $480.00 16228 - ANDY FRAIN SERVICES, INC.03/01/2022 03/01/2022 49,037.20 Invoice Transactions 1 $49,037.20 Invoice Transactions 1 $49,037.20 100310 - ANDERSON PEST CONTROL 03/01/2022 03/01/2022 459.00 100401 - COMCAST CABLE 03/01/2022 03/01/2022 31.50 100401 - COMCAST CABLE 03/01/2022 03/01/2022 118.22 101143 - COMED 03/01/2022 03/01/2022 96.73 225034 - JASCO ELECTRIC CORPORATION 03/01/2022 03/01/2022 5,988.00 278136 - LAKESHORE RECYCLING SYSTEMS 03/01/2022 03/01/2022 352.00 103744 - NICOR 03/01/2022 03/01/2022 174.86 103744 - NICOR 03/01/2022 03/01/2022 719.22 11319 - RAYES BOILER & WELDING, LTD 03/01/2022 03/01/2022 3,495.00 12792 - UNIFIRST CORPORATION 03/01/2022 03/01/2022 107.20 12792 - UNIFIRST CORPORATION 03/01/2022 03/01/2022 104.77 Accounts Payable by G/L Distribution Report Payment Date Range 03/01/22 - 03/01/22 CITY OF EVANSTON BILLS LIST PERIOD ENDING 03.01.2022 FY22 UTILITIES NICOR 2128 RIDGE JAN22 UTILITIES NICOR 2603 SHERIDAN JAN22 BOILER WORK AT CIVIC CENTER MATS FOR SERVICE CENTER 2022 MATS FOR SERVICE CENTER 2022 UTILITIES COMCAST PUBLIC WORKS FEB22 UTILITIES XFINITY POLICE DEPT. FEB22 UTILITIES 2603 SHERIDAN JAN22 NEW LIGHT POLE AND FIXTURE AT LAWSON PARK PORTABLE TOILET MAIN AND MAPLE Business Unit 1942 - SCHOOL CROSSING GUARDS Totals Business Unit 1950 - FACILITIES Account 62225 - BLDG MAINTENANCE SERVICES PEST CONTROL CIVIC CENTER Business Unit 1942 - SCHOOL CROSSING GUARDS Account 62509 - SERVICE AGREEMENTS/ CONTRACTS CROSSING GUARD SERVICES FOR SCHOOLS-JANUARY 2022 Account 62509 - SERVICE AGREEMENTS/ CONTRACTS Totals BOOT 2/14/22 Account 62451 - TOWING AND BOOTING CONTRACTS Totals Business Unit 1941 - PARKING ENFORCEMENT & TICKETS Totals Business Unit 1941 - PARKING ENFORCEMENT & TICKETS Account 62451 - TOWING AND BOOTING CONTRACTS TOW REFUND TOW REFUND BOOT 2/16/22 COPIER CHARGERS COPIER CHARGERS Account 62380 - COPY MACHINE CHARGES Totals Business Unit 1932 - INFORMATION TECHNOLOGY DIVI. Totals Business Unit 1929 - HUMAN RESOURCE DIVISION Totals Business Unit 1932 - INFORMATION TECHNOLOGY DIVI. Account 62380 - COPY MACHINE CHARGES COPIER CHARGERS OFFICE SUPPLIES OFFICE SUPPLIES OFFICE SUPPLIES Account 65095 - OFFICE SUPPLIES Totals CITY MANAGER SEARCH CITY MANAGER SEARCH Account 62512 - RECRUITMENT Totals Account 65095 - OFFICE SUPPLIES EMPLOYEE TESTING-NORTHSHORE OMEGA Account 62270 - MEDICAL/HOSPITAL SERVICES Totals Account 62512 - RECRUITMENT CITY MANAGER SEARCH EMPLOYMENT BACKGROUND CHECKS-CLS BACKGROUND EMPLOYMENT TESTING-THEODORE POLYGRAPH SERVICES Account 62160 - EMPLOYMENT TESTING SERVICES Totals Account 62270 - MEDICAL/HOSPITAL SERVICES Department 17 - LAW Totals Department 19 - ADMINISTRATIVE SERVICES Business Unit 1929 - HUMAN RESOURCE DIVISION Account 62160 - EMPLOYMENT TESTING SERVICES BUSINESS CARD - JOHNSON OFFICE SUPPLIES Account 65095 - OFFICE SUPPLIES Totals Business Unit 1705 - LEGAL ADMINISTRATION Totals Account 65010 - BOOKS, PUBLICATIONS, MAPS LEGAL RESEARCH PACKAGE Account 65010 - BOOKS, PUBLICATIONS, MAPS Totals Account 65095 - OFFICE SUPPLIES TRANSCRIPTION SERVICES - LOUDEN TRANSCRIPTION SERVICES - LOUDEN TRANSCRIPTION SERVICES - LOUDEN Account 62130 - LEGAL SERVICES-GENERAL Totals Business Unit 1705 - LEGAL ADMINISTRATION Account 62130 - LEGAL SERVICES-GENERAL REIMBURSEMENT - PROPERTY DAMAGE TRANSCRIPTION SERVICES - CALHOUN TRANSCRIPTION SERVICES - LOUDEN Business Unit 1535 - OFFICE OF SUSTAINABILITY Totals Department 15 - CITY MANAGER'S OFFICE Totals Department 17 - LAW Business Unit 1535 - OFFICE OF SUSTAINABILITY Account 62490 - OTHER PROGRAM COSTS COMPOST SERVICE Account 62490 - OTHER PROGRAM COSTS Totals TRANSLATION SERVICES TRANSLATION SERVICES Account 62490 - OTHER PROGRAM COSTS Totals Business Unit 1510 - PUBLIC INFORMATION Totals Business Unit 1505 - CITY MANAGER Totals Business Unit 1510 - PUBLIC INFORMATION Account 62490 - OTHER PROGRAM COSTS TRANSLATION SERVICES Account 62210 - PRINTING Totals Account 62490 - OTHER PROGRAM COSTS SUBSCRIPTION Account 62490 - OTHER PROGRAM COSTS Totals NIU MPA INTERNSHIP Account 61060 - SEASONAL EMPLOYEES Totals Account 62210 - PRINTING BUSINESS CARDS Account 61055 - TEMPORARY EMPLOYEES TEMP SERVICE Account 61055 - TEMPORARY EMPLOYEES Totals Account 61060 - SEASONAL EMPLOYEES COMMUNICATION CHARGES JAN 22 Account 22725 - CELL PHONE BILLS PAYABLE Totals Department 15 - CITY MANAGER'S OFFICE Business Unit 1505 - CITY MANAGER Invoice Description Fund 100 - GENERAL FUND Account 22725 - CELL PHONE BILLS PAYABLE Run by Tera Davis on 02/23/2022 08:49:54 AM ] Page 2 of 22 A1.Page 95 of 589 100 GENERAL FUND Vendor G/L Date Payment Date Invoice Amount Accounts Payable by G/L Distribution Report Payment Date Range 03/01/22 - 03/01/22 CITY OF EVANSTON BILLS LIST PERIOD ENDING 03.01.2022 FY22 Invoice Description 12792 - UNIFIRST CORPORATION 03/01/2022 03/01/2022 104.77 12792 - UNIFIRST CORPORATION 03/01/2022 03/01/2022 194.22 12792 - UNIFIRST CORPORATION 03/01/2022 03/01/2022 104.77 103744 - NICOR 03/01/2022 03/01/2022 781.22 Invoice Transactions 15 $12,831.48 100310 - ANDERSON PEST CONTROL 03/01/2022 03/01/2022 74.58 Invoice Transactions 1 $74.58 317013 - H-O-H WATER TECHNOLOGY 03/01/2022 03/01/2022 1,137.25 Invoice Transactions 1 $1,137.25 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 117.87 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 111.57 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 225.81 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 297.37 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 127.56 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 111.52 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 64.84 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 75.38 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 212.06 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 201.69 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 238.55 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 188.28 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 248.64 10730 - MC SQUARED ENERGY 03/01/2022 03/01/2022 4,814.93 10730 - MC SQUARED ENERGY 03/01/2022 03/01/2022 7,583.30 10730 - MC SQUARED ENERGY 03/01/2022 03/01/2022 656.10 10730 - MC SQUARED ENERGY 03/01/2022 03/01/2022 78.70 10730 - MC SQUARED ENERGY 03/01/2022 03/01/2022 38.32 10730 - MC SQUARED ENERGY 03/01/2022 03/01/2022 56.72 10730 - MC SQUARED ENERGY 03/01/2022 03/01/2022 205.65 10730 - MC SQUARED ENERGY 03/01/2022 03/01/2022 663.90 10730 - MC SQUARED ENERGY 03/01/2022 03/01/2022 209.25 10730 - MC SQUARED ENERGY 03/01/2022 03/01/2022 6,076.03 10730 - MC SQUARED ENERGY 03/01/2022 03/01/2022 1,005.24 10730 - MC SQUARED ENERGY 03/01/2022 03/01/2022 1,182.63 10730 - MC SQUARED ENERGY 03/01/2022 03/01/2022 312.15 10730 - MC SQUARED ENERGY 03/01/2022 03/01/2022 908.13 10730 - MC SQUARED ENERGY 03/01/2022 03/01/2022 1,051.80 10730 - MC SQUARED ENERGY 03/01/2022 03/01/2022 22.61 Invoice Transactions 29 $27,086.60 103744 - NICOR 03/01/2022 03/01/2022 686.20 103744 - NICOR 03/01/2022 03/01/2022 422.71 103744 - NICOR 03/01/2022 03/01/2022 412.50 103744 - NICOR 03/01/2022 03/01/2022 961.56 103744 - NICOR 03/01/2022 03/01/2022 473.12 103744 - NICOR 03/01/2022 03/01/2022 1,286.19 103744 - NICOR 03/01/2022 03/01/2022 1,832.78 103744 - NICOR 03/01/2022 03/01/2022 379.08 103744 - NICOR 03/01/2022 03/01/2022 561.77 103744 - NICOR 03/01/2022 03/01/2022 454.64 Invoice Transactions 10 $7,470.55 101064 - CINTAS #22 03/01/2022 03/01/2022 82.70 101064 - CINTAS #22 03/01/2022 03/01/2022 82.70 101064 - CINTAS #22 03/01/2022 03/01/2022 82.70 101064 - CINTAS #22 03/01/2022 03/01/2022 82.70 101064 - CINTAS #22 03/01/2022 03/01/2022 119.78 101064 - CINTAS #22 03/01/2022 03/01/2022 84.25 Invoice Transactions 6 $534.83 100599 - ASSA ABLOY ENTRANCE SOLUTIONS 03/01/2022 03/01/2022 33.34 101960 - FOX VALLEY FIRE & SAFETY 03/01/2022 03/01/2022 527.00 101960 - FOX VALLEY FIRE & SAFETY 03/01/2022 03/01/2022 246.00 10798 - JOHNSON CONTROLS SECURITY SOLUTIONS 03/01/2022 03/01/2022 845.04 313070 - LIONHEART CRITICAL POWER SPECIALISTS, INC 03/01/2022 03/01/2022 768.18 Invoice Transactions 5 $2,419.56 103883 - OFFICE DEPOT 03/01/2022 03/01/2022 51.04 Invoice Transactions 1 $51.04 Invoice Transactions 68 $51,605.89 Invoice Transactions 85 $145,725.17 103883 - OFFICE DEPOT 03/01/2022 03/01/2022 106.80 Invoice Transactions 1 $106.80 Invoice Transactions 1 $106.80 15401 - THE BLUEPRINT SHOPPE, INC.03/01/2022 03/01/2022 97.96 Invoice Transactions 1 $97.96 Invoice Transactions 1 $97.96 105116 - TEUTEBERG INC 03/01/2022 03/01/2022 437.85 Invoice Transactions 1 $437.85 Invoice Transactions 1 $437.85 15495 - GOVSENSE, LLC 03/01/2022 03/01/2022 5,500.00 Invoice Transactions 1 $5,500.00 101631 - ELEVATOR INSPECTION SERVICE 03/01/2022 03/01/2022 50.00 101631 - ELEVATOR INSPECTION SERVICE 03/01/2022 03/01/2022 50.00 Invoice Transactions 2 $100.00 100782 - INTERNATIONAL CODE COUNCIL, INC.03/01/2022 03/01/2022 107.00 Invoice Transactions 1 $107.00 Invoice Transactions 4 $5,707.00 Invoice Transactions 7 $6,349.61Department 21 - COMMUNITY DEVELOPMENT Totals Account 65010 - BOOKS, PUBLICATIONS, MAPS ICC FIRE CODE MANUAL AND TAB COMBO Account 65010 - BOOKS, PUBLICATIONS, MAPS Totals Business Unit 2126 - BUILDING INSPECTION SERVICES Totals Account 62425 - ELEVATOR CONTRACT COSTS ELEVATOR INSPECTION ELEVATOR INSPECTION Account 62425 - ELEVATOR CONTRACT COSTS Totals Business Unit 2126 - BUILDING INSPECTION SERVICES Account 62236 - SOFTWARE MAINTENANCE GOVSENSE PORTAL ACCESS ANNUAL SUPPORT Account 62236 - SOFTWARE MAINTENANCE Totals Account 62210 - PRINTING SNOW NOTICES FOR PROPERTY MAINTENANCE Account 62210 - PRINTING Totals Business Unit 2115 - PROPERTY STANDARDS Totals Account 62210 - PRINTING Totals Business Unit 2105 - PLANNING & ZONING Totals Business Unit 2115 - PROPERTY STANDARDS Business Unit 2101 - COMMUNITY DEVELOPMENT ADMIN Totals Business Unit 2105 - PLANNING & ZONING Account 62210 - PRINTING POSTCARD NOTICE FOR 1224 WASHINGTON STREET Business Unit 2101 - COMMUNITY DEVELOPMENT ADMIN Account 65095 - OFFICE SUPPLIES CD OFFICE SUPPLIES Account 65095 - OFFICE SUPPLIES Totals Business Unit 1950 - FACILITIES Totals Department 19 - ADMINISTRATIVE SERVICES Totals Department 21 - COMMUNITY DEVELOPMENT Account 65095 - OFFICE SUPPLIES OFFICES SUPPLIES FOR ADMIN SVCS - FACILITIES Account 65095 - OFFICE SUPPLIES Totals FIRE ALARM WORK AT MAPLE GARAGE FIRE ALARM SERVICE MAPLE GARAGE SERVICE CALL CHANDLER NEWBERGER FIRE 1 GENERATOR WORK Account 65050 - BLDG MAINTENANCE MATERIAL Totals YEARLY FLEET UNIFORM AGREEMENT Account 65020 - CLOTHING Totals Account 65050 - BLDG MAINTENANCE MATERIAL PLANNED MAINTENANCE FOR ROBERT CROWN YEARLY FLEET UNIFORM AGREEMENT YEARLY FLEET UNIFORM AGREEMENT YEARLY FLEET UNIFORM AGREEMENT YEARLY FLEET UNIFORM AGREEMENT YEARLY FLEET UNIFORM AGREEMENT UTILITIES-NICOR JAN22 UTILITIES-NICOR JAN22 Account 64015 - NATURAL GAS Totals Account 65020 - CLOTHING UTILITIES-NICOR JAN22 UTILITIES-NICOR JAN22 UTILITIES-NICOR JAN22 UTILITIES-NICOR JAN22 UTILITIES-NICOR JAN22 Account 64015 - NATURAL GAS UTILITIES-NICOR JAN22 UTILITIES-NICOR JAN22 UTILITIES-NICOR JAN22 UTILITIES MC SQUARED JAN22 FIRE UTILITIES MC SQUARED JAN22 FIRE UTILITIES MC SQUARED JAN22 FIRE UTILITIES MC SQUARED JAN22 FIRE Account 64005 - ELECTRICITY Totals UTILITIES MC SQUARED JAN 22 UTILITIES MC SQUARED JAN 22 UTILITIES MC SQUARED JAN22 FIRE UTILITIES MC SQUARED JAN22 FIRE UTILITIES MC SQUARED JAN22 FIRE UTILITIES MC SQUARED JAN 22 UTILITIES MC SQUARED JAN 22 UTILITIES MC SQUARED JAN 22 UTILITIES MC SQUARED JAN 22 UTILITIES MC SQUARED JAN 22 UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES MC SQUARED JAN 22 UTILITIES MC SQUARED JAN 22 UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED Account 62509 - SERVICE AGREEMENTS/ CONTRACTS CHEMICAL WATER TREATMENT FOR HVAC SYSTEMS Account 62509 - SERVICE AGREEMENTS/ CONTRACTS Totals Account 64005 - ELECTRICITY Account 62245 - OTHER EQMT MAINTENANCE PEST CONTROL BENT PARK Account 62245 - OTHER EQMT MAINTENANCE Totals MATS FOR SERVICE CENTER 2022 CIVIC CENTER ENTRY MAT SERVICE 2022 MATS FOR SERVICE CENTER 2022 UTILITIES: NICOR Account 62225 - BLDG MAINTENANCE SERVICES Totals Run by Tera Davis on 02/23/2022 08:49:54 AM ] Page 3 of 22 A1.Page 96 of 589 100 GENERAL FUND Vendor G/L Date Payment Date Invoice Amount Accounts Payable by G/L Distribution Report Payment Date Range 03/01/22 - 03/01/22 CITY OF EVANSTON BILLS LIST PERIOD ENDING 03.01.2022 FY22 Invoice Description 106332 - WEST PUBLISHING DBA THOMSON REUTERS - WEST 03/01/2022 03/01/2022 628.01 Invoice Transactions 1 $628.01 103617 - NATIONAL AWARDS & FINE GIFTS 03/01/2022 03/01/2022 79.00 Invoice Transactions 1 $79.00 10730 - MC SQUARED ENERGY 03/01/2022 03/01/2022 87.81 10730 - MC SQUARED ENERGY 03/01/2022 03/01/2022 91.30 10730 - MC SQUARED ENERGY 03/01/2022 03/01/2022 27.59 Invoice Transactions 3 $206.70 Invoice Transactions 5 $913.71 294626 - ARTISTIC ENGRAVING 03/01/2022 03/01/2022 511.60 102667 - J. G. UNIFORMS, INC 03/01/2022 03/01/2022 838.30 101769 - PETTY CASH 03/01/2022 03/01/2022 138.68 16782 - VELOCITY SYSTEMS 03/01/2022 03/01/2022 723.75 Invoice Transactions 4 $2,212.33 Invoice Transactions 4 $2,212.33 103382 - MICROSYSTEMS INC.03/01/2022 03/01/2022 569.84 Invoice Transactions 1 $569.84 Invoice Transactions 1 $569.84 213295 - Daniel G. Keeler 03/01/2022 03/01/2022 75.00 101711 - EVANSTON ATHLETIC CLUB 03/01/2022 03/01/2022 164.30 12834 - ADAM HOWARD 03/01/2022 03/01/2022 45.00 128861 - JOSEPH BUSH 03/01/2022 03/01/2022 75.00 13039 - KEN CARTER 03/01/2022 03/01/2022 45.00 12450 - NORTHWESTERN UNIVERSITY CENTER FOR PUBLIC SAFTEY 03/01/2022 03/01/2022 1,000.00 12450 - NORTHWESTERN UNIVERSITY CENTER FOR PUBLIC SAFTEY 03/01/2022 03/01/2022 1,000.00 101769 - PETTY CASH 03/01/2022 03/01/2022 126.37 18824 - VELAN SOLUTIONS LLC 03/01/2022 03/01/2022 475.00 Invoice Transactions 9 $3,005.67 100401 - COMCAST CABLE 03/01/2022 03/01/2022 84.00 Invoice Transactions 1 $84.00 103883 - OFFICE DEPOT 03/01/2022 03/01/2022 5.46 103883 - OFFICE DEPOT 03/01/2022 03/01/2022 94.70 103883 - OFFICE DEPOT 03/01/2022 03/01/2022 16.38 Invoice Transactions 3 $116.54 Invoice Transactions 13 $3,206.21 103795 - NORTH SHORE TOWING 03/01/2022 03/01/2022 50.00 103795 - NORTH SHORE TOWING 03/01/2022 03/01/2022 85.00 103795 - NORTH SHORE TOWING 03/01/2022 03/01/2022 85.00 Invoice Transactions 3 $220.00 Invoice Transactions 3 $220.00 100310 - ANDERSON PEST CONTROL 03/01/2022 03/01/2022 62.87 Invoice Transactions 1 $62.87 10730 - MC SQUARED ENERGY 03/01/2022 03/01/2022 292.43 Invoice Transactions 1 $292.43 103744 - NICOR 03/01/2022 03/01/2022 901.35 Invoice Transactions 1 $901.35 Invoice Transactions 3 $1,256.65 104029 - LYNN PEAVEY COMPANY 03/01/2022 03/01/2022 420.81 Invoice Transactions 1 $420.81 Invoice Transactions 1 $420.81 10546 - SUPERIOR INDUSTRIAL SUPPLY 03/01/2022 03/01/2022 51.88 Invoice Transactions 1 $51.88 10007 - B&H PHOTO VIDEO 03/01/2022 03/01/2022 553.90 101062 - CINTAS 03/01/2022 03/01/2022 60.92 Invoice Transactions 2 $614.82 Invoice Transactions 3 $666.70 Invoice Transactions 33 $9,466.25 101832 - FEDERAL EXPRESS CORP.03/01/2022 03/01/2022 32.55 Invoice Transactions 1 $32.55 11435 - TODAY'S UNIFORMS INC. 03/01/2022 03/01/2022 69.95 11435 - TODAY'S UNIFORMS INC. 03/01/2022 03/01/2022 59.95 11435 - TODAY'S UNIFORMS INC. 03/01/2022 03/01/2022 99.70 11435 - TODAY'S UNIFORMS INC. 03/01/2022 03/01/2022 12.95 11435 - TODAY'S UNIFORMS INC. 03/01/2022 03/01/2022 29.90 11435 - TODAY'S UNIFORMS INC. 03/01/2022 03/01/2022 244.80 11435 - TODAY'S UNIFORMS INC. 03/01/2022 03/01/2022 49.95 11435 - TODAY'S UNIFORMS INC. 03/01/2022 03/01/2022 77.90 11435 - TODAY'S UNIFORMS INC. 03/01/2022 03/01/2022 289.99 11435 - TODAY'S UNIFORMS INC. 03/01/2022 03/01/2022 42.95 11435 - TODAY'S UNIFORMS INC. 03/01/2022 03/01/2022 198.85 11435 - TODAY'S UNIFORMS INC. 03/01/2022 03/01/2022 29.90 11435 - TODAY'S UNIFORMS INC. 03/01/2022 03/01/2022 14.95 11435 - TODAY'S UNIFORMS INC. 03/01/2022 03/01/2022 14.95 11435 - TODAY'S UNIFORMS INC. 03/01/2022 03/01/2022 14.95FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS Account 65020 - CLOTHING FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS Department 23 - FIRE MGMT & SUPPORT Business Unit 2305 - FIRE MGT & SUPPORT Account 62315 - POSTAGE FIRE FEDEX SHIPPING Account 62315 - POSTAGE Totals Account 65125 - OTHER COMMODITIES Totals Business Unit 2295 - BUILDING MANAGEMENT Totals Department 22 - POLICE Totals Account 65040 - JANITORIAL SUPPLIES Totals Account 65125 - OTHER COMMODITIES EVIDENCE SUPPLIES FLOOR MATS Business Unit 2291 - PROPERTY BUREAU Totals Business Unit 2295 - BUILDING MANAGEMENT Account 65040 - JANITORIAL SUPPLIES JANITORIAL SUPPLIES Business Unit 2291 - PROPERTY BUREAU Account 65125 - OTHER COMMODITIES EVIDENCE SUPPLIES Account 65125 - OTHER COMMODITIES Totals GAS - ANIMAL SHELTER (JAN 2022) Account 64015 - NATURAL GAS Totals Business Unit 2280 - ANIMAL CONTROL Totals Account 64005 - ELECTRICITY UTILITY - ANIMAL SHELTER 12/30/21 - 2/1/22 Account 64005 - ELECTRICITY Totals Account 64015 - NATURAL GAS Business Unit 2280 - ANIMAL CONTROL Account 62225 - BLDG MAINTENANCE SERVICES PEST CONTROL - ANIMAL SHELTER (FEB 22) Account 62225 - BLDG MAINTENANCE SERVICES Totals TOW & HOOK TOW & HOOK Account 62451 - TOWING AND BOOTING CONTRACTS Totals Business Unit 2270 - TRAFFIC BUREAU Totals Business Unit 2260 - OFFICE OF ADMINISTRATION Totals Business Unit 2270 - TRAFFIC BUREAU Account 62451 - TOWING AND BOOTING CONTRACTS LOCKOUT OFFICE SUPPLIES - POLICE ADMIN OFFICE SUPPLIES - POLICE ADMIN OFFICE SUPPLIES - POLICE ADMIN Account 65095 - OFFICE SUPPLIES Totals Account 64565 - CABLE - VIDEO CABLE SERVICE (2/8 - 3/7) Account 64565 - CABLE - VIDEO Totals Account 65095 - OFFICE SUPPLIES SUPERVISION OF POLICE PERSONNEL PETTY CASH - OFFICE OF ADMIN TRAINING - PEER SUPPORT Account 62295 - TRAINING & TRAVEL Totals HEALTH CLUB USAGE - JAN MEAL ALLOWANCE - INTRODUCTION TO PEACE CIRCLES TRAINING MEAL ALLOWANCE - FIELD TRAINING OFFICER MEAL ALLOWANCE - MANAGING AN INVESTIGATIVE UNIT SUPERVISION OF POLICE PERSONNEL Business Unit 2240 - POLICE RECORDS Totals Business Unit 2260 - OFFICE OF ADMINISTRATION Account 62295 - TRAINING & TRAVEL MEAL ALLOWANCE - HUMAN FACTORS IN TRAFFIC CRASH Business Unit 2240 - POLICE RECORDS Account 62645 - DIGITAL ARCHIVING DIGITAL ARCHIVING SYSTEM - ANNUAL FEE Account 62645 - DIGITAL ARCHIVING Totals UNIFORM - VEST Account 65020 - CLOTHING Totals Business Unit 2210 - PATROL OPERATIONS Totals Business Unit 2210 - PATROL OPERATIONS Account 65020 - CLOTHING BADGES/HAT SHIELDS UNIFORM - PROMOTION PETTY CASH - OFFICE OF ADMIN UTILITY - CAMERAS (1/3 - 2/2) Account 64005 - ELECTRICITY Totals Business Unit 2205 - POLICE ADMINISTRATION Totals Account 62490 - OTHER PROGRAM COSTS Totals Account 64005 - ELECTRICITY UTILITY - CAMERAS 12/30/21 - 02/1/22 UTILITY - CAMERAS 12/29/21 - 01/31/22 INFORMATION CHARGES - JAN Account 62272 - OTHER PROFESSIONAL SERVICES Totals Account 62490 - OTHER PROGRAM COSTS RETIREMENT PLAQUE Department 22 - POLICE Business Unit 2205 - POLICE ADMINISTRATION Account 62272 - OTHER PROFESSIONAL SERVICES Run by Tera Davis on 02/23/2022 08:49:54 AM ] Page 4 of 22 A1.Page 97 of 589 100 GENERAL FUND Vendor G/L Date Payment Date Invoice Amount Accounts Payable by G/L Distribution Report Payment Date Range 03/01/22 - 03/01/22 CITY OF EVANSTON BILLS LIST PERIOD ENDING 03.01.2022 FY22 Invoice Description 11435 - TODAY'S UNIFORMS INC. 03/01/2022 03/01/2022 29.90 11435 - TODAY'S UNIFORMS INC. 03/01/2022 03/01/2022 14.95 11435 - TODAY'S UNIFORMS INC. 03/01/2022 03/01/2022 59.85 11435 - TODAY'S UNIFORMS INC. 03/01/2022 03/01/2022 11.95 11435 - TODAY'S UNIFORMS INC. 03/01/2022 03/01/2022 79.90 11435 - TODAY'S UNIFORMS INC. 03/01/2022 03/01/2022 87.90 11435 - TODAY'S UNIFORMS INC. 03/01/2022 03/01/2022 74.95 11435 - TODAY'S UNIFORMS INC. 03/01/2022 03/01/2022 107.85 11435 - TODAY'S UNIFORMS INC. 03/01/2022 03/01/2022 139.90 11435 - TODAY'S UNIFORMS INC. 03/01/2022 03/01/2022 68.00 11435 - TODAY'S UNIFORMS INC. 03/01/2022 03/01/2022 145.00 11435 - TODAY'S UNIFORMS INC. 03/01/2022 03/01/2022 69.95 11435 - TODAY'S UNIFORMS INC. 03/01/2022 03/01/2022 125.95 11435 - TODAY'S UNIFORMS INC. 03/01/2022 03/01/2022 90.95 11435 - TODAY'S UNIFORMS INC. 03/01/2022 03/01/2022 15.95 11435 - TODAY'S UNIFORMS INC. 03/01/2022 03/01/2022 135.90 11435 - TODAY'S UNIFORMS INC. 03/01/2022 03/01/2022 155.95 11435 - TODAY'S UNIFORMS INC. 03/01/2022 03/01/2022 123.90 11435 - 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TODAY'S UNIFORMS INC. 03/01/2022 03/01/2022 73.95 11435 - TODAY'S UNIFORMS INC. 03/01/2022 03/01/2022 23.00 11435 - TODAY'S UNIFORMS INC. 03/01/2022 03/01/2022 39.95 11435 - TODAY'S UNIFORMS INC. 03/01/2022 03/01/2022 69.95 11435 - TODAY'S UNIFORMS INC. 03/01/2022 03/01/2022 39.95 11435 - TODAY'S UNIFORMS INC. 03/01/2022 03/01/2022 78.95 11435 - TODAY'S UNIFORMS INC. 03/01/2022 03/01/2022 55.95 11435 - TODAY'S UNIFORMS INC. 03/01/2022 03/01/2022 39.95 11435 - TODAY'S UNIFORMS INC. 03/01/2022 03/01/2022 88.95 11435 - TODAY'S UNIFORMS INC. 03/01/2022 03/01/2022 78.95 11435 - TODAY'S UNIFORMS INC. 03/01/2022 03/01/2022 78.95 11435 - TODAY'S UNIFORMS INC. 03/01/2022 03/01/2022 167.80 11435 - TODAY'S UNIFORMS INC. 03/01/2022 03/01/2022 39.95 11435 - TODAY'S UNIFORMS INC. 03/01/2022 03/01/2022 39.95 11435 - TODAY'S UNIFORMS INC. 03/01/2022 03/01/2022 25.95 11435 - TODAY'S UNIFORMS INC. 03/01/2022 03/01/2022 11.95 11435 - TODAY'S UNIFORMS INC. 03/01/2022 03/01/2022 14.95 11435 - TODAY'S UNIFORMS INC. 03/01/2022 03/01/2022 29.90 11435 - TODAY'S UNIFORMS INC. 03/01/2022 03/01/2022 23.90 11435 - TODAY'S UNIFORMS INC. 03/01/2022 03/01/2022 15.95 11435 - TODAY'S UNIFORMS INC. 03/01/2022 03/01/2022 93.90 11435 - TODAY'S UNIFORMS INC. 03/01/2022 03/01/2022 120.85 11435 - TODAY'S UNIFORMS INC. 03/01/2022 03/01/2022 42.95 11435 - TODAY'S UNIFORMS INC. 03/01/2022 03/01/2022 78.95 11435 - TODAY'S UNIFORMS INC. 03/01/2022 03/01/2022 139.90 11435 - TODAY'S UNIFORMS INC. 03/01/2022 03/01/2022 69.95 11435 - TODAY'S UNIFORMS INC. 03/01/2022 03/01/2022 12.95 11435 - TODAY'S UNIFORMS INC. 03/01/2022 03/01/2022 25.90 11435 - TODAY'S UNIFORMS INC. 03/01/2022 03/01/2022 193.85 11435 - TODAY'S UNIFORMS INC. 03/01/2022 03/01/2022 55.95 11435 - TODAY'S UNIFORMS INC. 03/01/2022 03/01/2022 69.95 Invoice Transactions 82 $6,487.78 103883 - OFFICE DEPOT 03/01/2022 03/01/2022 82.70 Invoice Transactions 1 $82.70 Invoice Transactions 84 $6,603.03 100316 - ANDRES MEDICAL BILLING 03/01/2022 03/01/2022 11,730.21 Invoice Transactions 1 $11,730.21 10546 - SUPERIOR INDUSTRIAL SUPPLY 03/01/2022 03/01/2022 306.83 Invoice Transactions 1 $306.83 101350 - W S DARLEY & CO 03/01/2022 03/01/2022 1,831.00 101350 - W S DARLEY & CO 03/01/2022 03/01/2022 17.85 101350 - W S DARLEY & CO 03/01/2022 03/01/2022 206.00 Invoice Transactions 3 $2,054.85 100158 - AIR ONE EQUIPMENT 03/01/2022 03/01/2022 400.00 100158 - AIR ONE EQUIPMENT 03/01/2022 03/01/2022 635.00 Invoice Transactions 2 $1,035.00 100158 - AIR ONE EQUIPMENT 03/01/2022 03/01/2022 823.49 Invoice Transactions 1 $823.49 16846 - GREYS APPLIANCE REPAIR INC.03/01/2022 03/01/2022 60.00 16846 - GREYS APPLIANCE REPAIR INC.03/01/2022 03/01/2022 130.00 Invoice Transactions 2 $190.00 Invoice Transactions 10 $16,140.38 Invoice Transactions 94 $22,743.41 17925 - SHERIDAN CHASE MOTEL, INC. DBA SUPER 8 03/01/2022 03/01/2022 6,239.28 Invoice Transactions 1 $6,239.28 Invoice Transactions 1 $6,239.28 Invoice Transactions 1 $6,239.28Department 24 - HEALTH Totals HOTEL ACCOMMODATIONS Account 62490 - OTHER PROGRAM COSTS Totals Business Unit 2420 - COVID CONTACT TRACING Totals Department 23 - FIRE MGMT & SUPPORT Totals Department 24 - HEALTH Business Unit 2420 - COVID CONTACT TRACING Account 62490 - OTHER PROGRAM COSTS FIRE STATION APPLIANCE REPAIR FIRE STATION APPLIANCE REPAIR Account 65625 - FURNITURE & FIXTURES Totals Business Unit 2315 - FIRE SUPPRESSION Totals Account 65125 - OTHER COMMODITIES AIR QUALITY MONITORING EQUIPMENT Account 65125 - OTHER COMMODITIES Totals Account 65625 - FURNITURE & FIXTURES Account 65090 - SAFETY EQUIPMENT FIRE BOOTS FIRE EQUIPMENT Account 65090 - SAFETY EQUIPMENT Totals FIRE GEAR AND TOOLS FIRE GEAR AND TOOLS FIRE GEAR AND TOOLS Account 65085 - MINOR EQUIPMENT & TOOLS Totals Account 65040 - JANITORIAL SUPPLIES CLEANING SUPPLIES Account 65040 - JANITORIAL SUPPLIES Totals Account 65085 - MINOR EQUIPMENT & TOOLS Business Unit 2315 - FIRE SUPPRESSION Account 62509 - SERVICE AGREEMENTS/ CONTRACTS AMBULANCE CHARGES- JAN 2022 Account 62509 - SERVICE AGREEMENTS/ CONTRACTS Totals Account 65095 - OFFICE SUPPLIES FIRE DEPT OFFICE SUPPLIES Account 65095 - OFFICE SUPPLIES Totals Business Unit 2305 - FIRE MGT & SUPPORT Totals FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS Account 65020 - CLOTHING Totals FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS FIRE UNIFORMS Run by Tera Davis on 02/23/2022 08:49:54 AM ] Page 5 of 22 A1.Page 98 of 589 100 GENERAL FUND Vendor G/L Date Payment Date Invoice Amount Accounts Payable by G/L Distribution Report Payment Date Range 03/01/22 - 03/01/22 CITY OF EVANSTON BILLS LIST PERIOD ENDING 03.01.2022 FY22 Invoice Description 13549 - EVANSTON IMPRINTABLES 03/01/2022 03/01/2022 413.04 Invoice Transactions 1 $413.04 103883 - OFFICE DEPOT 03/01/2022 03/01/2022 311.10 103883 - OFFICE DEPOT 03/01/2022 03/01/2022 23.39 Invoice Transactions 2 $334.49 Invoice Transactions 3 $747.53 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 62.98 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 64.47 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 76.28 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 75.30 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 183.72 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 229.14 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 268.18 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 285.89 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 24.22 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 24.22 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 22.88 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 153.06 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 183.60 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 198.93 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 162.68 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 131.97 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 141.52 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 157.12 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 166.76 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 38.53 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 35.08 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 35.23 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 31.25 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 679.05 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 736.46 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 800.94 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 1,550.45 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 10.02 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 10.77 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 12.10 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 12.65 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 1,623.93 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 24.22 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 429.16 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 160.24 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 108.15 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 94.09 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 24.00 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 43.74 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 87.34 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 21.24 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 109.21 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 36.88 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 34.59 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 32.50 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 19.43 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 25.77 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 32.99 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 313.81 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 25.47 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 47.16 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 59.24 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 104.32 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 68.03 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 32.38 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 27.71 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 4.85 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 77.78 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 75.50 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 28.94 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 1,217.90 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 35.20 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 405.92 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 141.53 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 117.22 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 89.33 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 23.33 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 40.45 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 25.23 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 195.72 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 21.42 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 90.45 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 38.43 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 34.35 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 31.91 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 19.43 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 28.09 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 32.80 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 233.33 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 46.56 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 60.18 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 84.75 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 67.15 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 35.13 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 28.18 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 4.85 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 89.34 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 82.51 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 29.27 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 994.24 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 50.83 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 327.23 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 250.63 UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED Business Unit 3025 - PARK UTILITIES Account 64005 - ELECTRICITY UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED OFFICE SUPPLIES Account 65095 - OFFICE SUPPLIES Totals Business Unit 3005 - REC. MGMT. & GENERAL SUPPORT Totals SHIRTS FOR FOOD BOOK TOY DRIVE Account 62996 - Holiday Food Drive Expenses Totals Account 65095 - OFFICE SUPPLIES OFFICE SUPPLIES Department 30 - PARKS AND RECREATION Business Unit 3005 - REC. MGMT. & GENERAL SUPPORT Account 62996 - Holiday Food Drive Expenses Run by Tera Davis on 02/23/2022 08:49:54 AM ] Page 6 of 22 A1.Page 99 of 589 100 GENERAL FUND Vendor G/L Date Payment Date Invoice Amount Accounts Payable by G/L Distribution Report Payment Date Range 03/01/22 - 03/01/22 CITY OF EVANSTON BILLS LIST PERIOD ENDING 03.01.2022 FY22 Invoice Description 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 124.91 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 190.99 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 24.51 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 42.36 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 29.08 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 198.36 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 21.51 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 243.74 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 43.20 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 35.81 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 32.77 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 23.37 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 41.73 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 34.97 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 159.17 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 91.76 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 69.98 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 98.96 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 189.20 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 41.98 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 28.44 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 4.85 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 102.54 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 93.21 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 29.72 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 244.78 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 46.00 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 361.07 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 265.19 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 146.49 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 252.29 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 25.00 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 47.87 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 26.80 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 180.53 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 21.22 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 545.12 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 44.90 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 41.34 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 31.36 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 26.71 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 47.03 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 34.95 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 194.64 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 82.31 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 68.78 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 100.39 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 303.88 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 43.90 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 28.04 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 4.84 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 108.33 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 97.96 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 29.51 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 119.09 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 128.27 Invoice Transactions 149 $21,006.72 Invoice Transactions 149 $21,006.72 102755 - JORSON & CARLSON 03/01/2022 03/01/2022 39.26 104729 - SIEMENS INDUSTRY, INC.03/01/2022 03/01/2022 923.00 Invoice Transactions 2 $962.26 15844 - DUAL TEMP COMPANIES OF IL 03/01/2022 03/01/2022 3,828.27 Invoice Transactions 1 $3,828.27 15711 - NONSTOP DANCING 03/01/2022 03/01/2022 2,475.00 Invoice Transactions 1 $2,475.00 100310 - ANDERSON PEST CONTROL 03/01/2022 03/01/2022 81.37 Invoice Transactions 1 $81.37 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 26,275.47 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 25,760.23 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 25,485.93 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 24,547.27 Invoice Transactions 4 $102,068.90 10546 - SUPERIOR INDUSTRIAL SUPPLY 03/01/2022 03/01/2022 1,175.34 10546 - SUPERIOR INDUSTRIAL SUPPLY 03/01/2022 03/01/2022 41.50 10546 - SUPERIOR INDUSTRIAL SUPPLY 03/01/2022 03/01/2022 20.48 12792 - UNIFIRST CORPORATION 03/01/2022 03/01/2022 59.28 Invoice Transactions 4 $1,296.60 106871 - R & R SPECIALTIES OF WISCONSIN, INC.03/01/2022 03/01/2022 7,175.00 Invoice Transactions 1 $7,175.00 Invoice Transactions 14 $117,887.40 103425 - MIDWEST TIME RECORDER 03/01/2022 03/01/2022 200.00 Invoice Transactions 1 $200.00 100310 - ANDERSON PEST CONTROL 03/01/2022 03/01/2022 39.64 Invoice Transactions 1 $39.64 18667 - OFFICIAL FINDERS, LLC 03/01/2022 03/01/2022 1,440.00 18667 - OFFICIAL FINDERS, LLC 03/01/2022 03/01/2022 1,540.00 Invoice Transactions 2 $2,980.00 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 869.17 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 607.84 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 612.65 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 724.18 Invoice Transactions 4 $2,813.84Account 64005 - ELECTRICITY Totals Account 64005 - ELECTRICITY UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED Account 62508 - SPORTS OFFICIALS CONTRACTED REFEREES CONTRACTED REFEREES Account 62508 - SPORTS OFFICIALS Totals Account 62235 - OFFICE EQUIPMENT MAINT Totals Account 62495 - LICENSED PEST CONTROL SERVICES MONTHLY PEST CONTROL Account 62495 - LICENSED PEST CONTROL SERVICES Totals Business Unit 3030 - CROWN COMMUNITY CENTER Totals Business Unit 3035 - CHANDLER COMMUNITY CENTER Account 62235 - OFFICE EQUIPMENT MAINT MAINTENANCE CONTRACT Account 65050 - BLDG MAINTENANCE MATERIAL ICE PAINTING EQUIPMENT Account 65050 - BLDG MAINTENANCE MATERIAL Totals JANITORIAL SUPPLY JANITORIAL SUPPLY JANITORIAL SUPPLY JANITORIAL SUPPLY Account 65040 - JANITORIAL SUPPLIES Totals UTILITIES: MC SQUARED UTILITIES: MC SQUARED Account 64005 - ELECTRICITY Totals Account 65040 - JANITORIAL SUPPLIES Account 62495 - LICENSED PEST CONTROL SERVICES Totals Account 64005 - ELECTRICITY UTILITIES: MC SQUARED UTILITIES: MC SQUARED SYNCRO TEAM COMPETITION DRESSES Account 62490 - OTHER PROGRAM COSTS Totals Account 62495 - LICENSED PEST CONTROL SERVICES MONTHLY PEST MAINTENANCE Account 62251 - CROWN CENTER SYSTEMS REPAIR Industrial Refrigeration Preventative Maintenance Account 62251 - CROWN CENTER SYSTEMS REPAIR Totals Account 62490 - OTHER PROGRAM COSTS Business Unit 3030 - CROWN COMMUNITY CENTER Account 62245 - OTHER EQMT MAINTENANCE ICE SCRAPER KNIVES SHARPENED & HONED FIRE ALARM MAINTENANCE Account 62245 - OTHER EQMT MAINTENANCE Totals UTILITIES: MC SQUARED Account 64005 - ELECTRICITY Totals Business Unit 3025 - PARK UTILITIES Totals UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED Run by Tera Davis on 02/23/2022 08:49:54 AM ] Page 7 of 22 A1.Page 100 of 589 100 GENERAL FUND Vendor G/L Date Payment Date Invoice Amount Accounts Payable by G/L Distribution Report Payment Date Range 03/01/22 - 03/01/22 CITY OF EVANSTON BILLS LIST PERIOD ENDING 03.01.2022 FY22 Invoice Description 103744 - NICOR 03/01/2022 03/01/2022 503.35 Invoice Transactions 1 $503.35 103883 - OFFICE DEPOT 03/01/2022 03/01/2022 170.96 103883 - OFFICE DEPOT 03/01/2022 03/01/2022 24.09 103883 - OFFICE DEPOT 03/01/2022 03/01/2022 8.89 103883 - OFFICE DEPOT 03/01/2022 03/01/2022 105.30 103883 - OFFICE DEPOT 03/01/2022 03/01/2022 45.00 Invoice Transactions 5 $354.24 Invoice Transactions 14 $6,891.07 100310 - ANDERSON PEST CONTROL 03/01/2022 03/01/2022 82.80 Invoice Transactions 1 $82.80 13568 - THOMAS SEXTON 03/01/2022 03/01/2022 322.00 17869 - STUART MATTISON 03/01/2022 03/01/2022 486.50 Invoice Transactions 2 $808.50 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 3,246.20 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 1,981.98 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 2,147.09 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 1,649.30 Invoice Transactions 4 $9,024.57 103744 - NICOR 03/01/2022 03/01/2022 556.75 Invoice Transactions 1 $556.75 12428 - SMIGO MANAGEMENT GROUP DBA HOFFMAN HOUSE CATERING 03/01/2022 03/01/2022 976.00 Invoice Transactions 1 $976.00 17268 - HOME DEPOT U.S.A., INC. DBA THE HOME DEPOT PRO 03/01/2022 03/01/2022 4.93 10546 - SUPERIOR INDUSTRIAL SUPPLY 03/01/2022 03/01/2022 21.32 10546 - SUPERIOR INDUSTRIAL SUPPLY 03/01/2022 03/01/2022 329.65 Invoice Transactions 3 $355.90 Invoice Transactions 12 $11,804.52 18514 - OLIVE FERGUSON 03/01/2022 03/01/2022 605.00 18495 - REBECCA J LISTER 03/01/2022 03/01/2022 880.00 18495 - REBECCA J LISTER 03/01/2022 03/01/2022 300.00 Invoice Transactions 3 $1,785.00 Invoice Transactions 3 $1,785.00 15553 - JUDITH GRUBNER 03/01/2022 03/01/2022 847.20 16400 - NICHOLA GOSS 03/01/2022 03/01/2022 584.00 Invoice Transactions 2 $1,431.20 100401 - COMCAST CABLE 03/01/2022 03/01/2022 194.08 18835 - MICHAEL KNAUF 03/01/2022 03/01/2022 225.00 Invoice Transactions 2 $419.08 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 4,969.55 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 3,723.70 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 3,027.68 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 3,293.39 Invoice Transactions 4 $15,014.32 Invoice Transactions 8 $16,864.60 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 321.52 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 213.95 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 179.50 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 184.25 Invoice Transactions 4 $899.22 151986 - CINTAS CORPORATION #769 03/01/2022 03/01/2022 250.00 Invoice Transactions 1 $250.00 Invoice Transactions 5 $1,149.22 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 452.73 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 440.95 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 443.75 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 445.61 Invoice Transactions 4 $1,783.04 Invoice Transactions 4 $1,783.04 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 1,681.13 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 1,125.52 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 868.55 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 1,120.77 Invoice Transactions 4 $4,795.97 103744 - NICOR 03/01/2022 03/01/2022 675.59 Invoice Transactions 1 $675.59 Invoice Transactions 5 $5,471.56 317729 - MAX DINERSTEIN 03/01/2022 03/01/2022 745.00 Invoice Transactions 1 $745.00 Invoice Transactions 1 $745.00 Invoice Transactions 218 $186,135.66 105524 - WEST CENTRAL MUNICIPAL CONFERENCE 03/01/2022 03/01/2022 575.00 Invoice Transactions 1 $575.00 Invoice Transactions 1 $575.00Business Unit 4320 - FORESTRY Totals Business Unit 4320 - FORESTRY Account 65005 - AGRI/BOTANICAL SUPPLIES MEMBERSHIP Account 65005 - AGRI/BOTANICAL SUPPLIES Totals Business Unit 3720 - CULTURAL ARTS PROGRAMS Totals Department 30 - PARKS AND RECREATION Totals Department 40 - PUBLIC WORKS AGENCY Business Unit 3720 - CULTURAL ARTS PROGRAMS Account 62490 - OTHER PROGRAM COSTS COSTUME DESIGN, CONSTRUCTION PERFORMANCE ASSISTANT Account 62490 - OTHER PROGRAM COSTS Totals Account 64015 - NATURAL GAS UTILITIES-NICOR JAN22 Account 64015 - NATURAL GAS Totals Business Unit 3710 - NOYES CULTURAL ARTS CENTER Totals UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED Account 64005 - ELECTRICITY Totals Business Unit 3605 - ECOLOGY CENTER Totals Business Unit 3710 - NOYES CULTURAL ARTS CENTER Account 64005 - ELECTRICITY UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED Account 64005 - ELECTRICITY Totals Business Unit 3225 - GIBBS-MORRISON CULTURAL CENTER Totals Business Unit 3605 - ECOLOGY CENTER Account 64005 - ELECTRICITY UTILITIES: MC SQUARED Account 64005 - ELECTRICITY Totals Account 65040 - JANITORIAL SUPPLIES DOOR MATS (GIBBS) Account 65040 - JANITORIAL SUPPLIES Totals Account 64005 - ELECTRICITY UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED Account 64005 - ELECTRICITY Totals Business Unit 3055 - LEVY CENTER SENIOR SERVICES Totals Business Unit 3225 - GIBBS-MORRISON CULTURAL CENTER Account 64005 - ELECTRICITY UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED Account 62511 - ENTERTAIN/PERFORMER SERV CABLE MUSIC SERVICES Account 62511 - ENTERTAIN/PERFORMER SERV Totals Business Unit 3055 - LEVY CENTER SENIOR SERVICES Account 62505 - INSTRUCTOR SERVICES WINTER LINE DANCE BALLET AND MODERN CLASSES Account 62505 - INSTRUCTOR SERVICES Totals STAGE MANAGER "HOME" CO-SOUND DESIGNER "HOME" Account 62505 - INSTRUCTOR SERVICES Totals Business Unit 3045 - FLEETWOOD/JOURDAIN THEATR Totals Business Unit 3040 - FLEETWOOD JOURDAIN COM CT Totals Business Unit 3045 - FLEETWOOD/JOURDAIN THEATR Account 62505 - INSTRUCTOR SERVICES ASST STAGE MANAGER "HOME" CLEANING SUPPLIES CLEANING SUPPLIES CLEANING SUPPLIES Account 65040 - JANITORIAL SUPPLIES Totals Account 65025 - FOOD CONGREGATE MEAL PROGRAM Account 65025 - FOOD Totals Account 65040 - JANITORIAL SUPPLIES Account 64005 - ELECTRICITY Totals Account 64015 - NATURAL GAS UTILITIES-NICOR JAN22 Account 64015 - NATURAL GAS Totals Account 64005 - ELECTRICITY UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED Account 62505 - INSTRUCTOR SERVICES KARATE INSTRUCTOR SOCCER INSTRUCTOR Account 62505 - INSTRUCTOR SERVICES Totals Business Unit 3040 - FLEETWOOD JOURDAIN COM CT Account 62495 - LICENSED PEST CONTROL SERVICES MONTHLY SERVICE FOR FEBRUARY 2022 Account 62495 - LICENSED PEST CONTROL SERVICES Totals OFFICE SUPPLIES FOR CHANDLER-NEWBERGER CENTER Account 65095 - OFFICE SUPPLIES Totals Business Unit 3035 - CHANDLER COMMUNITY CENTER Totals Account 65095 - OFFICE SUPPLIES OFFICE SUPPLIES FOR CHANDLER-NEWBERGER CENTER OFFICE SUPPLIES FOR CHANDLER-NEWBERGER CENTER OFFICE SUPPLIES FOR CHANDLER-NEWBERGER CENTER OFFICE SUPPLIES FOR CHANDLER-NEWBERGER CENTER Account 64015 - NATURAL GAS UTILITIES-NICOR JAN22 Account 64015 - NATURAL GAS Totals Run by Tera Davis on 02/23/2022 08:49:54 AM ] Page 8 of 22 A1.Page 101 of 589 100 GENERAL FUND Vendor G/L Date Payment Date Invoice Amount Accounts Payable by G/L Distribution Report Payment Date Range 03/01/22 - 03/01/22 CITY OF EVANSTON BILLS LIST PERIOD ENDING 03.01.2022 FY22 Invoice Description 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 24.22 10730 - MC SQUARED ENERGY 03/01/2022 03/01/2022 22.88 Invoice Transactions 2 $47.10 101081 - CITY WELDING SALES & SERVICE INC.03/01/2022 03/01/2022 12.50 Invoice Transactions 1 $12.50 Invoice Transactions 3 $59.60 103883 - OFFICE DEPOT 03/01/2022 03/01/2022 53.72 Invoice Transactions 1 $53.72 Invoice Transactions 1 $53.72 103883 - OFFICE DEPOT 03/01/2022 03/01/2022 114.68 Invoice Transactions 1 $114.68 Invoice Transactions 1 $114.68 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 52.46 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 31.18 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 29.75 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 25.93 10730 - MC SQUARED ENERGY 03/01/2022 03/01/2022 79.07 10730 - MC SQUARED ENERGY 03/01/2022 03/01/2022 72.85 10730 - MC SQUARED ENERGY 03/01/2022 03/01/2022 53.84 10730 - MC SQUARED ENERGY 03/01/2022 03/01/2022 70.79 10730 - MC SQUARED ENERGY 03/01/2022 03/01/2022 99.36 Invoice Transactions 9 $515.23 100375 - ARTS & LETTERS LTD.03/01/2022 03/01/2022 128.00 Invoice Transactions 1 $128.00 Invoice Transactions 10 $643.23 105651 - JIMMY WILLIAMS 03/01/2022 03/01/2022 600.00 11204 - A1 DEPENDABLE ROADSIDE ASSISTANCE 03/01/2022 03/01/2022 600.00 100168 - ALERT TOWING, INC.03/01/2022 03/01/2022 600.00 291994 - ALPHA CARRIER EXPERTS, INC.03/01/2022 03/01/2022 1,800.00 14232 - AUTO SEEKERS 03/01/2022 03/01/2022 600.00 254762 - DANIEL ORTIZ 03/01/2022 03/01/2022 620.00 165964 - FRANCISCO DE JESUS DBA PONCH TOWING 03/01/2022 03/01/2022 1,240.00 323677 - FRANKSA TOWING 03/01/2022 03/01/2022 620.00 102070 - G & J TOWING C/O JOSE QUETELL, JR.03/01/2022 03/01/2022 620.00 12512 - ILLINOIS RECOVERY SERVICES 03/01/2022 03/01/2022 620.00 17018 - JIM RECOVERY 03/01/2022 03/01/2022 600.00 323188 - MOBILE TRANSPORT, LLC 03/01/2022 03/01/2022 620.00 123032 - T & C TOWING SERVICE, INC.03/01/2022 03/01/2022 600.00 275878 - T-BONE TOWING 03/01/2022 03/01/2022 600.00 Invoice Transactions 14 $10,340.00 Invoice Transactions 14 $10,340.00 Invoice Transactions 30 $11,786.23 Invoice Transactions 486 $444,829.99 Department 40 - PUBLIC WORKS AGENCY Totals Fund 100 - GENERAL FUND Totals SNOW EMERGENCY (2/4/22) Account 62451 - TOWING AND BOOTING CONTRACTS Totals Business Unit 4550 - MAINT-SNOW & ICE Totals SNOW EMERGENCY (2/4/22) SNOW EMERGENCY (2/4/22) SNOW EMERGENCY (2/4/22) SNOW EMERGENCY (2/4/22) SNOW EMERGENCY (2/4/22) SNOW EMERGENCY (2/4/22) SNOW EMERGENCY (2/4/22) SNOW EMERGENCY (2/4/22) SNOW EMERGENCY (2/4/22) SNOW EMERGENCY (2/4/22) Business Unit 4550 - MAINT-SNOW & ICE Account 62451 - TOWING AND BOOTING CONTRACTS SNOW EMERGENCY (2/4/22) SNOW EMERGENCY (2/4/22) SNOW EMERGENCY (2/4/22) Account 65115 - TRAFFIC CONTROL SUPPLI SIGN FABRICATION LETTERS Account 65115 - TRAFFIC CONTROL SUPPLI Totals Business Unit 4520 - TRAF. SIG.& ST LIGHT MAINT Totals FESTIVAL LIGHTING FESTIVAL LIGHTING FESTIVAL LIGHTING Account 64008 - FESTIVAL LIGHTING Totals FESTIVAL LIGHTING FESTIVAL LIGHTING FESTIVAL LIGHTING FESTIVAL LIGHTING FESTIVAL LIGHTING Business Unit 4500 - INFRASTRUCTURE MAINTENANCE Totals Business Unit 4520 - TRAF. SIG.& ST LIGHT MAINT Account 64008 - FESTIVAL LIGHTING FESTIVAL LIGHTING Business Unit 4500 - INFRASTRUCTURE MAINTENANCE Account 65095 - OFFICE SUPPLIES OFFICE SUPPLIES - PUBLIC SERVICES BUREAU Account 65095 - OFFICE SUPPLIES Totals Account 65095 - OFFICE SUPPLIES OFFICE SUPPLIES - PWA: ADMIN AND CP & ENGINEERING Account 65095 - OFFICE SUPPLIES Totals Business Unit 4400 - CAPITAL PLANNING & ENGINEERING Totals Account 62199 - PARK MNTNCE & FURNITURE RPLCMN Totals Business Unit 4330 - GREENWAYS Totals Business Unit 4400 - CAPITAL PLANNING & ENGINEERING GREENWAYS - IRRIGATION PUMP Account 62195 - LANDSCAPE MAINTENANCE SERVICES Totals Account 62199 - PARK MNTNCE & FURNITURE RPLCMN WELDING GAS - GREENWAYS Business Unit 4330 - GREENWAYS Account 62195 - LANDSCAPE MAINTENANCE SERVICES UTILITIES: MC SQUARED Run by Tera Davis on 02/23/2022 08:49:54 AM ] Page 9 of 22 A1.Page 102 of 589 176 HUMAN SERVICES FUND Vendor G/L Date Payment Date Invoice Amount 18100 - BRUCE DOBLIN MDSC 03/01/2022 03/01/2022 8,500.00 Invoice Transactions 1 $8,500.00 Invoice Transactions 1 $8,500.00 Invoice Transactions 1 $8,500.00 Invoice Transactions 1 $8,500.00 Business Unit 2420 - COVID CONTACT TRACING Totals Department 24 - HEALTH Totals Fund 176 - HUMAN SERVICES FUND Totals Business Unit 2420 - COVID CONTACT TRACING Account 62490 - OTHER PROGRAM COSTS MEDICAL CONSULTATION SERVICES FOR 5 MONTHS Account 62490 - OTHER PROGRAM COSTS Totals Invoice Description Fund 176 - HUMAN SERVICES FUND Department 24 - HEALTH Accounts Payable by G/L Distribution Report Payment Date Range 03/01/22 - 03/01/22 CITY OF EVANSTON BILLS LIST PERIOD ENDING 03.01.2022 FY22 Run by Tera Davis on 02/23/2022 08:49:54 AM Page 10 of 22 A1.Page 103 of 589 200 MOTOR FUEL TAX FUND Vendor G/L Date Payment Date Invoice Amount 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 193.64 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 19.89 101143 - COMED 03/01/2022 03/01/2022 1,422.35 10730 - MC SQUARED ENERGY 03/01/2022 03/01/2022 25.34 10730 - MC SQUARED ENERGY 03/01/2022 03/01/2022 4.84 10730 - MC SQUARED ENERGY 03/01/2022 03/01/2022 238.29 10730 - MC SQUARED ENERGY 03/01/2022 03/01/2022 22,122.61 Invoice Transactions 7 $24,026.96 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 26.15 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 360.30 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 4.85 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 4.85 101143 - COMED 03/01/2022 03/01/2022 3,422.48 10730 - MC SQUARED ENERGY 03/01/2022 03/01/2022 359.97 10730 - MC SQUARED ENERGY 03/01/2022 03/01/2022 4.84 10730 - MC SQUARED ENERGY 03/01/2022 03/01/2022 4.84 10730 - MC SQUARED ENERGY 03/01/2022 03/01/2022 360.30 Invoice Transactions 9 $4,548.58 125211 - MORTON SALT 03/01/2022 03/01/2022 1,468.84 125211 - MORTON SALT 03/01/2022 03/01/2022 46,793.74 125211 - MORTON SALT 03/01/2022 03/01/2022 1,433.10 125211 - MORTON SALT 03/01/2022 03/01/2022 13,747.30 Invoice Transactions 4 $63,442.98 Invoice Transactions 20 $92,018.52 Invoice Transactions 20 $92,018.52 Invoice Transactions 20 $92,018.52 Business Unit 5100 - MOTOR FUEL TAX - ADMINISTRATION Totals Department 40 - PUBLIC WORKS AGENCY Totals Fund 200 - MOTOR FUEL TAX FUND Totals FY2022 ROCK SALT CONTRACT FY2022 ROCK SALT CONTRACT FY2022 ROCK SALT CONTRACT Account 65015 - CHEMICALS/ SALT Totals TRAFFIC SIGNALS Account 64007 - TRAFFIC LIGHT ELECTRICITY Totals Account 65015 - CHEMICALS/ SALT FY2022 ROCK SALT CONTRACT TRAFFIC SIGNALS TRAFFIC SIGNALS TRAFFIC SIGNALS TRAFFIC SIGNALS TRAFFIC SIGNALS Account 64007 - TRAFFIC LIGHT ELECTRICITY TRAFFIC SIGNALS TRAFFIC SIGNALS TRAFFIC SIGNALS STREET LIGHTING STREET LIGHTING STREET LIGHTING STREET LIGHTING Account 64006 - LIGHTING Totals Business Unit 5100 - MOTOR FUEL TAX - ADMINISTRATION Account 64006 - LIGHTING STREET LIGHTING STREET LIGHTING STREET LIGHTING Invoice Description Fund 200 - MOTOR FUEL TAX FUND Department 40 - PUBLIC WORKS AGENCY Accounts Payable by G/L Distribution Report Payment Date Range 03/01/22 - 03/01/22 CITY OF EVANSTON BILLS LIST PERIOD ENDING 03.01.2022 FY22 Run by Tera Davis on 02/23/2022 08:49:54 AM Page 11 of 22 A1.Page 104 of 589 205 EMERGENCY TELE (E911) FUND Vendor G/L Date Payment Date Invoice Amount 104157 - POWER PHONE INC 03/01/2022 03/01/2022 399.00 Invoice Transactions 1 $399.00 100987 - CHICAGO COMMUNICATIONS, LLC.03/01/2022 03/01/2022 2,520.00 100987 - CHICAGO COMMUNICATIONS, LLC.03/01/2022 03/01/2022 674.00 Invoice Transactions 2 $3,194.00 100987 - CHICAGO COMMUNICATIONS, LLC.03/01/2022 03/01/2022 439.00 100987 - CHICAGO COMMUNICATIONS, LLC.03/01/2022 03/01/2022 846.18 Invoice Transactions 2 $1,285.18 Invoice Transactions 5 $4,878.18 Invoice Transactions 5 $4,878.18 Invoice Transactions 5 $4,878.18 Business Unit 5150 - EMERGENCY TELEPHONE SYSTM Totals Department 22 - POLICE Totals Fund 205 - EMERGENCY TELEPHONE (E911) FUND Totals Account 65085 - MINOR EQUIPMENT & TOOLS REPLACEMENT EQUIPMENT MOBILE RADIO (FIRE STATION 4 AMP) Account 65085 - MINOR EQUIPMENT & TOOLS Totals Account 62509 - SERVICE AGREEMENTS/ CONTRACTS 2022 FD ANNUAL MAINTENANCE MOBILE RADIO MAINTENANCE (MARCH 22) Account 62509 - SERVICE AGREEMENTS/ CONTRACTS Totals Business Unit 5150 - EMERGENCY TELEPHONE SYSTM Account 62295 - TRAINING & TRAVEL EMD CERTIFICATION Account 62295 - TRAINING & TRAVEL Totals Invoice Description Fund 205 - EMERGENCY TELEPHONE (E911) FUND Department 22 - POLICE Accounts Payable by G/L Distribution Report Payment Date Range 03/01/22 - 03/01/22 CITY OF EVANSTON BILLS LIST PERIOD ENDING 03.01.2022 FY22 Run by Tera Davis on 02/23/2022 08:49:54 AM Page 12 of 22 A1.Page 105 of 589 250 AFFORDABLE HOUSING FUND Vendor G/L Date Payment Date Invoice Amount 16209 - DENZIN SOLTANZADEH LLC 03/01/2022 03/01/2022 74.00 Invoice Transactions 1 $74.00 Invoice Transactions 1 $74.00 Invoice Transactions 1 $74.00 Invoice Transactions 1 $74.00 Business Unit 5465 - AFFORDABLE HOUSING Totals Department 21 - COMMUNITY DEVELOPMENT Totals Fund 250 - AFFORDABLE HOUSING FUND Totals Business Unit 5465 - AFFORDABLE HOUSING Account 62490 - OTHER PROGRAM COSTS LEGAL SERVICES 1919 GREENWOOD Account 62490 - OTHER PROGRAM COSTS Totals Invoice Description Fund 250 - AFFORDABLE HOUSING FUND Department 21 - COMMUNITY DEVELOPMENT Accounts Payable by G/L Distribution Report Payment Date Range 03/01/22 - 03/01/22 CITY OF EVANSTON BILLS LIST PERIOD ENDING 03.01.2022 FY22 Run by Tera Davis on 02/23/2022 08:49:54 AM Page 13 of 22 A1.Page 106 of 589 330 HOWARD- RIDGE TIF FUND Vendor G/L Date Payment Date Invoice Amount 103744 - NICOR 03/01/2022 03/01/2022 418.67 Invoice Transactions 1 $418.67 Invoice Transactions 1 $418.67 Invoice Transactions 1 $418.67 Invoice Transactions 1 $418.67 Business Unit 5860 - HOWARD RIDGE TIF Totals Department 99 - NON-DEPARTMENTAL Totals Fund 330 - HOWARD-RIDGE TIF FUND Totals Business Unit 5860 - HOWARD RIDGE TIF Account 64015 - NATURAL GAS UTILITIES: NICOR Account 64015 - NATURAL GAS Totals Invoice Description Fund 330 - HOWARD-RIDGE TIF FUND Department 99 - NON-DEPARTMENTAL Accounts Payable by G/L Distribution Report Payment Date Range 03/01/22 - 03/01/22 CITY OF EVANSTON BILLS LIST PERIOD ENDING 03.01.2022 FY22 Run by Tera Davis on 02/23/2022 08:49:54 AM Page 14 of 22 A1.Page 107 of 589 415 CAPITAL IMPROVEMENTS FUND Vendor G/L Date Payment Date Invoice Amount 171019 - CHRISTOPHER B. BURKE ENGINEERING, LTD.*03/01/2022 03/01/2022 432.50 Invoice Transactions 1 $432.50 Invoice Transactions 1 $432.50 18333 - ALTURA SOLUTIONS, LLC 03/01/2022 03/01/2022 33,600.08 102363 - HOLABIRD & ROOT LLC 03/01/2022 03/01/2022 19,360.00 Invoice Transactions 2 $52,960.08 Invoice Transactions 2 $52,960.08 104995 - B.H. SUHR & COMPANY, INC.03/01/2022 03/01/2022 650.00 102363 - HOLABIRD & ROOT LLC 03/01/2022 03/01/2022 7,183.00 102363 - HOLABIRD & ROOT LLC 03/01/2022 03/01/2022 42,887.50 102363 - HOLABIRD & ROOT LLC 03/01/2022 03/01/2022 2,000.00 102363 - HOLABIRD & ROOT LLC 03/01/2022 03/01/2022 61,054.17 16073 - PATRICK ENGINEERING, INC.*03/01/2022 03/01/2022 9,340.29 16025 - SECOND CITY APPRAISAL LLC 03/01/2022 03/01/2022 1,200.00 Invoice Transactions 7 $124,314.96 Invoice Transactions 7 $124,314.96 Invoice Transactions 10 $177,707.54 Invoice Transactions 10 $177,707.54Fund 415 - CAPITAL IMPROVEMENTS FUND Totals Accounts Payable by G/L Distribution Report Payment Date Range 03/01/22 - 03/01/22 CITY OF EVANSTON BILLS LIST PERIOD ENDING 03.01.2022 FY22 Business Unit 4121 - 2021 GO BOND CAPITAL Totals Department 40 - PUBLIC WORKS AGENCY Totals ANIMAL SHELTER- ARCHITECTURAL & ENGINEERING SERVICES ANIMAL SHELTER- ARCHITECTURAL & ENGINEERING SERVICES MAIN ST IMPROVEMENT PROJECT PHASE I & II ENGINEERING ALLEY APPRAISAL CENTRAL PARK & LINCOLNWOOD AND GRANT & PAYNE Account 62145 - ENGINEERING SERVICES Totals Business Unit 4121 - 2021 GO BOND CAPITAL Account 62145 - ENGINEERING SERVICES ALLEY PLATS OF SURVEY ANIMAL SHELTER- ARCHITECTURAL & ENGINEERING SERVICES ANIMAL SHELTER- ARCHITECTURAL & ENGINEERING SERVICES ANIMAL SHELTER- ARCHITECTURAL & ENGINEERING SERVICES Account 62145 - ENGINEERING SERVICES Totals Business Unit 4120 - 2020 GO BOND CAPITAL Totals Business Unit 4119 - 2019 GO BOND CAPITAL Totals Business Unit 4120 - 2020 GO BOND CAPITAL Account 62145 - ENGINEERING SERVICES ADA TRANSITION PLAN UPDATE Business Unit 4119 - 2019 GO BOND CAPITAL Account 62145 - ENGINEERING SERVICES OAKTON ST CORRIDOR STUDY Account 62145 - ENGINEERING SERVICES Totals Invoice Description Fund 415 - CAPITAL IMPROVEMENTS FUND Department 40 - PUBLIC WORKS AGENCY Run by Tera Davis on 02/23/2022 08:49:54 AM Page 15 of 22 A1.Page 108 of 589 505 PARKING SYSTEM FUND Vendor G/L Date Payment Date Invoice Amount 225904 - TOTAL PARKING SOLUTIONS, INC.03/01/2022 03/01/2022 36,000.00 105604 - WISS, JANNEY, ELSTNER ASSOCIATES INC.*03/01/2022 03/01/2022 36,800.00 Invoice Transactions 2 $72,800.00 Invoice Transactions 2 $72,800.00 101215 - COOK COUNTY COLLECTOR 03/01/2022 03/01/2022 1,407.08 Invoice Transactions 1 $1,407.08 225904 - TOTAL PARKING SOLUTIONS, INC.03/01/2022 03/01/2022 2,628.00 Invoice Transactions 1 $2,628.00 Invoice Transactions 2 $4,035.08 101215 - COOK COUNTY COLLECTOR 03/01/2022 03/01/2022 685.66 Invoice Transactions 1 $685.66 13097 - SP PLUS PARKING 03/01/2022 03/01/2022 11,653.05 Invoice Transactions 1 $11,653.05 100310 - ANDERSON PEST CONTROL 03/01/2022 03/01/2022 122.78 Invoice Transactions 1 $122.78 Invoice Transactions 3 $12,461.49 101215 - COOK COUNTY COLLECTOR 03/01/2022 03/01/2022 2,651.41 Invoice Transactions 1 $2,651.41 215899 - MB EVANSTON SHERMAN, L.L.C.03/01/2022 03/01/2022 1,280.00 13097 - SP PLUS PARKING 03/01/2022 03/01/2022 21,187.79 Invoice Transactions 2 $22,467.79 Invoice Transactions 3 $25,119.20 101215 - COOK COUNTY COLLECTOR 03/01/2022 03/01/2022 430.63 Invoice Transactions 1 $430.63 13097 - SP PLUS PARKING 03/01/2022 03/01/2022 14,128.33 Invoice Transactions 1 $14,128.33 100310 - ANDERSON PEST CONTROL 03/01/2022 03/01/2022 122.77 101960 - FOX VALLEY FIRE & SAFETY 03/01/2022 03/01/2022 527.00 17388 - JONES LANG LASALLE AMERICAS 03/01/2022 03/01/2022 22,070.40 Invoice Transactions 3 $22,720.17 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 140.39 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 133.05 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 132.97 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 145.23 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 1,662.20 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 1,654.94 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 2,574.18 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 3,862.00 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 5,020.81 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 5,933.36 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 8,541.90 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 11,376.33 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 3,476.50 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 3,802.81 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 5,509.93 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 7,414.92 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 4.37 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 4.24 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 4.99 10730 - MC SQUARED ENERGY 12/25/2021 03/01/2022 5.24 Invoice Transactions 20 $61,400.36 Invoice Transactions 25 $98,679.49 Invoice Transactions 35 $213,095.26 Invoice Transactions 35 $213,095.26 Department 19 - ADMINISTRATIVE SERVICES Totals Fund 505 - PARKING SYSTEM FUND Totals Accounts Payable by G/L Distribution Report Payment Date Range 03/01/22 - 03/01/22 CITY OF EVANSTON BILLS LIST PERIOD ENDING 03.01.2022 FY22 UTILITIES: MC SQUARED Account 64005 - ELECTRICITY Totals Business Unit 7037 - MAPLE GARAGE Totals UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED Account 64005 - ELECTRICITY UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED UTILITIES: MC SQUARED Account 62509 - SERVICE AGREEMENTS/ CONTRACTS MONTHLY SERVICE-MAPLE GARAGE MARCH 2022 FIRE ALARM SERVICE-MAPLE GARAGE 2/8/22 CONTRACTED PAYMENT FOR USPS LEASE AT MAPLE GARAGE Account 62509 - SERVICE AGREEMENTS/ CONTRACTS Totals Account 62347 - PARKING TAX PAYMENTS TO COUNTY Totals Account 62400 - CONTRACT SVC-PARKING GARAGE GARAGE MANAGEMENT-FEBRUARY 2022 Account 62400 - CONTRACT SVC-PARKING GARAGE Totals Business Unit 7036 - SHERMAN GARAGE Totals Business Unit 7037 - MAPLE GARAGE Account 62347 - PARKING TAX PAYMENTS TO COUNTY *PARKING TAX JAN 2022 Account 62400 - CONTRACT SVC-PARKING GARAGE SHERMAN GARAGE JANITORIAL SERVICES FEBRUARY 2022 GARAGE MANAGEMENT-FEBRUARY 2022 Account 62400 - CONTRACT SVC-PARKING GARAGE Totals Business Unit 7036 - SHERMAN GARAGE Account 62347 - PARKING TAX PAYMENTS TO COUNTY *PARKING TAX JAN 2022 Account 62347 - PARKING TAX PAYMENTS TO COUNTY Totals Account 62509 - SERVICE AGREEMENTS/ CONTRACTS MONTHLY SERVICE-CHURCH GARAGE MARCH 2022 Account 62509 - SERVICE AGREEMENTS/ CONTRACTS Totals Business Unit 7025 - CHURCH STREET GARAGE Totals Account 62347 - PARKING TAX PAYMENTS TO COUNTY Totals Account 62400 - CONTRACT SVC-PARKING GARAGE GARAGE MANAGEMENT-FEBRUARY 2022 Account 62400 - CONTRACT SVC-PARKING GARAGE Totals Business Unit 7015 - PARKING LOTS & METERS Totals Business Unit 7025 - CHURCH STREET GARAGE Account 62347 - PARKING TAX PAYMENTS TO COUNTY *PARKING TAX JAN 2022 Account 62347 - PARKING TAX PAYMENTS TO COUNTY Totals Account 62509 - SERVICE AGREEMENTS/ CONTRACTS LEASE PAYMENT 3/36-10 PAY BOXES Account 62509 - SERVICE AGREEMENTS/ CONTRACTS Totals Business Unit 7005 - PARKING SYSTEM MGT Totals Business Unit 7015 - PARKING LOTS & METERS Account 62347 - PARKING TAX PAYMENTS TO COUNTY *PARKING TAX JAN 2022 Business Unit 7005 - PARKING SYSTEM MGT Account 65515 - OTHER IMPROVEMENTS 40 PAYBOX 4G MODEM UPGRADES PARKING GARAGE STRUCTURAL ASSESSMENT Account 65515 - OTHER IMPROVEMENTS Totals Invoice Description Fund 505 - PARKING SYSTEM FUND Department 19 - ADMINISTRATIVE SERVICES Run by Tera Davis on 02/23/2022 08:49:54 AM Page 16 of 22 A1.Page 109 of 589 510 WATER FUND Vendor G/L Date Payment Date Invoice Amount 104981 - AECOM USA, INC.03/01/2022 03/01/2022 9,646.53 Invoice Transactions 1 $9,646.53 101832 - FEDERAL EXPRESS CORP.03/01/2022 03/01/2022 43.39 Invoice Transactions 1 $43.39 103883 - OFFICE DEPOT 03/01/2022 03/01/2022 7.41 103883 - OFFICE DEPOT 03/01/2022 03/01/2022 204.30 Invoice Transactions 2 $211.71 Invoice Transactions 4 $9,901.63 105394 - VERIZON WIRELESS 03/01/2022 03/01/2022 114.03 Invoice Transactions 1 $114.03 Invoice Transactions 1 $114.03 10730 - MC SQUARED ENERGY 03/01/2022 03/01/2022 93,581.84 10730 - MC SQUARED ENERGY 03/01/2022 03/01/2022 495.15 10730 - MC SQUARED ENERGY 03/01/2022 03/01/2022 584.58 10730 - MC SQUARED ENERGY 03/01/2022 03/01/2022 19.14 10730 - MC SQUARED ENERGY 03/01/2022 03/01/2022 184.93 10730 - MC SQUARED ENERGY 03/01/2022 03/01/2022 94.39 Invoice Transactions 6 $94,960.03 103744 - NICOR 03/01/2022 03/01/2022 1,659.35 103744 - NICOR 03/01/2022 03/01/2022 184.13 Invoice Transactions 2 $1,843.48 Invoice Transactions 8 $96,803.51 106964 - EUROFINS EATON ANALYTICAL 03/01/2022 03/01/2022 50.00 106964 - EUROFINS EATON ANALYTICAL 03/01/2022 03/01/2022 50.00 106964 - EUROFINS EATON ANALYTICAL 03/01/2022 03/01/2022 390.00 106964 - EUROFINS EATON ANALYTICAL 03/01/2022 03/01/2022 50.00 106964 - EUROFINS EATON ANALYTICAL 03/01/2022 03/01/2022 50.00 106964 - EUROFINS EATON ANALYTICAL 03/01/2022 03/01/2022 1,600.00 106964 - EUROFINS EATON ANALYTICAL 03/01/2022 03/01/2022 50.00 Invoice Transactions 7 $2,240.00 12866 - UNIVAR USA, INC.03/01/2022 03/01/2022 9,225.00 Invoice Transactions 1 $9,225.00 172225 - CARUS PHOSPHATES, INC.03/01/2022 03/01/2022 26,227.60 Invoice Transactions 1 $26,227.60 Invoice Transactions 9 $37,692.60 17270 - BACKFLOW SOLUTIONS, INC 03/01/2022 03/01/2022 3,303.40 Invoice Transactions 1 $3,303.40 101903 - FLADER PLUMBING & HEATING 03/01/2022 03/01/2022 7,248.00 Invoice Transactions 1 $7,248.00 Invoice Transactions 2 $10,551.40 Invoice Transactions 24 $155,063.17 Invoice Transactions 24 $155,063.17 Department 40 - PUBLIC WORKS AGENCY Totals Fund 510 - WATER FUND Totals Accounts Payable by G/L Distribution Report Payment Date Range 03/01/22 - 03/01/22 CITY OF EVANSTON BILLS LIST PERIOD ENDING 03.01.2022 FY22 Account 62410 - LEAD SERVICE ABATEMENT REPLACE 1" COPPER SERVICE AT 1726 LYONS Account 62410 - LEAD SERVICE ABATEMENT Totals Business Unit 4225 - WATER OTHER OPERATIONS Totals Business Unit 4225 - WATER OTHER OPERATIONS Account 62185 - CONSULTING SERVICES 2022 CROSS CONNECTION CONTROL MANAGEMENT PROGRAM Account 62185 - CONSULTING SERVICES Totals ORTHOPOLYPHOSPHATE (PER SPEC) Account 65030 - PHOSPHATE CHEMICALS Totals Business Unit 4220 - FILTRATION Totals Account 65015 - CHEMICALS/ SALT HYDROFLUOROSILICIC ACID (PER SPEC) Account 65015 - CHEMICALS/ SALT Totals Account 65030 - PHOSPHATE CHEMICALS FY2022 LABORATORY TESTING - ROUTINE COMPLIANCE FY2022 LABORATORY TESTING - ROUTINE COMPLIANCE FY2022 LABORATORY TESTING - ROUTINE COMPLIANCE Account 62465 - OUTSIDE LABARATORY COSTS Totals Account 62465 - OUTSIDE LABARATORY COSTS FY2022 LABORATORY TESTING - ROUTINE COMPLIANCE FY2022 LABORATORY TESTING - ROUTINE COMPLIANCE FY2022 LABORATORY TESTING - ROUTINE COMPLIANCE FY2022 LABORATORY TESTING - ROUTINE COMPLIANCE Account 64015 - NATURAL GAS Totals Business Unit 4210 - PUMPING Totals Business Unit 4220 - FILTRATION Account 64005 - ELECTRICITY Totals Account 64015 - NATURAL GAS UTILITIES-NICOR JAN22 UTILITIES-NICOR JAN22 UTILITIES-MC SQUARED JAN22 UTILITIES-MC SQUARED JAN22 UTILITIES-MC SQUARED JAN22 UTILITIES-MC SQUARED JAN22 UTILITIES-MC SQUARED JAN22 Business Unit 4208 - WATER BILLING Totals Business Unit 4210 - PUMPING Account 64005 - ELECTRICITY UTILITIES-MC SQUARED JAN22 Business Unit 4208 - WATER BILLING Account 64540 - TELECOMMUNICATIONS - WIRELESS VERIZON-COMMUNICATION CHARGE JAN22 Account 64540 - TELECOMMUNICATIONS - WIRELESS Totals OFFICE SUPPLIES OFFICE SUPPLIES Account 65095 - OFFICE SUPPLIES Totals Business Unit 4200 - WATER PRODUCTION Totals Account 62315 - POSTAGE SHIPPING Account 62315 - POSTAGE Totals Account 65095 - OFFICE SUPPLIES Business Unit 4200 - WATER PRODUCTION Account 62180 - STUDIES CONTINUITY OF OPERATION PLAN Account 62180 - STUDIES Totals Invoice Description Fund 510 - WATER FUND Department 40 - PUBLIC WORKS AGENCY Run by Tera Davis on 02/23/2022 08:49:54 AM Page 17 of 22 A1.Page 110 of 589 520 SOLID WASTE FUND Vendor G/L Date Payment Date Invoice Amount 100496 - SOLID WASTE AGENCY NORTHERN COOK 03/01/2022 03/01/2022 52,784.00 100496 - SOLID WASTE AGENCY NORTHERN COOK 03/01/2022 03/01/2022 52,784.00 Invoice Transactions 2 $105,568.00 100177 - ALLEGRA PRINT & IMAGING 03/01/2022 03/01/2022 5,375.00 Invoice Transactions 1 $5,375.00 Invoice Transactions 3 $110,943.00 Invoice Transactions 3 $110,943.00 Invoice Transactions 3 $110,943.00 Department 40 - PUBLIC WORKS AGENCY Totals Fund 520 - SOLID WASTE FUND Totals Accounts Payable by G/L Distribution Report Payment Date Range 03/01/22 - 03/01/22 CITY OF EVANSTON BILLS LIST PERIOD ENDING 03.01.2022 FY22 Account 67107 - OUTREACH 2022 CITY SERVICES GUIDE Account 67107 - OUTREACH Totals Business Unit 4310 - RECYCLING AND ENVIRONMENTAL MAIN Totals Business Unit 4310 - RECYCLING AND ENVIRONMENTAL MAIN Account 62405 - SWANCC DISPOSAL FEES FY2022 SWANCC DISPOSAL FEES FY2022 SWANCC DISPOSAL FEES Account 62405 - SWANCC DISPOSAL FEES Totals Invoice Description Fund 520 - SOLID WASTE FUND Department 40 - PUBLIC WORKS AGENCY Run by Tera Davis on 02/23/2022 08:49:54 AM Page 18 of 22 A1.Page 111 of 589 600 FLEET SERVICES FUND Vendor G/L Date Payment Date Invoice Amount 101081 - CITY WELDING SALES & SERVICE INC.03/01/2022 03/01/2022 258.70 Invoice Transactions 1 $258.70 17511 - AL WARREN OIL COMPANY, INC.03/01/2022 03/01/2022 11,105.40 17511 - AL WARREN OIL COMPANY, INC.03/01/2022 03/01/2022 14,501.15 Invoice Transactions 2 $25,606.55 322967 - APC STORES, INC., DBA BUMPER TO BUMPER 03/01/2022 03/01/2022 17.64 322967 - APC STORES, INC., DBA BUMPER TO BUMPER 03/01/2022 03/01/2022 99.91 322967 - APC STORES, INC., DBA BUMPER TO BUMPER 03/01/2022 03/01/2022 99.40 322967 - APC STORES, INC., DBA BUMPER TO BUMPER 03/01/2022 03/01/2022 182.16 322967 - APC STORES, INC., DBA BUMPER TO BUMPER 03/01/2022 03/01/2022 124.40 322967 - APC STORES, INC., DBA BUMPER TO BUMPER 03/01/2022 03/01/2022 132.08 322967 - APC STORES, INC., DBA BUMPER TO BUMPER 03/01/2022 03/01/2022 124.40 322967 - APC STORES, INC., DBA BUMPER TO BUMPER 03/01/2022 03/01/2022 1.19 322967 - APC STORES, INC., DBA BUMPER TO BUMPER 03/01/2022 03/01/2022 22.18 18598 - ARLINGTON HEIGHTS FORD 03/01/2022 03/01/2022 3,033.50 18598 - ARLINGTON HEIGHTS FORD 03/01/2022 03/01/2022 68.12 18598 - ARLINGTON HEIGHTS FORD 03/01/2022 03/01/2022 141.63 18598 - ARLINGTON HEIGHTS FORD 03/01/2022 03/01/2022 56.27 18598 - ARLINGTON HEIGHTS FORD 03/01/2022 03/01/2022 10,011.69 18598 - ARLINGTON HEIGHTS FORD 03/01/2022 03/01/2022 5,657.82 106584 - BURRIS EQUIPMENT CO.03/01/2022 03/01/2022 158.88 106584 - BURRIS EQUIPMENT CO.03/01/2022 03/01/2022 358.83 106584 - BURRIS EQUIPMENT CO.03/01/2022 03/01/2022 410.36 285052 - CHICAGO PARTS & SOUND, LLC 03/01/2022 03/01/2022 1,201.50 101511 - DOUGLAS TRUCK PARTS 03/01/2022 03/01/2022 954.98 107216 - DRIVE TRAIN SERVICE & COMPONENTS INC.03/01/2022 03/01/2022 325.00 120361 - EJ EQUIPMENT 03/01/2022 03/01/2022 654.14 107308 - GENERAL TRUCK PARTS & EQT 03/01/2022 03/01/2022 1,770.64 107308 - GENERAL TRUCK PARTS & EQT 03/01/2022 03/01/2022 1,770.64 227800 - GOLF MILL FORD 03/01/2022 03/01/2022 189.16 227800 - GOLF MILL FORD 03/01/2022 03/01/2022 324.79 227800 - GOLF MILL FORD 03/01/2022 03/01/2022 8.94 227800 - GOLF MILL FORD 03/01/2022 03/01/2022 79.81 227800 - GOLF MILL FORD 03/01/2022 03/01/2022 543.82 227800 - GOLF MILL FORD 03/01/2022 03/01/2022 171.81 227800 - GOLF MILL FORD 03/01/2022 03/01/2022 14.93 227800 - GOLF MILL FORD 03/01/2022 03/01/2022 20.64 227800 - GOLF MILL FORD 03/01/2022 03/01/2022 1.82 227800 - GOLF MILL FORD 03/01/2022 03/01/2022 89.20 227800 - GOLF MILL FORD 03/01/2022 03/01/2022 562.19 122541 - GREEN FOR LIFE ENVIRONMENTAL 03/01/2022 03/01/2022 26.99 16406 - IMPERIAL SUPPLIES, LLC 03/01/2022 03/01/2022 882.56 16406 - IMPERIAL SUPPLIES, LLC 03/01/2022 03/01/2022 348.36 16406 - IMPERIAL SUPPLIES, LLC 03/01/2022 03/01/2022 249.43 102614 - INTERSTATE BATTERY OF NORTHERN CHICAGO 03/01/2022 03/01/2022 696.10 120232 - INTERSTATE POWER SYSTEMS, INC.03/01/2022 03/01/2022 1,148.31 14988 - JX PETERBILT / JX ENTERPRISES, INC.03/01/2022 03/01/2022 62.99 14988 - JX PETERBILT / JX ENTERPRISES, INC.03/01/2022 03/01/2022 101.62 14988 - JX PETERBILT / JX ENTERPRISES, INC.03/01/2022 03/01/2022 226.99 15512 - LAKESIDE INTERNATIONAL, LLC 03/01/2022 03/01/2022 541.45 102994 - LEACH ENTERPRISES, INC.03/01/2022 03/01/2022 1,140.78 105080 - MACQUEEN EQUIPMENT DBA MACQUEEN EMERGENCY GROUP 03/01/2022 03/01/2022 183.14 105080 - MACQUEEN EQUIPMENT DBA MACQUEEN EMERGENCY GROUP 03/01/2022 03/01/2022 290.28 103490 - MONROE TRUCK EQUIPMENT 03/01/2022 03/01/2022 166.12 103490 - MONROE TRUCK EQUIPMENT 03/01/2022 03/01/2022 194.84 103795 - NORTH SHORE TOWING 03/01/2022 03/01/2022 217.50 103795 - NORTH SHORE TOWING 03/01/2022 03/01/2022 85.00 103795 - NORTH SHORE TOWING 03/01/2022 03/01/2022 700.00 103795 - NORTH SHORE TOWING 03/01/2022 03/01/2022 525.00 252920 - ORLANDO AUTO TOP 03/01/2022 03/01/2022 850.00 324612 - RUSH TRUCK CENTERS OF ILLINOIS, INC 03/01/2022 03/01/2022 415.00 324612 - RUSH TRUCK CENTERS OF ILLINOIS, INC 03/01/2022 03/01/2022 329.40 245587 - SUBURBAN ACCENTS, INC.03/01/2022 03/01/2022 163.50 105104 - TERMINAL SUPPLY CO.03/01/2022 03/01/2022 84.40 324441 - THE CHEVROLET EXCHANGE 03/01/2022 03/01/2022 854.47 186754 - TRIANGLE RADIATOR 03/01/2022 03/01/2022 350.00 252904 - U-HAUL 03/01/2022 03/01/2022 267.02 105553 - WHOLESALE DIRECT INC 03/01/2022 03/01/2022 712.81 108472 - WILMETTE TRUCK & BUS SALES & SERVICE 03/01/2022 03/01/2022 284.50 Invoice Transactions 64 $41,483.03 245860 - WENTWORTH TIRE SERVICE 03/01/2022 03/01/2022 2,322.00 245860 - WENTWORTH TIRE SERVICE 03/01/2022 03/01/2022 166.50 245860 - WENTWORTH TIRE SERVICE 03/01/2022 03/01/2022 1,263.00 245860 - WENTWORTH TIRE SERVICE 03/01/2022 03/01/2022 1,161.00 245860 - WENTWORTH TIRE SERVICE 03/01/2022 03/01/2022 361.50 Invoice Transactions 5 $5,274.00 Invoice Transactions 72 $72,622.28 Invoice Transactions 72 $72,622.28 Invoice Transactions 72 $72,622.28 Business Unit 7710 - FLEET MAINTENANCE Totals Department 19 - ADMINISTRATIVE SERVICES Totals Fund 600 - FLEET SERVICES FUND Totals STOCK TIRES STOCK TIRES MOUNT AND DISMOUNT OF TIRES MULTIPLE VEHICLES Account 65065 - TIRES & TUBES Totals Account 65060 - MATER. TO MAINT. AUTOS Totals Account 65065 - TIRES & TUBES STOCK TIRES EFD TIRES FOR GREENWAYS #552 BRAKES FOR PD #43 EXHAUST FOR REM #721 FUEL FOR PARKS #453 SNOW STOCK SAFETY LANE MULTIPLE VEHICLES WINDSHIELD FOR PD #46 BODY WORK FOR FIRE 315R STOCK FOR FLEET STOCK FOR FLEET STOCK FOR FLEET STOCK FOR FLEET TOW FOR STREETS #607 TOW FOR WATER #933 TOW FOR REM #743 TOW FOR STREETS #622 AC/DRIVE SYSTEM FOR WATER #923 BRAKES FOR REM #721 LIGHTS FOR FIRE T-23 COOLING SYSTEM FOR FIRE STOCK SALT SPREADER GREENWAYS #526SS STOCK BATTERIES PM'S FOR FIRE #311 COOLING SYSTEM FOR STREETS #622 EXHAUST SYSTEM FOR STREETS #613 DASH PANEL REM #736 AXLE AND BODY WORK TO PD #9 OIL REMOVAL SHOP SUPPLIES SHOP SUPPLIES SHOP SUPPLIES STEERING FOR PD #69 EXHAUST FOR PD #63 MULTIPLE REPAIRS FOR REM #702 EXHAUST FOR REM #702 SAFETY REPAIRS FOR PD #37 STOCK FOR FLEET MULTIPLE REPAIRS FOR REM #702 MULTIPLE REPAIRS FOR REM #702 MULTIPLE REPAIRS FOR REM # 702 TUNE UP FOR PD #63 STOCK FOR FLEET DRIVE SHAFT FOR REM #702 HYDRAULIC SYSTEM FOR GREENWAYS 543B STOCK FOR FLEET STOCK FOR FLEET REPAIRS FOR FFM VEHICLE #259 COOLING SYSTEM FOR GREENWAYS #507 COOLING SYSTEM FOR GREENWAYS #507 STOCK FOR GREENWAYS STOCK FOR FLEET REPAIRS TO ENGINEERING VEHICLE #474 PM'S FOR VEHICLE 405 PM'S FOR FORESTRY #816 PM'S FOR FORESTRY #809 PARTS AND LABOR NEEDED REPAIR TO GREENWAYS #571 INV. STOCK FOR FLEET STOCK FOR FLEET STOCK FOR FLEET TIRE VALVE FOR PARKS #432 STOCK FOR FLEET Account 65060 - MATER. TO MAINT. AUTOS STOCK FOR FLEET STOCK FOR FLEET STOCK FOR FLEET STOCK FOR FLEET Account 65035 - PETROLEUM PRODUCTS PETROLEUM EXPENSES FOR CITY FLEET (3290) PETROLEUM EXPENSES FOR CITY FLEET (4296) Account 65035 - PETROLEUM PRODUCTS Totals Business Unit 7710 - FLEET MAINTENANCE Account 62245 - OTHER EQMT MAINTENANCE SERVICE CENTER PROPANE Account 62245 - OTHER EQMT MAINTENANCE Totals Invoice Description Fund 600 - FLEET SERVICES FUND Department 19 - ADMINISTRATIVE SERVICES Accounts Payable by G/L Distribution Report Payment Date Range 03/01/22 - 03/01/22 CITY OF EVANSTON BILLS LIST PERIOD ENDING 03.01.2022 FY22 Run by Tera Davis on 02/23/2022 08:49:54 AM Page 19 of 22 A1.Page 112 of 589 605 INSURANCE FUND Vendor G/L Date Payment Date Invoice Amount 18834 - ELROD FRIEDMAN LLP 03/01/2022 03/01/2022 2,968.00 18837 - HINSHAW & CULBERTSON LLP 03/01/2022 03/01/2022 9,933.00 18837 - HINSHAW & CULBERTSON LLP 03/01/2022 03/01/2022 13,118.66 270106 - ROBBINS SCHWARTZ NICHOLAS LIFTON & TAYLO 03/01/2022 03/01/2022 6,539.31 17424 - ROCK FUSCO & CONNELLY, LLC 03/01/2022 03/01/2022 73,572.46 Invoice Transactions 5 $106,131.43 Invoice Transactions 5 $106,131.43 109723 - CLARENCE BURTS 03/01/2022 03/01/2022 1,351.71 Invoice Transactions 1 $1,351.71 Invoice Transactions 1 $1,351.71 Invoice Transactions 6 $107,483.14 Invoice Transactions 6 $107,483.14 * = Prior Fiscal Year Activity Invoice Transactions 665 $1,388,498.65 Accounts Payable by G/L Distribution Report Payment Date Range 03/01/22 - 03/01/22 CITY OF EVANSTON BILLS LIST PERIOD ENDING 03.01.2022 FY22 Business Unit 7801 - EMPLOYEE BENEFITS Totals Department 99 - NON-DEPARTMENTAL Totals Fund 605 - INSURANCE FUND Totals Business Unit 7801 - EMPLOYEE BENEFITS Account 57230 - RETIREE HEALTH INSURANCE CONTRIBUTIONS REFUND-MEDICAL OVERPAYMENT Account 57230 - RETIREE HEALTH INSURANCE CONTRIBUTIONS Totals LEGAL SERVICES SANCHEZ V. THE VILLAGE OF WHEELING Account 62130 - LEGAL SERVICES-GENERAL Totals Business Unit 7800 - RISK MANAGEMENT Totals Business Unit 7800 - RISK MANAGEMENT Account 62130 - LEGAL SERVICES-GENERAL OPEN MEETINGS ACT PRESENTATION COE INVESTIGATION COE INVESTIGATION Invoice Description Fund 605 - INSURANCE FUND Department 99 - NON-DEPARTMENTAL Run by Tera Davis on 02/23/2022 08:49:54 AM Page 20 of 22 A1.Page 113 of 589 Vendor G/L Date Payment Date Invoice Amount 18833 - ANNE'S IRISH KNITS 02/17/2022 02/17/2022 3,405.00 Invoice Transactions 1 $3,405.00 Invoice Transactions 1 $3,405.00 Invoice Transactions 1 $3,405.00 149416 - AT & T 02/17/2022 02/17/2022 403.26 Invoice Transactions 1 $403.26 Invoice Transactions 1 $403.26 Invoice Transactions 1 $403.26 Invoice Transactions 2 $3,808.26 284935 - ILLINOIS SECRETARY OF STATE, VEHICLE 02/17/2022 02/17/2022 8.00 284935 - ILLINOIS SECRETARY OF STATE, VEHICLE 02/17/2022 02/17/2022 6.00 284935 - ILLINOIS SECRETARY OF STATE, VEHICLE 02/17/2022 02/17/2022 8.00 284935 - ILLINOIS SECRETARY OF STATE, VEHICLE 02/17/2022 02/17/2022 8.00 284935 - ILLINOIS SECRETARY OF STATE, VEHICLE 02/17/2022 02/17/2022 8.00 284935 - ILLINOIS SECRETARY OF STATE, VEHICLE 02/17/2022 02/17/2022 8.00 284935 - ILLINOIS SECRETARY OF STATE, VEHICLE 02/17/2022 02/17/2022 8.00 284935 - ILLINOIS SECRETARY OF STATE, VEHICLE 02/17/2022 02/17/2022 8.00 284935 - ILLINOIS SECRETARY OF STATE, VEHICLE 02/17/2022 02/17/2022 8.00 284935 - ILLINOIS SECRETARY OF STATE, VEHICLE 02/17/2022 02/17/2022 8.00 284935 - ILLINOIS SECRETARY OF STATE, VEHICLE 02/17/2022 02/17/2022 8.00 Invoice Transactions 11 $86.00 Invoice Transactions 11 $86.00 Invoice Transactions 11 $86.00 Invoice Transactions 11 $86.00 * = Prior Fiscal Year Activity Invoice Transactions 13 $3,894.26 Fund 600 - FLEET SERVICES FUND Totals CITY OF EVANSTON BILLS LIST PERIOD ENDING 03.01.2022 FY22 Account 65045 - LICENSING/REGULATORY SUPP Totals Business Unit 7710 - FLEET MAINTENANCE Totals Department 19 - ADMINISTRATIVE SERVICES Totals *PLATE REPLACEMENT - VEHICLE 206 *PLATE REPLACEMENT - VEHICLE 410 *PLATE REPLACEMENT - VEHICLE 90 *PLATE REPLACEMENT - VEHICLE 472 *PLATE REPLACEMENT - VEHICLE 636 *PLATE REPLACEMENT - VEHICLE 628 *PLATE REPLACEMENT - VEHICLE 44 *PLATE REPLACEMENT - VEHICLE 58 *PLATE REPLACEMENT - VEHICLE 771 *PLATE REPLACEMENT - VEHICLE 8 Fund 600 - FLEET SERVICES FUND Department 19 - ADMINISTRATIVE SERVICES Business Unit 7710 - FLEET MAINTENANCE Account 65045 - LICENSING/REGULATORY SUPP *PLATE REPLACEMENT - VEHICLE 923 Business Unit 2251 - 311 CENTER Totals Department 22 - POLICE Totals Fund 100 - GENERAL FUND Totals Business Unit 2251 - 311 CENTER Account 64505 - TELECOMMUNICATIONS *COMMUNICATION CHARGES- DEC 21 Account 64505 - TELECOMMUNICATIONS Totals Business Unit 5300 - ECON. DEVELOPMENT Totals Department 15 - CITY MANAGER'S OFFICE Totals Department 22 - POLICE Business Unit 5300 - ECON. DEVELOPMENT Account 62664 - ENTREPRENEURSHIP SUPPORT *MAIN AND HOWARD ST CONSTRUCTION-GRANT Account 62664 - ENTREPRENEURSHIP SUPPORT Totals Accounts Payable by G/L Distribution Report Payment Date Range 02/17/22 - 02/17/22 Invoice Description Fund 100 - GENERAL FUND Department 15 - CITY MANAGER'S OFFICE Run by Tera Davis on 02/23/2022 02:44:44 PM Page 21 of 22 A1.Page 114 of 589 ACCOUNT NUMBER SUPPLIER NAME DESCRIPTION AMOUNT INSURANCE VARIOUS VARIOUS CASUALTY LOSS 20.00 VARIOUS VARIOUS WORKERS COMP 16,517.51 VARIOUS VARIOUS WORKERS COMP 10,332.37 26,869.88 SEWER 7621.68305 IEPA LOAN DISBURSEMENT SEWER FUND 128,528.36 128,528.36 155,398.24 Grand Total 1,547,791.15 PREPARED BY DATE REVIEWED BY DATE APPROVED BY DATE CITY OF EVANSTON BILLS LIST PERIOD ENDING 03.01.2022 FY22 SUPPLEMENTAL LIST ACH AND WIRE TRANSFERS Page 22 of 22 A1.Page 115 of 589 Memorandum To: Honorable Mayor and Members of the City Council CC: Members of Administration and Public Works Committee From: Sean Ciolek, Facilities & Fleet Management Div. Manager CC: Michael Rivera, Acting Administrative Services Director Subject: Purchase of Seven (7) Vehicles for the Police Department and Two (2) Vehicle for the Parking Division Date: February 28, 2022 Recommended Action: Staff recommends City Council approval for the purchase of eight (8) 2022 Ford Hybrid Police Interceptor and one (1) 2022 Ford Transit Connect Van for a total of $326,209 from Currie Commercial Center (10125 W. Laraway, Frankfort, IL 60423). Seven (7) vehi cles will be used for the Police Department and two (2) vehicles will be used for the Administrative Services Department - Parking Division. All of the vehicles are crucial for safe, reliable and cost effective operations, and will be repurposed and rotated to less strenuous operations to maximize the use. Funding Source: Funding for the purchase will be from the 2022 Equipment Replacement Fund (Account 601.19.7780.65550) of balance unencumbered an with of budget a with $2,000,000, approximately $750,000. Council Action: For Action Summary: Facilities & Fleet Management (FFM) staff carefully weigh multiple variables to replace and repurpose vehicles accordingly. In an effort to not allow the fleet’s overall age to become imbalanced, staff focus on a steady plan of bringing in newer and less worn equipment as needed rather than hold onto older, antiquated vehicles which will absorb more time and more funds to repair and maintain over time. The current replacement strategy focuses on mileage, engine time, age, reliability, maintenance cost, and the operational environment the equipment is subjected to. All of these variables are considered when determining which vehicles should be replaced and when. A2.Page 116 of 589 All of the vehicles being replaced at this time will be repurposed and rotated to less strenuous operations to maximize their use. Staff will then determine which vehicles are surplus as a result of new vehicle replacements being placed into service or vehicles that had to be taken out of service for safety reasons with the intention of eventual replacement. Staff works hard to ensure vehicles are only sold when they are determined they are not in usable condition or when they would bring in peak revenue at auction, bringing in additional revenue for future purchases. All of the Ford Explorers and Chevy Tahoes noted below will be replaced with 2022 Ford Hybrid Interceptors. Most of the vehicles have repairs extending over the life of the vehicle. However, please note that some vehicles do not have as extens ive of a repair history, but are operating at a level that makes them perfect candidates to be repurposed to another department. Police personnel require vehicles that may idle for longer periods of time, have less time out of service for repairs that may arise, and reliability for immediate use operations. In addition, as the City continues with implementation of the City’s Climate Action Resilience Plan, all proposed vehicles will be replaced with Hybrid powered vehicles, reducing the CO emissions especia lly while idling. Existing vehicle #13 is a 2015 Ford Explorer used by the Evanston Police Department. The vehicle was purchased in 2015 for $27,052. The vehicle has had 140 repairs with costs totaling approximately $46,000, inclusive of maintenance and in-house/outside vendor repairs. Vehicle 13 will be replaced with a 2022 Hybrid Interceptor for $37,253. Existing vehicle #14 is a 2017 Ford Explorer used by the Evanston Police Department. The vehicle was purchased in 2017 for $26,474. The vehicle has had 79 repairs with costs totaling approximately $45,000, inclusive of maintenance and in-house/outside vendor repairs. Vehicle 14 will be replaced with a 2022 Hybrid Interceptor for $36,995. Existing vehicle #40 is a 2017 Ford Explorer used by the Evans ton Police Department. The vehicle was purchased in 2017 for $27,654. The vehicle has had 70 repairs with costs totaling approximately $43,000, inclusive of maintenance and in-house/outside vendor repairs. Vehicle 40 will be replaced with a 2022 Hybrid Interceptor for $37,148. Existing vehicle #43 is a 2018 Chevrolet Tahoe used by the Evanston Police Department. The vehicle was purchased in 2018 for $38,895. The vehicle has had 61 repairs with costs totaling approximately $43,000, inclusive of maintenance and in-house/outside vendor repairs. Vehicle 43 will be replaced with a 2022 Hybrid Interceptor for $37,148. Existing vehicle #64 is a 2013 Ford Explorer used by the Evanston Police Department. The vehicle was purchased in 2013 for $26,967. The vehicle has had 34 repairs with costs totaling approximately $19,000, inclusive of maintenance and in-house/outside vendor repairs. Vehicle 64 will be replaced with a 2022 Hybrid Interceptor for $37,823. Existing vehicle #74 is a 2015 Ford Explorer used by the Evanston Police Department. The vehicle was purchased in 2017 for $25,052. The vehicle has had 45 repairs with costs totaling approximately $27,000, inclusive of maintenance and in-house/outside vendor repairs. Vehicle 74 will be replaced with a 2022 Hybrid Interceptor for $37,376. Page 2 of 72 A2.Page 117 of 589 Existing vehicle #83 is a 2016 Ford Explorer used by the Evanston Police Department. The vehicle was purchased in 2016 for $27,260. The vehicle has had 46 repairs with co sts totaling approximately $22,977, inclusive of maintenance and in-house/outside vendor repairs. Vehicle 83 will be replaced with a 2022 Hybrid Interceptor for $37,624. Existing vehicle #135 is a 2014 Ford Explorer used by the Evanston Police Department . The vehicle was purchased in 2014 for $27,390. The vehicle has had 47 repairs with costs totaling approximately $25,000, inclusive of maintenance and in-house/outside vendor repairs. Vehicle 135 will be replaced with a 2022 Hybrid Interceptor for $37,700. The final vehicle #133 is a 2009 Ford E150 used by the Administrative Services Department - Parking Division. The vehicle was purchased in 2008 for $16,296. The vehicle has had 59 repairs maintenaof inclusive approximately totaling costs with $24,000, and nce in- house/outside vendor repairs. These repairs are extending over the life of the vehicle. Vehicle 133 will be replaced with a 2022 Ford Transit Connect Van for $27,142. Currie Motors is the Northwest Municipal Conference - Suburban Purchasing Cooperative (SPC) bid winner for the Ford Interceptor and Ford Transit Van. The vendor has been a responsive and responsible bid winner for many years and as such, have provided effi cient turn-around to ordering and timely delivery needs. There are no Evanston -based businesses that can provide these types of vehicles. Attachments: CURRENT VEHICLE PHOTOS Quote - Vehicle 13 Quote - Vehicle 14 Quote - Vehicle 40 and 43 Quote - Vehicle 64 Quote - Vehicle 74 Quote - Vehicle 83 Quote - Vehicle 135 Quote - Vehicle 133 Page 3 of 72 A2.Page 118 of 589 CURRENT VEHICLE PHOTOS Vehicle 13 Vehicle 14 Vehicle 40 Page 4 of 72 A2.Page 119 of 589 Vehicle 43 Vehicle 64 Page 5 of 72 A2.Page 120 of 589 Vehicle 74 Vehicle 83 Page 6 of 72 A2.Page 121 of 589 Vehicle 133 Vehicle 135 Page 7 of 72 A2.Page 122 of 589 Page 8 of 72 A2.Page 123 of 589 Prepared for: , CITY OF EVANSTON 2022 Police Interceptor Utility AWD Base (K8A) Price Level: 220 Client Proposal Prepared by: THOMAS SULLIVAN Office: 815-464-9200 Quote ID: ev13 Date: 02/04/2022 Currie Commercial Center | 10125 W. Laraway, Frankfort, Illinois, 60423 Office: 815-464-9200 1Page 9 of 72 A2.Page 124 of 589 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availabilityor pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information.Prepared for:CITY OF EVANSTONPrepared by: THOMAS SULLIVAN02/04/2022Currie Commercial Center | 10125 W. Laraway Frankfort Illinois | 604232022 Police Interceptor Utility AWD Base (K8A)Price Level: 220 | Quote ID: ev13Major Equipment(Based on selected options, shown at right)3.3L V-6 DOHC w/port/direct injection 285hpExterior: Blue Metallic10 speed automatic w/ODInterior: Charcoal Black w/Unique HD ClothFront Bucket Seats w/Cloth Rear*4-wheel ABS*Brake assistance*Traction control* P 255/60R18 BSW AS W-rated tires*Advance Trac w/Roll Stability Control*Automatic air conditioning*Dual zone electronic automatic temperaturecontrol*Tinted glass* AM/FM stereo with seek-scan, externalmemory control*LED brakelights*Rear child safety locks*Dual power remote heated mirrors* Variable intermittent speed-sensitive wiperswipers*18 x 8 steel wheels*Dual front airbags*Driver and front passenger seat mounted sideairbags*Airbag occupancy sensor*Rear window defroster*Tachometer*Message Center*Underseat ducts*Reclining front bucket seats*35-30-35 folding rear split-bench*Audio control on steering wheel*Class III hitchFuel EconomyCityN/AHwyN/AAs Configured VehicleMSRPSTANDARD VEHICLE PRICE$41,110.00Order Code 500AN/CEngine: 3.3L V6 Direct-Injection Hybrid SystemIncludedTransmission: 10-Speed AutomaticIncluded3.73 Axle RatioIncludedGVWR: 6,840 lbs (3,103 kgs)IncludedTires: 255/60R18 AS BSWIncludedWheels: 18" x 8" 5-Spoke Painted Black SteelIncludedMonotone Paint ApplicationSTD119" WheelbaseSTDRadio: AM/FM/MP3 CapableIncluded50 State Emission SystemSTDBlue MetallicN/CCharcoal Black w/Unique HD Cloth Front Bucket Seatsw/Cloth RearN/CUnique HD Cloth Front Bucket Seats w/Cloth Rear$60.00Dark Car Feature$25.00Switchable Red/White Lighting in Cargo Area$50.00Dual (Driver & Passenger) LED Spot Lamps (Unity)$620.002Page 10 of 72 A2.Page 125 of 589 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availabilityor pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information.Prepared for:CITY OF EVANSTONPrepared by: THOMAS SULLIVAN02/04/2022Currie Commercial Center | 10125 W. Laraway Frankfort Illinois | 604232022 Police Interceptor Utility AWD Base (K8A)Price Level: 220 | Quote ID: ev13As Configured VehicleMSRPGrille LED Lights, Siren & Speaker Pre-Wiring$50.00Rear View CameraN/CElectrochromic Rear View MirrorIncluded8-Way Power Passenger Seat$325.00Heated Sideview Mirrors$60.00Reverse Sensing System$275.00Police Engine Idle Feature$260.00Keyed Alike - 0576x$50.00Tail Lamp/Police Interceptor Housing Only$60.00SUBTOTAL$42,945.00Destination Charge $1,245.00TOTAL$44,190.003Page 11 of 72 A2.Page 126 of 589 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availability or pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information. Prepared for: CITY OF EVANSTON Prepared by: THOMAS SULLIVAN 02/04/2022 Currie Commercial Center | 10125 W. Laraway Frankfort Illinois | 60423 2022 Police Interceptor Utility AWD Base (K8A) Price Level: 220 | Quote ID: ev13 As Configured Vehicle Code Description MSRP Base Vehicle K8A Base Vehicle Price (K8A)$41,110.00 Packages 500A Order Code 500A N/C Includes: - Engine: 3.3L V6 Direct-Injection Hybrid System (136-MPH top speed). - Transmission: 10-Speed Automatic - 3.73 Axle Ratio - GVWR: 6,840 lbs (3,103 kgs) - Tires: 255/60R18 AS BSW - Wheels: 18" x 8" 5-Spoke Painted Black Steel Includes polished stainless steel hub cover and center caps. - Radio: AM/FM/MP3 Capable Includes clock, 4-speakers, Bluetooth interface with hands-free voice command support (compatible with most Bluetooth connected mobile devices), 1 USB port and 4.2" color LCD screen center stack smart display. Powertrain 99W Engine: 3.3L V6 Direct-Injection Hybrid System Included (136-MPH top speed). 44B Transmission: 10-Speed Automatic Included STDAX 3.73 Axle Ratio Included STDGV GVWR: 6,840 lbs (3,103 kgs)Included Wheels & Tires STDTR Tires: 255/60R18 AS BSW Included STDWL Wheels: 18" x 8" 5-Spoke Painted Black Steel Included Includes polished stainless steel hub cover and center caps. Seats & Seat Trim F Unique HD Cloth Front Bucket Seats w/Cloth Rear $60.00 Includes driver 6-way power track (fore/aft. up/down, tilt with manual recline, 2-way manual lumbar) and passenger 2-way manual track (fore/aft. with manual recline). 87P 8-Way Power Passenger Seat $325.00 Includes 2-way power recline and lumbar. 4Page 12 of 72 A2.Page 127 of 589 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availability or pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information. Prepared for: CITY OF EVANSTON Prepared by: THOMAS SULLIVAN 02/04/2022 Currie Commercial Center | 10125 W. Laraway Frankfort Illinois | 60423 2022 Police Interceptor Utility AWD Base (K8A) Price Level: 220 | Quote ID: ev13 As Configured Vehicle (cont'd) Code Description MSRP Other Options PAINT Monotone Paint Application STD 119WB 119" Wheelbase STD STDRD Radio: AM/FM/MP3 Capable Included Includes clock, 4-speakers, Bluetooth interface with hands-free voice command support (compatible with most Bluetooth connected mobile devices), 1 USB port and 4.2" color LCD screen center stack smart display. 86T Tail Lamp/Police Interceptor Housing Only $60.00 Pre-existing holes with standard twist lock sealed capability (does not include LED strobe) (eliminates need to drill housing assemblies). 43D Dark Car Feature $25.00 Courtesy lamps disabled when any door is opened. 17T Switchable Red/White Lighting in Cargo Area $50.00 Deletes 3rd row overhead map light. 60A Grille LED Lights, Siren & Speaker Pre-Wiring $50.00 51S Dual (Driver & Passenger) LED Spot Lamps (Unity) $620.00 87R Rear View Camera N/C Not recommended with option (47E) 12.1" integrated computer screen. Displayed in rear view mirror. Note: This option replaces the standard display in the center stack area. Note: Camera can only be displayed in the center stack (std) or the rear view mirror (87R). Includes: - Electrochromic Rear View Mirror Video is displayed in rear view mirror. 59F Keyed Alike - 0576x $50.00 549 Heated Sideview Mirrors $60.00 47A Police Engine Idle Feature $260.00 This feature allows you to leave the engine running and prevents your vehicle from unauthorized use when outside of your vehicle. Allows the key to be removed from ignition while vehicle remains idling. 76R Reverse Sensing System $275.00 Emissions 5Page 13 of 72 A2.Page 128 of 589 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availability or pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information. Prepared for: CITY OF EVANSTON Prepared by: THOMAS SULLIVAN 02/04/2022 Currie Commercial Center | 10125 W. Laraway Frankfort Illinois | 60423 2022 Police Interceptor Utility AWD Base (K8A) Price Level: 220 | Quote ID: ev13 As Configured Vehicle (cont'd) Code Description MSRP 425 50 State Emission System STD Flexible Fuel Vehicle (FFV) system is standard equipment for vehicles equipped with the 3.3L V6 Direct-Injection engine. Interior Color F6_01 Charcoal Black w/Unique HD Cloth Front Bucket Seats w/Cloth Rear N/C Exterior Color FT_01 Blue Metallic N/C Upfit Options D-001 Delivery $185.00 P-01 Municpal Plates/Title-Shipped $203.00 Title and Plates SUBTOTAL $43,333.00 Destination Charge $1,245.00 TOTAL $44,578.00 6Page 14 of 72 A2.Page 129 of 589 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availability or pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information. Prepared for: CITY OF EVANSTON Prepared by: THOMAS SULLIVAN 02/04/2022 Currie Commercial Center | 10125 W. Laraway Frankfort Illinois | 60423 2022 Police Interceptor Utility AWD Base (K8A) Price Level: 220 | Quote ID: ev13 Warranty Standard Warranty Basic Distance36,000 miles Months36 months Powertrain Distance100,000 miles Months60 months Corrosion Perforation DistanceUnlimited miles Months60 months Roadside Assistance Distance60,000 miles Months60 months Hybrid Electrical Components Distance100,000 miles Months96 months 7Page 15 of 72 A2.Page 130 of 589 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availability or pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information. Prepared for: CITY OF EVANSTON Prepared by: THOMAS SULLIVAN 02/04/2022 Currie Commercial Center | 10125 W. Laraway Frankfort Illinois | 60423 2022 Police Interceptor Utility AWD Base (K8A) Price Level: 220 | Quote ID: ev13 Pricing Summary - Single Vehicle MSRP Vehicle Pricing Base Vehicle Price $41,110.00 Options $1,835.00 Colors $0.00 Upfitting $388.00 Fleet Discount $0.00 Fuel Charge $0.00 Destination Charge $1,245.00 Subtotal $44,578.00 Discount Adjustments Discount Adjustments -$7,325.00 Total $37,253.00 Customer Signature Acceptance Date 8Page 16 of 72 A2.Page 131 of 589 Prepared for: , CITY OF EVANSTON 2022 Police Interceptor Utility AWD Base (K8A) Price Level: 220 Client Proposal Prepared by: THOMAS SULLIVAN Office: 815-464-9200 Quote ID: ev14 Date: 02/04/2022 Currie Commercial Center | 10125 W. Laraway, Frankfort, Illinois, 60423 Office: 815-464-9200 1Page 17 of 72 A2.Page 132 of 589 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availabilityor pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information.Prepared for:CITY OF EVANSTONPrepared by: THOMAS SULLIVAN02/04/2022Currie Commercial Center | 10125 W. Laraway Frankfort Illinois | 604232022 Police Interceptor Utility AWD Base (K8A)Price Level: 220 | Quote ID: ev14Major Equipment(Based on selected options, shown at right)3.3L V-6 DOHC w/port/direct injection 285hpExterior: Silver Gray Metallic10 speed automatic w/ODInterior: Charcoal Black w/Unique HD ClothFront Bucket Seats w/Cloth Rear*4-wheel ABS*Brake assistance*Traction control* P 255/60R18 BSW AS W-rated tires*Advance Trac w/Roll Stability Control*Automatic air conditioning*Dual zone electronic automatic temperaturecontrol*Tinted glass* AM/FM stereo with seek-scan, externalmemory control*LED brakelights*Rear child safety locks*Dual power remote heated mirrors* Variable intermittent speed-sensitive wiperswipers*18 x 8 steel wheels*Dual front airbags*Driver and front passenger seat mounted sideairbags*Airbag occupancy sensor*Rear window defroster*Tachometer*Message Center*Underseat ducts*Reclining front bucket seats*35-30-35 folding rear split-bench*Audio control on steering wheel*Class III hitchFuel EconomyCityN/AHwyN/AAs Configured VehicleMSRPSTANDARD VEHICLE PRICE$41,110.00Order Code 500AN/CEngine: 3.3L V6 Direct-Injection Hybrid SystemIncludedTransmission: 10-Speed AutomaticIncluded3.73 Axle RatioIncludedGVWR: 6,840 lbs (3,103 kgs)IncludedTires: 255/60R18 AS BSWIncludedWheels: 18" x 8" 5-Spoke Painted Black SteelIncludedMonotone Paint ApplicationSTD119" WheelbaseSTDRadio: AM/FM/MP3 CapableIncluded50 State Emission SystemSTDSilver Gray MetallicN/CCharcoal Black w/Unique HD Cloth Front Bucket Seatsw/Cloth RearN/CUnique HD Cloth Front Bucket Seats w/Cloth Rear$60.00Dark Car Feature$25.00Driver Only LED Spot Lamp (Unity)$395.00Grille LED Lights, Siren & Speaker Pre-Wiring$50.002Page 18 of 72 A2.Page 133 of 589 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availabilityor pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information.Prepared for:CITY OF EVANSTONPrepared by: THOMAS SULLIVAN02/04/2022Currie Commercial Center | 10125 W. Laraway Frankfort Illinois | 604232022 Police Interceptor Utility AWD Base (K8A)Price Level: 220 | Quote ID: ev14As Configured VehicleMSRPRear View CameraN/CElectrochromic Rear View MirrorIncludedSwitchable Red/White Lighting in Cargo Area$50.008-Way Power Passenger Seat$325.00Heated Sideview Mirrors$60.00Reverse Sensing System$275.00Police Engine Idle Feature$260.00Keyed Alike - 0576x$50.00Tail Lamp/Police Interceptor Housing Only$60.00SUBTOTAL$42,720.00Destination Charge $1,245.00TOTAL$43,965.003Page 19 of 72 A2.Page 134 of 589 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availability or pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information. Prepared for: CITY OF EVANSTON Prepared by: THOMAS SULLIVAN 02/04/2022 Currie Commercial Center | 10125 W. Laraway Frankfort Illinois | 60423 2022 Police Interceptor Utility AWD Base (K8A) Price Level: 220 | Quote ID: ev14 As Configured Vehicle Code Description MSRP Base Vehicle K8A Base Vehicle Price (K8A)$41,110.00 Packages 500A Order Code 500A N/C Includes: - Engine: 3.3L V6 Direct-Injection Hybrid System (136-MPH top speed). - Transmission: 10-Speed Automatic - 3.73 Axle Ratio - GVWR: 6,840 lbs (3,103 kgs) - Tires: 255/60R18 AS BSW - Wheels: 18" x 8" 5-Spoke Painted Black Steel Includes polished stainless steel hub cover and center caps. - Radio: AM/FM/MP3 Capable Includes clock, 4-speakers, Bluetooth interface with hands-free voice command support (compatible with most Bluetooth connected mobile devices), 1 USB port and 4.2" color LCD screen center stack smart display. Powertrain 99W Engine: 3.3L V6 Direct-Injection Hybrid System Included (136-MPH top speed). 44B Transmission: 10-Speed Automatic Included STDAX 3.73 Axle Ratio Included STDGV GVWR: 6,840 lbs (3,103 kgs)Included Wheels & Tires STDTR Tires: 255/60R18 AS BSW Included STDWL Wheels: 18" x 8" 5-Spoke Painted Black Steel Included Includes polished stainless steel hub cover and center caps. Seats & Seat Trim F Unique HD Cloth Front Bucket Seats w/Cloth Rear $60.00 Includes driver 6-way power track (fore/aft. up/down, tilt with manual recline, 2-way manual lumbar) and passenger 2-way manual track (fore/aft. with manual recline). 87P 8-Way Power Passenger Seat $325.00 Includes 2-way power recline and lumbar. 4Page 20 of 72 A2.Page 135 of 589 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availability or pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information. Prepared for: CITY OF EVANSTON Prepared by: THOMAS SULLIVAN 02/04/2022 Currie Commercial Center | 10125 W. Laraway Frankfort Illinois | 60423 2022 Police Interceptor Utility AWD Base (K8A) Price Level: 220 | Quote ID: ev14 As Configured Vehicle (cont'd) Code Description MSRP Other Options PAINT Monotone Paint Application STD 119WB 119" Wheelbase STD STDRD Radio: AM/FM/MP3 Capable Included Includes clock, 4-speakers, Bluetooth interface with hands-free voice command support (compatible with most Bluetooth connected mobile devices), 1 USB port and 4.2" color LCD screen center stack smart display. 86T Tail Lamp/Police Interceptor Housing Only $60.00 Pre-existing holes with standard twist lock sealed capability (does not include LED strobe) (eliminates need to drill housing assemblies). 43D Dark Car Feature $25.00 Courtesy lamps disabled when any door is opened. 17T Switchable Red/White Lighting in Cargo Area $50.00 Deletes 3rd row overhead map light. 60A Grille LED Lights, Siren & Speaker Pre-Wiring $50.00 51R Driver Only LED Spot Lamp (Unity)$395.00 87R Rear View Camera N/C Not recommended with option (47E) 12.1" integrated computer screen. Displayed in rear view mirror. Note: This option replaces the standard display in the center stack area. Note: Camera can only be displayed in the center stack (std) or the rear view mirror (87R). Includes: - Electrochromic Rear View Mirror Video is displayed in rear view mirror. 59F Keyed Alike - 0576x $50.00 549 Heated Sideview Mirrors $60.00 47A Police Engine Idle Feature $260.00 This feature allows you to leave the engine running and prevents your vehicle from unauthorized use when outside of your vehicle. Allows the key to be removed from ignition while vehicle remains idling. 76R Reverse Sensing System $275.00 Emissions 5Page 21 of 72 A2.Page 136 of 589 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availability or pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information. Prepared for: CITY OF EVANSTON Prepared by: THOMAS SULLIVAN 02/04/2022 Currie Commercial Center | 10125 W. Laraway Frankfort Illinois | 60423 2022 Police Interceptor Utility AWD Base (K8A) Price Level: 220 | Quote ID: ev14 As Configured Vehicle (cont'd) Code Description MSRP 425 50 State Emission System STD Flexible Fuel Vehicle (FFV) system is standard equipment for vehicles equipped with the 3.3L V6 Direct-Injection engine. Interior Color F6_01 Charcoal Black w/Unique HD Cloth Front Bucket Seats w/Cloth Rear N/C Exterior Color TN_02 Silver Gray Metallic N/C Upfit Options D-001 Delivery $185.00 P-01 Municpal Plates/Title-Shipped $203.00 Title and Plates SUBTOTAL $43,108.00 Destination Charge $1,245.00 TOTAL $44,353.00 6Page 22 of 72 A2.Page 137 of 589 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availability or pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information. Prepared for: CITY OF EVANSTON Prepared by: THOMAS SULLIVAN 02/04/2022 Currie Commercial Center | 10125 W. Laraway Frankfort Illinois | 60423 2022 Police Interceptor Utility AWD Base (K8A) Price Level: 220 | Quote ID: ev14 Warranty Standard Warranty Basic Distance36,000 miles Months36 months Powertrain Distance100,000 miles Months60 months Corrosion Perforation DistanceUnlimited miles Months60 months Roadside Assistance Distance60,000 miles Months60 months Hybrid Electrical Components Distance100,000 miles Months96 months 7Page 23 of 72 A2.Page 138 of 589 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availability or pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information. Prepared for: CITY OF EVANSTON Prepared by: THOMAS SULLIVAN 02/04/2022 Currie Commercial Center | 10125 W. Laraway Frankfort Illinois | 60423 2022 Police Interceptor Utility AWD Base (K8A) Price Level: 220 | Quote ID: ev14 Pricing Summary - Single Vehicle MSRP Vehicle Pricing Base Vehicle Price $41,110.00 Options $1,610.00 Colors $0.00 Upfitting $388.00 Fleet Discount $0.00 Fuel Charge $0.00 Destination Charge $1,245.00 Subtotal $44,353.00 Discount Adjustments Discount Adjustments -$7,358.00 Total $36,995.00 Customer Signature Acceptance Date 8Page 24 of 72 A2.Page 139 of 589 Prepared for: , CITY OF EVANSTON 2022 Police Interceptor Utility AWD Base (K8A) Price Level: 220 Client Proposal Prepared by: THOMAS SULLIVAN Office: 815-464-9200 Date: 02/03/2022 Currie Commercial Center | 10125 W. Laraway, Frankfort, Illinois, 60423 Office: 815-464-9200 1Page 25 of 72 A2.Page 140 of 589 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availabilityor pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information.Prepared for:CITY OF EVANSTONPrepared by: THOMAS SULLIVAN02/03/2022Currie Commercial Center | 10125 W. Laraway Frankfort Illinois | 604232022 Police Interceptor Utility AWD Base (K8A)Price Level: 220Major Equipment(Based on selected options, shown at right)3.3L V-6 DOHC w/port/direct injection 285hpExterior: Oxford White10 speed automatic w/ODInterior: Charcoal Black w/Unique HD ClothFront Bucket Seats w/Vinyl Rear*4-wheel ABS*Brake assistance*Traction control* P 255/60R18 BSW AS W-rated tires*Advance Trac w/Roll Stability Control*Automatic air conditioning*Dual zone electronic automatic temperaturecontrol*Tinted glass* AM/FM stereo with seek-scan, externalmemory control*LED brakelights*Rear child safety locks*Dual power remote heated mirrors* Variable intermittent speed-sensitive wiperswipers*18 x 8 steel wheels*Dual front airbags*Driver and front passenger seat mounted sideairbags*Airbag occupancy sensor*Rear window defroster*Tachometer*Message Center*Underseat ducts*Reclining front bucket seats*35-30-35 folding rear split-bench*Audio control on steering wheel*Class III hitchFuel EconomyCityN/AHwyN/AAs Configured VehicleMSRPSTANDARD VEHICLE PRICE$41,110.00Order Code 500AN/CEngine: 3.3L V6 Direct-Injection Hybrid SystemIncludedTransmission: 10-Speed AutomaticIncluded3.73 Axle RatioIncludedGVWR: 6,840 lbs (3,103 kgs)IncludedTires: 255/60R18 AS BSWIncludedWheels: 18" x 8" 5-Spoke Painted Black SteelIncludedUnique HD Cloth Front Bucket Seats w/Vinyl RearIncludedMonotone Paint ApplicationSTD119" WheelbaseSTDRadio: AM/FM/MP3 CapableIncluded50 State Emission SystemSTDOxford WhiteN/CCharcoal Black w/Unique HD Cloth Front Bucket Seatsw/Vinyl RearN/CDark Car Feature$25.00Switchable Red/White Lighting in Cargo Area$50.00Dual (Driver & Passenger) LED Spot Lamps (Unity)$620.002Page 26 of 72 A2.Page 141 of 589 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availabilityor pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information.Prepared for:CITY OF EVANSTONPrepared by: THOMAS SULLIVAN02/03/2022Currie Commercial Center | 10125 W. Laraway Frankfort Illinois | 604232022 Police Interceptor Utility AWD Base (K8A)Price Level: 220As Configured VehicleMSRPGrille LED Lights, Siren & Speaker Pre-Wiring$50.00Rear View CameraN/CElectrochromic Rear View MirrorIncluded8-Way Power Passenger Seat$325.00Heated Sideview Mirrors$60.00Reverse Sensing System$275.00Police Engine Idle Feature$260.00Keyed Alike - 0576x$50.00Tail Lamp/Police Interceptor Housing Only$60.00SUBTOTAL$42,885.00Destination Charge $1,245.00TOTAL$44,130.003Page 27 of 72 A2.Page 142 of 589 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availability or pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information. Prepared for: CITY OF EVANSTON Prepared by: THOMAS SULLIVAN 02/03/2022 Currie Commercial Center | 10125 W. Laraway Frankfort Illinois | 60423 2022 Police Interceptor Utility AWD Base (K8A) Price Level: 220 As Configured Vehicle Code Description MSRP Base Vehicle K8A Base Vehicle Price (K8A)$41,110.00 Packages 500A Order Code 500A N/C Includes: - Engine: 3.3L V6 Direct-Injection Hybrid System (136-MPH top speed). - Transmission: 10-Speed Automatic - 3.73 Axle Ratio - GVWR: 6,840 lbs (3,103 kgs) - Tires: 255/60R18 AS BSW - Wheels: 18" x 8" 5-Spoke Painted Black Steel Includes polished stainless steel hub cover and center caps. - Unique HD Cloth Front Bucket Seats w/Vinyl Rear Includes reduced bolsters, driver 6-way power track (fore/aft. up/down, tilt with manual recline, 2- way manual lumbar), passenger 2-way manual track (fore/aft. with manual recline) and built-in steel intrusion plates in both driver/passenger seatbacks. - Radio: AM/FM/MP3 Capable Includes clock, 4-speakers, Bluetooth interface with hands-free voice command support (compatible with most Bluetooth connected mobile devices), 1 USB port and 4.2" color LCD screen center stack smart display. Powertrain 99W Engine: 3.3L V6 Direct-Injection Hybrid System Included (136-MPH top speed). 44B Transmission: 10-Speed Automatic Included STDAX 3.73 Axle Ratio Included STDGV GVWR: 6,840 lbs (3,103 kgs)Included Wheels & Tires STDTR Tires: 255/60R18 AS BSW Included STDWL Wheels: 18" x 8" 5-Spoke Painted Black Steel Included Includes polished stainless steel hub cover and center caps. Seats & Seat Trim 9 Unique HD Cloth Front Bucket Seats w/Vinyl Rear Included 4Page 28 of 72 A2.Page 143 of 589 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availability or pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information. Prepared for: CITY OF EVANSTON Prepared by: THOMAS SULLIVAN 02/03/2022 Currie Commercial Center | 10125 W. Laraway Frankfort Illinois | 60423 2022 Police Interceptor Utility AWD Base (K8A) Price Level: 220 As Configured Vehicle (cont'd) Code Description MSRP Includes reduced bolsters, driver 6-way power track (fore/aft. up/down, tilt with manual recline, 2- way manual lumbar), passenger 2-way manual track (fore/aft. with manual recline) and built-in steel intrusion plates in both driver/passenger seatbacks. 87P 8-Way Power Passenger Seat $325.00 Includes 2-way power recline and lumbar. Other Options PAINT Monotone Paint Application STD 119WB 119" Wheelbase STD STDRD Radio: AM/FM/MP3 Capable Included Includes clock, 4-speakers, Bluetooth interface with hands-free voice command support (compatible with most Bluetooth connected mobile devices), 1 USB port and 4.2" color LCD screen center stack smart display. 86T Tail Lamp/Police Interceptor Housing Only $60.00 Pre-existing holes with standard twist lock sealed capability (does not include LED strobe) (eliminates need to drill housing assemblies). 43D Dark Car Feature $25.00 Courtesy lamps disabled when any door is opened. 17T Switchable Red/White Lighting in Cargo Area $50.00 Deletes 3rd row overhead map light. 60A Grille LED Lights, Siren & Speaker Pre-Wiring $50.00 51S Dual (Driver & Passenger) LED Spot Lamps (Unity) $620.00 87R Rear View Camera N/C Not recommended with option (47E) 12.1" integrated computer screen. Displayed in rear view mirror. Note: This option replaces the standard display in the center stack area. Note: Camera can only be displayed in the center stack (std) or the rear view mirror (87R). Includes: - Electrochromic Rear View Mirror Video is displayed in rear view mirror. 59F Keyed Alike - 0576x $50.00 549 Heated Sideview Mirrors $60.00 47A Police Engine Idle Feature $260.00 5Page 29 of 72 A2.Page 144 of 589 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availability or pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information. Prepared for: CITY OF EVANSTON Prepared by: THOMAS SULLIVAN 02/03/2022 Currie Commercial Center | 10125 W. Laraway Frankfort Illinois | 60423 2022 Police Interceptor Utility AWD Base (K8A) Price Level: 220 As Configured Vehicle (cont'd) Code Description MSRP This feature allows you to leave the engine running and prevents your vehicle from unauthorized use when outside of your vehicle. Allows the key to be removed from ignition while vehicle remains idling. 76R Reverse Sensing System $275.00 Emissions 425 50 State Emission System STD Flexible Fuel Vehicle (FFV) system is standard equipment for vehicles equipped with the 3.3L V6 Direct-Injection engine. Interior Color 96_01 Charcoal Black w/Unique HD Cloth Front Bucket Seats w/Vinyl Rear N/C Exterior Color YZ_01 Oxford White N/C Upfit Options D-001 Delivery $185.00 P-01 Municpal Plates/Title-Shipped $203.00 Title and Plates SUBTOTAL $43,273.00 Destination Charge $1,245.00 TOTAL $44,518.00 6Page 30 of 72 A2.Page 145 of 589 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availability or pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information. Prepared for: CITY OF EVANSTON Prepared by: THOMAS SULLIVAN 02/03/2022 Currie Commercial Center | 10125 W. Laraway Frankfort Illinois | 60423 2022 Police Interceptor Utility AWD Base (K8A) Price Level: 220 Warranty Standard Warranty Basic Distance36,000 miles Months36 months Powertrain Distance100,000 miles Months60 months Corrosion Perforation DistanceUnlimited miles Months60 months Roadside Assistance Distance60,000 miles Months60 months Hybrid Electrical Components Distance100,000 miles Months96 months 7Page 31 of 72 A2.Page 146 of 589 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availability or pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information. Prepared for: CITY OF EVANSTON Prepared by: THOMAS SULLIVAN 02/03/2022 Currie Commercial Center | 10125 W. Laraway Frankfort Illinois | 60423 2022 Police Interceptor Utility AWD Base (K8A) Price Level: 220 Pricing Summary - Single Vehicle MSRP Vehicle Pricing Base Vehicle Price $41,110.00 Options $1,775.00 Colors $0.00 Upfitting $388.00 Fleet Discount $0.00 Fuel Charge $0.00 Destination Charge $1,245.00 Subtotal $44,518.00 Discount Adjustments Discount Adjustments -$7,370.00 Total $37,148.00 Customer Signature Acceptance Date 8Page 32 of 72 A2.Page 147 of 589 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availability or pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information. Prepared for: CITY OF EVANSTON Prepared by: THOMAS SULLIVAN 02/03/2022 Currie Commercial Center | 10125 W. Laraway Frankfort Illinois | 60423 2022 Police Interceptor Utility AWD Base (K8A) Price Level: 220 Pricing Summary - Multiple Vehicles MSRP Vehicle Pricing Base Vehicle Price $82,220.00 Options $3,550.00 Colors $0.00 Upfitting $776.00 Fleet Discount $0.00 Fuel Charge $0.00 Destination Charge $2,490.00 Subtotal $89,036.00 Discount Adjustments Discount Adjustments -$14,740.00 Total $74,296.00 Customer Signature Acceptance Date 9Page 33 of 72 A2.Page 148 of 589 Prepared for: , CITY OF EVANSTON 2022 Police Interceptor Utility AWD Base (K8A) Price Level: 220 Client Proposal Prepared by: THOMAS SULLIVAN Office: 815-464-9200 Quote ID: ev64 Date: 02/04/2022 Currie Commercial Center | 10125 W. Laraway, Frankfort, Illinois, 60423 Office: 815-464-9200 1Page 34 of 72 A2.Page 149 of 589 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availabilityor pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information.Prepared for:CITY OF EVANSTONPrepared by: THOMAS SULLIVAN02/04/2022Currie Commercial Center | 10125 W. Laraway Frankfort Illinois | 604232022 Police Interceptor Utility AWD Base (K8A)Price Level: 220 | Quote ID: ev64Major Equipment(Based on selected options, shown at right)3.3L V-6 DOHC w/port/direct injection 285hpExterior: Iconic Silver Metallic10 speed automatic w/ODInterior: Charcoal Black w/Unique HD ClothFront Bucket Seats w/Cloth Rear*4-wheel ABS*Brake assistance*Traction control* P 255/60R18 BSW AS W-rated tires*Advance Trac w/Roll Stability Control*Automatic air conditioning*Dual zone electronic automatic temperaturecontrol*Tinted glass* AM/FM stereo with seek-scan, auxiliary audioinput, external memory control*Streaming audio*LED brakelights*Rear child safety locks*Dual power remote heated mirrors* Variable intermittent speed-sensitive wiperswipers*18 x 8 aluminum wheels*Dual front airbags*Driver and front passenger seat mounted sideairbags*Airbag occupancy sensor*Rear window defroster*Tachometer*Message Center*Underseat ducts*Reclining front bucket seats*35-30-35 folding rear split-bench*Audio control on steering wheel*Class III hitchFuel EconomyCityN/AHwyN/AAs Configured VehicleMSRPSTANDARD VEHICLE PRICE$41,110.00Order Code 500AN/CMonotone Paint ApplicationSTD119" WheelbaseSTD50 State Emission SystemSTDIconic Silver MetallicN/CInterior Upgrade Package$390.00Dark Car Feature$25.00Switchable Red/White Lighting in Cargo Area$50.00Grille LED Lights, Siren & Speaker Pre-Wiring$50.00Rear View CameraN/C8-Way Power Passenger Seat$325.00Heated Sideview Mirrors$60.00Remote Keyless Entry Key Fob w/o Key Pad$340.00Reverse Sensing System$275.00Wheels: 18" Painted Aluminum$475.00Police Engine Idle Feature$260.00Keyed Alike - 0576x$50.00Tail Lamp/Police Interceptor Housing Only$60.002Page 35 of 72 A2.Page 150 of 589 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availabilityor pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information.Prepared for:CITY OF EVANSTONPrepared by: THOMAS SULLIVAN02/04/2022Currie Commercial Center | 10125 W. Laraway Frankfort Illinois | 604232022 Police Interceptor Utility AWD Base (K8A)Price Level: 220 | Quote ID: ev64As Configured VehicleMSRPEngine: 3.3L V6 Direct-Injection Hybrid SystemIncludedTransmission: 10-Speed AutomaticIncluded3.73 Axle RatioIncludedGVWR: 6,840 lbs (3,103 kgs)IncludedTires: 255/60R18 AS BSWIncludedRadio: AM/FM/MP3 CapableIncluded1st & 2nd Row Carpet Floor CoveringIncludedUnique HD Cloth Front Bucket Seats w/Cloth RearIncludedCenter Floor Console Less ShifterIncludedSYNC 3 Communications & Entertainment SystemIncludedElectrochromic Rear View MirrorIncludedCharcoal Black w/Unique HD Cloth Front Bucket Seatsw/Cloth RearN/CSUBTOTAL$43,470.00Destination Charge $1,245.00TOTAL$44,715.003Page 36 of 72 A2.Page 151 of 589 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availability or pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information. Prepared for: CITY OF EVANSTON Prepared by: THOMAS SULLIVAN 02/04/2022 Currie Commercial Center | 10125 W. Laraway Frankfort Illinois | 60423 2022 Police Interceptor Utility AWD Base (K8A) Price Level: 220 | Quote ID: ev64 As Configured Vehicle Code Description MSRP Base Vehicle K8A Base Vehicle Price (K8A)$41,110.00 Packages 500A Order Code 500A N/C Includes: - Engine: 3.3L V6 Direct-Injection Hybrid System (136-MPH top speed). - Transmission: 10-Speed Automatic - 3.73 Axle Ratio - GVWR: 6,840 lbs (3,103 kgs) - Tires: 255/60R18 AS BSW - Radio: AM/FM/MP3 Capable Includes clock, 4-speakers, Bluetooth interface with hands-free voice command support (compatible with most Bluetooth connected mobile devices), 1 USB port and 4.2" color LCD screen center stack smart display. Powertrain 99W Engine: 3.3L V6 Direct-Injection Hybrid System Included (136-MPH top speed). 44B Transmission: 10-Speed Automatic Included STDAX 3.73 Axle Ratio Included STDGV GVWR: 6,840 lbs (3,103 kgs)Included Wheels & Tires STDTR Tires: 255/60R18 AS BSW Included 64E Wheels: 18" Painted Aluminum $475.00 Spare wheel is an 18" conventional (Police) black steel wheel. Seats & Seat Trim F Unique HD Cloth Front Bucket Seats w/Cloth Rear Included Includes driver 6-way power track (fore/aft. up/down, tilt with manual recline, 2-way manual lumbar) and passenger 2-way manual track (fore/aft. with manual recline). 87P 8-Way Power Passenger Seat $325.00 Includes 2-way power recline and lumbar. Other Options 4Page 37 of 72 A2.Page 152 of 589 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availability or pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information. Prepared for: CITY OF EVANSTON Prepared by: THOMAS SULLIVAN 02/04/2022 Currie Commercial Center | 10125 W. Laraway Frankfort Illinois | 60423 2022 Police Interceptor Utility AWD Base (K8A) Price Level: 220 | Quote ID: ev64 As Configured Vehicle (cont'd) Code Description MSRP PAINT Monotone Paint Application STD 119WB 119" Wheelbase STD STDRD Radio: AM/FM/MP3 Capable Included Includes clock, 4-speakers, Bluetooth interface with hands-free voice command support (compatible with most Bluetooth connected mobile devices), 1 USB port and 4.2" color LCD screen center stack smart display. 65U Interior Upgrade Package $390.00 Includes: - 1st & 2nd Row Carpet Floor Covering Includes front and rear floor mats. - Unique HD Cloth Front Bucket Seats w/Cloth Rear Includes driver 6-way power track (fore/aft. up/down, tilt with manual recline, 2-way manual lumbar) and passenger 2-way manual track (fore/aft. with manual recline). - Center Floor Console Less Shifter Includes console and top plate with 2 cup holders. (Maintains column shifter). - SYNC 3 Communications & Entertainment System Includes 911 Assist, VHR, SYNC Services, AppLink, Bluetooth, steering wheel controls, USB port and auxiliary input jack. 86T Tail Lamp/Police Interceptor Housing Only $60.00 Pre-existing holes with standard twist lock sealed capability (does not include LED strobe) (eliminates need to drill housing assemblies). 43D Dark Car Feature $25.00 Courtesy lamps disabled when any door is opened. 17T Switchable Red/White Lighting in Cargo Area $50.00 Deletes 3rd row overhead map light. 60A Grille LED Lights, Siren & Speaker Pre-Wiring $50.00 87R Rear View Camera N/C Not recommended with option (47E) 12.1" integrated computer screen. Displayed in rear view mirror. Note: This option replaces the standard display in the center stack area. Note: Camera can only be displayed in the center stack (std) or the rear view mirror (87R). Includes: - Electrochromic Rear View Mirror Video is displayed in rear view mirror. 55F Remote Keyless Entry Key Fob w/o Key Pad $340.00 Does not include PATS. Includes 4-key fobs. Key fobs are not fobbed alike when ordered with keyed-alike. 59F Keyed Alike - 0576x $50.00 5Page 38 of 72 A2.Page 153 of 589 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availability or pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information. Prepared for: CITY OF EVANSTON Prepared by: THOMAS SULLIVAN 02/04/2022 Currie Commercial Center | 10125 W. Laraway Frankfort Illinois | 60423 2022 Police Interceptor Utility AWD Base (K8A) Price Level: 220 | Quote ID: ev64 As Configured Vehicle (cont'd) Code Description MSRP 16C 1st & 2nd Row Carpet Floor Covering Included Includes front and rear floor mats. 549 Heated Sideview Mirrors $60.00 47A Police Engine Idle Feature $260.00 This feature allows you to leave the engine running and prevents your vehicle from unauthorized use when outside of your vehicle. Allows the key to be removed from ignition while vehicle remains idling. 76R Reverse Sensing System $275.00 Emissions 425 50 State Emission System STD Flexible Fuel Vehicle (FFV) system is standard equipment for vehicles equipped with the 3.3L V6 Direct-Injection engine. Interior Color F6_01 Charcoal Black w/Unique HD Cloth Front Bucket Seats w/Cloth Rear N/C Exterior Color JS_01 Iconic Silver Metallic N/C Upfit Options D-001 Delivery $185.00 P-011 Passenger Title and Plates $326.00 Title and Plates SUBTOTAL $43,981.00 Destination Charge $1,245.00 TOTAL $45,226.00 6Page 39 of 72 A2.Page 154 of 589 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availability or pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information. Prepared for: CITY OF EVANSTON Prepared by: THOMAS SULLIVAN 02/04/2022 Currie Commercial Center | 10125 W. Laraway Frankfort Illinois | 60423 2022 Police Interceptor Utility AWD Base (K8A) Price Level: 220 | Quote ID: ev64 Warranty Standard Warranty Basic Distance36,000 miles Months36 months Powertrain Distance100,000 miles Months60 months Corrosion Perforation DistanceUnlimited miles Months60 months Roadside Assistance Distance60,000 miles Months60 months Hybrid Electrical Components Distance100,000 miles Months96 months 7Page 40 of 72 A2.Page 155 of 589 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availability or pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information. Prepared for: CITY OF EVANSTON Prepared by: THOMAS SULLIVAN 02/04/2022 Currie Commercial Center | 10125 W. Laraway Frankfort Illinois | 60423 2022 Police Interceptor Utility AWD Base (K8A) Price Level: 220 | Quote ID: ev64 Pricing Summary - Single Vehicle MSRP Vehicle Pricing Base Vehicle Price $41,110.00 Options $2,360.00 Colors $0.00 Upfitting $511.00 Fleet Discount $0.00 Fuel Charge $0.00 Destination Charge $1,245.00 Subtotal $45,226.00 Discount Adjustments Discount Adjustments -$7,403.00 Total $37,823.00 Customer Signature Acceptance Date 8Page 41 of 72 A2.Page 156 of 589 Prepared for: , CITY OF EVANSTON 2022 Police Interceptor Utility AWD Base (K8A) Price Level: 220 Client Proposal Prepared by: THOMAS SULLIVAN Office: 815-464-9200 Quote ID: ev74 Date: 02/04/2022 Currie Commercial Center | 10125 W. Laraway, Frankfort, Illinois, 60423 Office: 815-464-9200 1Page 42 of 72 A2.Page 157 of 589 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availabilityor pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information.Prepared for:CITY OF EVANSTONPrepared by: THOMAS SULLIVAN02/04/2022Currie Commercial Center | 10125 W. Laraway Frankfort Illinois | 604232022 Police Interceptor Utility AWD Base (K8A)Price Level: 220 | Quote ID: ev74Major Equipment(Based on selected options, shown at right)3.3L V-6 DOHC w/port/direct injection 285hp10 speed automatic w/ODInterior: Charcoal Black w/Unique HD ClothFront Bucket Seats w/Cloth Rear*4-wheel ABS*Brake assistance*Traction control* P 255/60R18 BSW AS W-rated tires*Advance Trac w/Roll Stability Control*Automatic air conditioning*Dual zone electronic automatic temperaturecontrol*Tinted glass* AM/FM stereo with seek-scan, auxiliary audioinput, external memory control*Streaming audio*LED brakelights*Rear child safety locks*Dual power remote heated mirrors* Variable intermittent speed-sensitive wiperswipers*18 x 8 steel wheels*Dual front airbags*Driver and front passenger seat mounted sideairbags*Airbag occupancy sensor*Rear window defroster*Tachometer*Message Center*Underseat ducts*Reclining front bucket seats*35-30-35 folding rear split-bench*Audio control on steering wheel*Class III hitchFuel EconomyCityN/AHwyN/AAs Configured VehicleMSRPSTANDARD VEHICLE PRICE$41,110.00Order Code 500AN/CEngine: 3.3L V6 Direct-Injection Hybrid SystemIncludedTransmission: 10-Speed AutomaticIncluded3.73 Axle RatioIncludedGVWR: 6,840 lbs (3,103 kgs)IncludedTires: 255/60R18 AS BSWIncludedWheels: 18" x 8" 5-Spoke Painted Black SteelIncludedMonotone Paint ApplicationSTD119" WheelbaseSTDRadio: AM/FM/MP3 CapableIncluded50 State Emission SystemSTDCharcoal Black w/Unique HD Cloth Front Bucket Seatsw/Cloth RearN/CUnique HD Cloth Front Bucket Seats w/Cloth RearIncludedDark Car Feature$25.00Switchable Red/White Lighting in Cargo Area$50.00Grille LED Lights, Siren & Speaker Pre-Wiring$50.00Rear View CameraN/C2Page 43 of 72 A2.Page 158 of 589 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availabilityor pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information.Prepared for:CITY OF EVANSTONPrepared by: THOMAS SULLIVAN02/04/2022Currie Commercial Center | 10125 W. Laraway Frankfort Illinois | 604232022 Police Interceptor Utility AWD Base (K8A)Price Level: 220 | Quote ID: ev74As Configured VehicleMSRPElectrochromic Rear View MirrorIncluded8-Way Power Passenger Seat$325.00Heated Sideview Mirrors$60.00Remote Keyless Entry Key Fob w/o Key Pad$340.00Reverse Sensing System$275.00Police Engine Idle Feature$260.00Keyed Alike - 0576x$50.00Interior Upgrade Package$390.001st & 2nd Row Carpet Floor CoveringIncludedCenter Floor Console Less ShifterIncludedSYNC 3 Communications & Entertainment SystemIncludedSUBTOTAL$42,935.00Destination Charge $1,245.00TOTAL$44,180.003Page 44 of 72 A2.Page 159 of 589 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availability or pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information. Prepared for: CITY OF EVANSTON Prepared by: THOMAS SULLIVAN 02/04/2022 Currie Commercial Center | 10125 W. Laraway Frankfort Illinois | 60423 2022 Police Interceptor Utility AWD Base (K8A) Price Level: 220 | Quote ID: ev74 As Configured Vehicle Code Description MSRP Base Vehicle K8A Base Vehicle Price (K8A)$41,110.00 Packages 500A Order Code 500A N/C Includes: - Engine: 3.3L V6 Direct-Injection Hybrid System (136-MPH top speed). - Transmission: 10-Speed Automatic - 3.73 Axle Ratio - GVWR: 6,840 lbs (3,103 kgs) - Tires: 255/60R18 AS BSW - Wheels: 18" x 8" 5-Spoke Painted Black Steel Includes polished stainless steel hub cover and center caps. - Radio: AM/FM/MP3 Capable Includes clock, 4-speakers, Bluetooth interface with hands-free voice command support (compatible with most Bluetooth connected mobile devices), 1 USB port and 4.2" color LCD screen center stack smart display. Powertrain 99W Engine: 3.3L V6 Direct-Injection Hybrid System Included (136-MPH top speed). 44B Transmission: 10-Speed Automatic Included STDAX 3.73 Axle Ratio Included STDGV GVWR: 6,840 lbs (3,103 kgs)Included Wheels & Tires STDTR Tires: 255/60R18 AS BSW Included STDWL Wheels: 18" x 8" 5-Spoke Painted Black Steel Included Includes polished stainless steel hub cover and center caps. Seats & Seat Trim F Unique HD Cloth Front Bucket Seats w/Cloth Rear Included Includes driver 6-way power track (fore/aft. up/down, tilt with manual recline, 2-way manual lumbar) and passenger 2-way manual track (fore/aft. with manual recline). 87P 8-Way Power Passenger Seat $325.00 Includes 2-way power recline and lumbar. 4Page 45 of 72 A2.Page 160 of 589 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availability or pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information. Prepared for: CITY OF EVANSTON Prepared by: THOMAS SULLIVAN 02/04/2022 Currie Commercial Center | 10125 W. Laraway Frankfort Illinois | 60423 2022 Police Interceptor Utility AWD Base (K8A) Price Level: 220 | Quote ID: ev74 As Configured Vehicle (cont'd) Code Description MSRP Other Options PAINT Monotone Paint Application STD 119WB 119" Wheelbase STD STDRD Radio: AM/FM/MP3 Capable Included Includes clock, 4-speakers, Bluetooth interface with hands-free voice command support (compatible with most Bluetooth connected mobile devices), 1 USB port and 4.2" color LCD screen center stack smart display. 65U Interior Upgrade Package $390.00 Includes: - 1st & 2nd Row Carpet Floor Covering Includes front and rear floor mats. - Unique HD Cloth Front Bucket Seats w/Cloth Rear Includes driver 6-way power track (fore/aft. up/down, tilt with manual recline, 2-way manual lumbar) and passenger 2-way manual track (fore/aft. with manual recline). - Center Floor Console Less Shifter Includes console and top plate with 2 cup holders. (Maintains column shifter). - SYNC 3 Communications & Entertainment System Includes 911 Assist, VHR, SYNC Services, AppLink, Bluetooth, steering wheel controls, USB port and auxiliary input jack. 43D Dark Car Feature $25.00 Courtesy lamps disabled when any door is opened. 17T Switchable Red/White Lighting in Cargo Area $50.00 Deletes 3rd row overhead map light. 60A Grille LED Lights, Siren & Speaker Pre-Wiring $50.00 87R Rear View Camera N/C Not recommended with option (47E) 12.1" integrated computer screen. Displayed in rear view mirror. Note: This option replaces the standard display in the center stack area. Note: Camera can only be displayed in the center stack (std) or the rear view mirror (87R). Includes: - Electrochromic Rear View Mirror Video is displayed in rear view mirror. 55F Remote Keyless Entry Key Fob w/o Key Pad $340.00 Does not include PATS. Includes 4-key fobs. Key fobs are not fobbed alike when ordered with keyed-alike. 59F Keyed Alike - 0576x $50.00 16C 1st & 2nd Row Carpet Floor Covering Included Includes front and rear floor mats. 5Page 46 of 72 A2.Page 161 of 589 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availability or pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information. Prepared for: CITY OF EVANSTON Prepared by: THOMAS SULLIVAN 02/04/2022 Currie Commercial Center | 10125 W. Laraway Frankfort Illinois | 60423 2022 Police Interceptor Utility AWD Base (K8A) Price Level: 220 | Quote ID: ev74 As Configured Vehicle (cont'd) Code Description MSRP 549 Heated Sideview Mirrors $60.00 47A Police Engine Idle Feature $260.00 This feature allows you to leave the engine running and prevents your vehicle from unauthorized use when outside of your vehicle. Allows the key to be removed from ignition while vehicle remains idling. 76R Reverse Sensing System $275.00 Emissions 425 50 State Emission System STD Flexible Fuel Vehicle (FFV) system is standard equipment for vehicles equipped with the 3.3L V6 Direct-Injection engine. Interior Color F6_01 Charcoal Black w/Unique HD Cloth Front Bucket Seats w/Cloth Rear N/C Upfit Options P-011 Passenger Title and Plates $326.00 Title and Plates D-001 Delivery $185.00 SUBTOTAL $43,446.00 Destination Charge $1,245.00 TOTAL $44,691.00 6Page 47 of 72 A2.Page 162 of 589 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availability or pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information. Prepared for: CITY OF EVANSTON Prepared by: THOMAS SULLIVAN 02/04/2022 Currie Commercial Center | 10125 W. Laraway Frankfort Illinois | 60423 2022 Police Interceptor Utility AWD Base (K8A) Price Level: 220 | Quote ID: ev74 Warranty Standard Warranty Basic Distance36,000 miles Months36 months Powertrain Distance100,000 miles Months60 months Corrosion Perforation DistanceUnlimited miles Months60 months Roadside Assistance Distance60,000 miles Months60 months Hybrid Electrical Components Distance100,000 miles Months96 months 7Page 48 of 72 A2.Page 163 of 589 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availability or pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information. Prepared for: CITY OF EVANSTON Prepared by: THOMAS SULLIVAN 02/04/2022 Currie Commercial Center | 10125 W. Laraway Frankfort Illinois | 60423 2022 Police Interceptor Utility AWD Base (K8A) Price Level: 220 | Quote ID: ev74 Pricing Summary - Single Vehicle MSRP Vehicle Pricing Base Vehicle Price $41,110.00 Options $1,825.00 Colors $0.00 Upfitting $511.00 Fleet Discount $0.00 Fuel Charge $0.00 Destination Charge $1,245.00 Subtotal $44,691.00 Discount Adjustments Discount Adjustments -$7,315.00 Total $37,376.00 Customer Signature Acceptance Date 8Page 49 of 72 A2.Page 164 of 589 Prepared for: , CITY OF EVANSTON 2022 Police Interceptor Utility AWD Base (K8A) Price Level: 220 Client Proposal Prepared by: THOMAS SULLIVAN Office: 815-464-9200 Date: 02/03/2022 Currie Commercial Center | 10125 W. Laraway, Frankfort, Illinois, 60423 Office: 815-464-9200 1Page 50 of 72 A2.Page 165 of 589 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availabilityor pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information.Prepared for:CITY OF EVANSTONPrepared by: THOMAS SULLIVAN02/03/2022Currie Commercial Center | 10125 W. Laraway Frankfort Illinois | 604232022 Police Interceptor Utility AWD Base (K8A)Price Level: 220Major Equipment(Based on selected options, shown at right)3.3L V-6 DOHC w/port/direct injection 285hpExterior: Agate Black10 speed automatic w/ODInterior: Charcoal Black w/Unique HD ClothFront Bucket Seats w/Cloth Rear*4-wheel ABS*Brake assistance*Traction control* P 255/60R18 BSW AS W-rated tires*Advance Trac w/Roll Stability Control*Automatic air conditioning*Dual zone electronic automatic temperaturecontrol*Tinted glass* AM/FM stereo with seek-scan, auxiliary audioinput, external memory control*Streaming audio*LED brakelights*Rear child safety locks*Dual power remote heated mirrors* Variable intermittent speed-sensitive wiperswipers*18 x 8 steel wheels*Dual front airbags*Driver and front passenger seat mounted sideairbags*Airbag occupancy sensor*Rear window defroster*Tachometer*Message Center*Underseat ducts*Reclining front bucket seats*35-30-35 folding rear split-bench*Audio control on steering wheel*Class III hitchFuel EconomyCityN/AHwyN/AAs Configured VehicleMSRPSTANDARD VEHICLE PRICE$41,110.00Order Code 500AN/CEngine: 3.3L V6 Direct-Injection Hybrid SystemIncludedTransmission: 10-Speed AutomaticIncluded3.73 Axle RatioIncludedGVWR: 6,840 lbs (3,103 kgs)IncludedTires: 255/60R18 AS BSWIncludedWheels: 18" x 8" 5-Spoke Painted Black SteelIncludedMonotone Paint ApplicationSTD119" WheelbaseSTDRadio: AM/FM/MP3 CapableIncluded50 State Emission SystemSTDAgate BlackN/CCharcoal Black w/Unique HD Cloth Front Bucket Seatsw/Cloth RearN/CUnique HD Cloth Front Bucket Seats w/Cloth RearIncludedDark Car Feature$25.00Switchable Red/White Lighting in Cargo Area$50.00Driver Only LED Spot Lamp (Unity)$395.002Page 51 of 72 A2.Page 166 of 589 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availabilityor pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information.Prepared for:CITY OF EVANSTONPrepared by: THOMAS SULLIVAN02/03/2022Currie Commercial Center | 10125 W. Laraway Frankfort Illinois | 604232022 Police Interceptor Utility AWD Base (K8A)Price Level: 220As Configured VehicleMSRPGrille LED Lights, Siren & Speaker Pre-Wiring$50.00Rear View CameraN/CElectrochromic Rear View MirrorIncluded8-Way Power Passenger Seat$325.00Heated Sideview Mirrors$60.00Reverse Sensing System$275.00Police Engine Idle Feature$260.00Keyed Alike - 0576x$50.00Remote Keyless Entry Key Fob w/o Key Pad$340.00Tail Lamp/Police Interceptor Housing Only$60.00Interior Upgrade Package$390.001st & 2nd Row Carpet Floor CoveringIncludedCenter Floor Console Less ShifterIncludedSYNC 3 Communications & Entertainment SystemIncludedSUBTOTAL$43,390.00Destination Charge $1,245.00TOTAL$44,635.003Page 52 of 72 A2.Page 167 of 589 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availability or pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information. Prepared for: CITY OF EVANSTON Prepared by: THOMAS SULLIVAN 02/03/2022 Currie Commercial Center | 10125 W. Laraway Frankfort Illinois | 60423 2022 Police Interceptor Utility AWD Base (K8A) Price Level: 220 As Configured Vehicle Code Description MSRP Base Vehicle K8A Base Vehicle Price (K8A)$41,110.00 Packages 500A Order Code 500A N/C Includes: - Engine: 3.3L V6 Direct-Injection Hybrid System (136-MPH top speed). - Transmission: 10-Speed Automatic - 3.73 Axle Ratio - GVWR: 6,840 lbs (3,103 kgs) - Tires: 255/60R18 AS BSW - Wheels: 18" x 8" 5-Spoke Painted Black Steel Includes polished stainless steel hub cover and center caps. - Radio: AM/FM/MP3 Capable Includes clock, 4-speakers, Bluetooth interface with hands-free voice command support (compatible with most Bluetooth connected mobile devices), 1 USB port and 4.2" color LCD screen center stack smart display. Powertrain 99W Engine: 3.3L V6 Direct-Injection Hybrid System Included (136-MPH top speed). 44B Transmission: 10-Speed Automatic Included STDAX 3.73 Axle Ratio Included STDGV GVWR: 6,840 lbs (3,103 kgs)Included Wheels & Tires STDTR Tires: 255/60R18 AS BSW Included STDWL Wheels: 18" x 8" 5-Spoke Painted Black Steel Included Includes polished stainless steel hub cover and center caps. Seats & Seat Trim F Unique HD Cloth Front Bucket Seats w/Cloth Rear Included Includes driver 6-way power track (fore/aft. up/down, tilt with manual recline, 2-way manual lumbar) and passenger 2-way manual track (fore/aft. with manual recline). 87P 8-Way Power Passenger Seat $325.00 Includes 2-way power recline and lumbar. 4Page 53 of 72 A2.Page 168 of 589 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availability or pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information. Prepared for: CITY OF EVANSTON Prepared by: THOMAS SULLIVAN 02/03/2022 Currie Commercial Center | 10125 W. Laraway Frankfort Illinois | 60423 2022 Police Interceptor Utility AWD Base (K8A) Price Level: 220 As Configured Vehicle (cont'd) Code Description MSRP Other Options PAINT Monotone Paint Application STD 119WB 119" Wheelbase STD STDRD Radio: AM/FM/MP3 Capable Included Includes clock, 4-speakers, Bluetooth interface with hands-free voice command support (compatible with most Bluetooth connected mobile devices), 1 USB port and 4.2" color LCD screen center stack smart display. 65U Interior Upgrade Package $390.00 Includes: - 1st & 2nd Row Carpet Floor Covering Includes front and rear floor mats. - Unique HD Cloth Front Bucket Seats w/Cloth Rear Includes driver 6-way power track (fore/aft. up/down, tilt with manual recline, 2-way manual lumbar) and passenger 2-way manual track (fore/aft. with manual recline). - Center Floor Console Less Shifter Includes console and top plate with 2 cup holders. (Maintains column shifter). - SYNC 3 Communications & Entertainment System Includes 911 Assist, VHR, SYNC Services, AppLink, Bluetooth, steering wheel controls, USB port and auxiliary input jack. 86T Tail Lamp/Police Interceptor Housing Only $60.00 Pre-existing holes with standard twist lock sealed capability (does not include LED strobe) (eliminates need to drill housing assemblies). 43D Dark Car Feature $25.00 Courtesy lamps disabled when any door is opened. 17T Switchable Red/White Lighting in Cargo Area $50.00 Deletes 3rd row overhead map light. 60A Grille LED Lights, Siren & Speaker Pre-Wiring $50.00 51R Driver Only LED Spot Lamp (Unity)$395.00 87R Rear View Camera N/C Not recommended with option (47E) 12.1" integrated computer screen. Displayed in rear view mirror. Note: This option replaces the standard display in the center stack area. Note: Camera can only be displayed in the center stack (std) or the rear view mirror (87R). Includes: - Electrochromic Rear View Mirror Video is displayed in rear view mirror. 55F Remote Keyless Entry Key Fob w/o Key Pad $340.00 5Page 54 of 72 A2.Page 169 of 589 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availability or pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information. Prepared for: CITY OF EVANSTON Prepared by: THOMAS SULLIVAN 02/03/2022 Currie Commercial Center | 10125 W. Laraway Frankfort Illinois | 60423 2022 Police Interceptor Utility AWD Base (K8A) Price Level: 220 As Configured Vehicle (cont'd) Code Description MSRP Does not include PATS. Includes 4-key fobs. Key fobs are not fobbed alike when ordered with keyed-alike. 59F Keyed Alike - 0576x $50.00 16C 1st & 2nd Row Carpet Floor Covering Included Includes front and rear floor mats. 549 Heated Sideview Mirrors $60.00 47A Police Engine Idle Feature $260.00 This feature allows you to leave the engine running and prevents your vehicle from unauthorized use when outside of your vehicle. Allows the key to be removed from ignition while vehicle remains idling. 76R Reverse Sensing System $275.00 Emissions 425 50 State Emission System STD Flexible Fuel Vehicle (FFV) system is standard equipment for vehicles equipped with the 3.3L V6 Direct-Injection engine. Interior Color F6_01 Charcoal Black w/Unique HD Cloth Front Bucket Seats w/Cloth Rear N/C Exterior Color UM_01 Agate Black N/C Upfit Options D-001 Delivery $185.00 P-01 Municpal Plates/Title-Shipped $203.00 Title and Plates SUBTOTAL $43,778.00 Destination Charge $1,245.00 TOTAL $45,023.00 6Page 55 of 72 A2.Page 170 of 589 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availability or pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information. Prepared for: CITY OF EVANSTON Prepared by: THOMAS SULLIVAN 02/03/2022 Currie Commercial Center | 10125 W. Laraway Frankfort Illinois | 60423 2022 Police Interceptor Utility AWD Base (K8A) Price Level: 220 Warranty Standard Warranty Basic Distance36,000 miles Months36 months Powertrain Distance100,000 miles Months60 months Corrosion Perforation DistanceUnlimited miles Months60 months Roadside Assistance Distance60,000 miles Months60 months Hybrid Electrical Components Distance100,000 miles Months96 months 7Page 56 of 72 A2.Page 171 of 589 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availability or pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information. Prepared for: CITY OF EVANSTON Prepared by: THOMAS SULLIVAN 02/03/2022 Currie Commercial Center | 10125 W. Laraway Frankfort Illinois | 60423 2022 Police Interceptor Utility AWD Base (K8A) Price Level: 220 Pricing Summary - Single Vehicle MSRP Vehicle Pricing Base Vehicle Price $41,110.00 Options $2,280.00 Colors $0.00 Upfitting $388.00 Fleet Discount $0.00 Fuel Charge $0.00 Destination Charge $1,245.00 Subtotal $45,023.00 Discount Adjustments Discount Adjustments -$7,399.00 Total $37,624.00 Customer Signature Acceptance Date 8Page 57 of 72 A2.Page 172 of 589 Prepared for: , CITY OF EVANSTON 2022 Police Interceptor Utility AWD Base (K8A) Price Level: 220 Client Proposal Prepared by: THOMAS SULLIVAN Office: 815-464-9200 Quote ID: ev135 Date: 02/04/2022 Currie Commercial Center | 10125 W. Laraway, Frankfort, Illinois, 60423 Office: 815-464-9200 1Page 58 of 72 A2.Page 173 of 589 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availabilityor pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information.Prepared for:CITY OF EVANSTONPrepared by: THOMAS SULLIVAN02/04/2022Currie Commercial Center | 10125 W. Laraway Frankfort Illinois | 604232022 Police Interceptor Utility AWD Base (K8A)Price Level: 220 | Quote ID: ev135Major Equipment(Based on selected options, shown at right)3.3L V-6 DOHC w/port/direct injection 285hpExterior: Oxford White10 speed automatic w/ODInterior: Charcoal Black w/Unique HD ClothFront Bucket Seats w/Cloth Rear*4-wheel ABS*Brake assistance*Traction control* P 255/60R18 BSW AS W-rated tires*Advance Trac w/Roll Stability Control*Automatic air conditioning*Dual zone electronic automatic temperaturecontrol*Tinted glass* AM/FM stereo with seek-scan, auxiliary audioinput, external memory control*Streaming audio*LED brakelights*Rear child safety locks*Dual power remote heated mirrors* Variable intermittent speed-sensitive wiperswipers*18 x 8 aluminum wheels*Dual front airbags*Driver and front passenger seat mounted sideairbags*Airbag occupancy sensor*Rear window defroster*Tachometer*Message Center*Underseat ducts*Reclining front bucket seats*35-30-35 folding rear split-bench*Audio control on steering wheel*Class III hitchFuel EconomyCityN/AHwyN/AAs Configured VehicleMSRPSTANDARD VEHICLE PRICE$41,110.00Order Code 500AN/CMonotone Paint ApplicationSTD119" WheelbaseSTD50 State Emission SystemSTDOxford WhiteN/CCharcoal Black w/Unique HD Cloth Front Bucket Seatsw/Cloth RearN/CDark Car Feature$25.00Switchable Red/White Lighting in Cargo Area$50.00Grille LED Lights, Siren & Speaker Pre-Wiring$50.00Rear View CameraN/C8-Way Power Passenger Seat$325.00Heated Sideview Mirrors$60.00Remote Keyless Entry Key Fob w/o Key Pad$340.00Reverse Sensing System$275.00Wheels: 18" Painted Aluminum$475.00Police Engine Idle Feature$260.00Keyed Alike - 0576x$50.002Page 59 of 72 A2.Page 174 of 589 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availabilityor pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information.Prepared for:CITY OF EVANSTONPrepared by: THOMAS SULLIVAN02/04/2022Currie Commercial Center | 10125 W. Laraway Frankfort Illinois | 604232022 Police Interceptor Utility AWD Base (K8A)Price Level: 220 | Quote ID: ev135As Configured VehicleMSRPTail Lamp/Police Interceptor Housing Only$60.00Interior Upgrade Package$390.00Engine: 3.3L V6 Direct-Injection Hybrid SystemIncludedTransmission: 10-Speed AutomaticIncluded3.73 Axle RatioIncludedGVWR: 6,840 lbs (3,103 kgs)IncludedTires: 255/60R18 AS BSWIncludedRadio: AM/FM/MP3 CapableIncludedElectrochromic Rear View MirrorIncluded1st & 2nd Row Carpet Floor CoveringIncludedUnique HD Cloth Front Bucket Seats w/Cloth RearIncludedCenter Floor Console Less ShifterIncludedSYNC 3 Communications & Entertainment SystemIncludedSUBTOTAL$43,470.00Destination Charge $1,245.00TOTAL$44,715.003Page 60 of 72 A2.Page 175 of 589 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availability or pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information. Prepared for: CITY OF EVANSTON Prepared by: THOMAS SULLIVAN 02/04/2022 Currie Commercial Center | 10125 W. Laraway Frankfort Illinois | 60423 2022 Police Interceptor Utility AWD Base (K8A) Price Level: 220 | Quote ID: ev135 As Configured Vehicle Code Description MSRP Base Vehicle K8A Base Vehicle Price (K8A)$41,110.00 Packages 500A Order Code 500A N/C Includes: - Engine: 3.3L V6 Direct-Injection Hybrid System (136-MPH top speed). - Transmission: 10-Speed Automatic - 3.73 Axle Ratio - GVWR: 6,840 lbs (3,103 kgs) - Tires: 255/60R18 AS BSW - Radio: AM/FM/MP3 Capable Includes clock, 4-speakers, Bluetooth interface with hands-free voice command support (compatible with most Bluetooth connected mobile devices), 1 USB port and 4.2" color LCD screen center stack smart display. Powertrain 99W Engine: 3.3L V6 Direct-Injection Hybrid System Included (136-MPH top speed). 44B Transmission: 10-Speed Automatic Included STDAX 3.73 Axle Ratio Included STDGV GVWR: 6,840 lbs (3,103 kgs)Included Wheels & Tires STDTR Tires: 255/60R18 AS BSW Included 64E Wheels: 18" Painted Aluminum $475.00 Spare wheel is an 18" conventional (Police) black steel wheel. Seats & Seat Trim F Unique HD Cloth Front Bucket Seats w/Cloth Rear Included Includes driver 6-way power track (fore/aft. up/down, tilt with manual recline, 2-way manual lumbar) and passenger 2-way manual track (fore/aft. with manual recline). 87P 8-Way Power Passenger Seat $325.00 Includes 2-way power recline and lumbar. Other Options 4Page 61 of 72 A2.Page 176 of 589 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availability or pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information. Prepared for: CITY OF EVANSTON Prepared by: THOMAS SULLIVAN 02/04/2022 Currie Commercial Center | 10125 W. Laraway Frankfort Illinois | 60423 2022 Police Interceptor Utility AWD Base (K8A) Price Level: 220 | Quote ID: ev135 As Configured Vehicle (cont'd) Code Description MSRP PAINT Monotone Paint Application STD 119WB 119" Wheelbase STD STDRD Radio: AM/FM/MP3 Capable Included Includes clock, 4-speakers, Bluetooth interface with hands-free voice command support (compatible with most Bluetooth connected mobile devices), 1 USB port and 4.2" color LCD screen center stack smart display. 65U Interior Upgrade Package $390.00 Includes: - 1st & 2nd Row Carpet Floor Covering Includes front and rear floor mats. - Unique HD Cloth Front Bucket Seats w/Cloth Rear Includes driver 6-way power track (fore/aft. up/down, tilt with manual recline, 2-way manual lumbar) and passenger 2-way manual track (fore/aft. with manual recline). - Center Floor Console Less Shifter Includes console and top plate with 2 cup holders. (Maintains column shifter). - SYNC 3 Communications & Entertainment System Includes 911 Assist, VHR, SYNC Services, AppLink, Bluetooth, steering wheel controls, USB port and auxiliary input jack. 86T Tail Lamp/Police Interceptor Housing Only $60.00 Pre-existing holes with standard twist lock sealed capability (does not include LED strobe) (eliminates need to drill housing assemblies). 43D Dark Car Feature $25.00 Courtesy lamps disabled when any door is opened. 17T Switchable Red/White Lighting in Cargo Area $50.00 Deletes 3rd row overhead map light. 60A Grille LED Lights, Siren & Speaker Pre-Wiring $50.00 87R Rear View Camera N/C Not recommended with option (47E) 12.1" integrated computer screen. Displayed in rear view mirror. Note: This option replaces the standard display in the center stack area. Note: Camera can only be displayed in the center stack (std) or the rear view mirror (87R). Includes: - Electrochromic Rear View Mirror Video is displayed in rear view mirror. 55F Remote Keyless Entry Key Fob w/o Key Pad $340.00 Does not include PATS. Includes 4-key fobs. Key fobs are not fobbed alike when ordered with keyed-alike. 59F Keyed Alike - 0576x $50.00 5Page 62 of 72 A2.Page 177 of 589 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availability or pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information. Prepared for: CITY OF EVANSTON Prepared by: THOMAS SULLIVAN 02/04/2022 Currie Commercial Center | 10125 W. Laraway Frankfort Illinois | 60423 2022 Police Interceptor Utility AWD Base (K8A) Price Level: 220 | Quote ID: ev135 As Configured Vehicle (cont'd) Code Description MSRP 16C 1st & 2nd Row Carpet Floor Covering Included Includes front and rear floor mats. 549 Heated Sideview Mirrors $60.00 47A Police Engine Idle Feature $260.00 This feature allows you to leave the engine running and prevents your vehicle from unauthorized use when outside of your vehicle. Allows the key to be removed from ignition while vehicle remains idling. 76R Reverse Sensing System $275.00 Emissions 425 50 State Emission System STD Flexible Fuel Vehicle (FFV) system is standard equipment for vehicles equipped with the 3.3L V6 Direct-Injection engine. Interior Color F6_01 Charcoal Black w/Unique HD Cloth Front Bucket Seats w/Cloth Rear N/C Exterior Color YZ_01 Oxford White N/C Upfit Options D-001 Delivery $185.00 P-01 Municpal Plates/Title-Shipped $203.00 Title and Plates SUBTOTAL $43,858.00 Destination Charge $1,245.00 TOTAL $45,103.00 6Page 63 of 72 A2.Page 178 of 589 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availability or pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information. Prepared for: CITY OF EVANSTON Prepared by: THOMAS SULLIVAN 02/04/2022 Currie Commercial Center | 10125 W. Laraway Frankfort Illinois | 60423 2022 Police Interceptor Utility AWD Base (K8A) Price Level: 220 | Quote ID: ev135 Warranty Standard Warranty Basic Distance36,000 miles Months36 months Powertrain Distance100,000 miles Months60 months Corrosion Perforation DistanceUnlimited miles Months60 months Roadside Assistance Distance60,000 miles Months60 months Hybrid Electrical Components Distance100,000 miles Months96 months 7Page 64 of 72 A2.Page 179 of 589 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availability or pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information. Prepared for: CITY OF EVANSTON Prepared by: THOMAS SULLIVAN 02/04/2022 Currie Commercial Center | 10125 W. Laraway Frankfort Illinois | 60423 2022 Police Interceptor Utility AWD Base (K8A) Price Level: 220 | Quote ID: ev135 Pricing Summary - Single Vehicle MSRP Vehicle Pricing Base Vehicle Price $41,110.00 Options $2,360.00 Colors $0.00 Upfitting $388.00 Fleet Discount $0.00 Fuel Charge $0.00 Destination Charge $1,245.00 Subtotal $45,103.00 Discount Adjustments Discount Adjustments -$7,403.00 Total $37,700.00 Customer Signature Acceptance Date 8Page 65 of 72 A2.Page 180 of 589 CURRIE MOTORS FRANKFORT SPC CONTRACT WINNER 2022 FORD TRANSIT CONNECT VAN XL #208 CURRIE MOTORS FLEET NICE PEOPLE TO DO BUSINESS WITH PRODUCTION BEGINS SUMMER 2022 UNITS TO BE BUILT AS 2023 MODELS Page 66 of 72 A2.Page 181 of 589 CURRIE MOTORS FRANKFORT SPC CONTRACT WINNER CONTRACT #208 THE FOLLOWING EQUIPMENT IS STANDARD AS INDICATED ON AN XL CARGO VAN: MECHANICAL/FUNCTIONAL ● Alternator – Standard Duty ● Battery – Heavy Duty ● Brakes – Power 4-Wheel Disc ● Engine – 2.0L GDI I-4 Gas ● Transmission – 8-Speed SelectShift® Automatic ● Drivetrain – Front Wheel Drive ● Fuel Tank – 15.8 Gal ● Steering – Electric Power-Assisted Steering (EPAS) ● Suspension – Macpherson Strut Independ. Front/Twist- Beam Rear EXTERIOR ● Bodyside Moldings – Black, Molded-In Color (MIC) ● Front/ Rear Bumper – Black, MIC ● Grille – 3-Bar Black Grill with Black Surround ● Side & Rear Cargo Door Handles – Black, MIC ● Headlamps – Halogen ● Headlamp Bezel – Black, MIC ● Automatic Headlamps On/Off (XL only) ● Mirrors – Manual Adjust with Manual Fold, Black MIC ● Tires – 215/55 R16 97H XL All-Season ● Wheels – 16” Steel w/Full Covers INTERIOR/COMFORT ● Air Conditioning – Front Manual Climate Control ● Audio: AM/FM Radio with Bluetooth, FordPass™ Connect, 4.2” LCD Multi-Function Display (MFD) Screen, 1 USB Port, 4 Front Speakers ● Comfort/Convenience: 4-Way Adjustable Deluxe Steering Column, 12V Powerpoint in Center Console, 2 Front Cupholders, Front Row Full-Width Overhead Storage Shelf with Front Grab Handles, Front Dome Light, Rear Cargo Area Light ● Cargo Tie Down Hooks ● Floor Cover – Vinyl ● Seating: 6-Way Manual Driver Seat (fore/aft, up/down, recline), 4-Way Manual Passenger Seat (fore/aft, recline) with Fold-Flat Back, Vinyl Seating Surfaces ● Power Front-Row Windows SAFETY/SECURITY ● First-Row Safety Canopy® Side-Curtain Airbags ● Driver & Passenger Front Airbags ● Driver & Passenger Side Airbags ● Seatbelt Minder ● Power Central Single Door-Locks w/One-Step Unlock ● Remote Keyless-Entry with 2 Key Fobs ● SecuriLock® Passive Anti-Theft System (PATS) ● Tire Pressure Monitoring System (TPMS) DRIVER-ASSIST ● Auto Start/Stop Technology ● EcoMode ● EcoCoach ● Hill Start Assist ● Side Wind Stabilization ● Pre-Collision Assist with Automatic Emergency Braking (AEB) — Pedestrian Detection — Forward Collision Warning — Dynamic Brake Support ● Rear View Camera XLT Van Includes all XL content, plus: EXTERIOR ● Front Bumper – Body Color, Painted ● Rear Bumper End Caps – Body Color, Painted ● Fog Lamps – Halogen ● Mirrors – Power Adjust, PowerFold®, Heated Exterior Mirrors – Black, MIC ● XLT Badge INTERIOR ● Audio: — SYNC® 3 (Less NAV) — 6.5” Touch Screen — SiriusXM® Satellite Radio ● Comfort/Convenience: — Premium Front Center Closed Console — 4-Spoke Steering Wheel with Satin Chrome Shells — Satin Chrome Front-Door Inner Release Handles — Driver Sunvisor with Vanity Mirror and Ticket Strap — Passenger Visor with Vanity Mirror — Dual Front Map Lights — Wireless Charging — 2 Smart-Charging USB Ports ● Seating: — 6-Way Manual Driver Seat (fore/aft, up/down, recline) with Manual Lumbar — Cloth Seating Surfaces ● Floor Cover – Carpeted ● Front Carpeted Floor Mats DRIVER-ASSIST ● Cruise Control ● MyKey® Ford Co-Pilot360 ● BLIS (Blind Spot Information System with Cross- Traffic Alert) ● Lane Keeping Aid ● Pre-Collision Assist with Automatic Emergency Braking (AEB) — Pedestrian Detection — Forward Collision Warning — Dynamic Brake Support ● Rear View Camera ● Auto High Lamps Page 67 of 72 A2.Page 182 of 589 CARGO VAN S6S- VAN XL SWB (180 DEGREE SWING OUT REAR CARGO DOORS) 23,023.00 E6S- VAN XL SWB (REAR LIFTGATE) 23,023.00 S7S- VAN XL LWB (180 DEGREE SWING OUT REAR CARGO DOORS) 24,120.00 E7S- VAN XL LWB (REAR LIFTGATE) 24,120.00 S6T- VAN XLT SWB (180 DEGREE SWING OUT REAR CARGO DOORS) 25,399.00 E6T- VAN XLT SWB (REAR LIFTGATE) 25,399.00 S7T- VAN XLT LWB (180 DEGREE SWING OUT REAR CARGO DOORS) 26,296.00 E7T- VAN XLT LWB (REAR LIFTGATE) 26,296.00 POWERTRAIN 98A- FLEX FUEL CAPABILITY (FFV) W. 2.0L GDI 150.00 TIRES 64F- 16 IN. 5 SPOKE ALLOY WHEELS (SILVER SPARKLE (USE W/ XLT) 360.00 64R- 16 IN. 5 SPOKE ALLOY WHEELS (DARK SPARKLE (XL / XLT) 451.00 SEATS 90M- 6 WAY MANUAL DRIVER SEAT/4WAY MANUAL PASS. SEAT (XL Cargo) 119.00 OPTIONS 446- 6 SPEED TRANSMISSION N/C 997- 2.5L IVCT I-4 GAS ENGINE N/C 85D- BLIND SPOT INFORMATION SYSTEM W/ CROSS TRAFFIC ALERT 524.00 66A- COMPOSITE BULKHEAD 542.00 66E- COMPOSITE BULKHEAD W/ WINDOW 655.00 94F- CORNERING FOG LAMPS 114.00 525- CRUISE CONTROL 205.00 942- NON-CONFIGURABLE DAYTIME RUNNING LIGHTS N/C 526- ADAPTIVE CRUISE CONTROL 724.00 576- DUAL-ZONE ELECTRONIC AUTO TEMPERATURE CONTROL 251.00 43D- ELECTRIC REAR WINDOW DEFROSTER (req. 55A) 137.00 41H- ENGINE BLOCK HEATER 91.00 55A- FIXED REAR GLASS (req. 43D) 269.00 Page 68 of 72 A2.Page 183 of 589 61K- 2ND ROW FIXED GLASS ON BOTH SIDES 173.00 61M- 2ND ROW FIXED GLASS ON PASS. SIDE ONLY 87.00 61M-2ND ROW FIXED GLASS ON PASS. SIDE ONLY (USE W/ 61K) N/C 76S- FORWARD & REVERSE SENSING SYSTEMS 451.00 943- FRONT FOG LAMPS (LED) 104.00 18F- FRONT VINYL FLOOR COVER 178.00 96F- FRONT SPLASH GUARD / MUD FLAPS 128.00 51G- HEAVY DUTY ALTERNATOR 114.00 51C- HEAVY DUTY BATTERY N/C 52D- HID (HIGH INTENSITY DISCHARGE) HEADLAMPS 314.00 87R- KEY FOBS (2 ADDITIONAL) 59.00 60L- LARGE EXTERIOR MIRRORS (XL VAN) 178.00 87K- MYKEY 210.00 65D- PERIMETER ANTI-THEFT ALARM SYSTEM 178.00 545- POWER ADJ. HEATED EXT. MIRRORS W/ MANUAL FOLD (XL) 119.00 545- POWER ADJ. HEATED EXT. MIRRORS W/ MANUAL FOLD (XL W/ 43W) N/C 43W- QUICKCLEAR WINDSHIELD DEFROSTER (XL) 342.00 43W- QUICKCLEAR WINDSHIELD DEFROSTER (XLT) 273.00 76D- REAR CARGO AREA LIGHT (LED) 63.00 61B- ROOF RAILS 178.00 61X- ROOF RAIL INCLUDING CROSSBARS 305.00 94B- SMOKERS PACKAGE 23.00 51B- TIRE REPAIR KIT (IN PLACE OF FULL SPARE) -63.00 53T- TRAILER TOW PACKAGE 360.00 86G- UPFITTER WIRING HARNESS 59.00 68M- WIDE BODY SIDE MOLDING (BODY COLOR) 160.00 96B- WIRELESS CHARGING 137.00 PRIVACY GLASS OPTIONS (924) S6S, S7S, S6T, OR S7T ORDERED W/ 61M LESS 55A (ONE PANE) 114.00 S6S, S7S, S6T, OR S7T ORDERED W/ 55A LESS 61M E6S, E7S, E6T, OR E7T (TWO PANES) 173.00 S6S, S7S, S6T, OR S7T ORDERED W/ 61M & 55A E6S, E7S, E6T, OR E7T W/ 61M (THREE PANES) 228.00 S6S, S7S, S6T, OR S7T ORDERED W/ 55A & 61K E6S, E7S, E6T, OR E7T W/ 61K (FOUR PANES) 286.00 Page 69 of 72 A2.Page 184 of 589 AUDIO 58Y- SYNC3, AM/FM, SIRIUS XM SATELLITE RADIO, HD RADIO,906.00 APPLINK, CARPLAY, USB AND NAV (XL VAN) 58Y- SYNC3, AM/FM, SIRIUS XM SATELLITE RADIO, HD RADIO, APPLINK, CARPLAY, USB AND NAV (XLT VAN)451.00 58Z- SYNC3, AM/FM, SIRIUS XM SATELLITE RADIO, APPLINK,542.00 CARPLAY, AND USB (XL VAN) SINGLE SLOT CD PLAYER 178.00 FLEET OPTIONS 98G- CNG/PROPANE GASEOUS ENGINE PREP PACKAGE 286.00 916- ENGINE GOVERNOR (65 MPH SPEED LIMITER)46.00 917- ENGINE GOVERNOR (75 MPH SPEED LIMITER)46.00 51C- HEAVY DUTY BATTERY (USE W/ 997)78.00 FIDAE- FLOOR MATS – MOLDED ALL WEATHER FRONT 109.00 FIVAB- REMOTE START & PERIMETER ALARM 451.00 MISC. OPTIONS RACKS AND BINS 2,558.00 RUSTPROOFING 395.00 4 CORNER LED STROBES 1,195.00 CD ROM SERVICE MANUAL 395.00 DELIVERY GREATER THAN 50 MILES FROM DEALERSHIP 185.00 LICENSE & TITLE MUNICIPAL ___ MUNICIPAL POLICE ___203.00 MANUFACTURER’S STATE OF ORIGIN CUSTOMER COMPLETES THEIR OWN LICENSE/TITLE WORK N/C WARRANTIES 3 YEAR/100,000 MILE PREMIUMCARE 1,950.00 5 YEAR/100,000 MILE PREMIUMCARE 2,060.00 3 YEAR/100,000 MILE EXTRACARE 1,635.00 5 YEAR/100,000 MILE EXTRACARE 1,715.00 5 YEAR/125,000 MILE POWERTRAINCARE 1,730.00 6 YEAR/125,000 MILE POWERTRAINCARE 1,800.00 Page 70 of 72 A2.Page 185 of 589 EXTERIOR BY- SCHOOL BUS YELLOW (N/A W/ XLT) PQ- RACE RED TY- SILVER UV- DARK BLUE (N/A W/ XLT) Z2- FROZEN WHITE UM- AGATE BLACK METALLIC INTERIOR EBONY VINYL-XL Only EBONY CLOTH-XL/XLT PALAZZO CLOTH-XLT Only Page 71 of 72 A2.Page 186 of 589 PLEASE FILL OUT THE FOLLOWING PAGE WITH COMPLETE AND ACCURATE INFORMATION. PAPERWORK, INVOICING, TITLE/REGISTRATION WILL REFLECT THIS PAGE. TITLE NAME __________________________ TITLE ADDRESS __________________________ TITLE CITY __________________________ TITLE ZIP CODE __________________________ CONTACT NAME __________________________ PHONE NUMBER __________________________ P.O. NUMBER __________________________ FLEET INDENTIFICATION NUMBER __________________________ TAX EXEMPT CODE __________________________ TOTAL DOLLAR AMOUNT __________________________ TOTAL NUMBER OF UNITS __________________________ DELIVERY ADDRESS __________________________ SCHEDULED ORDERS CANNOT BE CANCELED. ORDERS REQUIRE A SIGNED PURCHASE ORDER AND TAX EXEMPT CODE SUBMITTED TO: CURRIE MOTORS FLEET 10125 W LARAWAY ROAD FRANKFORT, IL 60423 TOM SULLIVAN (815-412-3227) TSULLIVAN@CURRIEMOTORS.COM KRISTEN DELARIVA (815-412-3222) KDELARIVA@CURRIEMOTORS.COM PLEASE MONITOR VEHICLE STATUS BY REGISTERING AT WWW.FLEET.FORD.COM CITY OF EVANSTON 1- Unit 27142.00 Page 72 of 72 A2.Page 187 of 589 Memorandum To: Honorable Mayor and Members of the City Council CC: Members of Administration and Public Works Committee From: Megan Fulara, Acting Human Resources Division Manager CC: Luke Stowe, CIO/Acting Deputy City Manager Subject: Approval of Contract with Baker Tilly US, LLP for a Classification, Compensation, and Staffing Analysis (RFP 22-09) Date: February 28, 2022 Recommended Action: Staff recommends City Council authorize the City Manager to execute a contract with Baker Tilly US, LLP (2500 Dallas Parkway, Suite 300, Plano, TX 75093) for the purpose of conducting a classification, compensation, and staffing analysis (RFP 22-09) in the amount of $145,300. Funding Source: Funding will be from the City Manager’s Office - Contingencies Fund (Account 100.15.1525.68205) with an FY 2022 budget of $150,000, all of which is remaining. Council Action: For Action Summary: Currently, the City is utilizing separate pay scales for represented and non -union employees. This dual system creates disparity in pay, leads to inequalities within the organization, and is difficult to manage. Job descriptions have not been systematically reviewed; they are typically updated either as vacancies are sought to be filled or, more often, when a Department seeks to reclassify a position. The practice of reclassifying positions is also not done systematically; it is a reactive means to address short-term staffing solutions and to reward existing employees with new titles and salaries. The City last performed a compensation and classification study in 2012. Since that time salaries have been adjusted from this pay scale as gross wage increases have been budgeted. A formal compensation study and staffing analysis would: • Collect salary data from predetermined comparable communities and external regional labor market data from private sector jobs with the same essential duties and functions A3.Page 188 of 589 • Conduct an internal equity analysis on all positions and determine if adjustments need to be made based on the results of this analysis in comparison to the external market survey • Evaluate the City’s existing job classification and pay ranges for all regular full-time and part-time bargaining and non-bargaining positions and determine the City’s level of market competitiveness including wages, the value of the health and welfare benefits, paid time off and any other fringe benefits • Provide pay scale recommendations for all positions, including salary ranges with percent spreads between ranges for each position which would ensure internal equity and external competitiveness • Provide recommendations for replacement or modification of existing bargaining and non-bargaining job classifications and titles • Assist the City in reviewing and updating existing job descriptions to ensure qualifications, responsibilities, and education commensurate with the work performed • Interview employees to determine accuracy of the jobs being performed as compared to the current job description. • Identify functions currently performed by the City that could be performed more efficiently by other means and provide options to consider • Provide recommendations to create, eliminate, modify or reclassify positions based on the staffing analysis In November 2021, a request for proposals (RFP) was issued for a classification, compensation, and staffing analysis. Only one proposal was received with an associated cost significantly higher than what the City had budgeted. It was decided to rebudget funding and re-issue a new RFP. Analysis: On January 20, 2022, a revised RFP was issued. The City received four proposals as follows: A team of 4 staff members reviewed and evaluated the bids received. The members for the review team were as follows: • Megan Fulara, HR Division Manager • Kelley Gandurski, Interim City Manager Page 2 of 4 A3.Page 189 of 589 • Luke Stowe, Acting Deputy City Manager • Jennifer Clough, HR Consultant/acting HR Specialist The scorecard measuring each bidder’s qualifications and expertise, project approach, cost, and compliance with City requirements and policies is shown below: A memo reviewing compliance with City of Evanston M/W/EBE goals is attached. Attachments: RFP 22-09 MWEBE Waiver Page 3 of 4 A3.Page 190 of 589 Compensation and Staffing Analysis, RFP 22-09, MWEBE Memo 02.28.2022 To: Kelley Gandurski, Interim City Manager Luke Stowe, Acting Deputy City Manager Megan Fulara, HR Division Manager From: Tammi Nunez, Purchasing Manager Subject: Compensation and Staffing Analysis, RFP 22-09 Date: February 28, 2022 The goal of the Minority, Women, and Evanston Business Enterprise Program (M/W/EBE) is to assist such businesses with opportunities to grow. In order to help ensure such growth, the City has established a 25% M/W/EBE subcontracting participation goal for general contractors. However, RFP 22-09, Compensation and Staffing Analysis, precludes subcontracting opportunities. Cc: Hitesh Desai, Chief Financial Officer Memorandum Page 4 of 4 A3.Page 191 of 589 Memorandum To: Honorable Mayor and Members of the City Council CC: Members of Administration and Public Works Committee From: Richard Eddington, Interim Police Chief CC: Daniel Russell, Interim Deputy Chief of Police; Louis Gergits, Manager of Budget and Finance Subject: Approval of the Renewal of the Axon Police Body Worn Camera Integration System Date: February 28, 2022 Recommended Action: Staff recommends City Council authorize the City Manager to execute a five -year contract for an integrated police body worn, in-car and investigative interview room camera system and conductive electric weapons (CEW) with Axon Enterprise, Inc., formerly known as Taser International (17800 N. 8th Street, Scottsdale, AZ 85255). The total cost of the five -year agreement will be $2.5 million. The annual amount is $311,000 in 2022; $464,000 in 2023; $575,000 in 2024; $575,000 in 2025; and $575,000 in 2026. Funding Source: Funding for this program in 2022 will be provided by the Service Agreements/Contract Account (100.22.2205.62509) in the Police Administration Business Unit. This line item has an approved budget for 2022 of $346,072. The Police Department has specifically designated $311,000 of the budgeted amount for the Axon agreement. For 2023 through 2026, it is recommended that the annual cost is paid through Police Department funding, augmented annually to cover each increase in pricing. Council Action: For Action Summary: In 2017, the City of Evanston entered into a 5-year agreement with Axon Enterprise, Inc. for an integrated police body worn, in-car and investigative interview room camera system and conductive electric weapons (CEW). The total cost of the five-year contract was $1,250,431.01. After reimbursement of $104,457.75 through the Bureau of Justice Assistance grant in 2017, the actual expense to the City of the multi-year contract was $1,145,973.26. A4.Page 192 of 589 Under this agreement, 120 Axon body-worn cameras (BWC) were fully deployed to officers assigned to Patrol, Traffic, the Problem Solving Team and the Special Operations Group. By July 2018, the department had over 27,000 videos in the Axon system requiring over 11 terabytes of storage. The officer feedback was that the system was easy to use, user-friendly, and allowed for the ease of compliance with requirements for court. The system also allowed for immediate access for video review, if necessary. During the first year of implementation, an officer was exonerated from an allegation and footage allowed for the approval of felony charges by the Cook County State’s Attorney’s Office that would otherwise have not been possible. The BWCs have also ensured that officers act professionally in the delivery of police service. In September 2018, the BWC program was expanded. An additional 46 cameras were outfitted to the remaining sworn personnel of the Police Department. These members include detectives, juvenile detectives, and school resource officers. The total cost of the 2018 expansion program was $327,437. After reimbursement of $60,493.50 through the Bureau of Justice Assistance grant in 2017 and 2018, the actual expense to the City of the second multi - year contract was $266,943.50. In the five years since the Evanston Police Department implemented its program, cameras for law enforcement personnel have become a necessary and integral part of policing. The expectation of camera footage has grown exponentially as has the leve l of service and need for even better technology. The proposed contract has a host of new additions that offer feature-rich enhancements and when combined with the "all-under-one-roof" deployment model, help make day-to-day operations successful. In the ever evolving world of municipal policing, expeditiously releasing footage is as important as the video itself. The combination of new hardware, software, and training packages will be a welcome addition to how the Department approaches the future of policing in Evanston. The Axon system provides the extensive storage needed to comply with the Illinois Body Worn Camera (BWC) Act effective January 1, 2016 that mandated storage periods, purging requirements, and extensive battery life. Attachments: Evanston PD Axon Enterprises Proposal Evanston PD Axon Enterprise Proposed Contract Master Services and Purchasing Agreement Page 2 of 79 A4.Page 193 of 589 Evanston Police Department Numbers presented on January 26, 2022 & February 16, 2022Page 3 of 79A4.Page 194 of 589 Current Program Bundled Tech Option 1 Full Tech Option 2 Number of Contracts 1 1 1 Body Worn Cameras 180 AB3 & 10 Flex 2 150 150 Evidence.com Licenses 172 150 150 TASER 166 X2 150 TASER 7 150 TASER 7 Two BWC HW Upgrade ✔✔✔ Unlimited Axon Storage ✔✔✔ Auto Tagging ✔✔✔ Air (Drones)✔✔ Respond (BWC GPS & Live-streaming)✔✔ All Training & Live Cartridges & Batteries ✔✔ TASER Training Included ✔✔ Signal Sidearm ✔✔ Axon Redaction Assistant ✔✔ Axon Performance ✔✔ Axon Records ✔✔ 3RD Party Video Playback ✔✔ Use of Force Reporting ✔✔ Interview Room ✔✔ Virtual Reality ✔ Auto Transcription ✔ Unlimited 3rd Party Storage ✔Page 4 of 79A4.Page 195 of 589 Fleet 1 with TAP Fleet with Advanced Fleet Hardware 45 Fleet 1 45 Fleet 3 Front & Interior Camera ✔✔ Unlimited Axon Storage ✔✔ Full 5 Year Warranty ✔✔ Axon White Glove Install ✔✔ Upgrade Fleet HW Year 5 ✔✔ ALPR ✔ Live Streaming ✔ 45 In-Car CamerasPage 5 of 79A4.Page 196 of 589 Proposed Annual Payment 1/26/22 Bundled Program Option 1 Full Tech Program Option 2 BWC/TASER Annual $380,150.00 $452,150.00 Includes Virtual Reality, Auto-Transcription, & Unlimited 3rd Party Storage In-Car Annual $79,213.68 $79,213.68 Interview Room Annual $9,177.60 $9,177.60 Air Annual $7,512.00 $7,512.00 Standards Annual $7,600.00 $7,600.00 Annual Total $483,653.28 $555,653.28 Grand Total $2,443,264.40 Includes one-time hardware for drones $2,803,264.40 Includes one-time hardware for drones *Does not factor in TASER trade-in or other negotiated discounts.Page 6 of 79A4.Page 197 of 589 Proposed Annual Payment 2/16/22 Bundled Program #1 Full Tech Program #2 BWC/TASER Annual $380,150.00 $420,266.88 Includes Virtual Reality, Auto-Transcription, & Unlimited 3rd Party Storage In-Car Annual $79,213.68 $63,221.52 Interview Room Annual $9,177.60 $0 Air Annual $7,512.00 $7,512.00 Drone –One Time Payment $24,998.00 $24,998.00 Standards Annual $7,600.00 $4,000.00 Annual Total $483,653.28 $495,000.40 Grand Total $2,443,264.40 Includes one-time hardware for drones $2,500,000.00 Includes one-time hardware for dronesPage 7 of 79A4.Page 198 of 589 Savings Through Contract Credit, Bundling, & Partnership Discounts Further breakdown of savings Contract credit: $114,292.79 Bundle Savings: $941,609.43 Partnership Discounts: $494,766.75Page 8 of 79A4.Page 199 of 589 1 Q-362892-44613.581JB Q-362892-44613.581JB Issued: 02/21/2022 Quote Expiration: 03/31/2022 EST Contract Start Date: 05/01/2022 Account Number: 157469 Payment Terms: N30 Delivery Method: Fedex - Ground SHIP TO BILL TO SALES REPRESENTATIVE PRIMARY CONTACT Business;Delivery;Invoice-1454 Elmwood Ave Evanston Police Dept. - IL Julie Bosack 1454 Elmwood Ave 1454 Elmwood Ave Phone: 312-576-2829 Phone: (847) 866-5041 Evanston, IL 60201-4333 Evanston, IL 60201-4333 Email: jbosack@axon.com Email: jwright@cityofevanston.org USA USA Fax: Fax: (847) 864-6090 Email: Program Length 60 Months Bundle Savings $941,609.43 TOTAL COST $2,500,000.00 Additional Savings $609,059.54 ESTIMATED TOTAL W/ TAX $2,500,000.00 TOTAL SAVINGS $1,550,668.97 PAYMENT PLAN PLAN NAME INVOICE DATE AMOUNT DUE Year 1 Apr, 2022 $311,000.00 Year 2 Apr, 2023 $464,000.00 Year 3 Apr, 2024 $575,000.00 Year 4 Apr, 2025 $575,000.00 Year 5 Apr, 2026 $575,000.00 Axon Enterprise, Inc. 17800 N 85th St. Scottsdale, Arizona 85255 United States VAT: 86-0741227 Domestic: (800) 978-2737 International: +1.800.978.2737Page 9 of 79A4.Page 200 of 589 2 Q-362892-44613.581JB Quote Details Bundle Summary Item Description QTY 2022OSP7+Premium 2022 - OFFICER SAFETY PLAN 7 PLUS Premium 150 AB3C AB3 Camera Bundle 150 AB3MBD AB3 Multi Bay Dock Bundle 19 DynamicBundle Dynamic Bundle 1 DynamicBundle Dynamic Bundle 1 DynamicBundle Dynamic Bundle 45 Fleet3A Fleet 3 Advanced 45 Bundle: 2022 - OFFICER SAFETY PLAN 7 PLUS Premium Quantity: 150 Start: 5/1/2022 End: 4/30/2027 Total: 2081584.41 USD Category Item Description QTY List Unit Price Net Unit Price Total(USD) Holsters 20160 TASER 7 HOLSTER - SAFARILAND, RH+CART CARRIER 132 $84.24 $61.61 $8,132.82 Holsters 20161 TASER 7 HOLSTER - SAFARILAND, LH+CART CARRIER 18 $84.24 $61.61 $1,109.02 HALT Suit 20050 HOOK-AND-LOOP TRAINING (HALT) SUIT 3 $789.75 $577.62 $1,732.85 Handle License 20248 TASER 7 EVIDENCE.COM LICENSE 150 $5.00 $3.66 $32,912.54 Live Cartridges 22175 TASER 7 LIVE CARTRIDGE, STANDOFF (3.5-DEGREE) NS 450 $38.95 $28.49 $12,819.44 Live Cartridges 22176 TASER 7 LIVE CARTRIDGE, CLOSE QUARTERS (12- DEGREE) NS 450 $38.95 $28.49 $12,819.44 Handles 20008 TASER 7 HANDLE, YLW, HIGH VISIBILITY (GREEN LASER), CLASS 3R 150 $1,810.00 $1,023.00 $153,449.48 Inert Cartridges 22179 TASER 7 INERT CARTRIDGE, STANDOFF (3.5-DEGREE) NS 50 $50.23 $36.74 $1,836.89 Inert Cartridges 22181 TASER 7 INERT CARTRIDGE, CLOSE QUARTERS (12- DEGREE) NS 50 $50.23 $36.74 $1,836.89 Admin License 20248 TASER 7 EVIDENCE.COM LICENSE 2 $5.00 $3.66 $438.83 Taser 7 Target 80087 TASER 7 TARGET, CONDUCTIVE, PROFESSIONAL (RUGGEDIZED)2 $157.95 $115.52 $231.05 Spare Handles 20008 TASER 7 HANDLE, YLW, HIGH VISIBILITY (GREEN LASER), CLASS 3R 5 $1,810.00 $1,323.82 $6,619.08 Taser 7 Target Frame 80090 TARGET FRAME, PROFESSIONAL, 27.5 IN. X 75 IN., TASER 7 2 $78.98 $57.77 $115.53Page 10 of 79A4.Page 201 of 589 3 Q-362892-44613.581JB Training Live Cartridges 22175 TASER 7 LIVE CARTRIDGE, STANDOFF (3.5-DEGREE) NS 300 $38.95 $28.49 $8,546.29 Training Live Cartridges 22175 TASER 7 LIVE CARTRIDGE, STANDOFF (3.5-DEGREE) NS 300 $38.95 $28.49 $8,546.29 Training Live Cartridges 22175 TASER 7 LIVE CARTRIDGE, STANDOFF (3.5-DEGREE) NS 300 $38.95 $28.49 $8,546.29 Training Live Cartridges 22175 TASER 7 LIVE CARTRIDGE, STANDOFF (3.5-DEGREE) NS 300 $38.95 $28.49 $8,546.29 Training Live Cartridges 22175 TASER 7 LIVE CARTRIDGE, STANDOFF (3.5-DEGREE) NS 300 $38.95 $28.49 $8,546.29 Training Live Cartridges 22176 TASER 7 LIVE CARTRIDGE, CLOSE QUARTERS (12- DEGREE) NS 300 $38.95 $28.49 $8,546.29 Training Live Cartridges 22176 TASER 7 LIVE CARTRIDGE, CLOSE QUARTERS (12- DEGREE) NS 300 $38.95 $28.49 $8,546.29 Training Live Cartridges 22176 TASER 7 LIVE CARTRIDGE, CLOSE QUARTERS (12- DEGREE) NS 300 $38.95 $28.49 $8,546.29 Training Live Cartridges 22176 TASER 7 LIVE CARTRIDGE, CLOSE QUARTERS (12- DEGREE) NS 300 $38.95 $28.49 $8,546.29 Training Live Cartridges 22176 TASER 7 LIVE CARTRIDGE, CLOSE QUARTERS (12- DEGREE) NS 300 $38.95 $28.49 $8,546.29 Batteries 20018 TASER 7 BATTERY PACK, TACTICAL 180 $90.56 $66.23 $11,922.24 Master Instructor Course Vouchers 20119 TASER 7 MASTER INSTRUCTOR SCHOOL VOUCHER 1 $1,495.00 $1,093.43 $1,093.43 Master Instructor Course Vouchers 20119 TASER 7 MASTER INSTRUCTOR SCHOOL VOUCHER 1 $1,495.00 $1,093.43 $1,093.43 Master Instructor Course Vouchers 20119 TASER 7 MASTER INSTRUCTOR SCHOOL VOUCHER 1 $1,495.00 $1,093.43 $1,093.43 Master Instructor Course Vouchers 20119 TASER 7 MASTER INSTRUCTOR SCHOOL VOUCHER 1 $1,495.00 $1,093.43 $1,093.43 Master Instructor Course Vouchers 20119 TASER 7 MASTER INSTRUCTOR SCHOOL VOUCHER 1 $1,495.00 $1,093.43 $1,093.43 Training Halt Cartridges 22177 TASER 7 HOOK-AND-LOOP TRN (HALT) CARTRIDGE, STANDOFF NS 300 $38.95 $28.49 $8,546.29 Training Halt Cartridges 22177 TASER 7 HOOK-AND-LOOP TRN (HALT) CARTRIDGE, STANDOFF NS 300 $38.95 $28.49 $8,546.29 Training Halt Cartridges 22178 TASER 7 HOOK-AND-LOOP TRN (HALT) CARTRIDGE, CLOSE QUART NS 300 $38.95 $28.49 $8,546.29 Training Halt Cartridges 22178 TASER 7 HOOK-AND-LOOP TRN (HALT) CARTRIDGE, CLOSE QUART NS 300 $38.95 $28.49 $8,546.29 Instructor Course Vouchers 20120 TASER 7 INSTRUCTOR COURSE VOUCHER 2 $375.00 $274.27 $548.54 Instructor Course Vouchers 20120 TASER 7 INSTRUCTOR COURSE VOUCHER 2 $375.00 $274.27 $548.54Page 11 of 79A4.Page 202 of 589 4 Q-362892-44613.581JB Instructor Course Vouchers 20120 TASER 7 INSTRUCTOR COURSE VOUCHER 2 $375.00 $274.27 $548.54 Instructor Course Vouchers 20120 TASER 7 INSTRUCTOR COURSE VOUCHER 2 $375.00 $274.27 $548.54 Instructor Course Vouchers 20120 TASER 7 INSTRUCTOR COURSE VOUCHER 2 $375.00 $274.27 $548.54 Docks 74200 TASER 7 6-BAY DOCK AND CORE 2 $1,500.00 $1,097.08 $2,194.17 Dock Mount 70033 WALL MOUNT BRACKET, ASSY, EVIDENCE.COM DOCK 2 $43.90 $32.11 $64.22 Dock Power Cord 71019 NORTH AMER POWER CORD FOR AB3 8-BAY, AB2 1- BAY / 6-BAY DOCK 2 $10.45 $7.64 $15.29 Duty Cartridge Replenishment Program 20246 TASER 7 DUTY CARTRIDGE REPLACEMENT LICENSE 150 $2.50 $1.83 $16,456.27 E.com License 73746 PROFESSIONAL EVIDENCE.COM LICENSE 150 $39.00 $15.83 $142,425.04 Viewer License 73687 EVIDENCE.COM VIEWER LICENSE 1 $5.00 $3.66 $219.42 Respond Plus 73680 RESPOND DEVICE PLUS LICENSE-150 $19.00 $13.90 $125,067.66 Records 73681 AXON RECORDS FULL 150 $29.00 $21.21 $190,892.75 Citizen 73618 CITIZEN FOR COMMUNITIES USER LICENSE 150 $9.00 $6.58 $59,242.58 Redaction 73478 REDACTION ASSISTANT USER LICENSE 150 $9.00 $6.58 $59,242.58 Performance 73739 PERFORMANCE LICENSE 150 $9.00 $6.58 $59,242.58 Auto Tagging 73682 AUTO TAGGING LICENSE 150 $9.00 $6.58 $59,242.58 Virtual Reality 20370 FULL VR TASER 7 ADD-ON USER ACCESS 150 $17.50 $12.80 $115,193.90 On-Demand Transcription 85760 Auto-Transcribe Unlimited Service 150 $20.00 $14.63 $131,650.17 3rd Party Video 11642 THIRD-PARTY VIDEO SUPPORT LICENSE 150 $9.00 $6.58 $59,242.58 Inactive Channel 80223 INACTIVE CHANNEL LICENSE 1 $5,000.00 $3,656.95 $18,284.75 E.com Channel 80190 Evidence.com Channel Services 1 $5,000.00 $3,656.95 $3,656.95 Auto Tagging Implementation 79999 AUTO TAGGING / PERFORMANCE IMPLEMENTATION SERVICE 1 $0.00 $0.00 $0.00 VR Headset & Warranty 20378 HTC FOCUS 3 VR HEADSET 6 $1,800.00 $1,316.50 $7,899.01 VR Headset Refresh 20373 VIRTUAL REALITY HEADSET REFRESH ONE 6 $1,938.05 $1,417.47 $8,504.82 VR Tablet Refresh 100210 VIRTUAL REALITY TABLET REFRESH ONE 2 $1,076.70 $787.49 $1,574.97 Signal Sidearm Kit 75015 SIGNAL SIDEARM KIT 150 $249.00 $182.12 $27,317.41 Signal Sidearm Batteries 71044 BATTERY, SIGNAL SIDEARM, CR2430 SINGLE PACK 300 $1.00 $0.73 $219.42 Camera Warranty 80464 EXT WARRANTY, CAMERA (TAP)150 $11.67 $8.54 $76,817.87 Spare Camera Warranty 80464 EXT WARRANTY, CAMERA (TAP)5 $11.67 $8.54 $2,560.60 Camera Refresh 1 with Spares 73309 AXON CAMERA REFRESH ONE 155 $755.00 $552.20 $85,590.90 Camera Refresh 2 with Spares 73310 AXON CAMERA REFRESH TWO 155 $790.00 $577.80 $89,558.69 Multi Bay Warranty 80465 EXT WARRANTY, MULTI-BAY DOCK (TAP)19 $21.00 $15.36 $17,509.47 Multi-bay Dock Refresh 1 73689 MULTI-BAY BWC DOCK 1ST REFRESH 19 $1,610.00 $1,177.54 $22,373.22 Multi-bay Dock Refresh 2 73688 MULTI-BAY BWC DOCK 2ND REFRESH 19 $1,685.00 $1,232.39 $23,415.45 Other 80395 EXT WARRANTY, TASER 7 HANDLE 150 $6.58 $4.81 $35,372.21 Other 80395 EXT WARRANTY, TASER 7 HANDLE 5 $6.58 $4.81 $1,179.07 Other 80374 EXT WARRANTY, TASER 7 BATTERY PACK 180 $0.44 $0.32 $2,838.38 Other 80396 EXT WARRANTY, TASER 7 SIX BAY DOCK 2 $6.58 $4.81 $471.63Page 12 of 79A4.Page 203 of 589 5 Q-362892-44613.581JB Storage 73686 EVIDENCE.COM UNLIMITED AXON DEVICE STORAGE 150 $24.00 $17.55 $157,980.20 3rd Party Storage 100165 UNLIMITED 3RD-PARTY STORAGE 150 $15.00 $10.97 $98,737.63 Controller Case 20188 VR CONTROLLER KIT PELICAN CASE 2 $200.00 $146.28 $292.56 Controller 20298 VR-ENABLED GLOCK 17 CONTROLLER 2 $750.00 $548.54 $1,097.08 Tablet 20296 SAMSUNG S7+ TABLET FOR VR SIMULATOR 2 $1,000.00 $731.39 $1,462.78 Tablet Case 20297 SAMSUNG S7+ TABLET CASE FOR VR SIMULATOR 2 $60.00 $43.88 $87.77 Standoff Cartridges 22196 TASER 7 VR CARTRIDGE, STANDOFF (3.5-DEGREE)4 $90.00 $65.83 $263.30 CQ Cartridges 22197 TASER 7 VR CARTRIDGE, CLOSE-QUARTERS (12- DEGREE)4 $90.00 $65.83 $263.30 Warranty 100198 AXON VR CONTROLLER KIT - WARRANTY 2 $6.23 $4.56 $546.79 Other 100197 HTC FOCUS 3 VR HEADSET - WARRANTY 6 $5.63 $4.12 $1,482.38 Bundle: AB3 Camera Bundle Quantity: 150 Start: 5/1/2022 End: 4/30/2027 Total: 0 USD Category Item Description QTY List Unit Price Net Unit Price Total(USD) Camera 73202 AXON BODY 3 - NA10 - US - BLK - RAPIDLOCK 150 $699.00 $0.00 $0.00 Spare Camera 73202 AXON BODY 3 - NA10 - US - BLK - RAPIDLOCK 5 $0.00 $0.00 $0.00 Bundle: AB3 Multi Bay Dock Bundle Quantity: 19 Start: 5/1/2022 End: 4/30/2027 Total: 0 USD Category Item Description QTY List Unit Price Net Unit Price Total(USD) Dock 74210 AXON BODY 3 - 8 BAY DOCK 19 $1,495.00 $0.00 $0.00 Power Cord 71019 NORTH AMER POWER CORD FOR AB3 8-BAY, AB2 1- BAY / 6-BAY DOCK 19 $0.00 $0.00 $0.00 Bundle: Dynamic Bundle Quantity: 1 Start: 5/1/2022 End: 4/30/2027 Total: 0 USD Category Item Description QTY List Unit Price Net Unit Price Total(USD) Other 74062 INTERVIEW ROOM 5 YR EXTENDED WARRANTY 5 $1,297.00 $0.00 $0.00 Other 50045 INTERVIEW - SOFTWARE - UNLMITED E.COM STORAGE (PER CAMERA)5 $99.00 $0.00 $0.00 Other 50043 INTERVIEW - SOFTWARE - STREAMING SERVER MAINTENANCE (PER SER 2 $29.17 $0.00 $0.00 Other 50039 INTERVIEW - SOFTWARE - CLIENT MAINTENANCE (PER TOUCH PANEL-P 5 $25.00 $0.00 $0.00Page 13 of 79A4.Page 204 of 589 6 Q-362892-44613.581JB Bundle: Dynamic Bundle Quantity: 1 Start: 5/1/2022 End: 4/30/2027 Total: 62558 USD Category Item Description QTY List Unit Price Net Unit Price Total(USD) Other 12122 AXON AIR, MATRICE 300 RTK 1 $13,199.00 $13,199.00 $13,199.00 Other 12128 AXON AIR, ZENMUSE H20T 1 $11,799.00 $11,799.00 $11,799.00 Other 100112 AXON AIR, E.COM PILOT DATA LIC 6 $30.00 $30.00 $10,800.00 Other 12023 AXON AIR, CLASS 2 UAS LICENSE 1 $279.00 $279.00 $16,740.00 Other 12022 AXON AIR, CLASS 1 UAS LICENSE 1 $167.00 $167.00 $10,020.00 Bundle: Dynamic Bundle Quantity: 45 Start: 5/1/2022 End: 2/28/2023 Total: 0 USD Category Item Description QTY List Unit Price Net Unit Price Total(USD) Other 87050 FLEET VIEW XL LICENSE 45 $29.00 $0.00 $0.00 Other 80214 FLEET EVIDENCE.COM UNLIMITED STORAGE 45 $34.00 $0.00 $0.00 Bundle: Fleet 3 Advanced Quantity: 45 Start: 3/1/2023 End: 4/30/2027 Total: 265752.59 USD Category Item Description QTY List Unit Price Net Unit Price Total(USD) Storage 80410 FLEET, EVIDENCE LICENSE, 1 CAMERA STORAGE, LICENSE 90 $17.00 $0.00 $0.00 E.com License 80400 FLEET, VEHICLE LICENSE, LICENSE 45 $20.00 $9.05 $20,361.93 ALPR License 80401 FLEET 3, ALPR LICENSE, 1 CAMERA, LICENSE 45 $49.00 $39.09 $87,962.42 Respond License 80402 RESPOND DEVICE LICENSE - FLEET 3 - LICENSE 45 $15.00 $11.97 $26,927.27 Camera Kit & Warranty 72036 FLEET 3 STANDARD 2 CAMERA KIT 45 $2,405.00 $0.00 $0.00 Vehicle Installation 73391 FLEET 3 NEW INSTALLATION (PER VEHICLE)45 $1,200.00 $132.31 $5,953.95 Camera Refresh 72040 FLEET REFRESH, 2 CAMERA KIT 45 $2,710.00 $2,162.16 $97,297.21 Axon Signal Unit 70112 AXON SIGNAL UNIT 45 $279.00 $222.60 $10,016.95 Other 70117 AXON SIGNAL UNIT, CABLE ASSEMBLY 45 $25.00 $13.82 $621.70 Spare Camera Kit & Warranty 72036 FLEET 3 STANDARD 2 CAMERA KIT 1 $2,405.00 $0.00 $0.00 Spare Camera Refresh 72040 FLEET REFRESH, 2 CAMERA KIT 1 $2,710.00 $2,162.16 $2,162.16 Other 80495 EXT WARRANTY, FLEET 3, 2 CAMERA KIT 45 $8.96 $7.15 $12,545.95 Other 80379 EXT WARRANTY, FLEET 2 SIGNAL UNIT 45 $1.16 $0.93 $1,624.25 Other 80495 EXT WARRANTY, FLEET 3, 2 CAMERA KIT 1 $8.96 $7.15 $278.80 INDIVIDUAL ITEMS Category Item Description QTY List Unit Price Net Unit Price Total(USD)Page 14 of 79A4.Page 205 of 589 7 Q-362892-44613.581JB Other 80462 FLEET 3 ADVANCED BUNDLE WITH TAP TRUE UP 45 $108.00 $108.00 $48,600.00 Other 73893 STANDARDS LICENSE, NON-SWORN 20 $20.00 $0.00 $0.00 Other 73897 STANDARDS SERVICE, PREMIUM 1 $20,000.00 $20,000.00 $20,000.00 Other 85144 AXON STARTER 1 $2,750.00 $2,750.00 $2,750.00 Other 85168 CEW FULL SERVICE WITH INSTRUCTOR TRAINING 1 $17,000.00 $17,000.00 $17,000.00 Other 80397 EXT WARRANTY, FLEET 2 KIT 45 $6.50 $0.65 $1,755.00 Total:$90,105.00 Tax is estimated based on rates applicable at date of quote and subject to change at time of invoicing. If a tax exemption certificate should be applied, please submit prior to invoicing. Page 15 of 79A4.Page 206 of 589 8 Q-362892-44613.581JB Standard Terms and Conditions Axon Enterprise Inc. Sales Terms and Conditions Axon Master Services and Purchasing Agreement: This Quote is limited to and conditional upon your acceptance of the provisions set forth herein and Axon’s Master Services and Purchasing Agreement (posted at www.axon.com/legal/sales-terms-and-conditions), as well as the attached Statement of Work (SOW) for Axon Fleet and/or Axon Interview Room purchase, if applicable. In the event you and Axon have entered into a prior agreement to govern all future purchases, that agreement shall govern to the extent it includes the products and services being purchased and does not conflict with the Axon Customer Experience Improvement Program Appendix as described below. ACEIP: The Axon Customer Experience Improvement Program Appendix, which includes the sharing of de-identified segments of Agency Content with Axon to develop new products and improve your product experience (posted at www.axon.com/legal/sales-terms-and-conditions), is incorporated herein by reference. By signing below, you agree to the terms of the Axon Customer Experience Improvement Program. Acceptance of Terms: Any purchase order issued in response to this Quote is subject solely to the above referenced terms and conditions. By signing below, you represent that you are lawfully able to enter into contracts. If you are signing on behalf of an entity (including but not limited to the company, municipality, or government agency for whom you work), you represent to Axon that you have legal authority to bind that entity. If you do not have this authority, please do not sign this Quote.Page 16 of 79A4.Page 207 of 589 9 Q-362892-44613.581JB Exceptions to Standard Terms and Conditions Agency has existing contract #63341 (originated via Q-314614) and is terminating that contract upon the new license start date (05/01/2022) of this quote. The parties agree that Axon is granting a refund of $114,292.79 to refund paid, but undelivered services. This discount is based on a ship date range of 4/1/2022- 4/15/2022, resulting in a 5/1/2022 license date. Any change in this date and resulting license start date will result in modification of this discount value which may result in additional fees due to or from Axon. . Pricing contingent on return of 45 Fleet 2 Kits. Page 17 of 79A4.Page 208 of 589 10 Q-362892-44613.581JB \s1\\d1\ Signature Date Signed 2/21/2022Page 18 of 79A4.Page 209 of 589 Master Services and Purchasing Agreement between Axon and Agency Title: Master Services and Purchasing Agreement between Axon and Agency Department: Legal Version: 13.0 Release Date: 3/31/2021 Page 1 of 28 This Master Services and Purchasing Agreement (“Agreement”) is between Axon Enterprise, Inc., a Delaware corporation (“Axon”), and the agency on the Quote (“Agency”). This Agreement is effective as of the later of the (a) last signature date on this Agreement or (b) signature date on the Quote (“Effective Date”). Axon and Agency are each a “Party” and collectively “Parties”. This Agreement governs Agency’s purchase and use of the Axon Devices and Services detailed in the Quote Appendix (“Quote”). It is the intent of the Parties that this Agreement act as a master agreement governing all subsequent purchases by Agency for the same Axon products and services in the Quote, and all such subsequent quotes accepted by Agency shall be also incorporated into this Agreement by reference as a Quote. The Parties therefore agree as follows: 1 Definitions. “Axon Cloud Services” means Axon’s web services for Axon Evidence, Axon Records, Axon Dispatch, and interactions between Evidence.com and Axon Devices or Axon client software. Axon Cloud Service excludes third-party applications, hardware warranties, and my.evidence.com. “Axon Device” means all hardware provided by Axon under this Agreement. “Quote” means an offer to sell and is only valid for devices and services on the quote at the specified prices. Any terms within Agency’s purchase order in response to a Quote will be void. Orders are subject to prior credit approval. Changes in the deployment estimated ship date may change charges in the Quote. Shipping dates are estimates only. Axon is not responsible for typographical errors in any offer by Axon, and Axon reserves the right to cancel any orders resulting from such errors. “Services” means all services provided by Axon under this Agreement, including software, Axon Cloud Services, and professional services. 2 Term. This Agreement begins on the Effective Date and continues until all subscriptions hereunder have expired or have been terminated (“Term”). All subscriptions including Axon Evidence, Axon Fleet, Officer Safety Plans, Technology Assurance Plans, and TASER 7 plans begin after shipment of the applicable Axon Device. If Axon ships the Axon Device in the first half of the month, the start date is the 1st of the following month. If Axon ships the Axon Device in the second half of the month, the start date is the 15th of the following month. For purchases solely of Axon Evidence subscriptions, the start date is the Effective Date. Each subscription term ends upon completion of the subscription stated in the Quote (“Subscription Term”). Upon completion of the Subscription Term, the Subscription Term will automatically renew for an additional 5 years (“Renewal Term”). For purchase of TASER 7 as a standalone, Axon may increase pricing to its then-current list pricing for any Renewal Term. For all other purchases, Axon may increase pricing on all line items in the Quote up to 3% at the beginning of each year of the Renewal Term. New devices and services may require additional terms. Axon will not authorize services until Axon receives a signed Quote or accepts a purchase order, whichever is first. 3 Payment. Axon invoices upon shipment. Payment is due net 30 days from the invoice date. Payment obligations are non-cancelable. Agency will pay invoices without setoff, deduction, or withholding. If Axon sends a past due account to collections, Agency is responsible for collection and attorneys’ fees. 4 Taxes. Agency is responsible for sales and other taxes associated with the order unless Agency provides Axon a valid tax exemption certificate. 5 Shipping. Axon may make partial shipments and ship Axon Devices from multiple locations. All shipments are FOB shipping point via common carrier. Title and risk of loss pass to Agency upon Axon’s delivery to the common carrier. Agency is responsible for any shipping charges in the Quote. 6 Returns. All sales are final. Axon does not allow refunds or exchanges, except warranty returns or as provided by state or federal law. DocuSign Envelope ID: E5DBDEE0-8754-421E-ACB5-50544B61110D Page 19 of 79 A4.Page 210 of 589 Master Services and Purchasing Agreement between Axon and Agency Title: Master Services and Purchasing Agreement between Axon and Agency Department: Legal Version: 13.0 Release Date: 3/31/2021 Page 2 of 28 7 Warranty. 7.1 Hardware Limited Warranty. Axon warrants that Axon-manufactured Devices are free from defects in workmanship and materials for 1 year from the date of Agency’s receipt, except Signal Sidearm, which Axon warrants for 30 months from the date of Agency’s receipt. Axon warrants its Axon-manufactured accessories for 90-days from the date of Agency’s receipt. Used conducted energy weapon (“CEW”) cartridges are deemed to have operated properly. Extended warranties run from the expiration of the 1-year hardware warranty through the extended warranty term. Non- Axon manufactured Devices are not covered by Axon’s warranty. Agency should contact the manufacturer for support of non-Axon manufactured Devices. 7.2 Claims. If Axon receives a valid warranty claim for an Axon manufactured Device during the warranty term, Axon’s sole responsibility is to repair or replace the Device with the same or like Device, at Axon’s option. A replacement Axon Device will be new or like new. Axon will warrant the replacement Axon Device for the longer of (a) the remaining warranty of the original Axon Device or (b) 90-days from the date of repair or replacement. If Agency exchanges a device or part, the replacement item becomes Agency’s property, and the replaced item becomes Axon’s property. Before delivering a Axon Device for service, Agency must upload Axon Device data to Axon Evidence or download it and retain a copy. Axon is not responsible for any loss of software, data, or other information contained in storage media or any part of the Axon Device sent to Axon for service. 7.3 Spare Axon Devices. For qualified purchases, Axon may provide Agency a predetermined number of spare Axon Devices as detailed in the Quote (“Spare Axon Devices”). Spare Axon Devices are intended to replace broken or non-functioning units while Agency submits the broken or non- functioning units, through Axon’s warranty return process. Axon will repair or replace the unit with a replacement Axon Device. Title and risk of loss for all Spare Axon Devices shall pass to Agency in accordance with shipping terms under Section 5. Axon assumes no liability or obligation in the event Agency does not utilize Spare Axon Devices for the intended purpose. 7.4 Limitations. Axon’s warranty excludes damage related to: (a) failure to follow Axon Device use instructions; (b) Axon Devices used with equipment not manufactured or recommended by Axon; (c) abuse, misuse, or intentional damage to Axon Device; (d) force majeure; (e) Axon Devices repaired or modified by persons other than Axon without Axon’s written permission; or (f) Axon Devices with a defaced or removed serial number. 7.4.1 To the extent permitted by law, the above warranties and remedies are exclusive. Axon disclaims all other warranties, remedies, and conditions, whether oral, written, statutory, or implied. If statutory or implied warranties cannot be lawfully disclaimed, then such warranties are limited to the duration of the warranty described above and by the provisions in this Agreement. 7.4.2 Axon’s cumulative liability to any Party for any loss or damage resulting from any claim, demand, or action arising out of or relating to any Axon Device or Service will not exceed the purchase price paid to Axon for the Axon Device, or if for Services, the amount paid for such Services over the 12 months preceding the claim. Neither Party will be liable for direct, special, indirect, incidental, punitive or consequential damages, however caused, whether for breach of warranty or contract, negligence, strict liability, tort or any other legal theory. 8 Statement of Work. Certain Axon Devices and Services, including Axon Interview Room, Axon Channel Services, and Axon Fleet, may require a Statement of Work that details Axon’s Service deliverables (“SOW”). In the event Axon provides an SOW to Agency, Axon is only responsible to perform Services described in the SOW. Additional services are out of scope. The Parties must document scope changes in a written and signed change order. Changes may require an equitable adjustment in fees or schedule. The SOW is incorporated into this Agreement by reference. 9 Axon Device Warnings. See www.axon.com/legal for the most current Axon Device warnings. DocuSign Envelope ID: E5DBDEE0-8754-421E-ACB5-50544B61110D Page 20 of 79 A4.Page 211 of 589 Master Services and Purchasing Agreement between Axon and Agency Title: Master Services and Purchasing Agreement between Axon and Agency Department: Legal Version: 13.0 Release Date: 3/31/2021 Page 3 of 28 10 Design Changes. Axon may make design changes to any Axon Device or Service without notifying Agency or making the same change to Axon Devices and Services previously purchased by Agency. 11 Bundled Offerings. Some offerings in bundled offerings may not be generally available at the time of Agency’s purchase. Axon will not provide a refund, credit, or additional discount beyond what is in the Quote due to a delay of availability or Agency’s election not to utilize any portion of an Axon bundle. 12 Insurance. Axon will maintain General Liability, Workers’ Compensation, and Automobile Liability insurance. Upon request, Axon will supply certificates of insurance. 13 Indemnification. Axon will indemnify Agency’s officers, directors, and employees (“Agency Indemnitees”) against all claims, demands, losses, and reasonable expenses arising out of a third-party claim against an Agency Indemnitee resulting from any negligent act, error or omission, or willful misconduct by Axon under this Agreement, except to the extent of Agency’s negligence or willful misconduct, or claims under workers compensation. 14 IP Rights. Axon owns and reserves all right, title, and interest in Axon devices and services and suggestions to Axon, including all related intellectual property rights . Agency will not cause any Axon proprietary rights to be violated. 15 IP Indemnification. Axon will indemnify Agency Indemnitees against all claims, losses, and reasonable expenses from any third-party claim alleging that the use of Axon Devices or Services infringes or misappropriates the third-party’s intellectual property rights. Agency must promptly provide Axon with written notice of such claim, tender to Axon the defense or settlement of such claim at Axon’s expense and cooperate fully with Axon in the defense or settlement of such claim. Axon’s IP indemnification obligations do not apply to claims based on (a) modification of Axon Devices or Services by Agency or a third-party not approved by Axon; (b) use of Axon Devices and Services in combination with hardware or services not approved by Axon; (c) use of Axon Devices and Services other than as permitted in this Agreement; or (d) use of Axon software that is not the most current release provided by Axon. 16 Agency Responsibilities. Agency is responsible for (a) Agency’s use of Axon Devices; (b) breach of this Agreement or violation of applicable law by Agency or an Agency end user; and (c) a dispute between Agency and a third-party over Agency’s use of Axon Devices. 17 Termination. 17.1 For Breach. A Party may terminate this Agreement for cause if it provides 30 days written notice of the breach to the other Party, and the breach remains uncured at the end of 30 days. If Agency terminates this Agreement due to Axon’s uncured breach, Axon will refund prepaid amounts on a prorated basis based on the effective date of termination. 17.2 By Agency. If sufficient funds are not appropriated or otherwise legally available to pay the fees, Agency may terminate this Agreement. Agency will deliver notice of termination under this section as soon as reasonably practicable. Additionally, Agency shall have the right to terminate for its convenience upon 30 days’ written notice to Axon. 17.3 Effect of Termination. Upon termination of this Agreement, Agency rights immediately terminate. Agency remains responsible for all fees incurred before the effective date of termination. If Agency purchases Axon Devices for less than the manufacturer’s suggested retail price (“MSRP”) and this Agreement terminates before the end of the Term, Axon will invoice Agency the difference between the MSRP for Axon Devices received, including any Spare Axon Devices, and amounts paid towards those Axon Devices. Only if terminating for non-appropriation, Agency may return Axon Devices to Axon within 30 days of termination. MSRP is the standalone price of the individual Axon Device at the time of sale. For bundled Axon Devices, MSRP is the standalone price of all individual components. 18 Confidentiality. “Confidential Information” means nonpublic information designated as confidential or, DocuSign Envelope ID: E5DBDEE0-8754-421E-ACB5-50544B61110D Page 21 of 79 A4.Page 212 of 589 Master Services and Purchasing Agreement between Axon and Agency Title: Master Services and Purchasing Agreement between Axon and Agency Department: Legal Version: 13.0 Release Date: 3/31/2021 Page 4 of 28 given the nature of the information or circumstances surrounding disclosure, should reasonably be understood to be confidential. Each Party will take reasonable measures to avoid disclosure, dissemination, or unauthorized use of the other Party’s Confidential Information. Unless required by law, neither Party will disclose the other Party’s Confidential Information during the Term and for 5-years thereafter. Axon pricing is Confidential Information and competition sensitive. I f Agency is required by law to disclose Axon pricing, to the extent allowed by law, Agency will provide notice to Axon before disclosure. Axon may publicly announce information related to this Agreement. 19 General. 19.1 Force Majeure. Neither Party will be liable for any delay or failure to perform due to a cause beyond a Party’s reasonable control. 19.2 Independent Contractors. The Parties are independent contractors. Neither Party has the authority to bind the other. This Agreement does not create a partnership, franchise, joint venture, agency, fiduciary, or employment relationship between the Parties. 19.3 Third-Party Beneficiaries. There are no third-party beneficiaries under this Agreement. 19.4 Non-Discrimination. Neither Party nor its employees will discriminate against any person based on race; religion; creed; color; sex; gender identity and expression; pregnancy; childbirth; breastfeeding; medical conditions related to pregnancy, childbirth, or breastfeeding; sexual orientation; marital status; age; national origin; ancestry; genetic information; disability; veteran status; or any class protected by local, state, or federal law. 19.5 Export Compliance. Each Party will comply with all import and export control laws and regulations. 19.6 Assignment. Neither Party may assign this Agreement without the other Party’s prior written consent. Axon may assign this Agreement, its rights, or obligations without consent: (a) to an affiliate or subsidiary; or (b) for purposes of financing, merger, acquisition, corporate reorganization, or sale of all or substantially all its assets. This Agreement is binding upon the Parties respective successors and assigns. 19.7 Waiver. No waiver or delay by either Party in exercising any right under this Agreement constitutes a waiver of that right. 19.8 Severability. If a court of competent jurisdiction holds any portion of this Agreement invalid or unenforceable, the remaining portions of this Agreement will remain in effect. 19.9 Survival. The following sections will survive termination: Payment, Warranty, Axon Device Warnings, Indemnification, IP Rights, and Agency Responsibilities. 19.10 Governing Law. The laws of the state where Agency is physically located, without reference to conflict of law rules, govern this Agreement and any dispute arising from it. The United Nations Convention for the International Sale of Goods does not apply to this Agreement. 19.11 Notices. All notices must be in English. Notices posted on Agency’s Axon Evidence site are effective upon posting. Notices by email are effective on the sent date of the email. Notices by personal delivery are effective immediately. Contact information for notices: Axon: Axon Enterprise, Inc. Agency: Evanston Police Department Attn: Legal Attn: 17800 N. 85th Street Street Address: 1454 Elmwood Ave Scottsdale, Arizona 85255 City, State, Zip: Evanston, IL 60201 legal@axon.com Email: 19.12 Entire Agreement. This Agreement, including the Appendices and any SOW (s), represents the DocuSign Envelope ID: E5DBDEE0-8754-421E-ACB5-50544B61110D Page 22 of 79 A4.Page 213 of 589 Title: Master Services and Purchasing Agreement between Axon and Agency Department: Legal Version: 13.0 Release Date: 3/31/2021 Page 5 of 28 entire agreement between the Parties. This Agreement supersedes all prior agreements or understandings, whether written or verbal, regarding the subject matter of this Agreement. This Agreement may only be modified or amended in a writing signed by the Parties. Each representative identified below declares they have been expressly authorized to execute this Agreement as of the date of signature. AXON: AGENCY: Axon Enterprise, Inc. Evanston Police Department Signature: Signature: Name: Name: Title: Title: Date: Date: DocuSign Envelope ID: E5DBDEE0-8754-421E-ACB5-50544B61110D VP, Assoc. General Counsel 2/23/2022 | 2:17 PM MST Robert E Driscoll Page 23 of 79 A4.Page 214 of 589 Master Services and Purchasing Agreement Title: Master Services and Purchasing Agreement between Axon and Agency Department: Legal Version: 13.0 Release Date: 3/31/2021 Page 6 of 28 Axon Cloud Services Terms of Use Appendix 1 Definitions. “Agency Content” is data uploaded into, ingested by, or created in Axon Cloud Services within Agency’s tenant, including media or multimedia uploaded into Axon Cloud Services by Agency. Agency Content includes Evidence but excludes Non-Content Data. “Evidence” is media or multimedia uploaded into Axon Evidence as 'evidence' by an Agency. Evidence is a subset of Agency Content. “Non-Content Data” is data, configuration, and usage information about Agency’s Axon Cloud Services tenant, Axon Devices and client software, and users that is transmitted or generated when using Axon Devices. Non-Content Data includes data about users captured during account management and customer support activities. Non-Content Data does not include Agency Content. “Personal Data” means any information relating to an identified or identifiable natural person. An identifiable natural person is one who can be identified, directly or indirectly, in particular by reference to an identifier such as a name, an identification number, location data , an online identifier or to one or more factors specific to the physical, physiological, genetic, mental, economic, cultural or social identity of that natural person. 2 Access. Upon Axon granting Agency a subscription to Axon Cloud Services, Agency may access and use Axon Cloud Services to store and manage Agency Content. Agency may not exceed more end users than the Quote specifies. Axon Air requires an Axon Evidence subscription for each drone operator. For Axon Evidence Lite, Agency may access and use Axon Evidence only to store and manage TASER CEW and TASER CAM data (“TASER Data”). Agency may not upload non- TASER Data to Axon Evidence Lite. 3 Agency Owns Agency Content. Agency controls and owns all right, title, and interest in Agency Content. Except as outlined herein, Axon obtains no interest in Agency Content, and Agency Content is not Axon’s business records. Agency is solely responsible for uploading, sharing, managing, and deleting Agency Content. Axon will only have access to Agency Content for the limited purposes set forth herein. Agency agrees to allow Axon access to Agency Content to (a) perform troubleshooting, maintenance, or diagnostic screenings; and (b) enforce this Agreement or policies governing use of the Axon products. 4 Security. Axon will implement commercially reasonable and appropriate measures to secure Agency Content against accidental or unlawful loss, access or disclosure. Axon will maintain a comprehensive information security program to protect Axon Cloud Services and Agency Content including logical, physical access, vulnerability, risk, and configuration management; incident monitoring and response; encryption of uploaded digital evidence; security education; and data protection. Axon agrees to the Federal Bureau of Investigation Criminal Justice Information Services Security Addendum. 5 Agency Responsibilities. Agency is responsible for (a) ensuring Agency owns Agency Content; (b) ensuring no Agency Content or Agency end user’s use of Agency Content or Axon Cloud Services violates this Agreement or applicable laws; and (c) maintaining necessary computer equipment and Internet connections for use of Axon Cloud Services. If Agency becomes aware of any violation of this Agreement by an end user, Agency will immediately terminate that end user’s access to Axon Cloud Services. Agency will also maintain the security of end user names and passwords and security and access by end users to Agency Content. Agency is responsible for ensuring the configuration and utilization of Axon Cloud Services meet applicable Agency regulation and standards. Agency may not sell, transfer, or sublicense access to any other entity or person. Agency shall contact Axon immediately DocuSign Envelope ID: E5DBDEE0-8754-421E-ACB5-50544B61110D Page 24 of 79 A4.Page 215 of 589 Master Services and Purchasing Agreement Title: Master Services and Purchasing Agreement between Axon and Agency Department: Legal Version: 13.0 Release Date: 3/31/2021 Page 7 of 28 if an unauthorized party may be using Agency’s account or Agency Content, or if account information is lost or stolen. To the extent Agency uses the Axon Cloud Services to interact with YouTube®, such use may be governed by the YouTube Terms of Service, available at https://www.youtube.com/static?template=terms. 6 Privacy. Agency’s use of Axon Cloud Services is subject to the Axon Cloud Services Privacy Policy, a current version of which is available at https://www.axon.com/legal/cloud-services- privacy-policy. Agency agrees to allow Axon access to Non-Content Data from Agency to (a) perform troubleshooting, maintenance, or diagnostic screenings; (b) provide, develop, improve, and support current and future Axon products and related services; and (c) enforce this Agreement or policies governing the use of Axon products. 7 Axon Body 3 Wi-Fi Positioning. Axon Body 3 cameras offer a feature to enhance location services where GPS/GNSS signals may not be available, for instance, within buildings or underground. Agency administrators can manage their choice to use this service within the administrative features of Axon Cloud Services. If Agency chooses to use this service, Axon must also enable the usage of the feature for Agency’s Axon Cloud Services tenant. Agency will not see this option with Axon Cloud Services unless Axon has enabled Wi-Fi Positioning for Agency’s Axon Cloud Services tenant. When Wi-Fi Positioning is enabled by both Axon and Agency, Non-Content and Personal Data will be sent to Skyhook Holdings, Inc. (“Skyhook”) to facilitate the Wi-Fi Positioning functionality. Data controlled by Skyhook is outside the scope of the Axon Cloud Services Privacy Policy and is subject to the Skyhook Services Privacy Policy. 8 Storage. For Axon Unlimited Device Storage subscriptions, Agency may store unlimited data in Agency's Axon Evidence account only if data originates from Axon Capture or the applicable Axon Device. Axon may charge Agency additional fees for exceeding purchased storage amounts. Axon may place Agency Content that Agency has not viewed or accessed for 6 months into archival storage. Agency Content in archival storage will not have immediate availability and may take up to 24 hours to access. 9 Location of Storage. Axon may transfer Agency Content to third-party subcontractors for storage. Axon will determine the locations of data centers for storage of Agency Content. For United States agencies, Axon will ensure all Agency Content stored in Axon Cloud Services remains within the United States. Ownership of Agency Content remains with Agency. 10 Suspension. Axon may temporarily suspend Agency’s or any end user’s right to access or use any portion or all of Axon Cloud Services immediately upon notice, if Agency or end user’s use of or registration for Axon Cloud Services may (a) pose a security risk to Axon Cloud Services or any third-party; (b) adversely impact Axon Cloud Services , the systems, or content of any other customer; (c) subject Axon, Axon’s affiliates, or any third-party to liability; or (d) be fraudulent. Agency remains responsible for all fees incurred through suspension. Axon will not delete Agency Content because of suspension, except as specified in this Agreement. 11 Axon Cloud Services Warranty. Axon disclaims any warranties or responsibility for data corruption or errors before Agency uploads data to Axon Cloud Services. 12 Axon Records. Axon Records is the software-as-a-service product that is generally available at the time Agency purchases an OSP 7 bundle. During Agency’s Axon Records Subscription Term, Agency will be entitled to receive Axon’s Update and Upgrade releases on an if-and-when available basis. The Axon Records Subscription Term will end upon the competition of the Axon Records DocuSign Envelope ID: E5DBDEE0-8754-421E-ACB5-50544B61110D Page 25 of 79 A4.Page 216 of 589 Master Services and Purchasing Agreement Title: Master Services and Purchasing Agreement between Axon and Agency Department: Legal Version: 13.0 Release Date: 3/31/2021 Page 8 of 28 Subscription as documented in the Quote, or if purchased as part of an OSP 7 bundle, upon competition of the OSP 7 Term (“Axon Records Subscription”) An “Update” is a generally available release of Axon Records that Axon makes available from time to time. An “Upgrade” includes (i) new versions of Axon Records that enhance features and functionality, as solely determined by Axon; and/or (ii) new versions of Axon Records that provide additional features or perform additional functions. Upgrades exclude new products that Axon introduces and markets as distinct products or applications. New or additional Axon products and applications, as well as any Axon professional services needed to configure Axon Records, are not included. If Agency purchases Axon Records as part of a bundled offering, the Axon Record subscription begins on the later o f the (1) start date of that bundled offering, or (2) date Axon provisions Axon Records to Agency. 13 Axon Cloud Services Restrictions. Agency and Agency end users (including employees, contractors, agents, officers, volunteers, and directors), may not, or may not attempt to: 13.1 copy, modify, tamper with, repair, or create derivative works of any part of Axon Cloud Services; 13.2 reverse engineer, disassemble, or decompile Axon Cloud Services or apply any process to derive any source code included in Axon Cloud Services, or allow others to do the same; 13.3 access or use Axon Cloud Services with the intent to gain unauthorized access, avoid incurring fees or exceeding usage limits or quotas; 13.4 use trade secret information contained in Axon Cloud Services, except as expressly permitted in this Agreement; 13.5 access Axon Cloud Services to build a competitive device or service or copy any features, functions, or graphics of Axon Cloud Services; 13.6 remove, alter, or obscure any confidentiality or proprietary rights notices (including copyright and trademark notices) of Axon’s or Axon’s licensors on or within Axon Cloud Services; or 13.7 use Axon Cloud Services to store or transmit infringing, libelous, or other unlawful or tortious material; to store or transmit material in violation of third-party privacy rights; or to store or transmit malicious code. 14 After Termination. Axon will not delete Agency Content for 90-days following termination. There will be no functionality of Axon Cloud Services during these 90-days other than the ability to retrieve Agency Content. Agency will not incur additional fees if Agency downloads Agency Content from Axon Cloud Services during this time. Axon has no obligation to maintain or provide Agency Content after these 90-days and will thereafter, unless legally prohibited, delete all Agency Content. Upon request, Axon will provide written proof that Axon successfully deleted and fully removed all Agency Content from Axon Cloud Services. 15 Post-Termination Assistance. Axon will provide Agency with the same post-termination data retrieval assistance that Axon generally makes available to all customers. Requests for Axon to provide additional assistance in downloading or transferring Agency Content, including requests for Axon’s data egress service, will result in additional fees and Axon will not warrant or guarantee data integrity or readability in the external system. 16 U.S. Government Rights. If Agency is a U.S. Federal department or using Axon Cloud Services on behalf of a U.S. Federal department, Axon Cloud Services is provided as a “commercial item,” “commercial computer software,” “commercial computer software documentation,” and “technical data”, as defined in the Federal Acquisition Regulation and Defense Federal Acquisition Regulation Supplement. If Agency is using Axon Cloud Services on behalf of the U.S. Government and these terms fail to meet the U.S. Government’s needs or are inconsistent in any respect with federal law, Agency will immediately discontinue use of Axon Cloud Services. DocuSign Envelope ID: E5DBDEE0-8754-421E-ACB5-50544B61110D Page 26 of 79 A4.Page 217 of 589 Master Services and Purchasing Agreement Title: Master Services and Purchasing Agreement between Axon and Agency Department: Legal Version: 13.0 Release Date: 3/31/2021 Page 9 of 28 17 Survival. Upon any termination of this Agreement, the following sections in this Appendix will survive: Agency Owns Agency Content, Storage, Axon Cloud Services Warranty, and Axon Cloud Services Restrictions. DocuSign Envelope ID: E5DBDEE0-8754-421E-ACB5-50544B61110D Page 27 of 79 A4.Page 218 of 589 Master Services and Purchasing Agreement Title: Master Services and Purchasing Agreement between Axon and Agency Department: Legal Version: 13.0 Release Date: 3/31/2021 Page 10 of 28 Axon Customer Experience Improvement Program Appendix 1 Axon Customer Experience Improvement Program (ACEIP). The ACEIP is designed to accelerate Axon’s development of technology, such as building and supporting automated features, to ultimately increase safety within communities and drive efficiency in public safety. To this end, subject to the limitations on Axon as described below, Axon, where allowed by law, may make limited use of Agency Content from all of its customers, to provide, develop, improve, and support current and future Axon products (collectively, “ACEIP Purposes”). However, at all times, Axon will comply with its obligations pursuant to the Axon Cloud Services Terms of Use Appendix to maintain a comprehensive data security program (including compliance with the CJIS Security Policy for Criminal Justice Information), privacy program, and data governance policy, including high industry standards of de-identifying Personal Data, to enforce its security and privacy obligations for the ACEIP. ACEIP has 2 tiers of participation, Tier 1 and Tier 2. By default, Agency will be a participant in ACEIP Tier 1. If Agency does not want to participate in ACEIP Tier 1, Agency can revoke its consent at any time. If Agency wants to participate in Tier 2, as detailed below, Agency can check the ACEIP Tier 2 box below. If Agency does not want to participate in ACEIP Tier 2, Agency should leave box unchecked. At any time, Agency may revoke its consent to ACEIP Tier 1, Tier 2, or both Tiers. 1.1 ACEIP Tier 1. 1.1.1. When Axon uses Agency Content for the ACEIP Purposes, Axon will extract from Agency Content and may store separately copies of certain segments or elements of the Agency Content (collectively, “ACEIP Content”). When extracting ACEIP Content, Axon will use commercially reasonable efforts to aggregate, transform or de-identify Agency Content so that the extracted ACEIP Content is no longer reasonably capable of being associated with, or could reasonably be linked directly or indirectly to a particular individual (“Privacy Preserving Technique(s)”). For illustrative purposes, some examples are described in footnote 11. For clarity, ACEIP Content will still be linked indirectly, with an attribution, to the Agency from which it was extracted. This attribution will be stored separately from the data itself, but is necessary for and will be solely used to enable Axon to identify and delete all ACEIP Content upon Agency request. Once de-identified, ACEIP Content may then be further modified, analyzed, and used to create derivative works. At any time, Agency may revoke the consent granted herein to Axon to access and use Agency Content for ACEIP Purposes. Within 30 days of receiving the Agency’s request, Axon will no longer access or use Agency Content for ACEIP Purposes and will delete any and all ACEIP Content. Axon will also delete any derivative works which may reasonably be capable of being associated with, or could reasonably be linked directly or indirectly to Agency. In addition, if Axon uses Agency Content for the ACEIP Purposes, upon request, Axon will make available to Agency a list of the specific type of Agency Content being used to generate ACEIP Content, the purpose of such use, and the retention, privacy preserving extraction technique, and relevant data protection practices 1 For example; (a) when extracting specific text to improve automated transcription capabilities, text that could be used to directly identify a particular individual would not be extracted, and extracted text would be disassociated from identifying metadata of any speakers, and the extracted text would be split into individual words and aggregated with other data sources (including publicly available data) to remove any reasonable ability to link any specific text directly or indirectly back to a particular individual; (b) when extracting license plate data to improve Automated License Plate Recognition (ALPR) capabilities, individual license plate characters would be extracted and disassociated from each other so a complete plate could no t be reconstituted, and all association to other elements of the source video, such as the vehicle, location, time, and the surrounding environment would also be removed; (c) when extracting audio of potential acoustic events (such as glass breaking or gun shots), very short segments (<1 second) of audio that only contains the likely acoustic events would be extracted and all human utterances would be removed. DocuSign Envelope ID: E5DBDEE0-8754-421E-ACB5-50544B61110D Page 28 of 79 A4.Page 219 of 589 Master Services and Purchasing Agreement Title: Master Services and Purchasing Agreement between Axon and Agency Department: Legal Version: 13.0 Release Date: 3/31/2021 Page 11 of 28 applicable to the Agency Content or ACEIP Content (“Use Case”). From time to time, Axon may develop and deploy new Use Cases. At least 30 days prior to authorizing the deployment of any new Use Case, Axon will provide Agency notice (by updating the list of Use Case at https://www.axon.com/aceip and providing Agency with a mechanism to obtain notice of that update or another commercially reasonable method to Agency designated contact) (“New Use Case”). 1.1.2. Expiration of ACEIP Tier 1. Agency consent granted herein, will expire upon termination of the Agreement. In accordance with section 1.1.1, within 30 days of receiving the Agency’s request, Axon will no longer access or use Agency Content for ACEIP Purposes and will delete ACEIP Content. Axon will also delete any derivative works which may reasonably be capable of being associated with, or could reasonably be linked directly or indirectly to Agency. 1.2 ACEIP Tier 2. In addition to ACEIP Tier 1, if Agency wants to help further improve Axon’s services, Agency may choose to participate in Tier 2 of the ACEIP. ACEIP Tier 2, grants Axon certain additional rights to use Agency Content, in addition to those set forth in Tier 1 above, without the guaranteed deployment of a Privacy Preserving Technique to enable product development, improvement, and support that cannot be accomplished with aggregated, transformed or de-identified data. ☐ Check this box if Agency wants to help further improve Axon’s services by participating in ACEIP Tier 2 in addition to Tier 1. By checking this box, Agency hereby agrees to the Axon Customer Experience Improvement Program Tier 2 Terms of Service, available at https://www.axon.com/sales-terms-and-conditions and incorporated herein by reference. DocuSign Envelope ID: E5DBDEE0-8754-421E-ACB5-50544B61110D Page 29 of 79 A4.Page 220 of 589 Master Services and Purchasing Agreement Title: Master Services and Purchasing Agreement between Axon and Agency Department: Legal Version: 13.0 Release Date: 3/31/2021 Page 12 of 28 Professional Services Appendix 1 Utilization of Services. Agency must use professional services as outlined in the Quote and this Appendix within 6 months of the Effective Date. 2 Body-Worn Camera Full Service (BWC Full Service). BWC Full Service includes advance remote project planning and configuration support and up to 4 consecutive days of on-site service and a professional services manager to work with Agency to assess Agency’s deployment and determine which on-site services are appropriate. If Agency requires more than 4 consecutive on- site days, Agency must purchase additional days. BWC Full Service options include: System set up and configuration Instructor-led setup of Axon View on smartphones (if applicable) Configure categories and custom roles based on Agency need Register cameras to Agency domain Troubleshoot IT issues with Axon Evidence and Axon Dock (“Dock”) access One on-site session included Dock configuration Work with Agency to decide the ideal location of Docks and set configurations on Dock Authenticate Dock with Axon Evidence using admin credentials from Agency On-site assistance, not to include physical mounting of docks Best practice implementation planning session Provide considerations for the establishment of video policy and system operations best practices based on Axon’s observations with other agencies Discuss the importance of entering metadata in the field for organization purposes and other best practice for digital data management Provide referrals of other agencies using the Axon camera devices and Axon Evidence Recommend rollout plan based on review of shift schedules System Admin and troubleshooting training sessions Step-by-step explanation and assistance for Agency’s configuration of security, roles & permissions, categories & retention, and other specific settings for Axon Evidence Axon instructor training (Train the Trainer) Training for Agency’s in-house instructors who can support Agency’s Axon camera and Axon Evidence training needs after Axon has fulfilled its contractual on-site obligations Evidence sharing training Tailored workflow instruction for Investigative Units on sharing Cases and Evidence with local prosecuting agencies End user go-live training and support sessions Assistance with device set up and configuration Training on device use, Axon Evidence, and Evidence Sync Implementation document packet Axon Evidence administrator guides, camera implementation guides, network setup guide, sample policies, and categories & roles guide Post go-live review 3 Body-Worn Camera Starter Service (BWC Starter). BWC Starter includes advance remote project planning and configuration support and one day of on-site Services and a professional services manager to work closely with Agency to assess Agency’s deployment and determine which Services are appropriate. If Agency requires more than 1 day of on-site Services, Agency must purchase additional on-site Services. The BWC Starter options include: DocuSign Envelope ID: E5DBDEE0-8754-421E-ACB5-50544B61110D Page 30 of 79 A4.Page 221 of 589 Master Services and Purchasing Agreement Title: Master Services and Purchasing Agreement between Axon and Agency Department: Legal Version: 13.0 Release Date: 3/31/2021 Page 13 of 28 System set up and configuration (Remote Support) Instructor-led setup of Axon View on smartphones (if applicable) Configure categories & custom roles based on Agency need Troubleshoot IT issues with Axon Evidence and Axon Dock (“Dock”) access Dock configuration Work with Agency to decide the ideal location of Dock setup and set configurations on Dock Authenticate Dock with Axon Evidence using “Administrator” credentials from Agency Does not include physical mounting of docks Axon instructor training (Train the Trainer) Training for Agency’s in-house instructors who can support Agency’s Axon camera and Axon Evidence training needs after Axon’s has fulfilled its contracted on-site obligations End user go-live training and support sessions Assistance with device set up and configuration Training on device use, Axon Evidence, and Evidence Sync Implementation document packet Axon Evidence administrator guides, camera implementation guides, network setup guide, sample policies, and categories & roles guide 4 Body-Worn Camera Virtual 1-Day Service (BWC Virtual). BWC Virtual includes all items in the BWC Starter Service Package, except one day of on-site services. 5 CEW Services Packages. CEW Services Packages are detailed below: System set up and configuration Configure Axon Evidence categories & custom roles based on Agency need. Troubleshoot IT issues with Axon Evidence. Register users and assign roles in Axon Evidence. For the CEW Full Service Package: On-site assistance included For the CEW Starter Package: Virtual assistance included Dedicated Project Manager Assignment of specific Axon representative for all aspects of planning the rollout (Project Manager). Ideally, Project Manager will be assigned to Agency 4–6 weeks before rollout Best practice implementation planning session to include: Provide considerations for the establishment of CEW policy and system operations best practices based on Axon’s observations with other agencies Discuss the importance of entering metadata and best practices for digital data management Provide referrals to other agencies using TASER CEW s and Axon Evidence For the CEW Full Service Package: On-site assistance included For the CEW Starter Package: Virtual assistance included System Admin and troubleshooting training sessions On-site sessions providing a step-by-step explanation and assistance for Agency’s configuration of security, roles & permissions, categories & retention, and other specific settings for Axon Evidence Axon Evidence Instructor training Provide training on the Axon Evidence to educate instructors who can support Agency’s subsequent Axon Evidence training needs. For the CEW Full Service Package: Training for up to 3 individuals at Agency For the CEW Starter Package: Training for up to 1 individual at Agency DocuSign Envelope ID: E5DBDEE0-8754-421E-ACB5-50544B61110D Page 31 of 79 A4.Page 222 of 589 Master Services and Purchasing Agreement Title: Master Services and Purchasing Agreement between Axon and Agency Department: Legal Version: 13.0 Release Date: 3/31/2021 Page 14 of 28 TASER CEW inspection and device assignment Axon’s on-site professional services team will perform functions check on all new TASER CEW Smart weapons and assign them to a user on Axon Evidence. Post go-live review For the CEW Full Service Package: On-site assistance included. For the CEW Starter Package: Virtual assistance included. 6 Smart Weapon Transition Service. The Smart Weapon Transition Service includes: Archival of CEW Firing Logs Axon’s on-site professional services team will upload CEW firing logs to Axon Evidence from all TASER CEW Smart Weapons that Agency is replacing with newer Smart Weapon models. Return of Old Weapons Axon’s on-site professional service team will ship all old weapons back to Axon’s headquarters. Axon will provide Agency with a Certificate of Destruction *Note: CEW Full Service packages for TASER 7 include Smart Weapon Transition Service instead of 1- Day Device Specific Instructor Course. 7 Signal Sidearm Installation Service. If Agency purchases Signal Sidearm Installation Service, Axon will provide one day of on-site Services and one professional services manager and will cover the installation of up 100 Signal Sidearm devices per package purchased. Agency is responsible for providing an appropriate work area and ensuring all holsters that will have Signal Sidearm installed onto them are available on the agreed-upon installation date(s). Installation includes: Removal of existing connection screws that affix a holster to a holster mount Proper placement of the Signal Sidearm Mounting Plate between the holster and the mount Reattachment of the holster to the mount using appropriate screws Functional testing of Signal Sidearm device 8 Out of Scope Services. Axon is only responsible to perform the professional services described in the Quote and this Appendix. Any additional professional services are out of scope. The Parties must document scope changes in a written and signed change order. Changes may require an equitable adjustment in the charges or schedule. 9 Delivery of Services. Axon personnel will work Monday through Friday, 8:30 a.m. to 5:30 p.m., except holidays. Axon will perform all on-site tasks over a consecutive timeframe. Axon will not charge Agency travel time by Axon personnel to Agency premises as work hours. 10 Access Computer Systems to Perform Services. Agency authorizes Axon to access relevant Agency computers and networks, solely for performing the Services. Axon will work to identify as soon as reasonably practicable resources and information Axon expects to use and will provide an initial itemized list to Agency. Agency is responsible for and assumes the risk of any problems, delays, losses, claims, or expenses resulting from the content, accuracy, completeness, and consistency of all data, materials, and information supplied by Agency. 11 Site Preparation. Axon will provide a hardcopy or digital copy of current user documentation for the Axon Devices (“User Documentation”). User Documentation will include all required environmental specifications for the professional Services and Axon Devices to operate per the Axon Device User Documentation. Before installation of Axon Devices (whether performed by Agency or Axon), Agency must prepare the location(s) where Axon Devices are to be installed (“Installation Site”) per the environmental specifications in the Axon Device User Documentation. Following installation, Agency must maintain the Installation Site per the environmental specifications. If Axon modifies Axon Device User Documentation for any Axon Devices under this Agreement, Axon will provide the update to Agency when Axon generally releases it DocuSign Envelope ID: E5DBDEE0-8754-421E-ACB5-50544B61110D Page 32 of 79 A4.Page 223 of 589 Master Services and Purchasing Agreement Title: Master Services and Purchasing Agreement between Axon and Agency Department: Legal Version: 13.0 Release Date: 3/31/2021 Page 15 of 28 12 Acceptance. When Axon completes professional Services, Axon will present an acceptance form (“Acceptance Form”) to Agency. Agency will sign the Acceptance Form acknowledging completion. If Agency reasonably believes Axon did not complete the professional Services in substantial conformance with this Agreement, Agency must notify Axon in writing of the specific reasons for rejection within 7 calendar days from delivery of the Acceptance Form. Axon will address the issues and re-present the Acceptance Form for signature. If Axon does not receive the signed Acceptance Form or written notification of reasons for rejection within 7 calendar days of delivery of the Acceptance Form, Axon will deem Agency to have accepted the professional Services. 13 Agency Network. For work performed by Axon transiting or making use of Agency’s network, Agency is solely responsible for maintenance and functionality of the network. In no event will Axon be liable for loss, damage, or corruption of Agency’s network from any cause. DocuSign Envelope ID: E5DBDEE0-8754-421E-ACB5-50544B61110D Page 33 of 79 A4.Page 224 of 589 Master Services and Purchasing Agreement Title: Master Services and Purchasing Agreement between Axon and Agency Department: Legal Version: 13.0 Release Date: 3/31/2021 Page 16 of 28 Technology Assurance Plan Appendix If Technology Assurance Plan (“TAP”) or a bundle including TAP is on the Quote, this appendix applies. 1 TAP Warranty. The TAP warranty is an extended warranty that starts at the end of the 1-year Hardware Limited Warranty. 2 Officer Safety Plan. If Agency purchases an Officer Safety Plan (“OSP”), Agency will receive the deliverables detailed in the Quote. Agency must accept delivery of the TASER CEW and accessories as soon as available from Axon. 3 OSP 7 Term. OSP 7 begins after Axon ships the Axon Body 3 or TASER 7 hardware to Agency. If Axon ships in the first half of the month, OSP 7 starts the 1st of the following month. If Axon ships in the second half of the month, OSP 7 starts the 15th of the following month (“OSP 7 Term”). 4 TAP BWC Upgrade. If Agency has no outstanding payment obligations and purchased TAP, Axon will provide Agency a new Axon body-worn camera (“BWC Upgrade”) as scheduled in the Quote. If Agency purchased TAP Axon will provide a BWC Upgrade that is the same or like Axon Device, at Axon’s option. Axon makes no guarantee the BWC Upgrade will utilize the same accessories or Axon Dock. 5 TAP Dock Upgrade. If Agency has no outstanding payment obligations and purchased TAP, Axon will provide Agency a new Axon Dock as scheduled in the Quote (“Dock Upgrade”). Accessories associated with any Dock Upgrades are subject to change at Axon discretion. Dock Upgrades will only include a new Axon Dock bay configuration unless a new Axon Dock core is required for BWC compatibility. If Agency originally purchased a single-bay Axon Dock, the Dock Upgrade will be a single-bay Axon Dock model that is the same or like Axon Device, at Axon’s option. If Agency originally purchased a multi-bay Axon Dock, the Dock Upgrade will be a multi-bay Axon Dock that is the same or like Axon Device, at Axon’s option. 6 Upgrade Delay. Axon may ship the BWC and Dock Upgrades as scheduled in the Quote without prior confirmation from Agency unless the Parties agree in writing otherwise at least 90 days in advance. Axon may ship the final BWC and Dock Upgrade as scheduled in the Quote 60 days before the end of the Subscription Term without prior confirmation from Agency. 7 Upgrade Change. If Agency wants to change Axon Device models for the offered BWC or Dock Upgrade, Agency must pay the price difference between the MSRP for the offered BWC or Dock Upgrade and the MSRP for the model desired. If the model Agency desires has an MSRP less than the MSRP of the offered BWC Upgrade or Dock Upgrade, Axon will not provide a refund. The MSRP is the MSRP in effect at the time of the upgrade. 8 Return of Original Axon Device. Within 30 days of receiving a BWC or Dock Upgrade, Agency must return the original Axon Devices to Axon or destroy the Axon Devices and provide a certificate of destruction to Axon including serial numbers for the destroyed Axon Devices. If Agency does not return or destroy the Axon Devices, Axon will deactivate the serial numbers for the Axon Devices received by Agency. 9 Termination. If Agency’s payment for TAP, OSP, or Axon Evidence is more than 30 days past due, Axon may terminate TAP or OSP. Once TAP or OSP terminates for any reason: 9.1 TAP and OSP coverage terminate as of the date of termination and no refunds will be given. 9.2 Axon will not and has no obligation to provide the Upgrade Models. 9.3 Agency must make any missed payments due to the termination before Agency may purchase any future TAP or OSP. DocuSign Envelope ID: E5DBDEE0-8754-421E-ACB5-50544B61110D Page 34 of 79 A4.Page 225 of 589 Master Services and Purchasing Agreement Title: Master Services and Purchasing Agreement between Axon and Agency Department: Legal Version: 13.0 Release Date: 3/31/2021 Page 17 of 28 TASER 7 Appendix This TASER 7 Appendix applies to Agency’s TASER 7, OSP 7, or OSP 7 Plus purchase from Axon. 1 Duty Cartridge Replenishment Plan. If the Quote includes “Duty Cartridge Replenishment Plan”, Agency must purchase the plan for each CEW user. A CEW user includes officers that use a CEW in the line of duty and those that only use a CEW for training. Agency may not resell cartridges received. Axon will only replace cartridges used in the line of duty. 2 Training. If the Quote includes a training voucher, Agency must use the voucher within 1 year of issuance, or the voucher will be void. Axon will issue Agency a voucher annually beginning on the start of the TASER Subscription Term. The voucher has no cash value. Agency cannot exchange it for another device or service. Unless stated in the Quote, the voucher does not include travel expenses and will be Agency’s responsibility. If the Quote includes Axon Online Training or Virtual Reality Content Empathy Development for Autism/Schizophrenia (collectively, “Training Content”), Agency may access Training Content. Axon will deliver all Training Content electronically. 3 Extended Warranty. If the Quote includes an extended warranty, the extended warranty coverage period warranty will be for a 5-year term, which includes the hardware manufacturer’s warranty plus the 4-year extended term. 4 Trade-in. If the Quote contains a discount on CEW -related line items, including items related to OSP, then that discount may only be applied as a trade-in credit, and Agency must return used hardware and accessories associated with the discount (“Trade-In Units”) to Axon. Agency must ship batteries via ground shipping. Axon will pay shipping costs of the return. If Axon does not receive Trade-In Units within the timeframe below, Axon will invoice Agency the value of the trade- in credit. Agency may not destroy Trade-In Units and receive a trade-in credit. Agency Size Days to Return from Start Date of TASER 7 Subscription Less than 100 officers 30 days 100 to 499 officers 90 days 500+ officers 180 days 5 TASER 7 Subscription Term. The TASER 7 Subscription Term for a standalone TASER 7 purchase begins on shipment of the TASER 7 hardware. The TASER 7 Subscription Term for OSP 7 begins on the OSP 7 Start date. 6 Access Rights. Upon Axon granting Agency a TASER 7 Axon Evidence subscription, Agency may access and use Axon Evidence for the storage and management of data from TASER 7 CEW devices during the TASER 7 Subscription Term. Agency may not upload any non-TASER 7 data or any other files to Axon Evidence. Agency may not exceed the number of end users than the Quote specifies. 7 Privacy. Axon will not disclose Agency Content or any information about Agency except as compelled by a court or administrative body or required by any law or regulation. Axon will give notice if any disclosure request is received for Agency Content, so Agency may file an objection with the court or administrative body. 8 Termination. If payment for TASER 7 is more than 30 days past due, Axon may terminate Agency’s TASER 7 plan by notifying Agency. Upon termination for any reason, then as of the date of termination: DocuSign Envelope ID: E5DBDEE0-8754-421E-ACB5-50544B61110D Page 35 of 79 A4.Page 226 of 589 Master Services and Purchasing Agreement Title: Master Services and Purchasing Agreement between Axon and Agency Department: Legal Version: 13.0 Release Date: 3/31/2021 Page 18 of 28 8.1 TASER 7 extended warranties and access to Training Content will terminate. No refunds will be given. 8.2 Axon will invoice Agency the remaining MSRP for TASER 7 products received before termination. If terminating for non-appropriations, Axon will not invoice Agency if Agency returns the CEW, rechargeable battery, holster, dock, core, training suits, and unused cartridges to Axon within 30 days of the date of termination. 8.3 Agency will be responsible for payment of any missed payments due to the termination before being allowed to purchase any future TASER 7 plan. DocuSign Envelope ID: E5DBDEE0-8754-421E-ACB5-50544B61110D Page 36 of 79 A4.Page 227 of 589 Master Services and Purchasing Agreement Title: Master Services and Purchasing Agreement between Axon and Agency Department: Legal Version: 13.0 Release Date: 3/31/2021 Page 19 of 28 Axon Auto-Tagging Appendix 1 Scope. Axon Auto-Tagging consists of the development of a module to allow Axon Evidence to interact with Agency’s Computer-Aided Dispatch (“CAD”) or Records Management Systems (“RMS”). This allows end users to auto-populate Axon video meta-data with a case ID, category, and location- based on data maintained in Agency’s CAD or RMS. 2 Support. For thirty days after completing Auto-Tagging Services, Axon will provide up to 5 hours of remote support at no additional charge. Axon will provide free support due to a change in Axon Evidence, so long as long as Agency maintains an Axon Evidence and Auto-Tagging subscription. Axon will not provide support if a change is required because Agency changes its CAD or RMS. 3 Changes. Axon is only responsible to perform the Services in this Appendix. Any additional Services are out of scope. The Parties must document scope changes in a written and signed change order. Changes may require an equitable adjustment in fees or schedule. 4 Ag ency Responsibilities. Axon’s performance of Auto-Tagging Services requires Agency to: 4.1 Make available relevant systems, including Agency’s current CAD or RMS, for assessment by Axon (including remote access if possible); 4.2 Make required modifications, upgrades or alterations to Agency’s hardware, facilities, systems and networks related to Axon’s performance of Auto-Tagging Services; 4.3 Provide access to the premises where Axon is performing Auto-Tagging Services, subject to Agency safety and security restrictions, and allow Axon to enter and exit the premises with laptops and materials needed to perform Auto-Tagging Services; 4.4 Provide all infrastructure and software information (TCP/IP addresses, node names, network configuration) necessary for Axon to provide Auto-Tagging Services; 4.5 Promptly install and implement any software updates provided by Axon; 4.6 Ensure that all appropriate data backups are performed; 4.7 Provide assistance, participation, and approvals in testing Auto-Tagging Services; 4.8 Provide Axon with remote access to Agency’s Axon Evidence account when required; 4.9 Notify Axon of any network or machine maintenance that may impact the performance of the module at Agency; and 4.10 Ensure reasonable availability of knowledgeable staff and personnel to provide timely, accurate, complete, and up-to-date documentation and information to Axon. 5 Access to Systems. Agency authorizes Axon to access Agency’s relevant computers, network systems, and CAD or RMS solely for performing Auto-Tagging Services. Axon will work diligently to identify as soon as reasonably practicable resources and information Axon expects to use and will provide an initial list to Agency. Agency is responsible for and assumes the risk of any problems, delays, losses, claims, or expenses resulting from the content, accuracy, completeness, and consistency of all data, materials, and information supplied by Agency. DocuSign Envelope ID: E5DBDEE0-8754-421E-ACB5-50544B61110D Page 37 of 79 A4.Page 228 of 589 Master Services and Purchasing Agreement Title: Master Services and Purchasing Agreement between Axon and Agency Department: Legal Version: 13.0 Release Date: 3/31/2021 Page 20 of 28 Axon Fleet Appendix 1 Agency Responsibilities. Agency must ensure its infrastructure and vehicles adhere to the minimum requirements to operate Axon Fleet 2 or Axon Fleet 3 (collectively, “Axon Fleet”) as established by Axon during the qualifier call and on-site assessment at Agency and in any technical qualifying questions. If Agency’s representations are inaccurate, the Quote is subject to change. 2 Cradlepoint. If Agency purchases Cradlepoint Enterprise Cloud Manager, Agency will comply with Cradlepoint’s end user license agreement. The term of the Cradlepoint license may differ from the Axon Evidence Subscription. If Agency requires Cradlepoint support, Agency will contact Cradlepoint directly. 3 Third-party Installer. Axon will not be liable for the failure of Axon Fleet hardware to operate per specifications if such failure results from installation not performed by, or as directed by Axon. 4 Wireless Offload Server. 4.1 License Grant. Axon grants Agency a non-exclusive, royalty-free, worldwide, perpetual license to use Wireless Offload Server (“WOS”). “Use” means storing, loading, installing, or executing WOS solely for data communication with Axon Devices for the number of licenses purchased. The WOS term begins upon the start of the Axon Evidence Subscription. 4.2 Restrictions. Agency may not: (a) modify, alter, tamper with, repair, or create derivative works of WOS; (b) reverse engineer, disassemble, or decompile WOS, apply any process to derive the source code of WOS, or allow others to do so; (c) access or use WOS to avoid incurring fees or exceeding usage limits; (d) copy WOS in whole or part; (e) use trade secret information contained in WOS; (f) resell, rent, loan or sublicense WOS; (g) access WOS to build a competitive device or service or copy any features, functions or graphics of WOS; or (h) remove, alter or obscure any confidentiality or proprietary rights notices (including copyright and trademark notices) of Axon or Axon’s licensors on or within WOS. 4.3 Updates. If Agency purchases WOS maintenance, Axon will make updates and error corrections to WOS (“WOS Updates”) available electronically via the Internet or media as determined by Axon. Agency is responsible for establishing and maintaining adequate Internet access to receive WOS Updates and maintaining computer equipment necessary for use of WOS. The Quote will detail the maintenance term. 4.4 WOS Support. Upon request by Axon, Agency will provide Axon with access to Agency’s store and forward servers solely for troubleshooting and maintenance. 5 Axon Vehicle Software. 5.1 License Grant. Axon grants Agency a non-exclusive, royalty-free, worldwide, perpetual license to use ViewXL or Dashboard (collectively, “Axon Vehicle Software”.) “Use” means storing, loading, installing, or executing Axon Vehicle Software solely for data communication with Axon Devices. The Axon Vehicle Software term begins upon the start of the Axon Evidence Subscription. 5.2 Restrictions. Agency may not: (a) modify, alter, tamper with, repair, or create derivative works of Axon Vehicle Software; (b) reverse engineer, disassemble, or decompile Axon Vehicle Software, apply any process to derive the source code of Axon Vehicle Software, or allow others to do so; (c) access or use Axon Vehicle Software to avoid incurring fees or exceeding usage limits; (d) copy Axon Vehicle Software in whole or part; (e) use trade secret information contained in Axon Vehicle Software; (f) resell, rent, loan or sublicense Axon Vehicle Software; (g) access Axon Vehicle Software to build a competitive device or service or copy any features, functions or graphics of Axon Vehicle Software; or (h) DocuSign Envelope ID: E5DBDEE0-8754-421E-ACB5-50544B61110D Page 38 of 79 A4.Page 229 of 589 Master Services and Purchasing Agreement Title: Master Services and Purchasing Agreement between Axon and Agency Department: Legal Version: 13.0 Release Date: 3/31/2021 Page 21 of 28 remove, alter or obscure any confidentiality or proprietary rights notices (including copyright and trademark notices) of Axon or Axon’s licensors on or within Axon Vehicle Software. 6 Axon Fleet Upgrade. If Agency has no outstanding payment obligations and has purchased the “Fleet Technology Assurance Plan” (Fleet TAP), Axon will provide Agency with the same or like model of Fleet hardware (“Fleet Upgrade”) as schedule on the Quote. If Agency would like to change models for the Axon Fleet Upgrade, Agency must pay the difference between the MSRP for the offered Axon Fleet Upgrade and the MSRP for the model desired. The MSRP is the MSRP in effect at the time of the upgrade. Agency is responsible for the removal of previously installed hardware and installation of the Axon Fleet Up grade. Within 30 days of receiving the Axon Fleet Upgrade, Agency must return the original Axon Devices to Axon or destroy the Axon Devices and provide a certificate of destruction to Axon, including serial numbers of the destroyed Axon Devices. If Agency does not destroy or return the Axon Devices to Axon, Axon will deactivate the serial numbers for the Axon Devices received by Agency. 7 Privacy. Axon will not disclose Agency Content or any information about Agency except as compelled by a court or administrative body or required by any law or regulation. Axon will give notice if any disclosure request is received for Agency Content, so Agency may file an objection with the court or administrative body. 8 Axon Fleet Termination. Axon may terminate Agency’s Fleet subscription for non-payment. Upon any termination: 8.1 Axon Fleet subscription coverage terminates, and no refunds will be given. 8.2 Axon will not and has no obligation to provide the Axon Fleet Upgrade. 8.3 Agency will be responsible for payment of any missed payments due to the termination before being allowed to purchase any future Fleet TAP. DocuSign Envelope ID: E5DBDEE0-8754-421E-ACB5-50544B61110D Page 39 of 79 A4.Page 230 of 589 Master Services and Purchasing Agreement Title: Master Services and Purchasing Agreement between Axon and Agency Department: Legal Version: 13.0 Release Date: 3/31/2021 Page 22 of 28 Axon Respond Appendix This Axon Respond Appendix applies to both Axon Respond and Axon Respond Plus. 1 Axon Respond Subscription Term. If Agency purchases Axon Respond as part of a bundled offering, the Axon Respond subscription begins on the later of the (1) start date of that bundled offering, or (2) date Axon provisions Axon Respond to Agency. If Agency purchases Axon Respond as a standalone, the Axon Respond subscription begins the later of the (1) date Axon provisions Axon Respond to Agency, or (2) first day of the month following the Effective Date. The Axon Respond subscription term will end upon the completion of the Axon Evidence Subscription associated with Axon Respond. 2 Scope of Axon Respond. The scope of Axon Respond is to assist Agency with real-time situational awareness during critical incidents to improve officer safety, effectiveness, and awareness. In the event Agency uses Axon Respond outside this scope, Axon may initiate good- faith discussions with Agency on upgrading Agency’s Axon Respond to better meet Agency’s needs. 3 Axon Body 3 LTE Requirements. Axon Respond is only available and usable with an LTE enabled body-worn camera. Axon is not liable if Agency utilizes the LTE device outside of the coverage area or if the LTE carrier is unavailable. LTE coverage is only available in the United States, including any U.S. territories. Axon may utilize a carrier of Axon’s choice to provide LTE service. Axon may change LTE carriers during the Term without Agency’s consent. 4 Axon Fleet 3 LTE Requirements. Axon Respond is only available and usable with a Fleet 3 system configured with LTE modem and service. Agency is responsible for providing LTE service for the modem. Coverage and availability of LTE service is subject to Agency’s LTE carrier. 5 Axon Respond Service Limitations. Agency acknowledges that LTE service is made available only within the operating range of the networks. Service may be temporarily refused, interrupted, or limited because of: (a) facilities limitations; (b) transmission limitations caused by atmospheric, terrain, other natural or artificial conditions adversely affecting transmission, weak batteries, system overcapacity, movement outside a service area or gaps in coverage in a service area and other causes reasonably outside of the carrier’s control such as intentional or negligent acts of third parties that damage or impair the network or disrupt service; or (c) equipment modifications, upgrades, relocations, repairs, and other similar activities necessary for the proper or improved operation of service. With regard to Axon Body 3, Partner networks are made available as-is and the carrier makes no warranties or representations as to the availability or quality of roaming service provided by carrier partners, and the carrier will not be liable in any capacity for any errors, outages, or failures of carrier partner networks. Agency expressly understands and agrees that it has no contractual relationship whatsoever with the underlying wireless service provider or its affiliates or contractors and Agency is not a third-party beneficiary of any agreement between Axon and the underlying carrier. 6 Termination. Upon termination of this Agreement, or if Agency stops paying for Axon Respond or bundles that include Axon Respond, Axon will end Aware services, including any Axon-provided LTE service. DocuSign Envelope ID: E5DBDEE0-8754-421E-ACB5-50544B61110D Page 40 of 79 A4.Page 231 of 589 Master Services and Purchasing Agreement Title: Master Services and Purchasing Agreement between Axon and Agency Department: Legal Version: 13.0 Release Date: 3/31/2021 Page 23 of 28 Add-on Services Appendix This Appendix applies to Axon Citizen for Communities, Axon Redaction Assistant, and Axon Performance. 1 Subscription Term. If Agency purchases Axon Citizen for Communities, Axon Redaction Assistant, or Axon Performance as part of OSP 7, the subscription begins on the later of the (1) start date of the OSP 7 Term, or (2) date Axon provisions Axon Citizen for Communities, Axon Redaction Assistant, or Axon Performance to Agency. If Agency purchases Axon Citizen for Communities, Axon Redaction Assistant, or Axon Performance as a standalone, the subscription begins the later of the (1) date Axon provisions Axon Citizen for Communities, Axon Redaction Assistant, or Axon Performance to Agency, or (2) first day of the month following the Effective Date. The subscription term will end upon the completion of the Axon Evidence Subscription associated with the add-on. 2 Axon Citizen Storage. For Axon Citizen, Agency may store an unlimited amount of data submitted through the public portal (“Portal Content”), within Agency’s Axon Evidence instance. The post- termination provisions outlined in the Axon Cloud Services Terms of Use Appendix also apply to Portal Content. 3 Performance Auto-Tagging Data. In order to provide some features of Axon Performance to Agency, Axon will need to store call for service data from Agency’s CAD or RMS. DocuSign Envelope ID: E5DBDEE0-8754-421E-ACB5-50544B61110D Page 41 of 79 A4.Page 232 of 589 Master Services and Purchasing Agreement Title: Master Services and Purchasing Agreement between Axon and Agency Department: Legal Version: 13.0 Release Date: 3/31/2021 Page 24 of 28 Axon Auto-Transcribe Appendix This Appendix applies to Axon Auto-Transcribe. 1) Subscription Term. If Agency purchases Axon Auto-Transcribe as part of a bundle or Axon Cloud Services subscription, the subscription begins on the later of the (1) start date of the bundle or Axon Cloud Services license term, or (2) date Axon provisions Axon Auto-Transcribe to Agency. If Agency purchases Axon Auto-Transcribe minutes as a standalone, the subscription begins on the date Axon provisions Axon Auto-Transcribe to Agency. Axon Auto-Transcribe minutes expire one year after being provisioned to Agency by Axon. If Agency cancels Auto-Transcribe services, any amounts owed by the Parties will be based on the amount of time passed under the annual subscription, rather than on the number of minutes used, regardless of usage. 2) Auto-Transcribe A-La-Carte Minutes. Upon Axon granting Agency a set number of minutes, Agency may utilize Axon Auto-Transcribe, subject to the number of minutes allowed on the Quote. Agency will not have the ability to roll over unused minutes to future Auto -Transcribe terms. Axon may charge Agency additional fees for exceeding the number of purchased minutes. 3) Axon Auto-Transcribe On-Demand. Upon Axon granting Agency an On-Demand subscription to Axon Auto-Transcribe, Agency may utilize Axon Auto-Transcribe with no limit on the number of minutes. The scope of Axon Auto-Transcribe On-Demand is to assist Agency with reviewing and transcribing individual evidence items. In the event Agency uses Axon Auto -Transcribe On- Demand outside this scope, Axon may initiate good-faith discussions with Agency on upgrading Agency’s Axon Auto-Transcribe On-Demand to better meet Agency’s needs. 4) Warranty. Axon does not warrant the accuracy of Axon Auto-Transcribe. DocuSign Envelope ID: E5DBDEE0-8754-421E-ACB5-50544B61110D Page 42 of 79 A4.Page 233 of 589 Master Services and Purchasing Agreement Title: Master Services and Purchasing Agreement between Axon and Agency Department: Legal Version: 13.0 Release Date: 3/31/2021 Page 25 of 28 Axon Virtual Reality Content Terms of Use Appendix 1 Term. The Quote will detail the duration of the Virtual Reality Content license. 2 Headsets. Agency may purchase additional virtual reality headsets from Axon. In the event Agency decides to purchase additional virtual reality headsets for use with Axon’s Virt ual Reality Content, Agency must purchase those headsets from Axon. 3 License Restrictions. All licenses will immediately terminate if Agency does not comply with any term of this Agreement. If Agency utilizes more users than stated in this Agreement, Agenc y must purchase additional Virtual Reality Content licenses from Axon. Agency may not use Virtual Reality Content for any purpose other than as expressly permitted by this Agreement. Agency may not: 3.1 modify, tamper with, repair, or otherwise create derivative works of Virtual Reality Content; 3.2 reverse engineer, disassemble, or decompile Virtual Reality Content or apply any process to derive the source code of Virtual Reality Content, or allow others to do the same; 3.3 copy Virtual Reality Content in whole or part, except as expressly permitted in this Agreement; 3.4 use trade secret information contained in Virtual Reality Content; 3.5 resell, rent, loan or sublicense Virtual Reality Content; 3.6 access Virtual Reality Content to build a competitive device or service or copy any features, functions, or graphics of Virtual Reality Content; or 3.7 remove, alter, or obscure any confidentiality or proprietary rights notices (including copyright and trademark notices) of Axon or Axon’s licensors on or within Virtual Reality Content or any copies of Virtual Reality Content. 4 Termination. Axon may terminate Agency’s license immediately for Agency’s failure to comply with any of the terms in this Agreement. DocuSign Envelope ID: E5DBDEE0-8754-421E-ACB5-50544B61110D Page 43 of 79 A4.Page 234 of 589 Master Services and Purchasing Agreement Title: Master Services and Purchasing Agreement between Axon and Agency Department: Legal Version: 13.0 Release Date: 3/31/2021 Page 26 of 28 Axon Commander™ Software Appendix 5 License. Axon owns all executable instructions, images, icons, sound, and text in Commander. All rights are reserved to Axon. Axon grants a non-exclusive, royalty-free, worldwide right and license to use Commander. “Use” means storing, loading, installing, or executing Commander exclusively for data communication with an Axon Device. Agency may use Commander in a networked environment on computers other than the computer it installs Commander on, so long as each execution of Commander is for data communication with an Axon Device. Agency may make copies of Commander for archival purposes only. Agency shall retain all copyright, trademark, and proprietary notices in Commander on all copies or adaptations. 6 Term. The Quote will detail the duration of the Commander license, as well as any maintenance. The term will begin upon installation of Commander by Axon. 7 License Restrictions. All licenses will immediately terminate if Agency does not comply with any term of this Agreement. Agency may not use Commander for any purpose other than as expressly permitted by this Agreement. Agency may not: 7.1 modify, tamper with, repair, or otherwise create derivative works of Commander; 7.2 reverse engineer, disassemble, or decompile Commander or apply any process to derive the source code of Commander, or allow others to do the same; 7.3 access or use Commander to avoid incurring fees or exceeding usage limits or quotas; 7.4 copy Commander in whole or part, except as expressly permitted in this Agreement; 7.5 use trade secret information contained in Commander; 7.6 resell, rent, loan or sublicense Commander; 7.7 access Commander to build a competitive device or service or copy any features, functions, or graphics of Commander; or 7.8 remove, alter, or obscure any confidentiality or proprietary rights notices (including copyright and trademark notices) of Axon or Axon’s licensors on or within Commander or any copies of Commander. 8 Support. Axon may make available updates and error corrections (“Updates”) to Commander. Axon will provide Updates electronically via the Internet or media as determined by Axon. Agency is responsible for establishing and maintaining adequate access to the Internet to receive Updates. Agency is responsible for maintaining the computer equipment necessary to use Commander. Axon may provide technical support of a prior release/version of Commander for 6 months from when Axon made the subsequent release/version available. 9 Termination. Axon may terminate Agency’s license immediately for Agency’s failure to comply with any of the terms in this Agreement. Upon termination, Axon may disable Agency’s right to login to Axon Commander. DocuSign Envelope ID: E5DBDEE0-8754-421E-ACB5-50544B61110D Page 44 of 79 A4.Page 235 of 589 Master Services and Purchasing Agreement Title: Master Services and Purchasing Agreement between Axon and Agency Department: Legal Version: 13.0 Release Date: 3/31/2021 Page 27 of 28 Axon Channel Services Appendix 1 Definitions. “Axon Digital Evidence Management System” means Axon Evidence or Axon Commander, as specified in the attached Channel Services Statement of Work. “Active Channel” means a third-party system that is continuously communicating with an Axon Digital Evidence Management System. “Inactive Channel” means a third-party system that will have a one-time communication to an Axon Digital Evidence Management System. 2 Scope. Agency currently has a third-party system or data repository from which Agency desires to share data with Axon Digital Evidence Management. Axon will facilitate the transfer of Agency’s third-party data into an Axon Digital Evidence Management System or the transfer of Agency data out of an Axon Digital Evidence Management System as defined in the Channel Services Statement of Work (“Channel Services SOW”). Channel Services will not delete any Agency Content. Agency is responsible for verifying all necessary data is migrated correctly and retained per Agency policy. 3 Purpose and Use. Agency is responsible for verifying Agency has the right to share data from and provide access to third-party system as it relates to the Services described in this Appendix and the Channel Services SOW. For Active Channels, Agency is responsible for any changes to a third- party system that may affect the functionality of the channel service. Any additional work requir ed for the continuation of the Service may require additional fees. An Axon Field Engineer may require access to Agency’s network and systems to perform the Services described in the Channel Services SOW. Agency is responsible for facilitating this access per all laws and policies applicable to Agency. 4 Project Management. Axon will assign a Project Manager to work closely with Agency’s project manager and project team members and will be responsible for completing the tasks required to meet all contract deliverables on time and budget. 5 Warranty. Axon warrants that it will perform the Channel Services in a good and workmanlike manner. 6 Monitoring. Axon may monitor Agency’s use of Channel Services to ensure quality, improve Axon devices and services, prepare invoices based on the total amount of data migrated, and verify compliance with this Agreement. Agency agrees not to interfere with such monitoring or obscure from Axon Agency’s use of channel services. 7 Agency’s Responsibilities. Axon’s successful performance of the Channel Services requires Agency: 7.1 Make available its relevant systems for assessment by Axon (including making these systems available to Axon via remote access); 7.2 Provide access to the building facilities and where Axon is to perform the Channel Services, subject to safety and security restrictions imposed by the Agency (including providing security passes or other necessary documentation to Axon representatives performing the Channel Services permitting them to enter and exit Agency premises with laptop personal computers and any other materials needed to perform the Channel Services); 7.3 Provide all necessary infrastructure and software information (TCP/IP addresses, node names, and network configuration) for Axon to provide the Channel Services; 7.4 Ensure all appropriate data backups are performed; 7.5 Provide Axon with remote access to the Agency’s network and third-party systems when required for Axon to perform the Channel Services; 7.6 Notify Axon of any network or machine maintenance that may impact the performance of DocuSign Envelope ID: E5DBDEE0-8754-421E-ACB5-50544B61110D Page 45 of 79 A4.Page 236 of 589 Master Services and Purchasing Agreement Title: Master Services and Purchasing Agreement between Axon and Agency Department: Legal Version: 13.0 Release Date: 3/31/2021 Page 28 of 28 the Channel Services; and 7.7 Ensure the reasonable availability by phone or email of knowledgeable staff, personnel, system administrators, and operators to provide timely, accurate, complete, and up-to-date documentation and information to Axon (these contacts are to provide background information and clarification of information required to perform the Channel Services). DocuSign Envelope ID: E5DBDEE0-8754-421E-ACB5-50544B61110D Page 46 of 79 A4.Page 237 of 589 STATEMENT OF WORK FO R THE IMPLEMENTATION O F AXON STANDARDS FOR EVANSTON POLICE DEPARTMENT ("SOW ”) Submitted By: Axon Enterprise, Inc. (Axon) 17800 North 85 th Street Scottsdale, AZ 85255 DocuSign Envelope ID: E5DBDEE0-8754-421E-ACB5-50544B61110D Page 47 of 79 A4.Page 238 of 589 DocuSign Envelope ID: E5DBDEE0-8754-421E-ACB5-50544B61110D Page 48 of 79 A4.Page 239 of 589 1 . P R O J E C T O V E R V I E W : ................................. 1 1.1 SOFTWARE .................................................................1 1.2 DEFINITIONS ..............................................................1 1.3 OUT OF PROJECT SCOPE ................................................2 2 . P R O F E S S I O N A L S E R V I C E S : ........................... 3 2.1 GENERAL ...................................................................3 2.2 DATASTORE ................................................................3 2.3 READINESS .................................................................3 2.4 TRAINING ..................................................................3 2.5 GO -LIVE ....................................................................3 3 . P R O J E C T M A N A G E M E N T:............................. 4 3.1 MANAGEMENT RESOU RCES .............................................4 3.2 REQUIR EMENTS PLANNING .............................................4 3.3 CHANGE CONTROL ........................................................4 3.4 MILESTONE COMPLE TION REPORT (“MCR”) .........................4 4 . A G E N C Y C O M M I T M E N T S: ............................ 5 5 . S U P P O R T : ............................................. 6 6 . T E R M S A N D C O N D I T I ONS: ........................... 7 A T T A C H M E N T A - M I L E S T O N E C O M P L E T I O N R E P O R T T E M P L A T E ...................................... 8 A T T A C H M E N T B - P R O J E C T C H A N G E O R D E R T E M P L A T E ................................................ 9 DocuSign Envelope ID: E5DBDEE0-8754-421E-ACB5-50544B61110D Page 49 of 79 A4.Page 240 of 589 DocuSign Envelope ID: E5DBDEE0-8754-421E-ACB5-50544B61110D Page 50 of 79 A4.Page 241 of 589 PAGE 1 1. PROJECT OVERVIEW : 1.1 S OFTWARE The software detailed in th is SOW includes, the listed functionality. Axon Standards : Use of Force, Citizen Complaint, Internal Complaint, Vehicle Pursuit, Vehicle Collision, and up to 6 additional forms. 1.2 DEFINITIONS T E R M D E F I N I T I O N P A R T I E S Agency Evanston Police Department who is identified within this SOW End-Users Specific Agency groups that will use the system Professional Services The services that Axon will provide within the scope of this SOW S Y S T E M S Axon Systems Software solutions and Agency specific integrations developed by Axon CJIS The Federal Bureau of Investigation’s Criminal Justice Information System DataStore The database Axon provides allowing Agency to query data Product The software solutions being implemented as part of this SOW Production Environment The operational environment where the Product will be accessed Service Portal An online portal provided by Axon where issues identified are entered and triaged P R O J E C T & M I L E S T O N E S Project Scope of this SOW as defined by the work to be completed described herein Project Change Order (PCO) Change order form outlined in Attachment B to be executed between Axon and Agency if a material change in scope is required to this SOW Go-Live All End-Users are activated and Agency is actively using the product Milestone Completion Report The report outlined in Attachment A to be executed at key Milestones between Agency and Axon to approve completion of Project phases A C C E P T A N C E Blocker Issue impacting 50% or more users Functional Acceptance Testing Testing the functionality of the system as configured for Agency DocuSign Envelope ID: E5DBDEE0-8754-421E-ACB5-50544B61110D Page 51 of 79 A4.Page 242 of 589 PAGE 2 1.3 OUT OF PROJECT SCOPE Axon is only responsible for performing the Professional Services described within this SOW. Any additional Professional Services that are not defined explicitly by this SOW shall be done so through a Project Change Order. T he following are considered outs ide the scope of this Project: A dministration, management, or support of any internal City, County, State, Federal or Agency IT network or infrastructure Third Party Products and Services costs related to the vendors or Agency’s cost of implementing the ve ndors or Agency’s side of the integration Changes made by Agency or Agency’s vendors DocuSign Envelope ID: E5DBDEE0-8754-421E-ACB5-50544B61110D Page 52 of 79 A4.Page 243 of 589 PAGE 3 2. PROFESSIONAL SERV ICES : 2.1 GENERAL Agency will provide a Master Charge Table that Axon will load. 2.2 DATA STORE Axon will configure and make available to Agency a read only Azure SQL Database containing information within the Axon Systems allowing Agency to utilize available data. Axon will provide Agency with a data dictionary and/or other appropriate documentation. 2.3 READINESS Axon will conduct Functional Acceptance Testing via use cases approved by Axon and Agency. All issues discovered during and after t raining will be entered into the service portal for triage. 2.4 TRAINING Axon will document and propose a Training Plan t o Agency based on user types and availability, including additional IT and Admin Training. All training will be hands on in an Axon provided Training environment. Agency will provide facilities and equipment for conducting the Training . Train the Trainer: Axon will provide session(s), materials and support allowing Agency’s in -house trainers to conduct their own Training . Agency is responsible for updating all Training materials after f inal a cceptance. 2.5 GO-LIV E Axon will choreograph and orchestrate the Go-Live event. DocuSign Envelope ID: E5DBDEE0-8754-421E-ACB5-50544B61110D Page 53 of 79 A4.Page 244 of 589 PAGE 4 3. PROJECT MANAGEMENT: 3.1 MANAGEMENT RESOURCES Both Parties will assign a Project Manager to ensure completion of deliverables. Axon’s Project Manager will ensure all team members from Axon and Agency are continually updated on the status of the Project. 3.2 REQUIREMENTS PLANNIN G All Project requirements will be documented in Requirements Planning . Once all requirements are agreed to, Axon’s Project Manager will work with Agency’s Project Manager to develop a Project p lan for Axon’s implem entation. 3.3 CHANGE CONTROL If any changes in the Project cause a material increase or decrease in fees , as determined by Axon, an adjustment in the fees will be agreed upon and included in a signed PCO form. Agency acknowledges a proposed change request might have an impact on both scheduling and cost for the Project that will be outlined in the PCO form. 3.4 MILESTONE COMPLETION REPORT (“MCR”) Axon will submit an MCR to Agency for approval upon completion of a Milestone. Upon receiving an MCR, Agency has 1 4 calendar days to approve or respond in writing with issues related to the MCR. Failure to reply within 1 4 calendar days will be deemed approval. DocuSign Envelope ID: E5DBDEE0-8754-421E-ACB5-50544B61110D Page 54 of 79 A4.Page 245 of 589 PAGE 5 4. AGENCY COMMITMENTS: Ensure the reasonable availability f or meetings, phone or email of knowledgeable staff and personnel to provide timely and accurate documentation and information to Axon. Identify holidays, non -workdays or major events that may impact the Project. Ensure Agency desktop or mobile systems and devices can access the Product. Make available relevant systems if needed for assessment by Axon (including making these systems available to Axon via remote access if possible). Provide Axon with remote access to Agency’s Axon Evidence account when requi red. DocuSign Envelope ID: E5DBDEE0-8754-421E-ACB5-50544B61110D Page 55 of 79 A4.Page 246 of 589 PAGE 6 5. SUPPORT: The Product undergoes updates and enhancements which Agency will automatically receive. Axon will provide Agency’s End Users access to the help.axon.com support portal to submit and review service tickets. For Technical Support assistanc e, Agency may contact a Technical Support representative at 800 -978-2737, or via email at Support@Axon.com. Online, email -based support and remote -location troubleshooting are included on an ongoing basis as part of Agency’s investment in the Axon ecosyste m. Phone support is available 24/7. DocuSign Envelope ID: E5DBDEE0-8754-421E-ACB5-50544B61110D Page 56 of 79 A4.Page 247 of 589 PAGE 7 6. TERMS AND CONDITIONS : This SOW is governed by the Master Services and Purchasing Agreement executed by the Parties. AXON ENTERPRISE, INC . Signature: _____________________ Name: _________________________ Title: _________________________ Date: _________________________ AGENCY Signature: _________________________ Name: ____________________________ Title: _____________________________ Date: _____________________________ DocuSign Envelope ID: E5DBDEE0-8754-421E-ACB5-50544B61110D 2/23/2022 | 2:17 PM MST VP, Assoc. General Counsel Robert E Driscoll Page 57 of 79 A4.Page 248 of 589 PAGE 8 ATTACHMENT A - MILES TONE COMPLET ION REPORT TEMPLATE By signing for the items in this Milestone Completion Checklist, I agree that Axon ’s Professional Services Organization has reached the following milestone for the Project agreed upon in the SOW between Axon and Evanston Police Department : □ Final Acceptance Date Services were completed on: _________ day of _______________, 20___ Today’s Date: ______________ Agency Name: ______________________________________ Signature: _________________________________________ Printed Name: ______________________________________ Title: ______________________________________________ Email: ______________________________________________ DocuSign Envelope ID: E5DBDEE0-8754-421E-ACB5-50544B61110D Page 58 of 79 A4.Page 249 of 589 PAGE 9 ATTACHMENT B - PROJE CT CHANGE ORDER TEMPLATE Date: Axon Product or Service: Change Order Details AXON ENTERPRISE, INC . Signature: _____________________ Name: _________________________ Title: _________________________ Date: _________________________ AGENCY Signature: _________________________ Name: ____________________________ Title: _____________________________ Date: _____________________________ DocuSign Envelope ID: E5DBDEE0-8754-421E-ACB5-50544B61110D Page 59 of 79 A4.Page 250 of 589 1 Q-362892-44615.859JB Q-362892-44615.859JB Issued: 02/23/2022 Quote Expiration: 03/31/2022 EST Contract Start Date: 05/01/2022 Account Number: 157469 Payment Terms: N30 Delivery Method: Fedex - Ground SHIP TO BILL TO SALES REPRESENTATIVE PRIMARY CONTACT Business;Delivery;Invoice-1454 Elmwood Ave Evanston Police Dept. - IL Julie Bosack 1454 Elmwood Ave 1454 Elmwood Ave Phone: 312-576-2829 Phone: (847) 866-5041 Evanston, IL 60201-4333 Evanston, IL 60201-4333 Email: jbosack@axon.com Email: jwright@cityofevanston.org USA USA Fax: Fax: (847) 864-6090 Email: Program Length 60 Months Bundle Savings $941,609.43 TOTAL COST $2,500,000.00 Additional Savings $609,059.54 ESTIMATED TOTAL W/ TAX $2,500,000.00 TOTAL SAVINGS $1,550,668.97 PAYMENT PLAN PLAN NAME INVOICE DATE AMOUNT DUE Year 1 Apr, 2022 $311,000.00 Year 2 Apr, 2023 $464,000.00 Year 3 Apr, 2024 $575,000.00 Year 4 Apr, 2025 $575,000.00 Year 5 Apr, 2026 $575,000.00 Axon Enterprise, Inc. 17800 N 85th St. Scottsdale, Arizona 85255 United States VAT: 86-0741227 Domestic: (800) 978-2737 International: +1.800.978.2737 DocuSign Envelope ID: E5DBDEE0-8754-421E-ACB5-50544B61110D Page 60 of 79A4.Page 251 of 589 2 Q-362892-44615.859JB Quote Details Bundle Summary Item Description QTY 2022OSP7+Premium 2022 - OFFICER SAFETY PLAN 7 PLUS Premium 150 AB3C AB3 Camera Bundle 150 AB3MBD AB3 Multi Bay Dock Bundle 19 DynamicBundle Dynamic Bundle 1 DynamicBundle Dynamic Bundle 1 DynamicBundle Dynamic Bundle 45 Fleet3A Fleet 3 Advanced 45 Bundle: 2022 - OFFICER SAFETY PLAN 7 PLUS Premium Quantity: 150 Start: 5/1/2022 End: 4/30/2027 Total: 2081584.41 USD Category Item Description QTY List Unit Price Net Unit Price Total(USD) Holsters 20160 TASER 7 HOLSTER - SAFARILAND, RH+CART CARRIER 132 $84.24 $61.61 $8,132.82 Holsters 20161 TASER 7 HOLSTER - SAFARILAND, LH+CART CARRIER 18 $84.24 $61.61 $1,109.02 HALT Suit 20050 HOOK-AND-LOOP TRAINING (HALT) SUIT 3 $789.75 $577.62 $1,732.85 Handle License 20248 TASER 7 EVIDENCE.COM LICENSE 150 $5.00 $3.66 $32,912.54 Live Cartridges 22175 TASER 7 LIVE CARTRIDGE, STANDOFF (3.5-DEGREE) NS 450 $38.95 $28.49 $12,819.44 Live Cartridges 22176 TASER 7 LIVE CARTRIDGE, CLOSE QUARTERS (12- DEGREE) NS 450 $38.95 $28.49 $12,819.44 Handles 20008 TASER 7 HANDLE, YLW, HIGH VISIBILITY (GREEN LASER), CLASS 3R 150 $1,810.00 $1,023.00 $153,449.48 Inert Cartridges 22179 TASER 7 INERT CARTRIDGE, STANDOFF (3.5-DEGREE) NS 50 $50.23 $36.74 $1,836.89 Inert Cartridges 22181 TASER 7 INERT CARTRIDGE, CLOSE QUARTERS (12- DEGREE) NS 50 $50.23 $36.74 $1,836.89 Admin License 20248 TASER 7 EVIDENCE.COM LICENSE 2 $5.00 $3.66 $438.83 Taser 7 Target 80087 TASER 7 TARGET, CONDUCTIVE, PROFESSIONAL (RUGGEDIZED)2 $157.95 $115.52 $231.05 Spare Handles 20008 TASER 7 HANDLE, YLW, HIGH VISIBILITY (GREEN LASER), CLASS 3R 5 $1,810.00 $1,323.82 $6,619.08 Taser 7 Target Frame 80090 TARGET FRAME, PROFESSIONAL, 27.5 IN. X 75 IN., TASER 7 2 $78.98 $57.77 $115.53 DocuSign Envelope ID: E5DBDEE0-8754-421E-ACB5-50544B61110D Page 61 of 79A4.Page 252 of 589 3 Q-362892-44615.859JB Training Live Cartridges 22175 TASER 7 LIVE CARTRIDGE, STANDOFF (3.5-DEGREE) NS 300 $38.95 $28.49 $8,546.29 Training Live Cartridges 22175 TASER 7 LIVE CARTRIDGE, STANDOFF (3.5-DEGREE) NS 300 $38.95 $28.49 $8,546.29 Training Live Cartridges 22175 TASER 7 LIVE CARTRIDGE, STANDOFF (3.5-DEGREE) NS 300 $38.95 $28.49 $8,546.29 Training Live Cartridges 22175 TASER 7 LIVE CARTRIDGE, STANDOFF (3.5-DEGREE) NS 300 $38.95 $28.49 $8,546.29 Training Live Cartridges 22175 TASER 7 LIVE CARTRIDGE, STANDOFF (3.5-DEGREE) NS 300 $38.95 $28.49 $8,546.29 Training Live Cartridges 22176 TASER 7 LIVE CARTRIDGE, CLOSE QUARTERS (12- DEGREE) NS 300 $38.95 $28.49 $8,546.29 Training Live Cartridges 22176 TASER 7 LIVE CARTRIDGE, CLOSE QUARTERS (12- DEGREE) NS 300 $38.95 $28.49 $8,546.29 Training Live Cartridges 22176 TASER 7 LIVE CARTRIDGE, CLOSE QUARTERS (12- DEGREE) NS 300 $38.95 $28.49 $8,546.29 Training Live Cartridges 22176 TASER 7 LIVE CARTRIDGE, CLOSE QUARTERS (12- DEGREE) NS 300 $38.95 $28.49 $8,546.29 Training Live Cartridges 22176 TASER 7 LIVE CARTRIDGE, CLOSE QUARTERS (12- DEGREE) NS 300 $38.95 $28.49 $8,546.29 Batteries 20018 TASER 7 BATTERY PACK, TACTICAL 180 $90.56 $66.23 $11,922.24 Master Instructor Course Vouchers 20119 TASER 7 MASTER INSTRUCTOR SCHOOL VOUCHER 1 $1,495.00 $1,093.43 $1,093.43 Master Instructor Course Vouchers 20119 TASER 7 MASTER INSTRUCTOR SCHOOL VOUCHER 1 $1,495.00 $1,093.43 $1,093.43 Master Instructor Course Vouchers 20119 TASER 7 MASTER INSTRUCTOR SCHOOL VOUCHER 1 $1,495.00 $1,093.43 $1,093.43 Master Instructor Course Vouchers 20119 TASER 7 MASTER INSTRUCTOR SCHOOL VOUCHER 1 $1,495.00 $1,093.43 $1,093.43 Master Instructor Course Vouchers 20119 TASER 7 MASTER INSTRUCTOR SCHOOL VOUCHER 1 $1,495.00 $1,093.43 $1,093.43 Training Halt Cartridges 22177 TASER 7 HOOK-AND-LOOP TRN (HALT) CARTRIDGE, STANDOFF NS 300 $38.95 $28.49 $8,546.29 Training Halt Cartridges 22177 TASER 7 HOOK-AND-LOOP TRN (HALT) CARTRIDGE, STANDOFF NS 300 $38.95 $28.49 $8,546.29 Training Halt Cartridges 22178 TASER 7 HOOK-AND-LOOP TRN (HALT) CARTRIDGE, CLOSE QUART NS 300 $38.95 $28.49 $8,546.29 Training Halt Cartridges 22178 TASER 7 HOOK-AND-LOOP TRN (HALT) CARTRIDGE, CLOSE QUART NS 300 $38.95 $28.49 $8,546.29 Instructor Course Vouchers 20120 TASER 7 INSTRUCTOR COURSE VOUCHER 2 $375.00 $274.27 $548.54 Instructor Course Vouchers 20120 TASER 7 INSTRUCTOR COURSE VOUCHER 2 $375.00 $274.27 $548.54 DocuSign Envelope ID: E5DBDEE0-8754-421E-ACB5-50544B61110D Page 62 of 79A4.Page 253 of 589 4 Q-362892-44615.859JB Instructor Course Vouchers 20120 TASER 7 INSTRUCTOR COURSE VOUCHER 2 $375.00 $274.27 $548.54 Instructor Course Vouchers 20120 TASER 7 INSTRUCTOR COURSE VOUCHER 2 $375.00 $274.27 $548.54 Instructor Course Vouchers 20120 TASER 7 INSTRUCTOR COURSE VOUCHER 2 $375.00 $274.27 $548.54 Docks 74200 TASER 7 6-BAY DOCK AND CORE 2 $1,500.00 $1,097.08 $2,194.17 Dock Mount 70033 WALL MOUNT BRACKET, ASSY, EVIDENCE.COM DOCK 2 $43.90 $32.11 $64.22 Dock Power Cord 71019 NORTH AMER POWER CORD FOR AB3 8-BAY, AB2 1- BAY / 6-BAY DOCK 2 $10.45 $7.64 $15.29 Duty Cartridge Replenishment Program 20246 TASER 7 DUTY CARTRIDGE REPLACEMENT LICENSE 150 $2.50 $1.83 $16,456.27 E.com License 73746 PROFESSIONAL EVIDENCE.COM LICENSE 150 $39.00 $15.83 $142,425.04 Viewer License 73687 EVIDENCE.COM VIEWER LICENSE 1 $5.00 $3.66 $219.42 Respond Plus 73680 RESPOND DEVICE PLUS LICENSE-150 $19.00 $13.90 $125,067.66 Records 73681 AXON RECORDS FULL 150 $29.00 $21.21 $190,892.75 Citizen 73618 CITIZEN FOR COMMUNITIES USER LICENSE 150 $9.00 $6.58 $59,242.58 Redaction 73478 REDACTION ASSISTANT USER LICENSE 150 $9.00 $6.58 $59,242.58 Performance 73739 PERFORMANCE LICENSE 150 $9.00 $6.58 $59,242.58 Auto Tagging 73682 AUTO TAGGING LICENSE 150 $9.00 $6.58 $59,242.58 Virtual Reality 20370 FULL VR TASER 7 ADD-ON USER ACCESS 150 $17.50 $12.80 $115,193.90 On-Demand Transcription 85760 Auto-Transcribe Unlimited Service 150 $20.00 $14.63 $131,650.17 3rd Party Video 11642 THIRD-PARTY VIDEO SUPPORT LICENSE 150 $9.00 $6.58 $59,242.58 Inactive Channel 80223 INACTIVE CHANNEL LICENSE 1 $5,000.00 $3,656.95 $18,284.75 E.com Channel 80190 Evidence.com Channel Services 1 $5,000.00 $3,656.95 $3,656.95 Auto Tagging Implementation 79999 AUTO TAGGING / PERFORMANCE IMPLEMENTATION SERVICE 1 $0.00 $0.00 $0.00 VR Headset & Warranty 20378 HTC FOCUS 3 VR HEADSET 6 $1,800.00 $1,316.50 $7,899.01 VR Headset Refresh 20373 VIRTUAL REALITY HEADSET REFRESH ONE 6 $1,938.05 $1,417.47 $8,504.82 VR Tablet Refresh 100210 VIRTUAL REALITY TABLET REFRESH ONE 2 $1,076.70 $787.49 $1,574.97 Signal Sidearm Kit 75015 SIGNAL SIDEARM KIT 150 $249.00 $182.12 $27,317.41 Signal Sidearm Batteries 71044 BATTERY, SIGNAL SIDEARM, CR2430 SINGLE PACK 300 $1.00 $0.73 $219.42 Camera Warranty 80464 EXT WARRANTY, CAMERA (TAP)150 $11.67 $8.54 $76,817.87 Spare Camera Warranty 80464 EXT WARRANTY, CAMERA (TAP)5 $11.67 $8.54 $2,560.60 Camera Refresh 1 with Spares 73309 AXON CAMERA REFRESH ONE 155 $755.00 $552.20 $85,590.90 Camera Refresh 2 with Spares 73310 AXON CAMERA REFRESH TWO 155 $790.00 $577.80 $89,558.69 Multi Bay Warranty 80465 EXT WARRANTY, MULTI-BAY DOCK (TAP)19 $21.00 $15.36 $17,509.47 Multi-bay Dock Refresh 1 73689 MULTI-BAY BWC DOCK 1ST REFRESH 19 $1,610.00 $1,177.54 $22,373.22 Multi-bay Dock Refresh 2 73688 MULTI-BAY BWC DOCK 2ND REFRESH 19 $1,685.00 $1,232.39 $23,415.45 Other 80395 EXT WARRANTY, TASER 7 HANDLE 150 $6.58 $4.81 $35,372.21 Other 80395 EXT WARRANTY, TASER 7 HANDLE 5 $6.58 $4.81 $1,179.07 Other 80374 EXT WARRANTY, TASER 7 BATTERY PACK 180 $0.44 $0.32 $2,838.38 Other 80396 EXT WARRANTY, TASER 7 SIX BAY DOCK 2 $6.58 $4.81 $471.63 DocuSign Envelope ID: E5DBDEE0-8754-421E-ACB5-50544B61110D Page 63 of 79A4.Page 254 of 589 5 Q-362892-44615.859JB Storage 73686 EVIDENCE.COM UNLIMITED AXON DEVICE STORAGE 150 $24.00 $17.55 $157,980.20 3rd Party Storage 100165 UNLIMITED 3RD-PARTY STORAGE 150 $15.00 $10.97 $98,737.63 Controller Case 20188 VR CONTROLLER KIT PELICAN CASE 2 $200.00 $146.28 $292.56 Controller 20298 VR-ENABLED GLOCK 17 CONTROLLER 2 $750.00 $548.54 $1,097.08 Tablet 20296 SAMSUNG S7+ TABLET FOR VR SIMULATOR 2 $1,000.00 $731.39 $1,462.78 Tablet Case 20297 SAMSUNG S7+ TABLET CASE FOR VR SIMULATOR 2 $60.00 $43.88 $87.77 Standoff Cartridges 22196 TASER 7 VR CARTRIDGE, STANDOFF (3.5-DEGREE)4 $90.00 $65.83 $263.30 CQ Cartridges 22197 TASER 7 VR CARTRIDGE, CLOSE-QUARTERS (12- DEGREE)4 $90.00 $65.83 $263.30 Warranty 100198 AXON VR CONTROLLER KIT - WARRANTY 2 $6.23 $4.56 $546.79 Other 100197 HTC FOCUS 3 VR HEADSET - WARRANTY 6 $5.63 $4.12 $1,482.38 Bundle: AB3 Camera Bundle Quantity: 150 Start: 5/1/2022 End: 4/30/2027 Total: 0 USD Category Item Description QTY List Unit Price Net Unit Price Total(USD) Camera 73202 AXON BODY 3 - NA10 - US - BLK - RAPIDLOCK 150 $699.00 $0.00 $0.00 Spare Camera 73202 AXON BODY 3 - NA10 - US - BLK - RAPIDLOCK 5 $0.00 $0.00 $0.00 Bundle: AB3 Multi Bay Dock Bundle Quantity: 19 Start: 5/1/2022 End: 4/30/2027 Total: 0 USD Category Item Description QTY List Unit Price Net Unit Price Total(USD) Dock 74210 AXON BODY 3 - 8 BAY DOCK 19 $1,495.00 $0.00 $0.00 Power Cord 71019 NORTH AMER POWER CORD FOR AB3 8-BAY, AB2 1- BAY / 6-BAY DOCK 19 $0.00 $0.00 $0.00 Bundle: Dynamic Bundle Quantity: 1 Start: 5/1/2022 End: 4/30/2027 Total: 0 USD Category Item Description QTY List Unit Price Net Unit Price Total(USD) Other 74062 INTERVIEW ROOM 5 YR EXTENDED WARRANTY 5 $1,297.00 $0.00 $0.00 Other 50045 INTERVIEW - SOFTWARE - UNLMITED E.COM STORAGE (PER CAMERA)5 $99.00 $0.00 $0.00 Other 50043 INTERVIEW - SOFTWARE - STREAMING SERVER MAINTENANCE (PER SER 2 $29.17 $0.00 $0.00 Other 50039 INTERVIEW - SOFTWARE - CLIENT MAINTENANCE (PER TOUCH PANEL-P 5 $25.00 $0.00 $0.00 DocuSign Envelope ID: E5DBDEE0-8754-421E-ACB5-50544B61110D Page 64 of 79A4.Page 255 of 589 6 Q-362892-44615.859JB Bundle: Dynamic Bundle Quantity: 1 Start: 5/1/2022 End: 4/30/2027 Total: 62558 USD Category Item Description QTY List Unit Price Net Unit Price Total(USD) Other 12122 AXON AIR, MATRICE 300 RTK 1 $13,199.00 $13,199.00 $13,199.00 Other 12128 AXON AIR, ZENMUSE H20T 1 $11,799.00 $11,799.00 $11,799.00 Other 100112 AXON AIR, E.COM PILOT DATA LIC 6 $30.00 $30.00 $10,800.00 Other 12023 AXON AIR, CLASS 2 UAS LICENSE 1 $279.00 $279.00 $16,740.00 Other 12022 AXON AIR, CLASS 1 UAS LICENSE 1 $167.00 $167.00 $10,020.00 Bundle: Dynamic Bundle Quantity: 45 Start: 5/1/2022 End: 2/28/2023 Total: 0 USD Category Item Description QTY List Unit Price Net Unit Price Total(USD) Other 87050 FLEET VIEW XL LICENSE 45 $29.00 $0.00 $0.00 Other 80214 FLEET EVIDENCE.COM UNLIMITED STORAGE 45 $34.00 $0.00 $0.00 Bundle: Fleet 3 Advanced Quantity: 45 Start: 3/1/2023 End: 4/30/2027 Total: 265752.59 USD Category Item Description QTY List Unit Price Net Unit Price Total(USD) Storage 80410 FLEET, EVIDENCE LICENSE, 1 CAMERA STORAGE, LICENSE 90 $17.00 $0.00 $0.00 E.com License 80400 FLEET, VEHICLE LICENSE, LICENSE 45 $20.00 $9.05 $20,361.93 ALPR License 80401 FLEET 3, ALPR LICENSE, 1 CAMERA, LICENSE 45 $49.00 $39.09 $87,962.42 Respond License 80402 RESPOND DEVICE LICENSE - FLEET 3 - LICENSE 45 $15.00 $11.97 $26,927.27 Camera Kit & Warranty 72036 FLEET 3 STANDARD 2 CAMERA KIT 45 $2,405.00 $0.00 $0.00 Vehicle Installation 73391 FLEET 3 NEW INSTALLATION (PER VEHICLE)45 $1,200.00 $132.31 $5,953.95 Camera Refresh 72040 FLEET REFRESH, 2 CAMERA KIT 45 $2,710.00 $2,162.16 $97,297.21 Axon Signal Unit 70112 AXON SIGNAL UNIT 45 $279.00 $222.60 $10,016.95 Other 70117 AXON SIGNAL UNIT, CABLE ASSEMBLY 45 $25.00 $13.82 $621.70 Spare Camera Kit & Warranty 72036 FLEET 3 STANDARD 2 CAMERA KIT 1 $2,405.00 $0.00 $0.00 Spare Camera Refresh 72040 FLEET REFRESH, 2 CAMERA KIT 1 $2,710.00 $2,162.16 $2,162.16 Other 80495 EXT WARRANTY, FLEET 3, 2 CAMERA KIT 45 $8.96 $7.15 $12,545.95 Other 80379 EXT WARRANTY, FLEET 2 SIGNAL UNIT 45 $1.16 $0.93 $1,624.25 Other 80495 EXT WARRANTY, FLEET 3, 2 CAMERA KIT 1 $8.96 $7.15 $278.80 INDIVIDUAL ITEMS Category Item Description QTY List Unit Price Net Unit Price Total(USD) DocuSign Envelope ID: E5DBDEE0-8754-421E-ACB5-50544B61110D Page 65 of 79A4.Page 256 of 589 7 Q-362892-44615.859JB Other 80462 FLEET 3 ADVANCED BUNDLE WITH TAP TRUE UP 45 $108.00 $108.00 $48,600.00 Other 73893 STANDARDS LICENSE, NON-SWORN 20 $20.00 $0.00 $0.00 Other 73897 STANDARDS SERVICE, PREMIUM 1 $20,000.00 $20,000.00 $20,000.00 Other 85144 AXON STARTER 1 $2,750.00 $2,750.00 $2,750.00 Other 85168 CEW FULL SERVICE WITH INSTRUCTOR TRAINING 1 $17,000.00 $17,000.00 $17,000.00 Other 80397 EXT WARRANTY, FLEET 2 KIT 45 $6.50 $0.65 $1,755.00 Total:$90,105.00 Tax is estimated based on rates applicable at date of quote and subject to change at time of invoicing. If a tax exemption certificate should be applied, please submit prior to invoicing. DocuSign Envelope ID: E5DBDEE0-8754-421E-ACB5-50544B61110D Page 66 of 79A4.Page 257 of 589 8 Q-362892-44615.859JB Standard Terms and Conditions Axon Enterprise Inc. Sales Terms and Conditions Axon Master Services and Purchasing Agreement: This Quote is limited to and conditional upon your acceptance of the provisions set forth herein and Axon’s Master Services and Purchasing Agreement (posted at www.axon.com/legal/sales-terms-and-conditions), as well as the attached Statement of Work (SOW) for Axon Fleet and/or Axon Interview Room purchase, if applicable. In the event you and Axon have entered into a prior agreement to govern all future purchases, that agreement shall govern to the extent it includes the products and services being purchased and does not conflict with the Axon Customer Experience Improvement Program Appendix as described below. ACEIP: The Axon Customer Experience Improvement Program Appendix, which includes the sharing of de-identified segments of Agency Content with Axon to develop new products and improve your product experience (posted at www.axon.com/legal/sales-terms-and-conditions), is incorporated herein by reference. By signing below, you agree to the terms of the Axon Customer Experience Improvement Program. Acceptance of Terms: Any purchase order issued in response to this Quote is subject solely to the above referenced terms and conditions. By signing below, you represent that you are lawfully able to enter into contracts. If you are signing on behalf of an entity (including but not limited to the company, municipality, or government agency for whom you work), you represent to Axon that you have legal authority to bind that entity. If you do not have this authority, please do not sign this Quote. DocuSign Envelope ID: E5DBDEE0-8754-421E-ACB5-50544B61110D Page 67 of 79A4.Page 258 of 589 9 Q-362892-44615.859JB Exceptions to Standard Terms and Conditions Agency has existing contract #63341 (originated via Q-314614) and is terminating that contract upon the new license start date (05/01/2022) of this quote. The parties agree that Axon is granting a refund of $114,292.79 to refund paid, but undelivered services. This discount is based on a ship date range of 4/1/2022- 4/15/2022, resulting in a 5/1/2022 license date. Any change in this date and resulting license start date will result in modification of this discount value which may result in additional fees due to or from Axon. . Pricing contingent on return of 45 Fleet 2 Kits. DocuSign Envelope ID: E5DBDEE0-8754-421E-ACB5-50544B61110D Page 68 of 79A4.Page 259 of 589 10 Q-362892-44615.859JB \s1\\d1\ Signature Date Signed 2/23/2022 DocuSign Envelope ID: E5DBDEE0-8754-421E-ACB5-50544B61110D Page 69 of 79A4.Page 260 of 589 1 FLEET STATEMENT OF WORK BETWEEN AXON ENTERPRISE AND AGENCY Introduction This Statement of Work (“SOW”) has been made and entered into by and between Axon Enterprise, Inc. (“AXON”), and Evanston Police Dept. - IL the (“AGENCY”) for the purchase of the Axon Fleet in-car video solution (“FLEET”) and its supporting information, services and training. (AXON Technical Project Manager/The AXON installer) Purpose and Intent AGENCY states, and AXON understands and agrees, that Agency’s purpose and intent for entering into this SOW is for the AGENCY to obtain from AXON deliverables, which used solely in conjunction with AGENCY’s existing systems and equipment, which AGENCY specifically agrees to purchase or provide pursuant to the terms of this SOW. This SOW contains the entire agreement between the parties. There are no promises, agreements, conditions, inducements, warranties or understandings, written or oral, expressed or implied, between the parties, other than as set forth or referenced in the SOW. Acceptance Upon completion of the services outlined in this SOW, AGENCY will be provided a professional services acceptance form (“Acceptance Form”). AGENCY will sign the Acceptance Form acknowledging that services have been completed in substantial conformance with this SOW and the Agreement. If AGENCY reasonably believes AXON did not complete the professional services in conformance with this SOW, AGENCY must notify AXON in writing of the specific reasons within seven (7) calendar days from delivery of the Acceptance Form. AXON will remedy the issues to conform with this SOW and re-present the Acceptance Form for signature. If AXON does not receive the signed Acceptance Form or written notification of the reasons for rejection within 7 calendar days of the delivery of the Acceptance Form, AGENCY will be deemed to have accepted the services in accordance to this SOW. Force Majeure DocuSign Envelope ID: E5DBDEE0-8754-421E-ACB5-50544B61110D Page 70 of 79A4.Page 261 of 589 2 Neither party hereto shall be liable for delays or failure to perform with respect to this SOW due to causes beyond the party’s reasonable control and not avoidable by diligence. Schedule Change Each party shall notify the other as soon as possible regarding any changes to agreed upon dates and times of Axon Fleet in-car Solution installation to be performed pursuant of this Statement of Work. Axon Fleet Deliverables Typically, within (30) days of receiving this fully executed SOW, an AXON Technical Project Manager will deliver to AGENCY’s primary point of contact via electronic media, controlled documentation, guides, instructions and videos followed by available dates for the initial project review and customer readiness validation. Unless otherwise agreed upon by AXON, AGENCY may print and reproduce said documents for use by its employees only. Security Clearance and Access Upon AGENCY’s request, AXON will provide the AGENCY a list of AXON employees, agents, installers or representatives which require access to the AGENCY’s facilities in order to perform Work pursuant of this Statement of Work. AXON will ensure that each employee, agent or representative has been informed or and consented to a criminal background investigation by AGENCY for the purposes of being allowed access to AGENCY‘s facilities. AGENCY is responsible for providing AXON with all required instructions and documentation accompanying the security background check’s requirements. Training AXON will provide training applicable to Axon Evidence, Cradlepoint NetCloud Manager and Axon Fleet application in a train-the-trainer style method unless otherwise agreed upon between the AGENCY and AXON. Local Computer DocuSign Envelope ID: E5DBDEE0-8754-421E-ACB5-50544B61110D Page 71 of 79A4.Page 262 of 589 3 AGNECY is responsible for providing a mobile data computer (MDC) with the same software, hardware, and configuration that AGENCY personnel will use with the AXON system being installed. AGENCY is responsible for making certain that any and all security settings (port openings, firewall settings, antivirus software, virtual private network, routing, etc.) are made prior to the installation, configuration and testing of the aforementioned deliverables. Network AGENCY is responsible for making certain that any and all network(s) route traffic to appropriate endpoints and AXON is not liable for network breach, data interception, or loss of data due to misconfigured firewall settings or virus infection, except to the extent that such virus or infection is caused, in whole or in part, by defects in the deliverables. Cradlepoint Router When applicable, AGENCY must provide AXON Installers with temporary administrative access to Cradlepoint’s NetCloud Manager to the extent necessary to perform Work pursuant of this Statement of Work. Evidence.com AGENCY must provide AXON Installers with temporary administrative access to Axon Evidence.com to the extent necessary to perform Work pursuant of this SOW. Wireless Upload System If purchased by the AGENCY, on such dates and times mutually agreed upon by the parties, AXON will install and configure into AGENCY’s existing network a wireless network infrastructure as identified in the AGENCY’s binding quote based on conditions of the sale. VEHICLE INSTALLATION Preparedness DocuSign Envelope ID: E5DBDEE0-8754-421E-ACB5-50544B61110D Page 72 of 79A4.Page 263 of 589 4 On such dates and times mutually agreed upon by the parties, the AGENCY will deliver all vehicles to an AXON Installer less weapons and items of evidence. Vehicle(s) will be deemed ‘out of service’ to the extent necessary to perform Work pursuant of this SOW. Existing Mobile Video Camera System Removal On such dates and times mutually agreed upon by the parties, the AGENCY will deliver all vehicles to an AXON Installer which will remove from said vehicles all components of the existing mobile video camera system unless otherwise agreed upon by the AGENCY. Major components will be salvaged by the AXON Installer for auction by the AGENCY. Wires and cables are not considered expendable and will not be salvaged. Salvaged components will be placed in a designated area by the AGENCY within close proximity of the vehicle in an accessible work space. Prior to removing the existing mobile video camera systems, it is both the responsibility of the AGENCY and the AXON Installer to test the vehicle’s systems’ operation to identify and operate, documenting any existing component or system failures and in detail, identify which components of the existing mobile video camera system will be removed by the AXON Installer. In-Car Hardware/Software Delivery and Installation On such dates and times mutually agreed upon by the parties, the AGENCY will deliver all vehicles to an AXON Installer, who will install and configure in each vehicle in accordance with the specifications detailed in the system’s installation manual and its relevant addendum(s). Applicable in-car hardware will be installed and configured as defined and validated by the AGENCY during the pre-deployment discovery process. If a specified vehicle is unavailable on the date and time agreed upon by the parties, AGENCY will provide a similar vehicle for the installation process. Delays due to a vehicle, or substitute vehicle, not being available at agreed upon dates and times may results in additional fees to the AGENCY. If the AXON Installer determines that a vehicle is not properly prepared for installation (“Not Fleet Ready”), such as a battery not being properly charged or properly up-fit for in-service, field operations, the issue shall be reported immediately to the AGENCY for resolution and a date and time for the future installation shall be agreed upon by the parties. DocuSign Envelope ID: E5DBDEE0-8754-421E-ACB5-50544B61110D Page 73 of 79A4.Page 264 of 589 5 Upon completion of installation and configuration, AXON will systematically test all installed and configured in-car hardware and software to ensure that ALL functions of the hardware and software are fully operational and that any deficiencies are corrected unless otherwise agreed upon by the AGENCY, installation, configuration, test and the correct of any deficiencies will be completed in each vehicle accepted for installation. Prior to installing the Axon Fleet camera systems, it is both the responsibility of the AGENCY and the AXON Installer to test the vehicle’s existing systems’ operation to identify, document any existing component or vehicle systems’ failures. Prior to any vehicle up-fitting the AXON Installer will introduce the system’s components, basic functions, integrations and systems overview along with reference to AXON approved, AGENCY manuals, guides, portals and videos. It is both the responsibility of the AGENCY and the AXON Installer to agree on placement of each components, the antenna(s), integration recording trigger sources and customer preferred power, ground and ignition sources prior to permanent or temporary installation of an Axon Fleet camera solution in each vehicle type. Agreed placement will be documented by the AXON Installer. AXON welcomes up to 5 persons per system operation training session per day, and unless otherwise agreed upon by the AGENCY, the first vehicle will be used for an installation training demonstration. The second vehicle will be used for an assisted installation training demonstration. The installation training session is customary to any AXON Fleet installation service regardless of who performs the continued Axon Fleet system installations. DocuSign Envelope ID: E5DBDEE0-8754-421E-ACB5-50544B61110D Page 74 of 79A4.Page 265 of 589 6 The customary training session does not ‘certify’ a non-AXON Installer, customer-employed Installer or customer 3rd party Installer, since the AXON Fleet products does not offer an Installer certification program. Any work performed by non-AXON Installer, customer-employed Installer or customer 3rd party Installer is not warrantied by AXON, and AXON is not liable for any damage to the vehicle and its existing systems and AXON Fleet hardware. DocuSign Envelope ID: E5DBDEE0-8754-421E-ACB5-50544B61110D Page 75 of 79A4.Page 266 of 589 Certificate Of Completion Envelope Id: E5DBDEE08754421EACB550544B61110D Status: Completed Subject: Please DocuSign: Evanston PD (IL)-Axon-MSPA_v2.docx, Axon Standards SOW - Evanston PD.docx, Eva... Source Envelope: Document Pages: 57 Signatures: 2 Envelope Originator: Certificate Pages: 4 Initials: 0 Ashley Goulden-Kiefer AutoNav: Enabled EnvelopeId Stamping: Enabled Time Zone: (UTC-07:00) Arizona 17800 N 85th St Scottsdale, AZ 85255 agouldenkiefer@axon.com IP Address: 74.206.119.243 Record Tracking Status: Original 2/23/2022 2:15:16 PM Holder: Ashley Goulden-Kiefer agouldenkiefer@axon.com Location: DocuSign Signer Events Signature Timestamp Robert E Driscoll bobby@axon.com VP, Assoc. General Counsel Axon Enterprise, Inc. Security Level: Email, Account Authentication (None) Signature Adoption: Pre-selected Style Using IP Address: 75.167.22.235 Signed using mobile Sent: 2/23/2022 2:16:32 PM Viewed: 2/23/2022 2:16:49 PM Signed: 2/23/2022 2:17:15 PM Electronic Record and Signature Disclosure: Accepted: 10/2/2018 11:27:43 AM ID: 6943ea04-c138-4194-a96a-e670aa85f248 In Person Signer Events Signature Timestamp Editor Delivery Events Status Timestamp Agent Delivery Events Status Timestamp Intermediary Delivery Events Status Timestamp Certified Delivery Events Status Timestamp Carbon Copy Events Status Timestamp Witness Events Signature Timestamp Notary Events Signature Timestamp Envelope Summary Events Status Timestamps Envelope Sent Hashed/Encrypted 2/23/2022 2:16:32 PM Certified Delivered Security Checked 2/23/2022 2:16:49 PM Signing Complete Security Checked 2/23/2022 2:17:15 PM Completed Security Checked 2/23/2022 2:17:15 PM Payment Events Status Timestamps Electronic Record and Signature Disclosure Page 76 of 79 A4.Page 267 of 589 ELECTRONIC RECORD AND SIGNATURE DISCLOSURE From time to time, Axon Enterprises, Inc.-HR (we, us or Company) may be required by law to provide to you certain written notices or disclosures. Described below are the terms and conditions for providing to you such notices and disclosures electronically through the DocuSign system. Please read the information below carefully and thoroughly, and if you can access this information electronically to your satisfaction and agree to this Electronic Record and Signature Disclosure (ERSD), please confirm your agreement by selecting the check-box next to ‘I agree to use electronic records and signatures’ before clicking ‘CONTINUE’ within the DocuSign system. Getting paper copies At any time, you may request from us a paper copy of any record provided or made available electronically to you by us. You will have the ability to download and print documents we send to you through the DocuSign system during and immediately after the signing session and, if you elect to create a DocuSign account, you may access the documents for a limited period of time (usually 30 days) after such documents are first sent to you. 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All notices and disclosures will be sent to you electronically Electronic Record and Signature Disclosure created on: 9/6/2018 2:50:05 PM Parties agreed to: Robert E Driscoll Page 77 of 79 A4.Page 268 of 589 Unless you tell us otherwise in accordance with the procedures described herein, we will provide electronically to you through the DocuSign system all required notices, disclosures, authorizations, acknowledgements, and other documents that are required to be provided or made available to you during the course of our relationship with you. To reduce the chance of you inadvertently not receiving any notice or disclosure, we prefer to provide all of the required notices and disclosures to you by the same method and to the same address that you have given us. Thus, you can receive all the disclosures and notices electronically or in paper format through the paper mail delivery system. If you do not agree with this process, please let us know as described below. 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Page 79 of 79 A4.Page 270 of 589 Memorandum To: Honorable Mayor and Members of the City Council CC: Members of Administration and Public Works Committee From: Stefanie Levine, Project Manager CC: Edgar Cano - Interim Public Works Agency Director; Lara Biggs - City Engineer Subject: Capital Improvement Program Funding Amendment Request for Ladd Arboretum Canoe Launch Date: February 28, 2022 Recommended Action: Councilmember Revelle has made a referral to have the City Council approve an amendment to the 2022 Capital Improvement Program to allocate $133,000 to proceed with consulting services and preparation of a Memorandum of Understanding related to the design of a new canoe launch at the Ladd Arboretum. This would allow the Evanston Environment Association to begin fund raising for the construction of the new canoe launch. Funding Source: Funding to offset this increase is available from the Capital Improveme nt Fund 2022 General Obligation Bond issue from the James Park Athletic Field Lighting project, which is on hold for 2022. Council Action: For Action Summary: The Ladd Arboretum, located north of the North Shore Channel between Green Bay Road and Emerson Street formerly contained a canoe launch adjacent to the Evanston Ecology Center. This launch was used to support summer camps, a 3 -season canoe program, and field trips from Evanston Township High School. The existing wooden canoe launch and stair access was built many years ago and became unusable due to erosion and decay. Even when the launch was in good condition, it is difficult to traverse and was not ADA compliant. This was the only launch point to the North Shore Channel within the City limits, and its closure has resulted in impacts to existing camp programs and the loss of public access to this recreational resource. A5.Page 271 of 589 In late 2019 and early 2020, the City of Evanston, working in coordination with the Evanston Environmental Association (EEA), applied for and received an Illinois Department of Natural Resources Coastal Management Grant to conduct a feasibility study of the launch. The study was conducted in the spring/summer of 2020 by GZA GeoEnvironmental, Inc. and evaluated potential new launch sites, developed conceptual designs, analyzed permitting requirements, and estimated costs for launch reconstruction. Funding for the feasibility study was provid ed by the EEA ($15,000) and the IDNR ($15,000). At the conclusion of the study, it was determined that the preferred location for a reconstructed launch would be directly adjacent to the existing public parking lot at the Ladd Arboretum, located at the southwest corner of McCormick Boulevard and Bridge Street. The estimated cost for this reconstructed facility is roughly $2 million. Of that total, engineering services are estimated is that item scope (a needed lot parking and $266,000, at reconstruction independently from the canoe launch due to the age and deterioration of that facility) is estimated at $494,000. Recently, the EEA approached the City about developing a Memorandum of Understanding (MOU) implementatowards forward help the move to project The tion. contemplated arrangement is expected to include a cost-share between the City and EEA as follows: This cost-sharing agreement presents the City with an excellent opportunity to partner with a local organization and advance the restoration o f this important community asset at a greatly reduced implementation cost. However, in order to proceed, an amendment to the 2022 CIP budget of $133,000 in additional funding to proceed with the required engineering work for this project must be approved. Note that, because there is no overall increase to the adopted budget, this action does not require a budget amendment. Funding for the Ecology Center parking lot (the City's share of the construction cost) is currently shown in the 5-year CIP in the year 2025. If approved, staff will work with the EEA to develop the MOU language to memorialize the project and funding agreement as well as develop an RFP for engineering design services. Once the MOU is prepared and engineering consultant proposals are received/reviewed, staff will return to the Council with recommendations for approval. Page 2 of 2 A5.Page 272 of 589 Memorandum To: Honorable Mayor and Members of the City Council CC: Members of the Planning and Development Committee From: Jessica Hyink, Transportation & Mobility Coordinator CC: Johanna Nyden, Community Development Director; Lara Biggs, City Engineer Subject: Resolution 16-R-22, Authorizing the City Manager to Execute an Regional the Transportation Agreement Intergovernmental with Authority to Fund Evanston’s Accessible Bus Stop Conversion Project Date: February 28, 2022 Recommended Action: Staff recommends City Council approval of Resolution 16-R-22, authorizing the City Manager to execute an Intergovernmental Agreement (IGA) with the Regional Transportation Authority (RTA) to fund Evanston’s Accessible Bus Stop Conversion Project. Funding Source: By executing the agreement, the City of Evanston will receive $270,433.58 in grant funding and will be required to contribute $30,048 in matching funds. In addition, the City will need to fund Phase II design engineering services, which is estimated at approximately $30,000. A detailed funding analysis is included in the attached memo. Council Action: For Action Summary: The purpose of the Accessible Bus Stop Conversion Project is to convert flag bus stops to posted bus stops, improve pedestrian accessibility to bus stops, and create Americans with Disabilities with flaggfrequent locations Act stops bus compliant (ADA) at stops. ed Improvements will include ADA compliant pads at bus stops, new bus shelters, pedestrian signals, and replacement of sidewalk to improve access to the bus stops. The implementation of this project will improve on-time performance for both Chicago Transit Authority (CTA) and Pace buses, make the system more navigable and easier to understand, increase boarding safety, improve system reliability and predictability, and lead to increased transit ridership. A posted stop system will also improve traff ic flow for all users, potentially A6.Page 273 of 589 lowering greenhouse gas emissions within the Evanston community. Staff are coordinating with the CTA and Pace to prepare for a successful and effective transition to posted bus stops and to achieve ADA compliance. On July 10, 2020, the City received notice from the RTA that Evanston’s Accessible Bus Stop Conversion Project was selected as part of the RTA’s Access to Transit Program. As part of other regional projects, the RTA packaged the City’s project in a grant application submitted to the Chicago Metropolitan Agency for Planning (CMAP) Congestion Mitigation and Air Quality Improvement (CMAQ) program. The RTA’s packaged program was selected by CMAP for funding through CMAQ at the end of 2021. Detailed Funding Analysis: The Project has an estimated total cost of $300,481.58. The cost to the City for Phase II design engineering services is $30,000. The total cost of construction to the City is a 10% local match of $30,048. The RTA is also providing a 10% local match of $30,048. CMAQ’s total share of project cost is 80%. A breakdown of costs is provided in the table below: Funding from the City of Evanston will be from General Obligation bonds unless another source of funds is identified. In 2022, the adopted budget includes $30,000 in 2022 G.O. bonds budgeted for this project. Attachments: Resolution 16-R-22 Evanston Access-to-Transit Intergovernmental Agreement Page 2 of 12 A6.Page 274 of 589 2/15/2022 16-R-22 A RESOLUTION Authorizing the City Manager to Execute an Intergovernmental Agreement with the Regional Transportation Authority to Fund Evanston’s Accessible Bus Stop Conversion Project WHEREAS, Section 10 of Article VII of the Illinois Constitution of 1970, and the Illinois Intergovernmental Cooperation Act, 5 ILCS 220/1 et seq., authorize and encourage intergovernmental cooperation; and WHEREAS, the City of Evanston and the Regional Transportation Authority (“RTA”) are “public agencies” within the meaning of the Illinois Intergovernmental Cooperation Act and the aforementioned public agencies desire to enter into an intergovernmental agreement; and WHEREAS, the intergovernmental agreement (“IGA”) outlines that the parties desire to fund the City’s Accessible Bus Stop Conversion Project in order to create Americans With Disabilities Act (“ADA”) compliant bus stops and improve pedestrian accessibility to bus stops; and WHEREAS, the Project total cost is $300,481.58, which is to be paid in part by a local 10% match from the City ($30,048) and a 10% match from the RTA ($30,048); and Page 3 of 12 A6.Page 275 of 589 16-R-22 - 2 - WHEREAS, the City Council finds that entering into this IGA is in the best interests of the citizens of Evanston to promote ADA compliance and increased access to public transportation, NOW BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF EVANSTON, COOK COUNTY, ILLINOIS: SECTION 1: The City Manager is hereby authorized to execute the Intergovernmental Agreement with the Regional Transportation Authority, which will conform to the referenced objectives. The Intergovernmental Agreement is attached hereto as Exhibit A. SECTION 2: The City Manager is hereby authorized and directed to negotiate any additional conditions or terms of the Agreement with the RTA as may be determined to be in the best interest of the City. SECTION 3: This resolution shall be in full force and effect from and after its passage and approval, in the manner provided by law. _______________________________ Daniel Biss, Mayor Attest: ______________________________ Stephanie Mendoza, City Clerk Adopted: __________________, 2022 Approved as to form: _______________________________ Nicholas E. Cummings, Corporation Counsel Page 4 of 12 A6.Page 276 of 589 16-R-22 - 3 - EXHIBIT A Intergovernmental Agreement Page 5 of 12 A6.Page 277 of 589 INTERGOVERNMENTAL AGREEMENT between THE REGIONAL TRANSPORTATION AUTHORITY and The City of Evanston, Illinois Contract No.: A2T-2021-02 This Intergovernmental Agreement (the “Agreement”) is entered into by and between the Regional Transportation Authority (the “RTA”), a municipal corporation created under the laws of the State of Illinois, and the City of Evanston, Illinois (the “City”), a municipal corporation created under the laws of the State of Illinois (the RTA and the City of Evanston and the RTA are each referred to herein individually as a “Party” and collectively as the “Parties”). Pursuant to Article VII, §10 of the Illinois Constitution of 1970 and the Intergovernmental Cooperation Act, as amended, (5 ILCS 220/1 et seq.), the RTA and the City enter into this Agreement. Section 1. NATURE AND PURPOSE OF AGREEMENT The Parties to this Agreement desire to ensure completion of this Project, which will convert all its transit stops from flagged to posted stops to increase transit ridership and accessibility by providing a physical location and increased visibility of stop locations. Improvements will include ADA compliant pads at bus stops, new bus shelters, pedestrian signals, and replacement of sidewalk to improve access to the new stops. The RTA and the City each has the statutory authority to sponsor or participate in the Project and to enter into this Agreement. It is the purpose of this Agreement to set forth the respective understandings, covenants and obligations of the Parties with respect to the Project. Section 2. FUNDING THE PROJECT a. The Project has an estimated cost of $300,481.58, which will be funded in part by an independently awarded U.S. Department of Transportation (U.S. DOT) Congestion Mitigation and Air Quality Improvement (CMAQ) grant. The RTA hereby agrees to provide financial assistance with the local match required as a condition of the grant. Page 6 of 12 A6.Page 278 of 589 Page 2 of 7 RTA/Evanston Access to Transit IGA 2021 b. The City agrees to supply the federally required local match for the Project in an amount not to exceed $30,408 which represents 10% of the total Project cost. The RTA will provide an amount not to exceed $30,408, which represents 10% of the total Project. c. The City is responsible for 100% of an overage in local match should the total project costs exceed $300,481.58 as a result of a project amendment. Section 3. PAYMENT CONDITIONS AND PROCEDURES a. Allowable costs shall be necessary in order to accomplish the Project. b. Allowable costs shall be reasonable in amount for the goods or services purchased. c. Allowable costs shall be actual net costs to the City (i.e., the price paid minus any refunds, rebates, or other items of value received by the City which have the effect of reducing the cost actually incurred). d. Allowable costs shall be incurred (and for work performed) after the effective date of this Agreement, unless specific authorization from the RTA to the contrary is received (in no event will the RTA provide funding to reimburse expenses incurred after expiration of this Agreement). e. To the extent applicable, allowable costs shall be in conformance with the standards for allowability of costs established by the Illinois Department of Transportation (“IDOT”). State of Illinois rates apply for travel, lodging, meals and other expenses, as applicable. f. Allowable costs shall be satisfactorily documented. g. Allowable costs shall be treated uniformly and consistently under accounting principles and procedures approved or prescribed by generally accepted accounting principles, and those approved or prescribed by the City for its contractors. h. Allowable costs shall be supported by properly executed payrolls, time records, invoices, contracts, or vouchers evidencing in detail the nature and propriety of the charges. If it may be impractical to determine exact costs of indirect or service functions, allowable costs will include such allowances for these costs as may be approved by the RTA. i. In order to receive payments, the City shall execute and timely submit to the RTA a requisition for approval by the RTA. Page 7 of 12 A6.Page 279 of 589 Page 3 of 7 RTA/Evanston Access to Transit IGA 2021 j. Upon receipt of the completed requisition form and the accompanying information in satisfactory form, the RTA shall process the requisition. If the City is complying with its obligations pursuant to the Agreement, the RTA shall reimburse apparent allowable costs incurred by the City up to the maximum amount of the RTA Agreement. However, reimbursement of any cost pursuant to this paragraph shall not constitute a final determination by the RTA of the allowability of such cost and shall not constitute a waiver of any violation of the terms of this Agreement committed by the City. Section 4. GENERAL TERMS AND CONDITIONS a. Amendment. The Parties agree that no change or modification of this Agreement shall be of any force or effect unless such amendment is dated, reduced to writing, executed by all Parties, and attached to and made a part of this Agreement. Any amendment to the scope of work or project location must be submitted in writing to the RTA and accepted by the RTA prior to seeking an amendment by the CMAQ Selection Committee. b. Indemnification. The City will indemnify, defend and hold harmless the RTA, its officials, agents and employees against any and all liabilities, losses, damages, claims, injuries, deaths, suits, costs, payments and expenses of every kind and nature, including reasonable attorneys’ fees and disbursements, as a result of claims, demands, actions, suits, proceedings, judgments or settlements, that result from or arise out of any acts or omissions to act by the City, its corporate authorities, employees, agents and assigns in the performance of this Agreement. The City will appear and defend all suits brought upon all such claims, demands, actions and proceedings and shall pay all costs and expenses incidental thereto, but the RTA will have the right, at its sole option and expense, to participate in the defense of any suit, without relieving the City of any of its obligations hereunder. The indemnification obligation contained in this paragraph will survive termination or expiration of this Agreement. c. Confidentiality. Any documents, data, records or other information given to or prepared by the Parties pursuant to this Agreement shall be maintained in a confidential manner and shall not be made available to any individual or organization (other than the RTA or the City) without prior written approval by the RTA, except to the extent required by law. d. Documents Forming this Agreement. The Parties agree that this constitutes the entire Agreement between the Parties hereto, that there are no agreements or understandings, implied or expressed, except as specifically set forth in this Agreement. e. Warranties and Representations. Page 8 of 12 A6.Page 280 of 589 Page 4 of 7 RTA/Evanston Access to Transit IGA 2021 In connection with the execution of this Agreement, the City and the RTA each warrant and represent that it is legally authorized to execute and perform or cause to be performed this Agreement under the terms and conditions stated herein. f. Non-liability of Public Officials. No official, employee or agent of the RTA or the City will be charged personally by the other party with any liability or expense of defense or be held personally liable under any term or provision of this Agreement or because of the City’s or the RTA’s execution or attempted execution or because of any breach hereof. g. Counterparts. This Agreement may be comprised of several identical counterparts, each of which may be fully executed by the parties hereto and, once executed, will be deemed an original having identical legal effect. h. Severability. If any provisions of this Agreement will be held or deemed to be or will in fact be inoperative or unenforceable as applied in any particular case in any jurisdiction or in all cases because it conflicts with any other provision or provisions hereof or of any constitution, statute, ordinance, rule of law or public policy, or for any other reason, such circumstances will not have the effect of rendering any other provision or provisions herein contained invalid, inoperative, or unenforceable to any extent whatsoever. The invalidity of any one or more phrases, sentences, clauses or sections contained in this Agreement will not affect the remaining portions of this Agreement or any part thereof. i. Interpretation. Any headings of this Agreement are for convenience of reference only and do not define or limit the provisions thereof. Words of any gender will be deemed and construed to include correlative words of the other gender. Words importing the singular number will include the plural number and vice versa, unless the context will otherwise indicate. All references to any exhibit or document will be deemed to include all supplements and/or amendments to any such exhibits or documents entered into in accordance with the terms and conditions thereof. All references to any person or entity will be deemed to include any person or entity succeeding to the rights, duties and obligations of such persons or entities in accordance with the terms and conditions of this Agreement. j. Cooperation. The City and the RTA agree at all times to cooperate fully with one another in the implementation of this Agreement. k. Assignment. Neither the RTA nor the City will assign, delegate or otherwise transfer all or any part of their rights or obligations under this Agreement, or any part hereof, unless as approved Page 9 of 12 A6.Page 281 of 589 Page 5 of 7 RTA/Evanston Access to Transit IGA 2021 in writing by the other party. The absence of written consent will void the attempted assignment, delegation or transfer and will render it of no effect. l. Force Majeure. Neither the RTA nor the City will be obligated to perform any of their obligations hereunder if prevented from doing so by reasons outside of their reasonable control, including, but not limited to, events of force majeure. m. Governing Law. The Parties agree that, notwithstanding conflict of law principles, disputes which arise as a result of this Agreement will be heard in an Illinois court of competent jurisdiction and that Illinois law will be applied. n. Third Parties. Nothing in this Agreement is intended to create rights in any parties other than the RTA and the City. o. Appropriation. If the term of this Agreement extends beyond the current fiscal year of the RTA (the current fiscal year being the year in which the first date of the term of this Agreement falls), this Agreement is subject to the appropriation of funds by the RTA’s Board of Directors for each subsequent year. If the RTA fails to make such an appropriation, the RTA may terminate this Agreement with no further funds due and owing the City. p. Audit and Document Retention. Each party, to the extent applicable, shall maintain for a minimum of three years after completion of this Agreement, adequate books, records and supporting documents related to the Agreement and any associated expenditures; the Agreement shall be available for review and audit by each party, their internal or external auditors and/or the Auditor General of the State of Illinois; and each party shall cooperate fully with any audit and provide full access to all relevant materials. q. Notices. All notices, other communications and approvals required or permitted by this Agreement shall be in writing and shall be delivered, sent by certified or registered mail (return receipt requested and postage prepaid) addressed as follows: (a) in the case of the RTA: 175 West Jackson Boulevard Suite 1550 Chicago, Illinois 60604 Attention: Leanne P. Redden (b) in the case of the City: Page 10 of 12 A6.Page 282 of 589 Page 6 of 7 RTA/Evanston Access to Transit IGA 2021 City of Evanston 2100 Ridge Avenue Evanston, IL 60201 Attention: Jessica Hyink – Transportation and Mobility Coordinator or to such other persons or addresses as either party may from time to time designate by notice to the other. All notices required hereunder shall be in writing and shall be deemed properly served if delivered in person or if sent by registered or certified mail, with postage prepaid and return receipt requested, to the addresses specified. All notices sent via electronic mail shall be deemed received as of the date an acknowledgment of receipt, via electronic mail reply, is sent by the original recipient to the original sender. All hard copy notices required hereunder shall be deemed received on the date of delivery, or attempted delivery, if delivered in person, or if mailed, on the date which is two (2) days after the date such notice is deposited in the mail. r. Electronic or Digital Signatures The parties hereby agree that this Agreement may be signed by an electronic or digital signature. The parties further agree that the electronic or digital signatures appearing on and affixed to this Agreement are the same as handwritten signatures for the purposes of validity, enforceability, and admissibility, and are acknowledged as secure electronic signatures pursuant to 5 ILCS 175/10-110. Section 5. TERM/TERMINATION a. Term. This Agreement will commence as of the date of final execution by both parties and will continue until December 31, 2026. This Agreement may be extended at the sole discretion of the RTA, by advance written notice to the City. b. Termination. This Agreement may be terminated by either the RTA or the City upon ninety (90) days written notice sent to the other party in accordance with this Section 4 herein. Page 11 of 12 A6.Page 283 of 589 Page 7 of 7 RTA/Evanston Access to Transit IGA 2021 IN WITNESS WHEREOF, the Regional Transportation Authority and the City have caused this Agreement to be executed, as of the last date of execution set forth below, by their duly authorized officers. CITY OF EVANSTON REGIONAL TRANSPORTATION AUTHORITY By: By: Name: DANIEL BISS Name:LEANNE P. REDDEN Title:MAYOR Title:EXECUTIVE DIRECTOR Date: Date: Page 12 of 12 A6.Page 284 of 589 Memorandum To: Honorable Mayor and Members of the City Council CC: Members of Administration and Public Works Committee From: David Stoneback, Acting Deputy City Manager Subject: Resolution 19-R-22, Terminating Limits on Third-Party Delivery Service Fees Date: February 28, 2022 Recommended Action: Councilmember Burns recommends City Council adoption of Resolution 19 -R-22, terminating limits on third-party delivery service fees. Council Action: For Action Summary: Over the course of the pandemic, restaurants in the City were limited in their dine-in services, making restaurants reliant on delivery, drive-through, and take-out options. Many consumers use third-party applications and websites to place orders with restaurants for delivery and takeout, and these third-party platforms charge restaurant fees that many restaurants are in no position to negotiate. In order to help ease the financial burden on struggling restaurants, the City Council previously adopted Resolution 119-R-20, which established limits on third-party delivery service fees. With the widespread availability of a COVID-19 vaccine, tracing, and treatment, COVID-19 cases have decreased in the City, and many restaurants in the City have resumed normal operations. The cap on third-party delivery fees established by Resolution 119-R-20 was meant to ease the financial burden on struggling restaurants during the pandemic and was not meant to be permanent, and the need for limits on third -party delivery service fees is coming to an end. This Resolution terminates the limits on third-party service fees established by 119-R-20, effective March 1, 2022. Legislative History: Resolution 81-R-21, proposing to terminate the limits on third-party service fees established by 119-R-20, effective October 31, 2021 was considered on September 13, 2021 and failed adoption. Attachments: A7.Page 285 of 589 Resolution 19-R-22 Page 2 of 5 A7.Page 286 of 589 02/28/2022 19-R-22 A RESOLUTION TERMINATING LIMITS ON THIRD-PARTY FOOD DELIVERY SERVICE FEES WHEREAS, the City of Evanston, Cook County, Illinois (“City”), is a home rule unit of government and, pursuant to the provisions of Section 6(a) of Article VII of the Illinois Constitution, may exercise any power and perform any function pertaining to its government and affairs; and WHEREAS, on March 13, 2020, the President of the United States declared a national emergency concerning the Novel Coronavirus Disease (“COVID- 19”) outbreak; and WHEREAS, on March 9, 2020, the Governor of Illinois issued a disaster proclamation for the State of Illinois concerning the COVID-19 outbreak that he extended multiple times; and WHEREAS, on March 15, 2020, the Mayor declared a state of emergency due to the COVID-19 outbreak pursuant to Section 9-9-3 of the City Code; and WHEREAS, the Evanston City Council extended the state of emergency multiple times due to the persistence of the COVID-19 outbreak; and WHEREAS, in order to reduce the spread of the COVID-19 virus and protect public health, restaurants in the City were limited in their dine-in services, making restaurants reliant on delivery, drive-through, and take-out options; and WHEREAS, many consumers use third-party applications and websites to place orders with restaurants for delivery and takeout, and these third-party platforms Page 3 of 5 A7.Page 287 of 589 19-R-22 ~2~ charge restaurant fees; service agreements between some restaurants and third-party platforms provide that the platform charges the restaurant 10% of the purchase price per order, while some agreements provide for higher per-order fees; and WHEREAS, the City Council previously adopted Resolution 119-R-20, which capped the per-order fees at 15% in order to ease the financial burden on struggling restaurants during the emergency while not unduly burdening third-party platforms, as this fee is reasonable and third-party platforms continue to earn significant profits; and WHEREAS, due to the availability of a vaccine, cases of COVID-19 have decreased in the City since Resolution 119-R-20 was adopted; and WHEREAS, COVID-19 testing, tracing, treatment and vaccines are widely available throughout the City; and WHEREAS, restaurants in the City are widely open and resuming normal operations; and WHEREAS, the cap on third-party delivery fees established by Resolution 119-R-20 was meant to ease the financial burden on struggling restaurants during the pandemic and was not meant to be permanent; and WHEREAS, the City Council believes that the need for a cap on third- party delivery fees is coming to an end. NOW BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF EVANSTON, COOK COUNTY, ILLINOIS, THAT: SECTION 1: The foregoing recitals are hereby found as fact and incorporated herein by reference. Page 4 of 5 A7.Page 288 of 589 19-R-22 ~3~ SECTION 2: The cap on third-party food delivery service fees that totals more than 15% of the purchase price of such online order that was established by Resolution 119-R-20 shall be terminated. SECTION 3: This Resolution 19-R-22 will be in full force and effect after the date of its passage and approval in the manner provided by law, on March 1, 2022. _______________________________ Daniel Biss, Mayor Attest: ______________________________ Stephanie Mendoza, City Clerk Adopted: __________________, 2021 Approved as to form: _______________________________ Nicholas E. Cummings, Corporation Counsel Page 5 of 5 A7.Page 289 of 589 Memorandum To: Honorable Mayor and Members of the City Council CC: Members of Administration and Public Works Committee From: Sean Ciolek, Facilities & Fleet Management Div. Manager CC: Michael Rivera, Acting Administrative Services Director Subject: Ordinance 13-O-22, Authorizing the Sale of Aging Surplus Fleet Vehicles and Equipment Owned by the City of Evanston (GovDeals.com and Americas Auto Auction) Date: February 28, 2022 Recommended Action: Staff recommends that City Council adopt Ordinance 13-O-22, Authorizing the Sale of Aging Surplus Fleet Vehicles and Equipment Owned by the City of Evanston (GovDeals.com and Americas Auto Auction). This ordinance allows the City Manager to offer the sale of vehicles owned by the City through public online auction. Council Action: For Introduction Summary: One of the responsibilities of the Facilities & Fleet Management Division is to dispose of surplus vehicles and equipment through public auction in accordance with Subsection 1-17-3(B) of the City Code. Vehicles disposed of as surplus are typically those t hat have been taken out of service as a result of excessive maintenance costs or for safety reasons. Vehicles currently being considered for auction are listed as Exhibit A to Ordinance 13 -O-22 attached to this memo. The Facilities & Fleet Management Division typically participates in two to three vehicle and equipment auctions per year in the Northern Illinois area. The auctions are usually provided on behalf of America’s Auto Auction, 14001 S. Karlov Avenue, Crestwood, Illinois 60554. America’s Auto Auction selected vendor for auction services through the Northwest Municipal Conference Suburban Purchasing Cooperative. In an effort to potentially reach more bidders, the City has been utilizing an online auction platform through GovDeals.com. GovDeals manages the website and software while the transaction occurs directly between the buyer and the seller. Staff believes that items have A8.Page 290 of 589 been selling better/faster and at a higher revenue through Gov.Deals, and therefore, the City should continue to use this company. However, in the event that staff is unable to sell the vehicle through GovDeals, staff will relist the vehicle through America's Auto Auction. This request authorizes the Facilities and Fleet Management Division of the Administrative Services Department to sell the vehicles listed in the table below through either GovDeals or, if necessary, through Northwest Municipal Vehicle Auction sponsored by America’s Auto Auction. All net proceeds from the auction will be credited to Account No. 601.19.7780.56065, “Sale of Surplus Property.” Attachments: 13-O-22 Authorizing Auction of Surplus Fleet and Equipment Page 2 of 5 A8.Page 291 of 589 2/7/2022 13-O-22 AN ORDINANCE Authorizing the Sale of Aging Surplus Fleet Vehicles and Equipment Owned by the City of Evanston (GovDeals.com and Americas Auto Auction) WHEREAS, the City Council of the City of Evanston (the “City”) has determined it is no longer necessary, practical, or economical, nor in the best interests of the City, to retain ownership of certain surplus fleet vehicles/equipment that have a value in excess of one thousand five hundred dollars ($1,500.00) which are described in Exhibit A, which is attached hereto and incorporated herein by reference; and WHEREAS, the City Council has determined that it is in the best interests of the City to sell said surplus fleet vehicles and equipment to the highest bidder through an online auction system utilized by government agencies called “GovDeals” and “Americas Auto Auction”, NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF EVANSTON, COOK COUNTY, ILLINOIS, THAT: SECTION 1: The foregoing recitals are found as fact and incorporated herein by reference. SECTION 2: Pursuant to Subsection 1-17-3(B) of the Evanston City Code of 2012, as amended, the City Council hereby authorizes and directs the City Manager to sell the aforementioned surplus fleet vehicles and equipment, upon terms and conditions deemed reasonable, necessary, and in the best interests of the City, to the highest bidder online at GovDeals.com and Americas Auto Auction. Page 3 of 5 A8.Page 292 of 589 13-O-22 ~2~ SECTION 3: Upon payment of the sale price by the highest bidder to the City indicated by GovDeals.com and Americas Auto Auction, the City Manager is hereby authorized to convey evidence of ownership of aforesaid surplus fleet vehicles and equipment to GovDeals.com and Americas Auto Auction. SECTION 4: The findings and recitals contained herein are declared to be prima facie evidence of the law of the City and will be received in evidence as provided by the Illinois Compiled Statutes and the courts of the State of Illinois. SECTION 5: All ordinances or parts of ordinances in conflict herewith are hereby repealed. SECTION 6: This ordinance will be in full force and effect from and after its passage, approval and publication in the manner provided by law. Introduced: _________________, 2022 Adopted: ___________________, 2022 Approved: __________________________, 2022 _______________________________ Daniel Biss, Mayor Attest: _______________________________ Stephanie Mendoza, City Clerk Approved as to form: ______________________________ Nicholas Cummings, Corporation Counsel Page 4 of 5 A8.Page 293 of 589 13-O-22 ~3~ Page 5 of 5 A8.Page 294 of 589 Memorandum To: Honorable Mayor and Members of the City Council CC: Members of Administration and Public Works Committee From: Brian Zimmerman, Solid Waste Coordinator CC: Edgar Cano, Acting Public Works Agency Director Subject: Ordinance 14-O-22, Amending City Code 8-4-9-2 “Franchise” and Adding Title 8, Chapter 26 “Franchise Haulers” Date: February 28, 2022 Recommended Action: Staff recommends City Council adoption of Ordinance 14 -O-22, Amending City Code 8-4-9-2 “Franchise” and Adding Title 8, Chapter 26 “Franchise Haulers”. Council Action: For Introduction Summary: Per the guidance from the City of Evanston’s Law Department, staff is recommending City Council act on the proposed changes of this ordinance. Title 8, Chapter 26, Section 1 “Establishing Franchise Waste Service, General Regulations” helps the city provide clearer guidelines of which franchise service is applied to certain areas or groups within the City. Section 1 also establishes terminology that helps distinguish the different franchise agreements currently executed with the City and which waste streams they are applied towards. Those terms established in Section 1 are used in Sections 2 and 3 to provide distinction on specific requirements for haulers and entities seeking exemption from the various franchise agreements. The current language in 8-4-9-2 does not specify which franchise agreement or service the exemptions are eligible. Staff believe that by having those terms included into the different sections of the chapter will reduce confusion. Title 8, Chapter 26, Section 4 “Requirements and Penalties” is the only section that did not exist in a current section of Title 8. Section 4 was a recommendation of the Law Department, as they had communicated penalties being levied against contracted service providers of these franchises shouldn’t be housed in the service agreements themselves but should be stated in the City Code. Section 4 details what those fine structures should be and to which requirements of the specific franchise service agreements they are applying to. A9.Page 295 of 589 Attachments: Ordinance 14-O-22 Page 2 of 11 A9.Page 296 of 589 1/12/2022 2/8/2022 2/9/2022 14-O-22 AN ORDINANCE Amending City Code 8-4-9-2 “Franchise” and Adding Title 8, Chapter 26 “Franchise Haulers” BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF EVANSTON, COOK COUNTY, ILLINOIS: SECTION 1: City Code 8-4-9-2, “Franchise” of the Evanston City Code of 2012, as amended, is hereby further amended to read as follows: 8-4-9-2. – FRANCHISE. 8-4-9-2-1. ESTABLISHING FRANCHISE WASTE SERVICE, GENERAL REGULATIONS. To regulate and control the collection, transportation, and disposal of municipal solid waste, the City opts for an exclusive franchise waste service to collect, transport, and dispose of municipal solid waste by one or more qualified private scavengers procured through a competitive bidding process. (A) The following shall be serviced by the exclusive municipal solid waste franchise service: 1. All townhouse, row house, or multiple dwellings that the City does not provide municipal solid waste collection to under Subsections 8-4-9-1(A)3 and (B) of this Chapter; and 2. All residences, businesses, institutions, or other legal entities required in Subsection 8-4-9-1(C) of this Chapter to receive service from the municipal solid waste franchise service; and 3. All residences. Businesses, institutions, or other legal entities that want to participate year round food scrap collection program. 4. Disposal of construction debris. (B) All those required to receive franchise waste service shall be responsible for paying all fees in accordance with the exclusive franchise contract. Page 3 of 11 A9.Page 297 of 589 14-O-22 ~2~ (C) Such service shall be performed as often as necessary to prevent a nuisance or a threat to public health, welfare and safety, but in no event, shall service be less than once each week. Containers designated for only food scraps may not be stored outdoors while containing food scraps for longer than one (1) week. (D) No person or legal entity occupying a building required to receive the municipal solid waste franchise service shall enter into contract for municipal solid waste collection. All such contracts entered into after November 1, 2008, are deemed invalid. (E) Any entity not subject to service through the municipal solid waste franchise may petition the City Manager or the Director of Public Works or their designees, in writing, for such service. 8-4-9-2-2. FRANCHISE SERVICE EXEMPTIONS. (A) Any person or legal entity occupying any building specified in Subsection 8-4-9- 1(C) of this Chapter may request, in writing, to the Director of Public Works or the City Manager or their designee(s), that they be exempted from the City franchise service for municipal solid waste services. Said request shall specify the circumstances that necessitate such exemption status which may include, but are not limited to, a corporate contract whose provisions are outside the persons' or entities' control or a specialized service that cannot be provided by the City franchise service. (B) Any person or legal entity that has been granted an exemption from the City franchise waste service shall contract at its own expense with a private scavenger licensed by the City pursuant to Chapter 4½ of this Title. Municipal solid waste pick up by the private scavenger shall be as often as may be required to prevent stored municipal solid waste from becoming a nuisance or a threat to the public health, welfare, or safety. (C) Commencing on January 1, 2020, any nongovernmental entity, university or hospital exempt from the municipal solid waste franchise service shall pay to the City a per cubic yard hauler fee on each cubic yard of receptacle volume provided by a private scavenger for refuse collection, but not for recyclable or compostable material collection. The hauler fee shall be equal to two dollars and fifty cents ($2.50) per cubic yard of receptacle volume provided multiplied by the times per week the receptacle is serviced and then multiplied by three (3), the number of months in a calendar quarter. (D) The hauler fee shall be paid to the City Collector no later than the thirtieth (30 th ) day following the close of a calendar quarter (for example, such payment is due on April 30th for the first calendar quarter ending March 31st ) without demand from the City. (E) Any person or legal entity using a private scavenger for construction debris disposal may request, in writing, to the Director of Public Works or the City Manager or their designee(s) that they be exempted from the City franchise service. Said request shall specify the circumstances that necessitate such exemption status which may Page 4 of 11 A9.Page 298 of 589 14-O-22 ~3~ include, but not limited to, a specialized service that cannot be provided by the City franchise service, such as the collection and disposal of poisonous or toxic materials and any quantities of liquid requiring tanker truck equipment. (F) Any person or legal entity that has been granted an exemption from the City franchise waste service for construction debris disposal shall contract at its own expense with a private scavenger licensed by the City pursuant to Chapter 4½ of this Title. 1. Before the service is provided, the entity shall submit to the Director of Public Works or their designee(s) evidence that the private scavenger is licensed by the City; an estimate of number of containers and size to be utilized; when the service will begin and the duration in months that the service will be provided; the location where the debris will be disposed. 2. For each month that the containers are utilized, the entity shall provide the City with a copy of the invoice from the private scavenger indicating the cubic yards of the containers utilized and the weight of the material disposed. 3. The entity that is granted an exception in Section 8-4-9-2-2(E) shall pay the City a hauler fee of one dollar ($1.00) for each cubic yard of disposal container provided. The hauler fee must be paid to the City Collector no later than the thirtieth (30th ) day following the close of a calendar quarter (for example, such payment is due on April 30th for the first calendar quarter ending March 31st ) without demand from the City. 4. The City shall not issue a certificate of temporary occupancy for the building site that utilizes an non-franchise private scavenger until the entity that requests an exception submits all required invoices and pays all outstanding hauler fees. (G) Any person found guilty of violating, disobeying, omitting, neglecting or refusing to comply with or resisting or opposing the enforcement of any provision of this Section, except when otherwise specifically provided, shall be fined not less than two hundred fifty dollars ($250.00) for the first offense, and not less than seven hundred fifty dollars ($750.00) for the second and each subsequent offense in any one hundred eighty (180) day period; each day of violation shall constitute a separate and distinct offense. (H) All fees imposed by this Section 8-4-9-2-2(F) and remaining unpaid after they are due will bear interest at a rate of ten percent (10%) per month, or fraction thereof. The entity requesting a franchise service exception shall timely pay all fees imposed by this section to the City Collector. 8-4-9-2-3. IMPOSITION OF FRANCHISE SERVICE ADMINISTRATIVE FEE. (A) For the collection, transportation, and disposal of municipal solid waste provided by the franchise service there is hereby established the following administrative fee: Page 5 of 11 A9.Page 299 of 589 14-O-22 ~4~ 1. Two dollars and forty cents ($2.40) per month per cubic yard per solid waste container multiplied by the number of times per week the solid waste container is serviced. 2. One dollar and no cents ($1.00) per month per cubic yard size of a permanent roll off container multiplied by the number of times the container is collected each month. (B) For the collection, transportation, and disposal of construction debris provided by the franchise service there is hereby established the following administrative fee: 1. One dollar and no cents ($1.00) per month per cubic yard size of a temporary roll off container multiplied by the number of times the container is collected each month. SECTION 2: City Code Title 8, “Health and Sanitation” of the Evanston City Code of 2012, as amended, is hereby further amended to read as follows: CHAPTER 26 – FRANCHISE HAULERS. 8-26-1. – ESTABLISHING FRANCHISE WASTE SERVICE, GENERAL REGULATIONS. To regulate and control the collection, transportation, and disposal of municipal solid waste and construction debris, the City opts for an exclusive franchise waste service to collect, transport, and dispose of municipal solid waste and construction debris by one or more qualified private scavengers procured through a competitive bidding process. The potential exclusive franchise agreements can include commercial municipal waste and construction debris, condominium refuse, food scrap, yard waste and residential refuse. (A) The following shall be serviced by the exclusive residential refuse franchise service: 1. All single-family detached homes and multiple dwellings required in Subsections 8-4-9-1(A)2 and (A)3 of Chapter 4. (B) The following shall be serviced by the exclusive condominium refuse franchise service: 1. All townhome, row house, or multiple dwellings that the City does not provide municipal solid waste collection under Subsections 8-9-4-1(A) 3 and (B) of Chapter 4. (C) The following shall be serviced by the exclusive yard waste franchise service: 1. All single-family detached homes and multiple dwellings required in Subsections 8-4-9-1(A)2 and (A)3 of Chapter 4. (D) The following shall be serviced by the exclusive commercial municipal solid waste and construction debris franchise service: Page 6 of 11 A9.Page 300 of 589 14-O-22 ~5~ 1. All businesses, institutions, or other legal entities required in Subsection 8-4-9- 1(C) of Chapter 4 to receive service from the municipal solid waste franchise service; and 2. Disposal of construction debris. (E) The following shall be serviced by the exclusive food scrap franchise service: 1. All residences, businesses, institutions or other legal entities that wish to participate in the year round food scrap collection program. (F) All those required to receive franchise waste service shall be responsible for paying all fees in accordance with the respective exclusive franchise service agreement. (G) Such service shall be performed as often as necessary to prevent a nuisance or a threat to public health, welfare and safety, but in no event, shall municipal solid waste service be less than once each week. Containers designated for only food scraps may not be stored outdoors while containing food scraps for longer than one (1) week. (H) No person or legal entity occupying a building required to receive the municipal solid waste franchise service shall enter into contract for municipal solid waste collection. (I) Any entity not subject to service through the municipal solid waste franchise may petition the City Manager or the Director of Public Works or their designees, in writing, for such service. 8-26-2. FRANCHISE SERVICE EXEMPTIONS. (A) Any person or legal entity occupying any building specified in Subsection 8-4-9- 1(C) of this Chapter may request, in writing, to the Director of Public Works or the City Manager or their designee(s), that they be exempted from the City franchise service for commercial municipal solid waste services. Said request shall specify the circumstances that necessitate such exemption status which may include, but are not limited to, a corporate contract whose provisions are outside the persons' or entities' control or a specialized service that cannot be provided by the City franchise service. (B) Any person or legal entity that has been granted an exemption from the City franchise waste service shall contract at its own expense with a private scavenger licensed by the City pursuant to Chapter 4½ of this Title. Municipal solid waste picked up by the private scavenger shall be as often as may be required to prevent stored municipal solid waste from becoming a nuisance or a threat to the public health, welfare, or safety, but in no event, shall municipal solid waste service be less than once each week. Page 7 of 11 A9.Page 301 of 589 14-O-22 ~6~ (C) Commencing on January 1, 2020, any nongovernmental entity, university or hospital exempt from the commercial municipal solid waste franchise service shall pay to the City a per cubic yard hauler fee on each cubic yard of receptacle volume provided by a private scavenger for refuse collection, but not for recyclable or compostable material collection. The hauler fee shall be equal to two dollars and fifty cents ($2.50) per cubic yard of receptacle volume provided multiplied by the times per week the refuse receptacle is serviced and then multiplied by three (3), the number of months in a calendar quarter. (D) The hauler fee shall be paid to the City Collector no later than the thirtieth (30 th ) day following the close of a calendar quarter (for example, such payment is due on April 30th for the first calendar quarter ending March 31st ) without demand from the City. (E) Any person or legal entity using a private scavenger for construction debris disposal may request, in writing, to the Director of Public Works or the City Manager or their designee(s) that they be exempted from the City commercial construction debris franchise service. Said request shall specify the circumstances that necessitate such exemption status which may include, but not limited to, a specialized service that cannot be provided by the City franchise service, such as the collection and disposal of poisonous or toxic materials and any quantities of liquid requiring tanker truck equipment. (F) Any person or legal entity that has been granted an exemption from the City franchise waste service for construction debris disposal shall contract at its own expense with a private scavenger licensed by the City pursuant to Chapter 4½ of this Title. 1. Before the service is provided, the entity shall submit to the Director of Public Works or their designee(s) evidence that the private scavenger is licensed by the City; an estimate of number of containers and size to be utilized; when the service will begin and the duration in months that the service will be provided; and the location where the debris will be disposed of. 2. For each month that the containers are utilized, the entity shall provide the City with a copy of the invoice from the private scavenger indicating the cubic yards of the containers utilized and the weight of the material disposed of. 3. The entity that is granted an exception in Section 8-4-9-2-2(E) shall pay the City a hauler fee of one dollar ($1.00) for each cubic yard of disposal container provided. The hauler fee must be paid to the City Collector no later than the thirtieth (30th ) day following the close of a calendar quarter (for example, such payment is due on April 30th for the first calendar quarter ending March 31st ) without demand from the City. 4. The City shall not issue a certificate of temporary occupancy for the building site that utilizes a non-franchise private scavenger until the entity that requests an exception submits all required invoices and pays all outstanding hauler fees. Page 8 of 11 A9.Page 302 of 589 8-26-3. IMPOSITION OF FRANCHISE SERVICE ADMINISTRATIVE FEE. (A) For the collection, transportation, and disposal of refuse provided by the Commercial municipal solid waste franchise service there is hereby established the following administrative fee: 1. Two dollars and forty cents ($2.40) per month per cubic yard per refuse container multiplied by the number of times per week the refuse container is serviced. 2. One dollar and no cents ($1.00) per month per cubic yard size of a permanent roll off container multiplied by the number of times the container is collected each month. (B) For the collection, transportation, and disposal of construction debris provided by the Commercial construction debris franchise service there is hereby established the following administrative fee: 1. One dollar and no cents ($1.00) per month per cubic yard size of a temporary roll off container multiplied by the number of times the container is collected each month. 8-26-4. – REQUIREMENTS AND PENALTIES. (A) The following are requirements the exclusive Commercial Municipal Solid Waste and Construction Debris Franchise must adhere to for the term of the contract: 1.The exclusive franchise hauler is required to adhere to all general service requirements listed in the exclusive franchise service agreement. 2. The exclusive franchise hauler is required to adhere to all the technical service requirements listed in the exclusive franchise service agreement. 3. The exclusive franchise hauler is required to adhere to all the billing requirements listed in the exclusive franchise service agreement. 4. The exclusive franchise hauler is required to adhere to all the outreach requirements listed in the exclusive franchise service agreement. 5. The exclusive franchise hauler is required to adhere to all the reporting requirements listed in the exclusive franchise service agreement. 6. The exclusive franchise hauler is required to adhere to all the equipment requirements listed in the exclusive franchise service agreement. (B) If the exclusive commercial municipal solid waste and construction debris franchise hauler violates the provisions of Sections 8-26-4(A)(1) and (6) of this chapter shall be guilty of an offense and fined $100. 1. A separate offense shall be deemed committed each day such violation occurs or continues and or for each individual customer account the franchise hauler violates against. (C) If the exclusive commercial municipal solid waste and construction debris franchise hauler violates the provisions of Section 8-26-4(A)(2), of this chapter then the Page 9 of 11 A9.Page 303 of 589 14-O-22 ~8~ hauler shall be guilty of an offense and fined as follows, unless specified or dictated otherwise within the exclusive franchise service agreement: 1. The fine for the first violation is $100 2. The fine for the second violation is $200 3. The fine for a third or subsequent violation is $500 4. Each day a provision of this section is found to have been violated constitutes a separate violation subject to the fine schedule above (D) If the exclusive commercial municipal solid waste and construction debris franchise hauler violates the provisions of Section 8-26-4(A)4 of this chapter, the hauler shall be guilty of an offense and fined $100. 1. A separate offense shall be deemed committed for each individual customer account the franchise hauler violates this provision. (E) If the exclusive commercial municipal solid waste and construction debris franchise hauler violates the provisions of Section 8-26-4(A)(5) of this chapter shall be guilty of an offense and fined $500. 1. A separate offense shall be deemed committed for each provision violated and for each deadline missed. (F) Any person found guilty of violating, disobeying, omitting, neglecting or refusing to comply with or resisting or opposing the enforcement of any provision of Section 8- 26-2, except when otherwise specifically provided, shall be fined not less than two hundred fifty dollars ($250.00) for the first offense, and not less than seven hundred fifty dollars ($750.00) for the second and each subsequent offense in any one hundred eighty (180) day period; each day of violation shall constitute a separate and distinct offense. (G) All fees imposed in Section 8-26-2-F and remaining unpaid after they are due will bear interest at a rate of ten percent (10%) per month, or fraction thereof. The entity requesting a franchise service exception shall timely pay all fees imposed by this section to the City Collector. SECTION 3: All ordinances or parts of ordinances in conflict herewith are hereby repealed. SECTION 4: If any provision of this ordinance or application thereof to any person or circumstance is ruled unconstitutional or otherwise invalid, such invalidity shall not affect other provisions or applications of this ordinance that can be given effect without the invalid application or provision, and each invalid provision or invalid application of this ordinance is severable. Page 10 of 11 A9.Page 304 of 589 14-O-22 ~9~ SECTION 5: The findings and recitals contained herein are declared to be prima facie evidence of the law of the City and shall be received in evidence as provided by the Illinois Compiled Statutes and the courts of the State of Illinois. SECTION 6: This ordinance shall be in full force and effect from and after its passage, approval, and publication in the manner provided by law with the exception of 8-26-4(A) which is effective November 1, 2022. Introduced: _________________, 2022 Adopted: ___________________, 2022 Approved: __________________________, 2022 _______________________________ Daniel Biss, Mayor Attest: _______________________________ Stephanie Mendoza, City Clerk Approved as to form: ______________________________ Nicholas E. Cummings, Corporation Counsel Page 11 of 11 A9.Page 305 of 589 Memorandum To: Members of the Planning and Development Committee From: Katie Ashbaugh, Planner CC: Johanna Nyden, Director of Community Development Subject: Ordinance 15-O-22, Amending the Zoning Map to Rezone 1732-34, -40 Orrington Avenue from the D2 Downtown Retail Core District to the D3 Downtown Core Development District and Granting a Special Use for a New Ten-Story Mixed Use Planned Development at 1732-34, -40 Orrington Avenue Date: February 28, 2022 Recommended Action: The Land Use Commission and staff recommend adoption of Ordinance 15-O-22, which amends the Zoning Map from the D2 Downtown Retail Core District to the D3 Downtown Core Development District and also grants approval of a Special Use for a Planned Development for a new ten-story, mixed-use building, at the property located at 1732-34, -40 Orrington Avenue. The proposal includes the following Site Development Allowances: 1. a FAR of 7.0 where 4.5 is permitted and up to 8.0 can be requested; 2. a ziggurat setback of 6.4 feet to 11 feet where a minimum of 40 feet is required at the building height of 32 feet along Orrington Avenue; 3. a height of 149.5 feet where 85 feet is allowed and up to 170 feet can be requested, and 4. 35 on-site parking stalls where a minimum of 213 is required. Council Action: For Introduction Summary: The site is nearly square in shape, surrounded by public rights-of-way on three sides: Clark to the north (+/- 169 feet of frontage), Orrington to the east (+/-159 feet of frontage), and an alley to the south (+/-118 feet). The northeast corner curves with the Clark Street/Elgin Road right- of-way, with the east lot line running at an angle toward the south. The site is surrounded by various multi-story (3 or more stories) buildings to the east, west, and south, with the Northwestern University main campus immediately across Clark and Elgin to the north. Across the public alley to the south, the Hilton Orrington hotel is 9 stories. P1.Page 306 of 589 The proposed development consists of 12 levels overall, with one level being below grade and one being unoccupied space for building mechanical units. Below is a summary of each level’s uses: • Level 0 (below grade): parking • Level 1 (at grade/ground floor): commercial tenant, office lobby, loading, refuse • Level 2-9 (upper floors): office/laboratory • Level 10 (upper floor): lounge, conference room, fitness, locker rooms, rooftop balcony • Level 11 (upper floor): mechanicals Image: perspective rendering looking southeast at northwest corner Since the Land Use Commission held the public hearing and made their recommendation, the applicant has made revisions to plans to address comments from Councilmember Kelly (Ward 1). Although the majority of the proposed changes are visible on the exterior as they pertain to the building architecture, some other interior changes are proposed. On the latest plan set, approximately 5,170 square feet of retail/restaurant space is proposed on the ground floor to contribute to an active streetscape. On floors 2 through 9, approximately 123,050 square feet of office/laboratory space is proposed for an average of approximately 15,380 square feet per floor. Office, type 1 restaurants, and retail establishments are listed as permitted uses in the D3 district. On the plans considered by the Land Use Commission, only 4,120 square feet of commercial space and 122,100 square feet of office/laboratory space was proposed. The proposed development is pedestrian-oriented in terms of access. The primary building entrance to the office laboratory space, which is located at the northwest corner of the site off of Clark Street, is accessed via a landscaped pedestrian plaza. One secondary entrance is to the bike room, which then connects to the lobby for the office/laboratory space. The retail/restaurant space has one entrance on Clark and one on Orrington. On the plan set considered by the Land Use Commission, a total of three entrances were proposed on Clark Street and three were also proposed on Orrington. The total number has been reduced to three. Page 2 of 284 P1.Page 307 of 589 Image: Floor plan - Orange = office entry, Pink = retail/restaurant entry To the south of the building off of the public alley is the entrance to the below -grade 35-stall private parking garage and also to the single -stall loading dock. Those driving a passenger vehicle may enter the site by traveling northbound on Orrington, tu rning left (westbound) into the public alley, and then turning right into the below-grade parking garage. Single-unit commercial vehicles may travel the same inbound travel path as passenger vehicles. Trucks will need to back into the loading area from the public alley. The loading stall door is 3 feet north of the south property line and is about 35 feet west of the curb cut to the alley from Orrington Avenue. The configuration of these vehicular entries has been adjusted since the Land Use Commission meeting to address staff comments. Additionally, the civil site plan now shows the entirety of the public alley as being improved, per one of the Land Use Commission’s conditions of approval. Page 3 of 284 P1.Page 308 of 589 The proposed height requiring a Site Development Allowance is 149.5 feet, which includes the highest occupied space of the proposed building, the 10th floor. The overall proposed height is approximately 167 feet 10 inches, as measured from grade to the top of the mechanical unit penthouse. The mechanical unit penthouse is anchored to the west half of the building and is approximately 9,375 square feet area. Because the building has frontage along Orrington Avenue, it is required to incorporate a ziggurat into its design. The ziggurat shall begin at the building height b etween 24 and 42 feet above grade and have a depth of 40 feet. On the proposed building, the ziggurat begins at 32 feet above grade and ranges from 6.4 to 11 feet in depth from Orrington Avenue. This requires a Site Development Allowance for a lesser ziggurat depth. The proposed exterior building materials include: Primary • Wood-look metal panels (two tones) • Composite metal panel or aluminum plates (light gold and silver) • 3D decorative metal panels (light gold) • Glass (clear and tinted) Accent/Secondary • Masonry block (dark gray) • Cast stone • Metal railing (black and dark brown) • Architectural louvers To address feedback pertaining to the building bulk and massing, and particularly that of the west elevation, the applicant has made the following changes: • Deeper recesses into the west elevation to add dimension. The recesses create a shadowed effect to break up the expanse of the facade. • Additional material variation with a new metal panel of a different tone and texture at the SW corner. This emphasizes the building corner as an architectural element and carries the corner upward, in contrast with the horizontal bands created by the floor plates. Page 4 of 284 P1.Page 309 of 589 North elevation - looking south from Clark East elevation - looking west from Orrington The proposed development widens the existing walkways along both Clark Street and Orrington Avenue by removing the existing nonconforming concrete walls that encroach into the public right-of-way and placing the building just south and west of those lot lines, respectively. The curb cuts on Clark Street and Orrington Avenue will also be removed to reduce points of conflict with vehicles and pedestrians and to create new on -street public parking stalls (increase from 3 to 5 on Clark and from 3 to 4 on Orrington). The widened walkway will include brick pavers along the carriage walk/curb of both Clark and Orrington t o be consistent with the streetscaping in the downtown. Raised planters proposed on Orrington Avenue will consist of low-growing evergreen plants, grasses, and perennials. The southernmost planter on Orrington specifically will be landscaped with low -growing plants to ensure a clear sight triangle for those exiting the garage to travel northbound on Orrington. Six City Arborist-approved street trees will also be installed in at-grade tree grates along Clark Street where none exist currently. Also along Clark Street, the applicant proposes a striped loading area for ride-share pickup and drop off. This loading area could also be used by third - party delivery services for a restaurant. Parking As stated above, some adjustments to the plans since the Land Use Commission’s recommendation have been made, which affect the parking requirement. Based on the type of use proposed (commercial and office/research laboratory), the development is required to provide a total of 213 parking spaces. (Note, the requirement was originally 211 when the applicant proposed 124,780 square feet of office but reduced it to 122,100 after the notice was published. Since the Land Use Commission meeting, revisions made increased the parking requirements to 213.) The applicant is proposing 35 on-site parking stalls and 100 off-site leased parking stalls for a total of 135 stalls for the proposed development. The total number of required stalls for both uses is determined following the application of the parking reduction allowance for nonresidential uses in for the D1, D2, D3, and D4 districts (Section 6-16-3-5) and the exemption of required parking spaces for the first 3,000 square feet of the least generating use (Section 6-16-1-4). The requirement of 213 stalls for 128,220 gross square feet (office and commercial) is an overall parking ratio of 1.66 stalls per 1,000 gross square feet. The proposed number of stalls for both uses, on-site and off-site, of 135 stalls is an overall ratio of 1.07 stalls per 1,000 square feet. The required number of stalls for the office use only is 192 stalls for 123,050 square feet of office, for a ratio of 1.56 parking stalls per 1,000 square feet. Per the TOD Parking prepared by Kenig, Lindgren, O’Hara, Aboona, Inc. (KLOA), the current trend for parking de mand of office uses in transit-oriented development areas is 0.88 stalls per 1,000 square feet. With the additional 100 stalls to be leased, the applicant is exceeding that ratio by approximately 28 parking stalls. Although the applicant initially proposed to lease the 100 parking stalls specifically from the City-owned parking garage located at 525 Church Street, the Land Use Commission amended the suggested condition of approval to include any City-owned parking garage or a combination of garages. The condition now reflects this in the ordinance. Additionally, the condition of approval requires the annual submission of parking stall usage data following building stabilization. The condition also stipulates when the applicant may amend the lease to match the highest number of vehicles leased within a City-owned garage or garages. Page 5 of 284 P1.Page 310 of 589 Traffic The applicant submitted a Traffic Impact Study prepared by Kenig, Lindgren, O’Hara, Aboona, Inc. (KLOA) Traffic counts from eight proximate intersections were completed in October 2021. When compared to 2018 traffic counts in the same area, traffic volume was found to have increased due to the COVID-19 pandemic as follows: • Orrington Avenue northbound: by 60% AM peak hours, by 50% PM peak hours • Church Street eastbound: by 150% AM and PM peak hours • Chicago Avenue northbound: by 30% AM peak hours, no increase PM peak hours • Chicago Avenue southbound: by 10% AM peak hours, by 25% PM peak hours Given the proximity of the site to a variety of alternative transit modes to the personal vehicle, the traffic generation estimate is reduced by 50 percent to account for the patrons and employees that will use other available transit modes. Generally, the intersections analyzed all currently operate at a Level of Service B or better, except the Chicago Avenue with Church Street intersection which operates at a Level of Service C. When applying the estimated traffic generation from the proposed developmen t, only the Orrington Avenue with Clark Street/Elgin Road intersection is anticipated to experience an overall Level of Service decrease, from Level of Service B to Level of Service C. This also is only anticipated during evening peak hours. The proposed development will overall have a limited impact on the current Level of Service. As such, roadway improvements and traffic control modifications are not required to accommodate the projected traffic this development will generate. Public Benefits The applicant has committed to providing the following public benefits as part of the Planned Development proposal: 1. Contribution of $250,000 toward the City’s affordable housing fund 2. Installation of a lightweight, electronic bike station with Divvy for $65,000 3. Contribution of $100,000 to the City’s public transit improvement fund 4. Elimination of 2 curb cuts and a net gain of 3 on -street public parking stalls with an estimated public benefit of $10,000 5. Installation of Transit Tracker Board or similar system in the building (TV and software) with the estimated public benefit of $25,000 6. Reconstruction of the public alley to the south of the site from Sherman to Orrington Avenues, including the burial of above-grade utilities, with the estimated public benefit of $235,000 7. Modern building design to replace an existing building and open parking lot 8. New retail/dining customers as the prospective employees of the office/laboratory space 9. Job creation from the office/laboratory space and retail/restaurant space 10. New street trees on Clark Street 11. Stormwater detention Staff notes that many of the public benefits are inherent to new development and do not constitute as public benefits intended to mitigate the impact of the new development to the surrounding community: Page 6 of 284 P1.Page 311 of 589 • Modern building design to replace an existing building and open parking lot • Burial of above-grade utility lines along the public alley with the estimated public benefit of $100,000 • Stormwater detention • New street trees on Clark Street Regarding additional public benefits, staff suggested and the applicant has agreed to contribute $50,000 toward the street furniture, activities, and other aesthetic improvements in downtown Evanston to enhance the public realm. Compliance with the Zoning Ordinance The intent of the D3 Downtown Core Development district is: “…to hthe for provide largeand development infill of business ighest density -scale redevelopment within downtown Evanston. The district is also intended to encourage and sustain a mix of office, retail, and residential uses. Planned developments are encouraged as a special use in the D3 district. Where D3 zoned lots or areas are overlaid with the oRD redevelopment overlay district designation, a planned development is required in order to ensure that proposed development in these areas is consistent with the objectives and policies of the adopted "plan for downtown Evanston." The applicant requests a Zoning Map Amendment and Special Use approval for the Planned Development as described, including four Site Development Allowances below: Base zoning, allowable Planned Development site development allowance, and IHO bonuses Height FAR Ziggurat Parking Loading D3 District Requirement 85 ft. 4.5 40 ft. at bldg. height of 24-42 ft. 213 (21 restaurant + 192 office) 1 short loading space Site Development Allowance +85 ft +3.5 N/A N/A N/A Proposed Development 170 ft. allowed, 149.5 ft proposed 8.0 allowed, 7.0 proposed 6.4 - 11 ft at bldg. height of 32 ft. proposed 35 proposed 1 short proposed Site development allowance requested Site development allowance requested Site development allowance requested Site development allowance requested Standards of Approval The proposed development must satisfy the standards for Zoning Map Amendments in Section 6-3-4-5, standards for Special Uses in Section 6-3-5-10, standards for Planned Developments in Section 6-3-6-9, and standards and guidelines established for Planned Developments in the D3 Downtown Core Development District. (Section 6-11-1-10) Standards for Zoning Map Amendments (Section 6-3-4-5) Page 7 of 284 P1.Page 312 of 589 The proposed amendment is consistent with the goals, objectives, and policies of the Comprehensive General Plan and the Zoning Ordinance and also is compatible with the overall character of existing development in the immediate vicinity of the subject property. The subject property is currently contiguous to properties to the south within the proposed zoning district and will remain contiguous to properties within the D2 district. The uses listed in the prop osed zoning district as permitted, as administrative review uses, and as special uses, are in general consistent with those of the surrounding properties remaining in the D2 district. The proposed amendment will not have an adverse effect on the value of adjacent properties, as the property was previously used for commercial use and is also adjacent to the D2 district to the south. The proposed amendment to the zoning map will not interfere with or diminish the value of property in the neighborhood. Finally, the proposed development associated with the proposed zoning map amendment will be adequately served by public infrastructure already available. The street and sidewalk network, as well as water, sewer, electricity, and gas infrastructure already exist. The plan provides for improvements to the public sidewalk. Standards for Special Uses (Section 6-3-5-10) A Planned Development is listed as a permitted special use in the D3 Downto wn Core Development district. The proposal is in keeping with the purposes and policies outlined in the Comprehensive Plan and the Zoning Ordinance. The proposed building with a ground floor commercial space will not cause a negative cumulative effect when considered in conjunction with other special uses in the area. Most other surrounding uses are commercial or mixed-use and therefore compatible with the proposed office/retail building. Prior to becoming vacant, the property was previously used as a commercial use on the site without any negative effect on surrounding uses. As such, the proposal will likely not interfere with or diminish the value of other properties in the neighborhood. The proposed development can be adequately served by the existing public facility infrastructure already available. The street and sidewalk network, as well as water, sewer, electricity, and gas infrastructure already exist and service the existing building and structures on the site. The applicant has submitted a parking study that explains that, due to the site being within a TOD area and considering current trends, the parking provided will be adequate for the site. Access to the parking garage will be provided via the alley as will the loading docks and trash area. Finally, the proposal meets all zoning requirements except for the four Site Development Allowances requested and outlined above. • A Planned Development is listed as an allowed special use in the D3 district. • Office, Type 1 Restaurants, and Retail Establishments are listed as permitted uses in the D3 district. Page 8 of 284 P1.Page 313 of 589 • As noted above, the proposal is in keeping with the purposes and policies of the adopted Comprehensive Plan and the Zoning Ordinance. • The proposed development will not cause a negative cumulative effect when considered in conjunction with other special uses on the immediate area and the City as a whole. • The proposed development will not interfere with or diminish the value of property in the neighborhood. • The proposed development will be adequately served by public infrastructure already available. The street and sidewalk network, as well as water, sewer, electricity, and gas infrastructure already exist. The plan provides for improvements to the public sidewalk. • The proposed development will not cause undue traffic congestion. The applicant has submitted a traffic study indicating there will be minimal effect on the level of service on existing surrounding roadways. The plan reduces the number of curb cuts to the site from 2 to 1 reducing conflict points between pedestrians, bicyclists, and vehicles, and staff is recommending restricted hours for deliveries to the loading stall to avoid peak traffic periods. • Historical and architectural resources and environmental features are not present on the site. Standards and Guidelines for Planned Developments in D3 District (Sections 6 -3-6-9 and 6- 11-1-10) The proposed Planned Development generally complies with the purposes and the intent of the Zoning Ordinance. The proposal is a dense, business infill development with a mix of office and retail that is compatible with surrounding downtown properties. The proposal is largely consistent with the vision and goals of the Comprehensive Plan for the redevelopment of underutilized properties with uses compatible with the surrounding neighborhood as well as the objective to retain and attract business in Evanston. Legislative History: January 26, 2022 – The Land Use Commission voted, 9-0, to recommend approval of the amendment to the Zoning Map to rezone the subject property from D2 Downtown Retail Core District to the D3 Downtown Core Development District. The Land Use Commission subsequently voted, 6-3, to recommend approval of the Special Use Permit for a Planned Development with associated Site Development Allowances and public benefits, as well as the following conditions: 1. That bike parking follows APBP Guidelines; 2. That the adjacent sidewalk along Orrington Avenue carry through the alley without a change in slope; 3. That the pedestrian walkway is maintained along the building and between the building and any patio area; 4. That the showers in the locker rooms be reflected on the plan; 5. That before the issuance of a building permit, the applicant shall execute a long term parking lease agreement with the City of Evanston to lease a minimum of 100 additional parking spaces from the City of Evanston based on the standard current monthly parking fee from the 525 Church Street parking garage or other or any other downtown parking garage, with the terms based upon prior long term lease agreements for similar planned developments and subject to negotiation with the Parking Division Manager and the Corporation Counsel; Page 9 of 284 P1.Page 314 of 589 6. That a waste management plan is provided to include recycling, composting, and laboratory materials; 7. That the applicant reconstruct the entirety of the public alley from Sherman Avenue to Orrington Avenue located to the south of the su bject properties; 8. That delivery hours to be restricted outside of the rush hour and early morning/late night hours; 9. That any substantive changes in the use or the building on the subject property must be approved as an amendment to this Planned Development by Subsection 6-3-6-12 of the Zoning Ordinance. 10. That LEED 55 Bird-Friendly standards be incorporated into the proposed building and Bird-Friendly Evanston continues to be involved in design finalization; and 11. That the applicant record a covenant against the subject properties reflecting the following terms in a form acceptable to and enforceable by the City: a) upon the completion of the proposed development, the applicant and any successors, owners, or operators, shall not petition Cook County or the State of Illinois for exemption from obligation in whole or in part real estate taxes; b) in the event a change in law exempts the applicant from payment of real estate taxes on the basis of not-for-profit status, the applicant shall make annual payments in lie u of real estate taxes only to the City of Evanston, School District 65 and Evanston Township High School District 202 in an amount equal to the real estate taxes that the applicant would pay only to such taxing district if the applicant were not then so treated as an exempt not-for-profit; and c) release from any and all provisions of said covenant shall require written approval by ⅔ of Councilmembers elected to the City Council. January 5, 2022 - The Design and Project Review (DAPR) Committee voted, 10 -0, subject to the following conditions: 1. That bike parking follows APBP Guidelines 2. That sidewalk carry through the alley without a change in slope 3. That the pedestrian walkway is maintained along the building and between the building and any patio area 4. That the showers in the locker rooms be reflected on the plan Attachments • Proposed Ordinance 15-O-22 • Exhibit D of Ordinance - Development Plan • Other Supporting Documents • TOD Parking Study - February 17, 2022 • Traffic Study - January 20, 2022 • Land Use Commission Packet - January 26, 2022 • Land Use Commission Approved Meeting Minutes Excerpt - January 26, 2022 Attachments: 15-O-22 1732-34 -40 Orrington Map Amendment and Special Use Permit Exhibit D - Development Plan Other Supporting Documents TOD Parking Study Traffic Study Page 10 of 284 P1.Page 315 of 589 2/15/2022 15-O-22 AN ORDINANCE Amending the Zoning Map to Rezone 1732-34, -40 Orrington Avenue From the D2 Downtown Retail Core District to the D3 Downtown Core Development District and Granting A Special Use Permit For a New Ten-Story Mixed Use Planned Development at 1732-34, -40 Orrington Avenue WHEREAS, the City of Evanston is a home-rule municipality pursuant to Article VII of the Illinois Constitution of 1970; and WHEREAS, as a home rule unit of government, the City has the authority to adopt ordinances and to promulgate rules and regulations that protect the public health, safety, and welfare of its residents; and WHEREAS, Article VII, Section (6)a of the Illinois Constitution of 1970, which states that the “powers and functions of home rule units shall be construed liberally,” was written “with the intention that home rule units be given the broadest powers possible” (Scadron v. City of Des Plaines, 153 Ill.2d 164); and WHEREAS, it is a well-established proposition under all applicable case law that the power to regulate land use through zoning regulations is a legitimate means of promoting the public health, safety, and welfare; and WHEREAS, Division 13 of the Illinois Municipal Code (65 ILCS 5/11-13-1, et seq.) grants each municipality the power to establish zoning regulations; and Page 11 of 284 P1.Page 316 of 589 15-O-22 ~2~ WHEREAS, pursuant to its home rule authority and the Illinois Municipal Code, the City has adopted a set of zoning regulations, set forth in Title 6 of the Evanston City Code of 2012, as amended, (“the Zoning Ordinance”); and WHEREAS, John Carlson of Trammell Crow Chicago Development, Inc. (the “Applicant,”), for the proposed development located at 1732-34, -40 Orrington Avenue, Evanston, Illinois (the “Subject Property”), legally described in Exhibit A, which is attached hereto and incorporated herein by reference, applied, pursuant to the provisions of the Zoning Ordinance, specifically Section 6-3-4, “Amendments”, to amend the Zoning Map to move the Subject Property from the D2 Downtown Retail Core District to the D3 Downtown Core Development District, and also specifically Section 6- 3-5, “Special Uses”, Section 6-3-6 “Planned Developments”, and Subsection 6-11-1-10, “Planned Developments” in Downtown Zoning Districts, to permit the construction and operation of a Planned Development with a ten (10) story mixed use building and accessory parking located at the Subject Property in the D3 Downtown Core Development District (“D3 District”); and WHEREAS, the Applicant sought approval to construct a new ten (10) story, 149 foot 6 inch tall, mixed-use building with a floor area ratio of 7.0, approximately five thousand one hundred seventy (5,170) square feet of ground floor retail and approximately one hundred twenty-three thousand fifty (123,050) square feet of office/laboratory space and thirty-five (35) enclosed parking stalls located at the Subject Property; and Page 12 of 284 P1.Page 317 of 589 15-O-22 ~3~ WHEREAS, construction of the Planned Development, as proposed in the application, requires exception from the strict application of the Zoning Ordinance with regards to floor area ratio (FAR), ziggurat setback along Orrington Avenue, building height, and parking requirements; and WHEREAS, pursuant to Subsection 6-3-6-5 of the Zoning Ordinance, the City Council may grant Site Development Allowances from the normal district regulations established in the Zoning Ordinance; and WHEREAS, on January 26, 2022, in compliance with the provisions of the Illinois Open Meetings Act (5 ILCS 120/1 et seq.) and the Zoning Ordinance, the Land Use Commission held a public hearing, on an application for an amendment to the Zoning Map, cited in Section 6-7-2 of the Zoning Ordinance, to place the Subject Property from the D2 Downtown Retail Core District to the D3 Downtown Core Development District and an application for a Special Use Permit for a Planned Development with Site Development Allowances on the Subject Property, case no. 21PLND-0090, heard testimony and public comment and made written minutes, findings, and recommendations; and WHEREAS, the Land Use Commission’s written findings state that the application for the proposed amendment to the Zoning Map meets applicable standards set forth for Amendments in Subsection 6-3-4-5 of the Zoning Ordinance; and Page 13 of 284 P1.Page 318 of 589 15-O-22 ~4~ WHEREAS, the Land Use Commission’s written findings also state that the application for a Special Use Permit for a Planned Development meets applicable standards set forth for Special Uses in Subsection 6-3-5-10 of the Zoning Ordinance and Planned Development in the D3 Downtown Core Development District per Subsections 6-3-6-9 and 6-11-1-10 of the Zoning Ordinance; and WHEREAS, on January 26, 2022, the Land Use Commission recommended approval of the application for an amendment to the Zoning Map and of the application for Special Use Permit for a Planned Development with Site Development Allowances for the Subject Property; and WHEREAS, at its meeting of February 28, 2022, the Planning and Development Committee of the City Council held a meeting, in compliance with the provisions of the Open Meetings Act and the Zoning Ordinance, received input from the public, carefully considered and reviewed the findings and recommendation of approval of the Land Use Commission in case no. 21PLND-0090 and recommended City Council approval thereof; and WHEREAS, at its meetings of February 28, 2022, and March 14, 2022, held in compliance with the Open Meetings Act and the Zoning Ordinance, the City Council considered the recommendations of the Planning and Development Committee, received additional public comment, made certain findings, and adopted said recommendations; and Page 14 of 284 P1.Page 319 of 589 15-O-22 ~5~ WHEREAS, it is well-settled law that the legislative judgment of the City Council must be considered presumptively valid (see Glenview State Bank v. Village of Deerfield, 213 Ill.App.3d 747) and is not subject to courtroom fact-finding (see National Paint & Coating Ass’n v. City of Chicago, 45 F.3d 1124), NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF EVANSTON, COOK COUNTY, ILLINOIS, THAT: SECTION 1: The foregoing recitals are found as fact and incorporated herein by reference. SECTION 2: The City Council hereby amends the Zoning Map to remove those properties with the addresses and PINs listed in Exhibit B and identified in Exhibit C, both attached hereto and incorporated herein by reference, from the D2 Downtown Retail Core District and place them within the D3 Downtown Core Development District. SECTION 3: Pursuant to the terms and conditions of this ordinance, the City Council hereby grants the Special Use Permit for a Planned Development applied for in case 21PLND-0090, to allow the construction and operation of a new ten (10) story, 149 foot 6 inch tall, mixed-use building with a floor area ratio of 7.0, approximately five thousand one hundred seventy (5,170) square feet of ground-floor retail and approximately one hundred twenty-three thousand fifty (123,050) square feet of office/laboratory space and thirty-five (35) enclosed parking stalls on the Subject Property. Page 15 of 284 P1.Page 320 of 589 15-O-22 ~6~ SECTION 4: The City Council hereby grants the following Site Development Allowances: (A) Floor Area Ratio (FAR): A Site Development Allowance is hereby granted for a FAR of 7.0, whereas Subsection 6-11-4-6 of the Zoning Ordinance allows a FAR of 4.5 in the D3 District with Subsection 6-11-1-10(C)(2) allowing for a FAR of up to 8.0 to be requested. (B) Building Height: A Site Development Allowance is hereby granted for an approximately one hundred forty-nine and one half (149.5) foot building height, whereas Subsection 6-11-4-8 of the Zoning Ordinance allows a maximum of eighty-five (85) feet in the D3 District with Subsection 6-11-1-10(C)(1) allowing a height of up to one hundred seventy (170) feet to be requested. (C) Ziggurat Setback: A Site Development Allowance is hereby granted for a ziggurat setback ranging from 6.4 feet to 11 feet at the building height of 32 feet above grade where a minimum of 40 feet at the building height of 24 to 42 feet above grade is required along Orrington Avenue pursuant to Subsection 6-11-1-4 of the Zoning Ordinance. (D) Number of Parking Spaces: A Site Development Allowance is hereby granted for thirty-five (35) on-site parking stalls where a minimum of two hundred thirteen (213) is required pursuant to Table B of Subsection 6-16-3-5 of the Zoning Ordinance. SECTION 5: Pursuant to Subsection 6-3-8-14 of the Code, the City Council hereby imposes the following conditions on the Special Use Permit granted hereby, violation of any of which shall constitute grounds for penalties or revocation thereof pursuant to Subsections 6-3-10-5 and 6-3-10-6 of the Zoning Ordinance: A. Compliance with Applicable Requirements: The Applicant shall develop and operate the Planned Development authorized by the terms of this ordinance in substantial compliance with the following: the terms of this ordinance; the Development Plan in Exhibit D, attached hereto and incorporated herein by reference; all applicable City Code requirements; the Applicant's testimony and Page 16 of 284 P1.Page 321 of 589 15-O-22 ~7~ representations to the Design and Project Review Committee, the Land Use Commission, the P&D Committee, and the City Council. B. Construction Management Plan: The Applicant shall sign and agree to a Construction Management Plan (CMP) with the City of Evanston prior to issuance of the building permit. The CMP must include but is not limited to the following: water and sewer utility connections, construction staging plan, on- street and on-site construction parking restrictions, hours of operation, a plan including cross-sections showing pedestrian access around the site with the use of curb ramps, signage and/or striping, if necessary, foundation survey of surrounding structures including weekly reporting of seismographs for the duration of construction, submittal of environmental testing report prior to construction, visibility diagram for all construction site access points, a proposed schedule for street opening for utility connections with cross-section details, and project updates via monthly newsletter and project website. C. Construction Schedule: Pursuant to Subsection 6-10-1-9(A)(4) of the Zoning Ordinance, no special use permit for a planned development shall be valid for a period longer than one (1) year unless a building permit is issued and construction is actually begun within that period and is diligently pursued to completion. The City Council may, however, for good cause shown, extend the one (1) year period for such time as it shall determine, without further hearing before the Land Use Commission. Pursuant to Subsection 6-10-1-9(A)(3), each planned development shall be completed within two (2) years of the issuance of the building permit for the Planned Development. D. Multi-Modal Transportation: The Applicant agrees to the following with regard to the City’s multi-modal transportation network: 1. install all bicycle parking on the interior and the exterior of the building in compliance with the Association of Pedestrian and Bicycle Professionals (APBP) Guidelines 2.install showers in the locker room amenity on the tenth floor of the proposed building 3.maintain a pedestrian walkway along the proposed building and between the building and any patio area or outdoor dining café 4.construct the sidewalk along Orrington Avenue through the alley without a change in slope 5.install a lightweight, electronic bike station with Divvy 6.contribute no less than $100,000 to the City’s public transit improvement fund 7.install a Transit Tracker Board or similar system in the proposed building (TV and software) Page 17 of 284 P1.Page 322 of 589 15-O-22 ~8~ E. Green Building Ordinance: The Applicant agrees to comply with the City of Evanston Green Building Ordinance and obtain a LEED Silver Certification Rating or equivalent certification rating deemed acceptable by the Building Official. F. Affordable Housing Fund Contribution: The Applicant agrees to contribute no less than $250,000 to the City’s Affordable Housing Fund. G. Waste Management Plan: The Applicant agrees to provide a waste management plan which includes recycling, composting, and laboratory materials. H. Public Space Improvements: The Applicant agrees to contribute $50,000 toward the street furniture, activities, and other aesthetic improvements in downtown Evanston to enhance the public realm. I. Bird-Friendly Measures: The Applicant agrees to adhere to LEED 55 Bird- Friendly standards in the final design and construction of the proposed building and continue to involve Bird-Friendly Evanston in design finalization. J. Off-Site Parking: Prior to issuance of a building permit, the Applicant shall execute a long-term parking lease agreement with the City of Evanston to lease a minimum of 100 spaces from either the 525 Church Street parking garage, or in agreement with the Parking Division Manager and in accordance with Section 6- 16-2-1 of the Evanston Zoning Ordinance, any City-owned parking garage within 1,000 feet of the Subject Property. The standard current monthly parking fee shall be that of the City-owned garage or garages from which the total of no less than 100 parking stalls are leased. The lease of 30 parking spaces would be initiated upon issuance of a Temporary Certificate of Occupancy (TCO) for the first tenant. The remaining leased spaces would be leased by the Applicant as the building is occupied and pro-rated by a percentage gross floor area occupied (e.g., if the building is 50% occupied, the applicant would be required to lease 75 spaces). Upon the building reaching stabilization, (i.e. 95% occupancy), the Applicant would be required to lease the full 100 spaces regardless of the building occupancy. The parking spaces shall be leased at market rate without fixed pricing and be subject to increases annually, and such increases shall not exceed the increases applied to other public parking spaces in the City-owned garage or garages. For a period of 60 months, starting from the issuance of the TCO, the Applicant must provide annually to the City parking data detailing how many parking spaces (leased from the City and provided within the building) are utilized by the building tenants. The data must be provided by January 31st of each year following the issuance of a TCO. At the end of the 36th month following the building reaching stabilization (as defined above) but no earlier than Page 18 of 284 P1.Page 323 of 589 15-O-22 ~9~ 36 months following the issuance of the TCO, the Applicant shall have the right to amend the parking lease agreement to match the highest number of vehicles cumulatively leased within the Church Street parking garage and/or any combination of City-owned garages per Section 6-16-2-1 of the Zoning Ordinance. K. Substantive Changes: The Applicant agrees that any substantive changes in the use or the building on the Subject Property must be approved as an amendment to this Planned Development by Subsection 6-3-6-12 of the Zoning Ordinance. L. Loading Stall Use: The Applicant agrees to prohibit deliveries to and pick up from the loading stall during the hours of 7:00 am to 9:00 am and 4:00 pm to 6:00 pm, Monday through Friday. M. Burial of Proximate Above-Ground Utilities: The Applicant agrees to bury all existing above-ground utilities in the alley located to the south of the Subject Property in conjunction with the associated alley reconstruction. N. Alley Reconstruction: The Applicant shall reconstruct the entirety of the public alley to the south of the Subject Property from Sherman Avenue to Orrington Avenue located to the south of the subject properties; O. Prohibition of Tax Exemption: The Applicant agrees to record a covenant against the subject properties reflecting the following terms in a form acceptable to and enforceable by the City: 1. upon the completion of the proposed development, the applicant and any successors, owners, or operators, shall not petition Cook County or the State of Illinois for exemption from obligation in whole or in part real estate taxes; 2.in the event a change in law exempts the applicant from payment of real estate taxes on the basis of not-for-profit status, the applicant shall make annual payments in lieu of real estate taxes only to the City of Evanston, School District 65 and Evanston Township High School District 202 in an amount equal to the real estate taxes that the applicant would pay only to such taxing district if the applicant were not then so treated as an exempt not-for-profit; and 3.release from any and all provisions of said covenant shall require written approval by two-thirds (⅔) of Councilmembers elected to the City Council. P. Recordation: Pursuant to Subsection 6-3-6-10 of the Zoning Ordinance, the Applicant shall, at its cost, record a certified copy of this ordinance, including all exhibits attached hereto, with the Cook County Recorder of Deeds, and provide Page 19 of 284 P1.Page 324 of 589 15-O-22 ~10~ proof of such recordation to the City, before the City may issue any permits pursuant to the Planned Development authorized by the terms of this ordinance. SECTION 6: If any provision of this ordinance or application thereof to any person or circumstance is held unconstitutional or otherwise invalid, such invalidity shall not affect other provisions or applications of this ordinance that can be given effect without the invalid application or provision, and each invalid provision or invalid application of this ordinance is severable. SECTION 7: This ordinance shall be in full force and effect from and after its passage, approval and publication in the manner provided by law. SECTION 8: The findings and recitals contained herein are declared to be prima facie evidence of the law of the City and shall be received in evidence as provided by the Illinois Compiled Statutes and the courts of the State of Illinois. Introduced: _______________, 2022 Adopted: _________________, 2022 Approved: ___________________________, 2022 ________________________________ Daniel Biss, Mayor Attest: ______________________________ Stephanie Mendoza, City Clerk Approved as to form: ________________________________ Nicholas E. Cummings, Corporation Counsel Page 20 of 284 P1.Page 325 of 589 15-O-22 ~11~ Page 21 of 284 P1.Page 326 of 589 15-O-22 ~12~ EXHIBIT A LEGAL DESCRIPTION Parcel 1: The east 50 feet of lot 12 in block 16 in the village (now city) of Evanston in the southeast ¼ of the northwest ¼ of section 18, township 41 north, range 14 east of the third principal meridian, in Cook County, Illinois. Also, Parcel 2: Part of lot 1 in block 16 in village (now city) of Evanston in section 18, township 41 north, range 14 east of the third principal meridian, as described as follows: commencing at a point on the easterly line of said lot 1, 81 feet northeasterly of the southeast corner of said lot; running thence northeasterly on said easterly line, 77 feet 9 5/8 inches to the northeast corner of said lot 1; running thence westerly on the north line of said lot 1, 118 feet 7 ½ inches, more or less to the northwest corner of said lot 1; running thence south on the west line of said lot, 51 feet 3 inches to a point on said west line 99 feet north of the southwest corner of said lot; running thence southeasterly 96 feet 7 inches more or less, to the point of beginning, Cook County, Illinois. Also, part of lot 1 in block 16 in village (now city) of Evanston in section 18, township 41 north, range 14 east of the third principal meridian, described as follows: commencing at a point on the easterly line of said lot 1, 49 feet northerly of the southeast corner of said lot, thence running northeasterly on said east line 32 feet; thence northwesterly 96 feet 7 inches, more or less, to a point on the west line of said lot, 99 feet north of the southwest corner of said lot, running thence south on said west line, 32 feet; thence southeasterly 85 feet 7 ½ inches, to the point of beginning in Cook County, Illinois. That part of lot 1 in block 16 in Evanston, described as follows: commencing at the southeasterly corner of said lot 1; thence northeasterly along the easterly line 49 feet; thence northwesterly to a point in the west line 67 feet north of the southwest corner of said lot; thence southerly along the westerly line 67 feet to the southwest corner of said lot; thence east along the south line 70.38 feet to the place of beginning, in Cook County, Illinois. PINs: 11-18-127-012-0000, 11-18-127-019-0000 Commonly Known As: 1732-34, -40 Orrington Avenue Page 22 of 284 P1.Page 327 of 589 15-O-22 ~13~ EXHIBIT B Addresses and PINs of Properties Removed from the D2 Downtown Retail Core District and Placed Within D3 Downtown Core Development District PINs: 11-18-127-012-0000, 11-18-127-019-0000 Commonly Known As: 1732-34, -40 Orrington Avenue Page 23 of 284 P1.Page 328 of 589 15-O-22 ~14~ EXHIBIT C Map of Properties Removed from the D2 Downtown Retail Core District and Placed Within D3 Downtown Core Development District Page 24 of 284 P1.Page 329 of 589 15-O-22 ~15~ EXHIBIT D Development Plan Page 25 of 284 P1.Page 330 of 589 FEB 28, 2022 1740 Orrington Avenue P&D | City CouncilDNUPDN UP GENERATORGENERATORCLARKSTREET PUBLICALLEY ENTRYPLAZA 20'-0"2'-9"14'-0"3'-95/8" 28'-0" BENCH BIKERACKS(4) 20'-0" 10'-0"1.6'2.75' LOADINGENTRY,14'CLEARHEIGHT PARKINGENTRY, 8'-2"CLEARHEIGHT BENCH 3.0'9.3'CANOPYOVERHEAD 10.2'Site Page 26 of 284P1.Page 331 of 589 FEB 28, 2022 1740 Orrington Avenue P&D | City Council Area SummaryPage 27 of 284P1.Page 332 of 589 FEB 28, 2022 1740 Orrington Avenue P&D | City Council DN UP DNUP3'-0"2'-0"36'-0"36'-0"29'-0"33'-0"8'-4"24'-0"19'-0"33'-0"33'-0" LOBBY2'-8"SERVICE 18'-0"24'-0"18'-0" 33STANDARD 2ADA 8MOTORCYCLE 18'-0" Lower Page 28 of 284P1.Page 333 of 589 FEB 28, 2022 1740 Orrington Avenue P&D | City CouncilDNUPDN UP GENERATORGENERATOR36'-0"36'-0"29'-0"33'-0"8'-4"LOADINGENTRY, 14'CLEARHEIGHT PARKINGENTRY, 8'-2"CLEARHEIGHT 28'-0" ENTRYPLAZA 5'-0" 10'-0"35'-0"20'-0" 22'-0" 24'-0"19'-0"33'-0"33'-0" LevelPage 29 of 284P1.Page 334 of 589 FEB 28, 2022 1740 Orrington Avenue P&D | City Council DN UP 36'-0"36'-0"29'-0"33'-0"8'-4"24'-0"19'-0"33'-0"33'-0" OPENTOBELOW LOBBY/ FSAE T T JC Level Page 30 of 284P1.Page 335 of 589 FEB 28, 2022 1740 Orrington Avenue P&D | City Council Level DN UP 36'-0"29'-0"33'-0"8'-4"24'-0"19'-0"33'-0"33'-0" LOBBY/ FSAE T T JCPage 31 of 284P1.Page 336 of 589 FEB 28, 2022 1740 Orrington Avenue P&D | City Council Levels DN UP DN UP SERVICE T T 36'-0"36'-0"29'-0"33'-0"8'-4"25'-6"17'-6"33'-0"33'-0" JC 23'-51/4"10.6' ZIGGURAT SETBACKMIN. ZIGGURAT SETBACKMAX. SETBACKAT CORNER ELEVLOBBYPage 32 of 284P1.Page 337 of 589 FEB 28, 2022 1740 Orrington Avenue P&D | City Council Level DN UP 36'-0"36'-0"29'-0"33'-0"8'-4"24'-0"19'-0"33'-0"33'-0" LOBBY/ FSAE TRELLIS/CANOPY OVERHEAD T T JC SHOWERSPage 33 of 284P1.Page 338 of 589 FEB 28, 2022 1740 Orrington Avenue P&D | City Council Level DN UP 36'-0"36'-0"29'-0"33'-0"8'-4"24'-0"19'-0"33'-0"Page 34 of 284P1.Page 339 of 589 FEB 28, 2022 1740 Orrington Avenue P&D | City Council LEVEL 01 LEVEL 02 LEVEL 03 LEVEL 04 LEVEL 05 LEVEL 06 LEVEL 07 LEVEL 08 LEVEL 09 LEVEL 10 LEVEL 11 16' 0"16' 0"14' 6"14' 6"14' 6"14' 6"14' 6"14' 6"16' 0"14' 6"18' 0"ZIGGURAT SETBACKROOF 32' 0" AT ZIGGURAT 135' 0" AMENITY SETBACK 149' 6" MAX HEIGHT OCC. SPACE VARIES 6' 4" - 11' 0" 1 2 3 4 5 6 SEE TYPICAL FLOORPLAN FOR ZIGGURAT DIMS 7 8 10 11 13 9 01 - GLAZING TYPE 1 - LOW REFLECTANCE 02 - FORMED DECORATIVE PANEL 03 - MP 2 @ SHADING (COMPOSITE PANEL OR PAINTED ALUM PLATE) 04 - METAL PANEL 1 (COMPOSITE PANEL OR PAINTED ALUM PLATE) 05 - METAL PANEL 2 (COMPOSITE PANEL OR PAINTED ALUM PLATE) 06 - METAL RAILING (TRICORN BLACK) 07 - SEALED MASONRY BLOCK 08 - METAL PANEL 3 (WOOD LOOK MCM OR ALUM) 09 - MECHANICAL LOUVER MATCH MP1 10 - L1 STOREFRONT (DARK BRONZE ANOD) 11 - L3 METAL RAILING (TRICORN BLACK) 12 - MECH EXHAUST 13 - VERTICAL FORMED ALUM FIN (MP-2) 9 SCONCE LIGHTING RECESSED CANS @ UNDERSIDE STEP LIGHTS AND PLANTER LIGHTING @ ROOF AMENITY East Page 35 of 284P1.Page 340 of 589 FEB 28, 2022 1740 Orrington Avenue P&D | City Council LEVEL 01 LEVEL 02 LEVEL 03 LEVEL 04 LEVEL 05 LEVEL 06 LEVEL 07 LEVEL 08 LEVEL 09 LEVEL 10 LEVEL 11 16' 0"16' 0"14' 6"14' 6"14' 6"14' 6"14' 6"14' 6"16' 0"14' 6"18' 0"ROOF 32' 0" AT ZIGGURAT 135' 0" AMENITY SETBACK 149' 6" MAX HEIGHT OCC. SPACE ZIGGURAT SETBACKVARIES 6' 4" - 11' 0" 12 3 4 5 6 SEE TYPICAL FLOORPLAN FOR ZIGGURAT DIMS 7 8 10 11 13 9 9 01 - GLAZING TYPE 1 - LOW REFLECTANCE 02 - FORMED DECORATIVE PANEL - COLOR TO MATCH MP 2 03 - MP 2 @ SHADING (COMPOSITE PANEL OR PAINTED ALUM PLATE) 04 - METAL PANEL 1 (COMPOSITE PANEL OR PAINTED ALUM PLATE) 05 - METAL PANEL 2 (COMPOSITE PANEL OR PAINTED ALUM PLATE) 06 - METAL RAILING (TRICORN BLACK) 07 - SEALED MASONRY BLOCK 08 - METAL PANEL 3 (WOOD LOOK MCM OR ALUM) 09 - MECHANICAL LOUVER TO MATCH MP1 10 - L1 STOREFRONT (DARK BRONZE ANOD) 11 - L3 METAL RAILING (TRICORN BLACK) 12 - MECH EXHAUST 13 - VERTICAL FORMED ALUM FIN (MP-2) PARKING ENTRYLOADING ENTRY STEP LIGHTS AND PLANTER LIGHTING @ ROOF AMENITY SCONCE LIGHTING South Page 36 of 284P1.Page 341 of 589 FEB 28, 2022 1740 Orrington Avenue P&D | City Council LEVEL 01 LEVEL 02 LEVEL 03 LEVEL 04 LEVEL 05 LEVEL 06 LEVEL 07 LEVEL 08 LEVEL 09 LEVEL 10 LEVEL 11 16' 0"16' 0"14' 6"14' 6"14' 6"14' 6"14' 6"14' 6"16' 0"14' 6"18' 0"ROOF 32' 0" AT ZIGGURAT 135' 0" AMENITY SETBACK 149' 6" MAX HEIGHT OCC. SPACE 1 4 5 7 8 10 11 13 9 01 - GLAZING TYPE 1 - LOW REFLECTANCE 02 - FORMED DECORATIVE PANEL - COLOR TO MATCH MP 2 03 - MP 2 @ SHADING (COMPOSITE PANEL OR PAINTED ALUM PLATE) 04 - METAL PANEL 1 (COMPOSITE PANEL OR PAINTED ALUM PLATE) 05 - METAL PANEL 2 (COMPOSITE PANEL OR PAINTED ALUM PLATE) 06 - METAL RAILING (TRICORN BLACK) 07 - SEALED MASONRY BLOCK 08 - METAL PANEL 3 (WOOD LOOK MCM OR ALUM) 09 - MECHANICAL LOUVER TO MATCH MP1 10 - L1 STOREFRONT (DARK BRONZE ANOD) 11 - L3 METAL RAILING (TRICORN BLACK) 12 - MECH EXHAUST 13 - VERTICAL FORMED ALUM FIN (MP-2) 4 9 RECESSED CANS @ UNDERSIDE 2 2 West Page 37 of 284P1.Page 342 of 589 FEB 28, 2022 1740 Orrington Avenue P&D | City Council LEVEL 01 LEVEL 02 LEVEL 03 LEVEL 04 LEVEL 05 LEVEL 06 LEVEL 07 LEVEL 08 LEVEL 09 LEVEL 10 LEVEL 11 16' 0"16' 0"14' 6"14' 6"14' 6"14' 6"14' 6"14' 6"16' 0"14' 6"18' 0"ROOF 32' 0" AT ZIGGURAT 135' 0" AMENITY SETBACK 149' 6" MAX HEIGHT OCC. SPACE ZIGGURAT SETBACKVARIES 6' 4" - 11' 0"SEE TYPICAL FLOORPLAN FOR ZIGGURAT DIMS 1 3 4 5 6 8 10 11 13 9 01 - GLAZING TYPE 1 - LOW REFLECTANCE 02 - FORMED DECORATIVE PANEL - COLOR TO MATCH MP 2 03 - MP 2 @ SHADING (COMPOSITE PANEL OR PAINTED ALUM PLATE) 04 - METAL PANEL 1 (COMPOSITE PANEL OR PAINTED ALUM PLATE) 05 - METAL PANEL 2 (COMPOSITE PANEL OR PAINTED ALUM PLATE) 06 - METAL RAILING (TRICORN BLACK) 07 - SEALED MASONRY BLOCK 08 - METAL PANEL 3 (WOOD LOOK MCM OR ALUM) 09 - MECHANICAL LOUVER TO MATCH MP1 10 - L1 STOREFRONT (DARK BRONZE ANOD) 11 - L3 METAL RAILING (TRICORN BLACK) 12 - MECH EXHAUST 13 - VERTICAL FORMED ALUM FIN (MP-2) 9 SCONCE LIGHTING RECESSED CANS @ UNDERSIDERECESSED CANS @ UNDERSIDE STEP LIGHTS AND PLANTER LIGHTING @ ROOF AMENITY 2 North Page 38 of 284P1.Page 343 of 589 FEB 28, 2022 1740 Orrington Avenue P&D | City Council NORTHEAST Page 39 of 284P1.Page 344 of 589 FEB 28, 2022 1740 Orrington Avenue P&D | City Council EAST ELEVATIONPage 40 of 284P1.Page 345 of 589 FEB 28, 2022 1740 Orrington Avenue P&D | City Council NORTH Page 41 of 284P1.Page 346 of 589 FEB 28, 2022 1740 Orrington Avenue P&D | City Council NORTHWEST Page 42 of 284P1.Page 347 of 589 FEB 28, 2022 1740 Orrington Avenue P&D | City Council WEST ELEVATIONPage 43 of 284P1.Page 348 of 589 FEB 28, 2022 1740 Orrington Avenue P&D | City Council NORTH ELEVATIONPage 44 of 284P1.Page 349 of 589 FEB 28, 2022 1740 Orrington Avenue P&D | City Council NORTH ELEVATIONPage 45 of 284P1.Page 350 of 589 FEB 28, 2022 1740 Orrington Avenue P&D | City Council NORTHEAST Page 46 of 284P1.Page 351 of 589 FEB 28, 2022 1740 Orrington Avenue P&D | City Council EAST ELEVATIONPage 47 of 284P1.Page 352 of 589 FEB 28, 2022 1740 Orrington Avenue P&D | City Council Landscape PUBLIC ALLEY PERENNIALS/GRASSES TYP LOW GROWING EVERGREEN SPECIESORNAMENTAL TREE APPROVED STREET TREE SPECIES TYP APPROVED STREET TREE SPECIES TYP TREE GRATE TYP RAISED PLANTER RAISED PLANTER RAISED PLANTER RAISED PLANTER LOW GROWING EVERGREEN SPECIES PERENNIALS/GRASSES TYP LOW GROWING EVERGREEN SPECIES STREET TREE LANDSCAPE LEGEND ORNAMENTAL TREE TREE GRATE LOW GROWING EVERGREEN SPECIES PERENNIALS/GRASSESPage 48 of 284P1.Page 353 of 589 FEB 28, 2022 1740 Orrington Avenue P&D | City CouncilPage 49 of 284P1.Page 354 of 589 FEB 28, 2022 1740 Orrington Avenue P&D | City CouncilPage 50 of 284P1.Page 355 of 589 FEB 28, 2022 1740 Orrington Avenue P&D | City CouncilPage 51 of 284P1.Page 356 of 589 FEB 28, 2022 1740 Orrington Avenue P&D | City CouncilPage 52 of 284P1.Page 357 of 589 FEB 28, 2022 1740 Orrington Avenue P&D | City CouncilPage 53 of 284P1.Page 358 of 589 FEB 28, 2022 1740 Orrington Avenue P&D | City Council Exterior Page 54 of 284P1.Page 359 of 589 FEB 28, 2022 1740 Orrington Avenue P&D | City CouncilPage 55 of 284P1.Page 360 of 589 FEB 28, 2022 1740 Orrington Avenue P&D | City CouncilPage 56 of 284P1.Page 361 of 589 FEB 28, 2022 1740 Orrington Avenue P&D | City Council Exterior Refer to next page and building elevation for light locations https://www.alconlighting.com/specsheets/alcon/11418.pdf https://www.alconlighting.com/specsheets/alcon/14134-Mirage_RGBW.pdf https://www.prolighting.com/specsheets/_specsheet_commgradelightstring-ls2.pdf https://cdn.shopify.com/s/Ƃles/1/1554/9515/Ƃles/UHP1113_SPEC.pdf?v=1531513534 https://img.acuitybrands.com/public-assets/catalog/122749/olsr-olss.pdf?abl_ver-sion=11%2f28%2f2021+23:10:25&DOC_Type=SPEC_SHEET https://img.acuitybrands.com/public-assets/catalog/47144/4640_km_led_white.pdf?abl_ver- sion=11%2f22%2f2021+18:45:50&DOC_Type=SPEC_SHEET Level 10 (Amenity Deck) Level 1 (Building Accent)SconcewxtureslocatedatverticalLevel 1- Bollardwxtureslocatedwithinlevel1plantingbedsL1-L9-Recesseddownlightswithinsofwts/canopiesof Level 10 (Amenity Deck)overheadshadingstructure.TimesensitivewxtureswillshutLevel 10 and Level 1-timesensitivewxtureswillshutoffduringovernighthours. A B C D E FPage 57 of 284P1.Page 362 of 589 FEB 28, 2022 1740 Orrington Avenue P&D | City Council D E D A C B B F F F FPage 58 of 284P1.Page 363 of 589 FEB 28, 2022 1740 Orrington Avenue P&D | City Council WayƂnding/Signage Addressmonumentsignageatentrywitheyebrowanchortenant- primarypedestrianentrypoint. Parkingindicatorfromone-wayalongOrrington.LoadingandParking Entry’smarkedwithindicatorsabove.auditorywarninglightandsounds forpedestriansafetyPage 59 of 284P1.Page 364 of 589 FEB 28, 2022 1740 Orrington Avenue P&D | City Council 44'-0"(12'0" ABOVE LEVEL 3 GREEN ROOF) FACADE ZONE 1 (FIRST 12'-0" ABOVE LEVEL 10 GREEN ROOF) FACADE ZONE 1 (FIRST 36' ABOVE GRADE PLUS 12' ABOVE LEVEL 3 GREEN ROOF)FACADE ZONE 2135'-0" BIRD FRIENDLY STRATEGIES: LEVELS 4-9 (FACADE ZONE 2) 4.1 - VERTICAL MULLION EXTENSIONS/FINS INTERRUPT LONG EXPANSES OF GLASS 4.2 - PROGRAMMABLE INTERIOR LIGHTING WITH OCCUPANCY SENSORS 4.3 - BALCONY RAILINGS WITH BIRD FRIENDLY GLASS OR METAL INFILL PANELS. 4.4 - LOW REFLECTIVITY GLAZING LEVEL 10 (FACADE ZONE 1) 10.1 - EXTERIOR LIGHTING FIXTURES SELECTED TO REDUCE GLARE AND LIGHT SPILL/POLLUTION. NON CODE REQUIRED LIGHTS PROGRAMMBLE, TO BE DIMMED OR TURNED OFF WHEN NOT IN USE. 10.2 - PROGRAMMABLE INTERIOR LIGHTING WITH OCCUPANCY SENSORS 10.3 - ALL METAL RAILINGS AND METAL INFILL PANELS 10.4 - LOCATE LOW-LYING PLANTINGS TO REDUCE REFLECTIONS AND MINIMIZE COLLISIONS 10.5 LOW REFLECTIVITY GLAZING LEVELS 1-3 (FACADE ZONE 1) 1.1 - EXTERIOR LIGHTING FIXTURES SELECTED TO REDUCE GLARE AND LIGHT SPILL/POLLUTION. LIGHTS NOT REQUIRED BY CODE OR FOR SAFETY TO BE PROGRAMMBLE, DIMMED OR TURNED OFF WHEN NOT IN USE. 1.2 - PROGRAMMABLE INTERIOR LIGHTING WITH OCCUPANCY SENSORS. LIGHTS NOT REQUIRED BY CODE OR FOR SAFETY TO BE PROGRAMMBLE, DIMMED OR TURNED OFF WHEN NOT IN USE. 1.3 - ALL METAL RAILINGS AND METAL INFILL PANELS 1.4 - LOCATE LOW-LYING PLANTINGS TO REDUCE REFLECTIONS AND MINIMIZE COLLISIONS 1.5 - LOW REFLECTIVITY GLAZING 1.6 - RECESSED GLAZING AND ENTRIES WITH OVERHANGS ON LEVELS 1 & 2 TO MINIMIZE FLY-THROUGH CONDITIONS* *SITUATIONS IN WHICH GLASS ELEMENTS PROVIDE ANY CLEAR LINE OF SIGHT TO BIRDS CREATING THE ILLUSION OF A VOID LEADING TO THE OTHER SIDE. Bird Collision DeterrencePage 60 of 284P1.Page 365 of 589 FEB 28, 2022 1740 Orrington Avenue P&D | City Council Context MapPage 61 of 284P1.Page 366 of 589 FEB 28, 2022 1740 Orrington Avenue P&D | City Council Site Context CLARK ST.ORRINGTON AVE.SHERMAN AVE.ELGI N R D . 21,524 SFPage 62 of 284P1.Page 367 of 589 FEB 28, 2022 1740 Orrington Avenue P&D | City Council Site Context 21,524 SF LOOKING EAST DOWN CLARK ST. LOOKING WEST FROM ORRINGTON LOOKING EAST DOWN ALLEYPage 63 of 284P1.Page 368 of 589 FEB 28, 2022 1740 Orrington Avenue P&D | City Council Aerial Perspectives AERIAL FROM NW AERIAL FROM SW AERIAL FROM SEPage 64 of 284P1.Page 369 of 589 FEB 28, 2022 1740 Orrington Avenue P&D | City Council Height Comparison NOTE: BUILDING HEIGHTS MEASURED FROM GOOGLE EARTH PRO 106’149’-6” 135’ TO ROOF TERRACE 135’ TO CUPOLA PEAK 78’ 40’ 60’ 45’ 112’32’ 73’ 122’ 250’ 250’ 148’ 40’Page 65 of 284P1.Page 370 of 589 Page 66 of 284 P1.Page 371 of 589 Page 67 of 284 P1.Page 372 of 589 Dec. 22, 2021 1740 Orrington Avenue Staff Comment Review | DAPR 1740 ORRINGTON AVEPage 68 of 284P1.Page 373 of 589 Dec. 22, 2021 1740 Orrington Avenue Staff Comment Review | DAPR 1740 ORRINGTON AVEPUBLIC BENEFIT ● Contribution of $250,000 toward the City’s affordable housing fund● Installation of a lightweight, electronic bike station with Divvy for $65,000● Contribution of $100,00 to the City’s public transit improvement fund● Elimination of 2 curb cuts and a net gain of 3 on-street public parking stalls $10,000● Installation of Transit Tracker Board with the estimated public benefit of $25,000● Burial of above-grade utility lines along the public alley with the estimated public benefit of $100,000● Modern building design to replace an existing building and open parking lot● New retail/dining customers as the prospective employees of the office/laboratory space● Job creation from the office/laboratory space and retail/restaurant space● New street trees on Clark Street● Stormwater detentionPage 69 of 284P1.Page 374 of 589 NOVEMBER 2021 U.S. Life Sciences Trends The “Century of Biology” lifts offPage 70 of 284P1.Page 375 of 589 2Confidential & Proprietary | © 2021 CBRE, Inc. Three takeaways from Q3 2021 Q3 2021 TAKEAWAYS The market has never been stronger. All-time highs reached in funding, job growth, demand for lab space and new construction. Premier markets lead and surprises emerge in the Sun Belt. Boston, San Francisco, and San Diego remain the dominant markets. Raleigh-Durham, Philadelphia and Washington, D.C. are rising rapidly. Dallas, Atlanta and Phoenix begin to emerge. The near-term outlook remains bright. Data trends and sentiment from the field suggest continued active market conditions over the next year.Page 71 of 284P1.Page 376 of 589 Page 72 of 284P1.Page 377 of 589 Confidential & Proprietary | © 2021 CBRE, Inc.4 Geneticists J. Craig Venter and Daniel Cohen 1997 “If the 20th century was the century of physics, the 21st century will be the century of biology.”Page 73 of 284P1.Page 378 of 589 5Confidential & Proprietary | © 2021 CBRE, Inc. The genomics revolution has begun THE BIG PICTURE 0 1 2 3 4 5 6 7 8 9 10 0.0 0.5 1.0 1.5 2.0 2.5 3.0 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021* ($, Billions) % of all US Life Sciences VC funding Deal Volume (L) (%) U.S. Venture Capital Investments in Companies Specializing in Gene Therapy and Gene Editing Source:CB Insights, CBRE Research, Q4 2021. *2021 data is last four quarters through Q3 2021. GENE EDITING ADVANCEMENTS EMERGEPage 74 of 284P1.Page 379 of 589 6Confidential & Proprietary | © 2021 CBRE, Inc. An acceleration in life sciences discovery and innovation THE BIG PICTURE 0 10 20 30 40 50 60 70 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 Novel Drug Approvals by the FDA (count) Source: FDA, CBRE Research, Q4 2021. Projected 2021 Total 2006-2010 Average: 22 2017-2021 Average: 52Page 75 of 284P1.Page 380 of 589 7Confidential & Proprietary | © 2021 CBRE, Inc. Driven by soaring health-care costs and an aging global population THE BIG PICTURE 0 1 2 3 4 5 6 7 8 9 2006 2008 2010 2012 2014 2016 2018 2020 2022 2024 2026 2028 2030 2032 2034 2036 2038 2040 (% of GDP)Medicare Medicaid, CHIP, and Marketplace Subsidies U.S. Federal Outlays for the Major Health Care Programs Source: Congressional Budget Office, The 2021 Long-Term Budget Outlook, Q4 2021.Page 76 of 284P1.Page 381 of 589 8Confidential & Proprietary | © 2021 CBRE, Inc. Facilitated by massive technological advancements THE BIG PICTURE $100 $1,000 $10,000 $100,000 $1,000,000 $10,000,000 $100,000,000 Sep 2 0 01 Jul 2 0 0 4 May 2 0 0 7 Mar 2 01 0 Jan 2 01 3 Nov 2 01 5 Sep 2 01 8 Jul 2 0 21 Cost to Sequence the Human Genome Source: NHGRI Genome Sequencing Program, November 2021. From $95.3 million to $562 in 20 yearsPage 77 of 284P1.Page 382 of 589 9Confidential & Proprietary | © 2021 CBRE, Inc. Boston-Cambridge’s lab inventory has doubled in three years by ~20 MSF THE BIG PICTURE Source: CBRE Research, Q4 2021.Image: Les Vants Confidential & Proprietary | © 2021 CBRE, Inc. 0 5 10 15 20 25 30 35 40 45 2016- Q1 2016- Q 3 2017- Q1 2017- Q 3 2018- Q1 2018- Q 3 2019- Q1 2019- Q 3 2020- Q1 2020- Q 3 2021- Q1 2021- Q 3 (MSF)Page 78 of 284P1.Page 383 of 589 Page 79 of 284P1.Page 384 of 589 11Confidential & Proprietary | © 2021 CBRE, Inc. Life sciences now a leading source of U.S. employment growth THE JOBS BOOM 0.8 1.0 1.2 1.4 1.6 1.8 2.0 Sep 2 011 Sep 2 01 2 Sep 2 01 3 Sep 2 01 4 Sep 2 01 5 Sep 2 01 6 Sep 2 01 7 Sep 2 01 8 Sep 2 01 9 Sep 2 0 2 0 Sep 2 0 21 Total Nonfarm Total Life Sciences Biotech R&D Technology (Index) U.S. Employment Growth by Segment (indexed to 1.0 in September 2011) Source: CBRE Research, US BLS, Q4 2021.Page 80 of 284P1.Page 385 of 589 12Confidential & Proprietary | © 2021 CBRE, Inc. Biotechnology R&D jobs are growing at their fastest pace on record THE JOBS BOOM 50 100 150 200 250 300 -4 -2 0 2 4 6 8 10 12 14 Sep- 9 3 Sep- 9 5 Sep- 9 7 Sep- 9 9 Sep- 01 Sep- 0 3 Sep- 0 5 Sep- 0 7 Sep- 0 9 Sep-11Sep-1 3 Sep-1 5 Sep-1 7 Sep-1 9 Sep- 21 1-year Change (L)Biotech R&D Employment (R)(%)(Thousands) U.S. Biotechnology R&D Employment Source: CBRE Research, US BLS, Q4 2021.Page 81 of 284P1.Page 386 of 589 13Confidential & Proprietary | © 2021 CBRE, Inc. Total life sciences employment (2020) The largest life sciences hubs by employment WASHINGTON, D.C.- BALTIMORE (65K) RALEIGH-DURHAM (34K) ATLANTA (15K) DALLAS-FORT WORTH (24K) HOUSTON (31K) DENVER-BOULDER (25K) PHOENIX (22K) SEATTLE (25K) PORTLAND (10K) PHILADELPHIA (52K)PITTSBURGH (17K) SAN FRANCISCO BAY AREA (129K) LOS ANGELES (46K) ORANGE COUNTY (40K) SAN DIEGO (69K) INLAND EMPIRE (7K) MINNEAPOLIS (44K) ST LOUIS (20K) AUSTIN (10K) CHICAGO (57K) BOSTON-CAMBRIDGE (104K) NEW JERSEY (76K) DETROIT (36K) INDIANAPOLIS (22K) ORLANDO (10K) TAMPA (14K)MIAMI-FORT LAUDERDALE (22K) NORTHEAST CORRIDOR (349K) CALIFORNIA (291K) NEW YORK CITY (52K)Page 82 of 284P1.Page 387 of 589 14Confidential & Proprietary | © 2021 CBRE, Inc. Life sciences clusters with above-average total life sciences or R&D employment growth between 2019 and 2020. Strongest life sciences job growth ATLANTA 1.7% TOTAL 15.3% R&D PHOENIX 8.5% TOTAL 2.9% R&D SAN FRANCISCO BAY AREA 5.6% TOTAL 8.5% R&D BOSTON-CAMBRIDGE 4.4% TOTAL 6.8% R&D NEW JERSEY -0.2% TOTAL 7.1% R&D WASHINGTON, D.C.- BALTIMORE 4.7% TOTAL 7.9% R&D RALEIGH-DURHAM 5.0% TOTAL 6.7% R&D DALLAS- FORT WORTH 3.8% TOTAL 5.4% R&D HOUSTON 0.8% TOTAL 9.0% R&D AUSTIN 3.7% TOTAL 7.3% R&D ORANGE COUNTY 2.7% TOTAL 10.0% R&D SEATTLE 3.6% TOTAL 5.9% R&D San Francisco has the highest total life sciences and R&D job growth among premier markets, while Phoenix has the highest total life sciences job growth and Atlanta has the highest R&D job growth among emerging markets.Page 83 of 284P1.Page 388 of 589 15Confidential & Proprietary | © 2021 CBRE, Inc. Urban markets see faster growth 0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100% Middl e s e x C o u nt y, M A City of B o st o n San M at e o C o u nt y, C A City of S a n Fr a n ci s c o Mont g o m er y C o u nt y, P A City of P hil a d el p hi a Suffol k C o u nt y, N Y Manh att a n Lake C o u nt y, I L City of C hi c a g o Total Life Sciences Employment Change (2017-2020) Source: CBRE Research, US BLS, Q4 2021. Urban markets growing faster THE JOBS BOOMPage 84 of 284P1.Page 389 of 589 16Confidential & Proprietary | © 2021 CBRE, Inc. 98% of specialty life sciences PhDs are granted in the top 12 U.S. clusters San Diego Denver-Boulder New Jersey Chicago Seattle Raleigh-Durham Philadelphia Los Angeles New York City area Washington, D.C.- Baltimore San Francisco Bay Area Boston-Cambridge Share of Life Sciences ‘Speciality’ PhDs by Market Source:CBRE Research, Degrees in Cell/Cellular Biology and Anatomical Sciences, Microbiological Sciences and Immunology, Genetics, Biomathematics Bioinformatics and Computational Biology, Biotechnology, Biochemistry Biophysics and Molecular Biology, Biomedical/Medical Engineering, Biochemical Engineering, Biological/Biosystems Engineering. Rest of the United States 2% THE JOBS BOOMPage 85 of 284P1.Page 390 of 589 Page 86 of 284P1.Page 391 of 589 18Confidential & Proprietary | © 2021 CBRE, Inc. Historic amounts of funding are fueling life sciences expansion ABUNDANT CAPITAL 0 2 4 6 8 10 12 14 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 ($, Billions) Life Sciences IPOs Sum of deal sizes Source: CB Insights, CBRE Research, Q4 2021. Annualized from OctoberPage 87 of 284P1.Page 392 of 589 19Confidential & Proprietary | © 2021 CBRE, Inc. Record venture capital funding –70% goes to three markets ABUNDANT CAPITAL 0 5 10 15 20 25 30 35 Q3 20 1 1 Q3 20 1 2 Q3 20 1 3 Q3 20 1 4 Q3 20 1 5 Q3 20 1 6 Q3 20 1 7 Q3 20 1 8 Q3 201 9 Q3 20 2 0 Q3 20 2 1 ($, BIllions) U.S. Life Sciences Venture Capital Funding Source: CB Insights, CBRE Research, Annual sum ending Q3 2021. Boston- Cambridge $10.7B SF Bay Area $6.7B San Diego $5.1B Rest of U.S. $9.6BPage 88 of 284P1.Page 393 of 589 20Confidential & Proprietary | © 2021 CBRE, Inc. The “rest of the U.S.” venture capital hot spots CHICAGO $722M WASHINGTON, D.C.- BALTIMORE $877M RALEIGH-DURHAM $586M ATLANTA $156M DALLAS- FORT WORTH $1.1B HOUSTON $154M DENVER-BOULDER $332M LOS ANGELES $350M SEATTLE $898M PORTLAND $247M ST. LOUIS $173M PHILADELPHIA $875MPITTSBURGH $148M NYC-NJ-CT $1.4BPage 89 of 284P1.Page 394 of 589 Page 90 of 284P1.Page 395 of 589 22Confidential & Proprietary | © 2021 CBRE, Inc. WASHINGTON, D.C.-BALTIMORE (11.2 MSF) RALEIGH-DURHAM (9.8 MSF) DENVER-BOULDER (3.4 MSF) SEATTLE (8.9 MSF) PHILADELPHIA (9.6 MSF) SAN FRANCISCO BAY AREA (32.7 MSF) LOS ANGELES (7.8 MSF) SAN DIEGO (17.7 MSF) CHICAGO (1.6 MSF) BOSTON-CAMBRIDGE (42.2 MSF)NEW JERSEY (20.4 MSF) NYC (1.9 MSF) Total Lab/R&D inventory (2021) The top life sciences lab/R&D marketsPage 91 of 284P1.Page 396 of 589 23Confidential & Proprietary | © 2021 CBRE, Inc. Available lab space is at a premium CRE DYNAMICS 1.10%1.10%1.80%2.20%2.60% 4.90% 12.70%12.60% 19.20% 14.70%14.80% 16.80% 0% 5% 10% 15% 20% 25% Boston-Cambridge New York City Denver-Boulder San Diego San Francisco Bay Area U.S. Labs/R&D Office Q3 2021 Vacancy Rates for Life Sciences Lab/R&D and Conventional Offices Source: CBRE Research, CBRE EA, Q4 2021. Geographies do not align exactly in most cases. Page 92 of 284P1.Page 397 of 589 24Confidential & Proprietary | © 2021 CBRE, Inc. Asking rents broadly rising across the country CRE DYNAMICS -4% 0% 4% 8% 12% 16% 20% 24% 28% 32% 36% $0 $10 $20 $30 $40 $50 $60 $70 $80 $90 $100 Boston- Ca m bri d ge New York City San Fr a ncisc o B a y Area San Die g o Los A n g eles Denver- B o ul der Chic a g o Phila del p hia Washi n gt o n, D. C.- Balti m ore Seattl e Ralei g h- D ur h a m New Jersey Average Asking Rent (NNN) (L)6-month change (R) Q3 2021 Asking Rents for Lab/R&D Space in Top U.S. Clusters Source: CBRE Research, Q4 2021. Page 93 of 284P1.Page 398 of 589 25Confidential & Proprietary | © 2021 CBRE, Inc. Market conditions are strongest in the nation’s premier submarkets CRE DYNAMICS 0% 1% 2% 3% 4% 5% 6% 7% 8% 9% 10% Cambridge (MA)North Peninsula (SF Bay Area) Torrey Pines (San Diego) 2019 2020 Q1 2021 Q3 2021 Lab/R&D Vacancy Rates $0 $20 $40 $60 $80 $100 $120 Cambridge (MA)North Peninsula (SF Bay Area) Torrey Pines (San Diego) 2019 2020 Q1 2021 Q3 2021 Average Asking Lab/R&D Rents (NNN) Source: CBRE Research, Q4 2021. Page 94 of 284P1.Page 399 of 589 26Confidential & Proprietary | © 2021 CBRE, Inc. 23.8 MSF of labs under construction in Q3 2021 CRE DYNAMICS Boston- Cambridge San Francisco Bay Area San Diego New York City Philadelphia Raleigh-Durham Seattle Chicago Washington, D.C.- Baltimore Denver-Boulder New Jersey Los Angeles 0 5 10 15 20 25 2020 Q1 2021 Q3 2021 Construction of Life Sciences Lab/R&D Properties (New development, conversion, speculative and build-to-suit) Source: CBRE Research, Q4 2021.Page 95 of 284P1.Page 400 of 589 Page 96 of 284P1.Page 401 of 589 28Confidential & Proprietary | © 2021 CBRE, Inc. Investment in life sciences lab/R&D properties have soared INVESTMENT TRENDS 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 Q3 20 1 2 Q1 20 1 3 Q3 20 1 3 Q1 201 4 Q3 20 1 4 Q1 20 1 5 Q3 201 5 Q1 20 1 6 Q3 20 1 6 Q1 20 1 7 Q3 20 1 7 Q1 20 1 8 Q3 20 1 8 Q1 20 1 9 Q3 201 9 Q1 20 2 0 Q3 20 2 0 Q1 20 2 1 Q3 20 2 1Indexed to 1.0 in Q3 2012Life Sciences R&D Office (excluding R&D) Sales of Life Sciences Lab/R&D and Conventional Offices (4-qtr. rolling sum indexed to 1.0 in Q3 2012) Source: Real Capital Analytics, CBRE Research, Q4 2021. Page 97 of 284P1.Page 402 of 589 29Confidential & Proprietary | © 2021 CBRE, Inc. And pricing is as strong as ever INVESTMENT TRENDS 5.5% 6.0% 6.5% 7.0% 7.5% 8.0% Q3 2 01 2 Q1 2 01 3 Q3 2 01 3 Q1 2 01 4 Q3 2 01 4 Q1 2 01 5 Q3 2 01 5 Q1 2 01 6 Q3 2 01 6 Q1 2 01 7 Q3 2 01 7 Q1 2 01 8 Q3 2 01 8 Q1 2 01 9 Q3 2 01 9 Q1 2 0 2 0 Q3 2 0 2 0 Q1 2 0 21 Q3 2 0 21 Life Sciences R&D Office (excluding R&D) Average Cap Rates (4-qtr. moving average) Source: Real Capital Analytics, CBRE Research, Q4 2021. Page 98 of 284P1.Page 403 of 589 30Confidential & Proprietary | © 2021 CBRE, Inc. Office properties converting to labs at premium pricing INVESTMENT TRENDS $0 $50 $100 $150 $200 $250 $300 Shady Grove Biotech Park West Gude Labs Maryland 95 Corporate Center Frederick Corporate Park 2301 Research Boulevard Metro Executive Park I & II Average price per square foot of office properties sold in Suburban Maryland in the past five years with less than 70% occupancy and five floors Source: Real Capital Analytics, CBRE Research, Q4 2021. Sold for life sciences conversionPage 99 of 284P1.Page 404 of 589 Page 100 of 284P1.Page 405 of 589 32Confidential & Proprietary | © 2021 CBRE, Inc. More jobs and demand for space appear on the way OUTLOOK U.S. Life Sciences Employment and Venture Capital Funding Growth Source: CBRE Research, CB Insights, US BLS, Q4 2021. Employment growth lagged by 3 quarters. Forecast -3 0 3 6 9 -40 0 40 80 120 Q3 20 0 6 Q3 20 0 7 Q3 20 0 8 Q3 20 0 9 Q3 201 0 Q3 2011 Q3 201 2 Q3 201 3 Q3 201 4 Q3 201 5 Q3 201 6 Q3 201 7 Q3 201 8 Q3 201 9 Q3 20 2 0 Q3 20 2 1 VC Funding Growth (L)Employment Growth (R) (%)(%)Page 101 of 284P1.Page 406 of 589 33Confidential & Proprietary | © 2021 CBRE, Inc. Life sciences real estate is transformingPage 102 of 284P1.Page 407 of 589 34Confidential & Proprietary | © 2021 CBRE, Inc. Labs are becoming more efficiently utilized with less “wet” lab space And a greater emphasis on collaboration and idea generation is emergingPage 103 of 284P1.Page 408 of 589 35Confidential & Proprietary | © 2021 CBRE, Inc. As a new generation of lab buildings with more amenities emerges 1800 Owens San FranciscoPage 104 of 284P1.Page 409 of 589 36Confidential & Proprietary | © 2021 CBRE, Inc. Demand continues to outpace supply of lab space INNOVATION 0 5 10 15 20 25 2020 Q1 2021 Q3 2021 (MSF) Speculative Space Under Construction Sq. ft. of Tenants Seeking Space Supply & Demand of U.S. Lab Space Source: CBRE Research, Q4 2021. Preleased AvailablePage 105 of 284P1.Page 410 of 589 39Confidential & Proprietary | © 2021 CBRE, Inc. Q3 –2021 6-mo Change (%) # of TIMs 22 --% Sq. ft. of Demand 350,000 -41.4% Class A Asking Rents (NNN) $60.00 MARKET OVERVIEWS Market Trends –New Class A lab/office inventory has proven a welcome addition to the Chicago life sciences industry. Demand continues to climb steadily in notable life sciences campuses such as Fulton Labs, where tenants include Talis Biomedical and Vanqua Bio. –The maturing market has been bolstered by VC/private wealth infusions into early and growth-stage biotech, fueling continued activity in Chicago’s core strengths of integrated AI, cell and gene therapy, structural biology and biochemistry. –The market is increasingly focused on capital and infrastructure as savvy venture capital firms like Portal Innovations fund early-stage incubator models in Chicago's talent-rich Fulton Market District. –Coastal and international-based biotech are bringing R&D operations to downtown Chicago. The steady suburban life science stalwarts are also establishing a presence in the CBD. –Chicago’s world-class university talent and research engines are venturing into lab development, with projects slated at University of Chicago, Northwestern and the University of Illinois. Future Supply The Chicago market has 864,500 sq. ft. currently under construction, all of which is expected to deliver by the end of 2024. Two of the three properties under construction are speculative, while the other is build-to-suit. Top Lease Transactions Inventory Lab/R&D Demand VC Funding –Driver of Demand Date Tenant Size (SF)Submarket Use Q3 –2021 Hazel Technologies 57,826 City Lab/R&D Q3 –2021 Vanqua Bio 22,385 City Lab/R&D Q3 –2021 Cour Pharmaceuticals 14,512 Suburbs Lab/R&D Q3 –2021 Charles River Labs 9,216 Suburbs Lab/R&D Q3 –2021 Stoicheia 8,900 Suburbs Lab/R&D Inventory (SF)Avg. Asking Rents (NNN)Vacancy Rate Suburbs 988,426 $37.00 8.1% City 569,938 $55.25 39.8% Metro (Total)1,558,364 $46.29 19.7% Source: CB Insights Chicago $0 $200 $400 $600 $800 2011-Q12012-Q12013-Q12014-Q12015-Q12016-Q12017-Q12018-Q12019-Q12020-Q12021-Q1Amount 4-qtr. Rolling Sum(Millions)Page 106 of 284P1.Page 411 of 589 50Confidential & Proprietary | © 2021 CBRE, Inc. Q3 2021 market indicators MARKET OVERVIEWS Market Inventory (SF) Vacancy Asking Rents (NNN) # of Tenants Seeking Space Total Demand (SF) 6-month change in demand Under Construction (SF of Lab/R&D) Boston-Cambridge 42,128,275 1.1%$94.62 134 6,000,000 26.3%10,190,095 Chicago 1,558,364 19.7%$46.29 22 350,000 -41.4%864,454 Denver-Boulder 3,351,742 1.8%$45.00– $50.00 17 1,480,000 -5.0%635,000 Los Angeles 7,767,117 5.3%$51.00 11 446,000 7.0%143,000 New Jersey 20,400,000 9.1%$26.00– $28.00 17 1,300,000 8.3%222,500 New York City 1,904,960 1.1%$89.82 49 1,568,000 39.4%1,946,514 Philadelphia 9,579,835 13.9%$40.00 61 2,018,000 37.7%1,365,371 Raleigh-Durham 9,773,684 17.4%$29.11 16 897,000 6.9%1,177,163 San Diego 17,681,649 2.2%$67.08 45 3,750,000 33.9%2,404,000 San Francisco Bay Area 32,679,933 2.6%$75.48 70 2,959,599 1.5%3,036,657 Seattle 8,947,724 7.1%$32.16 20 1,190,000 138.0%1,100,000 Washington, D.C. – Baltimore 11,952,556 1.9%$38.74 31 1,800,000 63.6%714,000 Overall Total 167,725,839 4.9%--513 23,758,599 19.7%23,798,754Page 107 of 284P1.Page 412 of 589 TOD Parking Study Life Science Building Evanston, Illinois Prepared For: February 17, 2022 Page 108 of 284 P1.Page 413 of 589 Life Science Building Evanston, Illinois 1 1. Introduction This report summarizes the results of a parking study conducted by Kenig, Lindgren, O’Hara, Aboona, Inc. (KLOA, Inc.) for the proposed Transit Oriented Development (TOD) to be located at 1740 Orrington Avenue in Evanston, Illinois. The site, which is currently occupied by a vacant Burger King building and a residential building, is located in the southwest quadrant of the intersection of Orrington Avenue with Clark Street. The site will be redeveloped with a 10-story, that will be approximately 128,220 square feet in size with a 35-space on-site parking garage and 40 bicycle parking spaces. In addition, 100 parking spaces will be leased at the Church Street parking garage located at 525 Church Street, resulting in a total parking supply of 135 spaces or a parking ratio of 1.05 spaces per 1,000 square feet. Given the proximity of the proposed office development to the Chicago Transit Authority (CTA) Davis Purple Line station and the Metra Union Pacific/North Line (UP-N) Davis Street station, Pace bus routes, the City of Evanston city core, and residential and retail land uses, the site meets the characteristics of a TOD development. Figure 1 shows an aerial view of the site. The purpose of this TOD parking study is to (1) inventory the existing transportation conditions within the vicinity of the site, (2) determine the characteristics of the TOD, and (3) evaluate the parking needs of the TOD. Page 109 of 284 P1.Page 414 of 589 Life Science Building Evanston, Illinois 2 Aerial View of Site Figure 1 SITE Page 110 of 284P1.Page 415 of 589 Life Science Building Evanston, Illinois 3 2. Existing Conditions The following provides a summary of the alternative modes of transportation available in the area and the availability of parking in the area. Site Location The site is located in the southwest quadrant of the intersection of Orrington Avenue and Clark Street on the north side of the east-west alley that extends between Orrington Avenue and Sherman Avenue. This site is located in the core of Evanston’s Central Business District, which generally consists of commercial, office, and multi-story residential developments. The site currently contains an existing a vacant Burger King restaurant building and a residential building. Alternative Modes of Transportation Accessibility to and from the Evanston central business district is enhanced by the alternative modes of transportation serving the area as summarized below. Figure 2 shows a map of the public transportation serving the area. Public Transportation. The area is served by several modes of public transportation including Metra commuter rail, CTA rapid transit service, and four bus lines. The following summarizes the rail lines providing service to the area: • The Metra Union Pacific/North Line (UP-N) has a local stop at Benson Avenue just north of Davis Street, which is located approximately two to three blocks west of Orrington Avenue. This line provides daily service between Ogilvie Transportation Center in Chicago and Kenosha, Wisconsin. • The CTA Purple Transit Line has a local stop at Benson Avenue just north of Davis Street and is located two to three blocks west of Orrington Avenue. This line provides daily service between the Linden station in Wilmette and the Howard station on the border of Chicago and Evanston. In addition, weekday peak period express service is provided between the Howard station and the Chicago Loop. The following bus routes serve the immediate area. Several other bus routes have stops that are within walking distance of the site. • Route 93 (California/Dodge) generally runs along California Avenue and Dodge Avenue between the Davis CTA station and the Kimball CTA station. Service is provided on weekdays and Saturdays. • Route 201 (Central/Ridge) generally runs along Central Avenue and Ridge Avenue between the Howard Street CTA station and Old Orchard Shopping Center. Service is provided on weekdays and Saturdays. Page 111 of 284 P1.Page 416 of 589 SITE CLARK STREET Figure: 2 Kenig,Lindgren,O'Hara,Aboona,Inc. Job No: 21-295 Public Transportation N NOT TO SCALE CLARK STREETEL GIN RO A D ORRINGTON AVENUECHURCH STREETCHICAGO AVENUEHINMAN AVENUEGROVE STREETRIDGE AVENUEOAK AVENUE#93 DAVI S STREET#213#201STATION EVANSTON DAVIS STREET/ Evanston, Illinois Life Science Building STATION DAVIS STREET SHERMAN AVENUELEGEND - CTA PURPLE LINE - ROUTE 93 - CALIFORNIA-DODGE - ROUTE 201 - CENTRAL-RIDGE - UNION PACIFIC NORTH LINE - ROUTE 213 - GREEN BAY ROAD - ROUTE 208 - GOLF ROAD - ROUTE 250 - DEMPSTER STREET #250 #208Page 112 of 284P1.Page 417 of 589 Life Science Building Evanston, Illinois 5 • Route 213 (Green Bay Road) generally runs along Chicago Avenue and Green Bay Road between the Howard Street CTA station and downtown Highland Park. Service is provided on weekdays and Saturdays. • Route 208 (Golf Road) which provides daily service between Evanston and Schaumburg. Service operates primarily via Golf Road between Davis Street CTA Purple Line/Metra Station and the Pace Northwest Transportation Center. Service on Sundays has a shorter span of service. • Route 250 (Dempster Street) Provides daily service from downtown Evanston to the Des Plaines Metra station via Dempster and then south to the O’Hare Multi-Modal Facility (MMF). Communities served include communities Evanston, Skokie, Morton Grove, Niles, Park Ridge, Des Plaines and Rosemont, Service along this line includes the Davis Street CTA Station (Purple Line), the Skokie Swift CTA Station (Yellow Line), Notre Dame and Main East High Schools, and Lutheran General Hospital. Non-Motorized Transportation Systems. All of the roadways within the immediate area have sidewalks on both sides of the roadway. Crosswalks are generally provided on all approaches of the signalized intersections. Pedestrian signals are also provided at all signalized intersections within the study area. Furthermore, multiple Divvy bike-sharing stations are located within the area with the two closest located at Benson Avenue and Church and at Chicago Avenue and Sheridan Road. According to the City of Evanston’s Area Bike Map, Elgin Road, Clark Street, Church Street, Chicago Avenue, and Hinman Avenue are designated bike routes. In addition, Chicago Avenue and Church Street provide a barrier-protected bike lanes within the vicinity of the site. Car-Sharing Transportation Availability. Multiple car-sharing vehicles are located within walking distance of the site. Page 113 of 284 P1.Page 418 of 589 Life Science Building Evanston, Illinois 6 Area Parking The parking in the area is summarized below. On-Street Parking. Metered parking spaces are generally provided on Orrington Avenue, Clark Street (west of Orrington Avenue), Sherman Avenue, and Church Street. Public Parking Facilities. The immediate area contains a number of public parking facilities owned and operated by the City of Evanston, including the following: • The 525 Church Street Self Park is located at the northeast corner of the intersection of Church Street with Chicago Avenue, approximately 1,000 feet southeast of the site. This parking structure has approximately 600 parking spaces providing daily and monthly parking. • The Sherman Plaza Self Park is located in the northeast corner of the intersection of Davis Street and Benson Avenue, approximately 1,500 feet south of the site. This parking structure has approximately 1,583 parking spaces providing daily and monthly parking. • The 1800 Maple Self Park is located on the west side of Maple Avenue just north of Church Street, approximately 1,500 feet west of the site. This parking structure has approximately 1,400 parking spaces providing daily and monthly parking. In addition to these public parking facilities, there are also two other parking facilities within close proximity to the site. These are: • The Orrington Garage is located at 1603 Orrington Avenue immediately south of the site. The underground parking facility has approximately 290 parking spaces and provides hourly rates. • The 500 Davis Street Garage is located in the southwest quadrant of the intersection of Davis Street with Hinman Avenue, approximately 0.8 miles southeast of the site. The parking structure has 250 parking spaces and provides hourly rates. Page 114 of 284 P1.Page 419 of 589 Life Science Building Evanston, Illinois 7 3. TOD Parking Demand The following provides a description of the proposed TOD and information regarding parking demand anticipated to be generated by the proposed TOD based on national data and studies. Proposed Site and TOD Plan The site, as previously indicated, is located at 1740 Orrington Avenue. As proposed, the site will be redeveloped with a 10-story, approximately 128,220 square-foot Life Science building. As proposed, the site will provide a 35-space parking garage with access off the east-west alley that runs along the site’s south property line between Orrington Avenue and Sherman Avenue. Given the proximity of the proposed development to the Chicago Transit Authority (CTA) Davis Purple Line station and to the Metra Union Pacific/North Line (UP-N) Davis Street station, multiple Pace bus routes, the City of Evanston city core, and residential and retail land uses, the proposed development meets the characteristics of a TOD development. Characteristics of a TOD Development Most TOD developments are defined as compact pedestrian-friendly, high-density developments near transit stations. The main goals of a TOD are to improve transit accessibility, increase transit ridership and reduce the dependence on the automobile. By contrast these main goals enhance the livability of an area, broaden the housing choices and reduces the parking requirements and demand. More often than not, cities rely on established parking codes to calculate parking requirements. This in turn can lead to overparking areas and failing to strike a balance between the adequate parking supply for a TOD development. Parking Demand Evaluation In order to determine the appropriate number of parking spaces for the proposed development, KLOA, Inc. researched various studies conducted in Chicago as well as throughout the United States to find a common characteristic in the parking demand of office TOD developments. Below is a summary of some of these studies: 2010 Work Trip Flows (RTAMS, 2010) Based on a study conducted in 2010 by the Regional Transportation Asset Management System (RTAMS) of work trip flows from the six county northeastern Illinois region to Evanston Township, approximately 57 percent of the workers destined to Evanston Township drive alone with the remaining 43 percent utilizing other means of transportation. Employees who take public transportation from surrounding communities such as Morton Grove, Niles and Des Plaines to City of Evanston city core utilize Pace buses to commute, with average travel times ranging between 30 and 60 minutes. While this shows a significant reduction in the automobile utilization, the results are skewed given that it encompasses all of Evanston Township, which includes numerous areas with little to no immediate public transportation available. Page 115 of 284 P1.Page 420 of 589 Life Science Building Evanston, Illinois 8 For comparison purposes, KLOA, Inc. also looked at the characteristics of the City of Chicago divided by neighborhood and the percentage of workers utilizing their personal vehicle to get to work. Based on this, Table 1 shows a breakdown of the mode share by area. Table 1 2010 WORK TRIP FLOWS (ORIGIN – SIX COUNTY NORTHEASTERN ILLINOIS REGION) Mode Share Work Location Drive Alone Carpool Bus Rail Other The Loop 22% 6% 16% 50% 6% River North 40% 7% 13% 31% 9% North Michigan/Streeterville 37% 8% 21% 25% 9% South Loop 41% 8% 17% 28% 6% West Loop 34% 7% 13% 40% 6% Based on the above, approximately 78 percent of the employees destined to the Chicago Loop either use public transportation or carpool to get to work while the remaining 22 percent drive alone. By contrast, approximately 60 percent of the employees destined to the surrounding neighborhoods use either public transportation or carpool with the remaining 40 percent driving alone. The West Loop, which extends from the Chicago River west to Ashland Avenue and from Grand Avenue south to Van Buren Street, experiences a modal split of 66 percent either utilizing public transportation or carpooling to get to work with the remaining 34 percent driving alone. It should be noted that based on information provided by City of Evanston staff, the average trip time for public transit is 57 minutes in Chicago, when reviewing the CTA trains, Metra trains, and CTA and Pace buses, which is consistent with the travel time to Evanston’s city core indicated earlier. The above data clearly indicates that the availability of public transportation near workplaces coupled with the high density of the area, the numerous local dining and retail amenities, and the mix of land uses reduce the dependence on the automobile and in turn reduce the need for a large number of parking spaces for each individual land use. By applying this correlation between the Loop and the surrounding neighborhoods from the RTAMS survey results, the percentage of workers that would drive to downtown Evanston is reduced to 35 percent. Getting the Parking Right for Transit-Oriented Development (Center for Transportation Research, University of Texas at Austin) Based on a study prepared by the University of Texas with a grant from the U.S. Department of Transportation which looked at various communities throughout the United States, it was found that the best practices for TOD parking include: 1. Reductions: Parking requirements can typically be reduced around 20 and up to 50 percent in areas with good transit. Deregulate parking to allow developers to assess parking demand, provide market-priced parking to meet average demand, and use shared parking to accommodate peaks. Page 116 of 284 P1.Page 421 of 589 Life Science Building Evanston, Illinois 9 2. Management: Cities need to create/utilize parking databases to understand supply and demand and to develop programs that allow the City to track the impacts of adjustments. 3. Pricing: Pricing can be used to improve monitoring, increase enforcement, reduce spillover, and make improvements in parking districts. The study acknowledges that while it is neither feasible nor reasonable to eliminate all parking in a TOD district, applying the conventional parking ratios to TOD projects would undermine the expected community benefits of TODs and could even cause the TOD initiative to fail. This is because the conventional parking standards are very suburban biased and are based largely on low-density single land-uses. The study further states that “Successful integration of parking is vital for capturing the benefits of TODs and achieving all of its goals. Applying suitable parking standards in TODs can improve the overall performance of the TOD and shape travel behavior, community design, and development economics”. Based on a publication titled Developing TOD Parking Strategies, APA Transportation Planning, Volume XXX, Number 1 “Mainstream data suggest that developers often rely on established parking codes to calculate parking requirements for TODs, which can lead to parking and traffic problems, obstruct land development, and reduce the impact in transit use”. Current TOD (Office Development) Trends It should be noted that while most of the data and guidelines available for TOD developments is for residential uses which supports a significant reduction in parking demand, it is worth noting that the same parking trends will most likely be observed and experienced in an office development within a dense urban area and within close proximity to transit such as 1740 Orrington Avenue. One development in the area that embraces this trend and characteristics is the 909 Davis Street building which is 207,743 square feet in size and provides 57 parking stalls on-site for a parking ratio of 0.29 stalls per 1,000 square feet. Together with this trend is the fact that a study prepared by the City of Evanston in 2017 showed the occupancy counts at the 1800 Maple Street, Church Street, and Sherman Plaza self-park garages at less than 60 percent occupancy at peak times on weekdays and less than 45 percent occupancy on weekends. For comparison purposes, a review of the City of Evanston TOD parking requirements for residential buildings indicates that it resulted in a reduction of 56 percent in the number of parking spaces required for a studio/one-bedroom unit in a TOD zone as compared to a non-TOD location. By applying the same standards to an office development within close proximity to transit, the parking requirement could be reduced from 2.0 spaces per 1,000 square feet to 0.88 spaces per 1,000 square feet. This is more in line with the parking ratios discussed previously. Given the relatively new efforts by many communities to reduce the reliance and dependence on the automobile by increasing the density and types of land uses within close proximity to a transit station and the ability of residents, visitors, and employees to walk, bike, or take transit to work, new trends with regards to parking have emerged. Below is a summary of those trends. • Reducing and/or eliminating the minimum parking requirements and instead establishing parking maximums. • Develop around or near transit within a rich mix of land uses. Page 117 of 284 P1.Page 422 of 589 Life Science Building Evanston, Illinois 10 • Share parking whenever possible. • Encourage developments to provide ample bicycle parking stalls to increase bicycle ridership. • Provide vehicle trip reduction programs such as telecommuting and/or flexible work schedules. • Allow the private sector to make the decision as to how many parking spaces are required for the TOD. • Allow employees of tenants to seek monthly parking in adjacent or nearby parking lots/structures. As stated in the UCLA publication titled The High Cost of Free Parking (2011), “Commuters will drive to work only if they can park free at work; if they have to pay to park, they will ride public transit, walk, or bike to work. Employer-parking draws commuters into cars and away from transit”. Ultimately, free parking is distorting transportation prices in favor of driving alone which increases congestion, parking demand, fuel consumption, accidents, and air pollution. Based on a model of commuter travel in Los Angeles, if commuters can park free at work, 70 percent of them would drive alone, while 15 percent would ride public transit and 15 percent would carpool. By comparison if commuters must pay for parking, only 45 percent of them would drive alone, while 34 percent would ride public transit and 21 percent would carpool. All of this points out to the fact that tenants in a setting such as downtown Evanston want to be located in an urban setting instead of a suburban one. It becomes a lifestyle choice that self-imposes a parking reduction from the employee and the employer’s perspective. Furthermore, many recently constructed office and life science buildings in Chicago near transit hubs have provided below 0.50 spaces per 1000 SF without issue, despite providing below the historically typical number of parking spaces required in a suburban setting. These buildings are very recent, clear examples of private markets dictating the amount of parking required for a Class A office tower. Below is a sample of these office buildings. • 1375 W. Fulton (110 spaces, 0.37 spaces per 1000 SF) • 400 N. Aberdeen (175 spaces, 0.41 spaces per 1000 SF) • 800 W. Fulton (37 spaces, 0.08 spaces per 1000 SF) • 167 N. Green (135 spaces, 0.21 spaces per 1000 SF) As can be seen parking provided at these buildings is at least 50 percent less than the proposed supply at the proposed development. Page 118 of 284 P1.Page 423 of 589 Life Science Building Evanston, Illinois 11 4. Evaluation and Recommendations The following discusses the conclusions regarding the proposed development and any recommendations to reduce the TOD’s impact on area streets and parking. Overall Evaluation As seen from the previous discussion, the availability of alternative modes of transportation will adequately serve future employees of the proposed office development. This site is located within walking distance of the CTA Davis Purple Line station (approximately 0.3 miles) and the Metra Union Pacific/North Line (UP-N) Davis Street station (approximately 0.3 miles), the City of Evanston city core, Northwestern University campus and residential and retail land uses. Based on a review of ridership statistics provided by RTAMS, the Davis Street station has experienced a seven to eight percent increase in ridership over the past 10 years even though the employment and population within half a mile to one mile of the transit center have remained mostly unchanged. This is attributed to the fact that downtown Evanston is heavily served by public transportation, with Evanston stations being some of the highest ridership stations outside the City of Chicago. Additionally, research indicates that commuters are willing to travel longer distances by public transit than by car, as work may be completed en route to the office. Therefore, this confirms that public transportation continues to be an attractive and convenient alternative to the office, retail and residential uses within the City of Evanston city core. Furthermore, given that bicycle facilities and bicycle routes are provided in the area, which allow for access to other major bike routes, the proposed office building plans to provide a new Divvy bike-sharing station as well as indoor bicycle parking on site to encourage bicycle ridership. Lastly, sidewalks and traffic signals with pedestrian countdown timers are provided in the area and crosswalks striped with high-visibility continental striping are generally provided near the site. Therefore, biking and walking to/from the proposed office building will be very attractive and convenient. Parking The proposed development qualifies as a TOD. As such, the development is proposing a reduced parking ratio of 0.9 spaces per 1,000 square feet, At 0.90/1000, which is almost double the supply at other similar buildings in various parts of the city with similar TOD attributes, to conform with the trend of lower parking supply for TODs. As indicated earlier, these developments have experienced a significant reduction in parking demand given their location in an urban environment such as downtown Evanston, which is in close proximity to public transit, other alternative modes of transportation, and a mix of uses that collectively minimize the reliance on the automobile as a primary mode of transportation. The development is also following the trend of the low amount of parking provided in other recently-constructed Class A Office and Life Science office buildings, which reflects that the private market has clearly determined that Class A office tenants no longer consider surplus parking an important amenity. Page 119 of 284 P1.Page 424 of 589 Life Science Building Evanston, Illinois 12 Transportation Sustainability Conclusions and Recommendations The following summarizes transportation sustainability conclusions and measures that could be implemented by the proposed TOD to further foster alternative modes of transportation other than the automobile, and to enhance pedestrian/bicycle safety: • Employees will benefit from sidewalks, crosswalks, and pedestrian signals which are generally provided throughout downtown Evanston. • The provision of a new Divvy bike-sharing station by the proposed development as well as proximity of the site to nearby Divvy stations and car-share facilities will provide employees and visitors with additional alternative modes of transportation. • Consideration should be given to providing a real-time transit monitor within the lobby in order to further encourage public transit use. • Implementation of one or more of the following Travel Demand Measures (TDM): o Carpool matching services o Preferred carpool parking o Telecommuting o Bike storage and changing facilities Page 120 of 284 P1.Page 425 of 589 Life Science Building Evanston, Illinois 13 4. Conclusion This report summarizes the results and findings of a TOD parking study conducted by Kenig, Lindgren, O’Hara, Aboona, Inc. (KLOA, Inc.) for the proposed TOD to be located at 1740 Orrington Avenue in Evanston, Illinois. As proposed, the site will be redeveloped with a 10-story, approximately 128,220 square-foot Life Science building. The site will provide a 35-space parking garage with access off the east-west alley that runs along the site’s south property line between Orrington Avenue and Sherman Avenue. In addition, 100 spaces will be leased at the Church Street parking garage located at 525 Church Street for a total parking supply of 135 spaces at a ratio of 1.05 spaces per square feet. Based on the preceding analysis and recommendations and given the proximity of the proposed office development to the Chicago Transit Authority (CTA) Davis Purple Line station (approximately 0.3 miles) and to the Metra Union Pacific/North Line (UP-N) Davis Street station (approximately 0.3 miles), multiple Pace bus routes, the City of Evanston city core, and residential and retail uses, the development meets the characteristics of a TOD development. The reduction in off-street parking will not be detrimental to the future employees and the area based on the following: • The proposed development meets the characteristics of a TOD development. • Accessibility to and from the Evanston central business district is enhanced by the numerous alternative modes of transportation serving the area. • The nature of the Evanston downtown area with excellent transit service, bicycle and pedestrian facilities (including the proposed Divvy bike-sharing station adjacent to the site), high density, and broad mix of land uses lends itself to a much lower parking requirement than what the City of Evanston code requires. • The immediate area contains a number of public parking facilities owned and operated by the City of Evanston as well as various private parking structures/lots that provide ample off-street parking • Based on review of numerous studies of TOD developments, it is imperative to strike a balance between the parking supply and the development. If typical parking ratios are applied it can lead to overparking areas, discouraging development and failing to create a true TOD development. • Work Trip Flow Data collected by RTAMS clearly indicates that office developments within close proximity to transit reduces the auto dependency and thus the parking demand. Page 121 of 284 P1.Page 426 of 589 Traffic Impact Study Life Science Building Evanston, Illinois Prepared for: January 20, 2022 SITE Page 122 of 284 P1.Page 427 of 589 1621-31 Chicago Avenue Evanston, Illinois i Contents Executive Summary ........................................................................................................................ 1 1. Introduction ................................................................................................................................. 3 2. Existing Conditions ..................................................................................................................... 6 Site Location .......................................................................................................................... 6 Existing Roadway System Characteristics ............................................................................. 6 Alternative Modes of Transportation ..................................................................................... 9 Existing Traffic Volumes ..................................................................................................... 11 3. Traffic Characteristics of the Proposed Development .............................................................. 14 Proposed Development Plan ................................................................................................ 14 Directional Distribution ....................................................................................................... 14 Development Traffic Generation ......................................................................................... 14 4. Projected Traffic Conditions ..................................................................................................... 18 Development Traffic Assignment ........................................................................................ 18 Other Area Growth .............................................................................................................. 18 Total Projected Traffic Volumes ......................................................................................... 22 5. Traffic Analysis and Recommendations ................................................................................... 24 Traffic Analyses ................................................................................................................... 24 Discussion and Recommendations ...................................................................................... 31 6. Conclusion ................................................................................................................................ 35 Appendix Page 123 of 284 P1.Page 428 of 589 Life Science Building Evanston, Illinois ii List of Figures and Tables Figures Figure 1 – Site Location .................................................................................................................. 4 Figure 2 – Aerial View of Site ........................................................................................................ 5 Figure 3 – Existing Roadway Characteristics ................................................................................. 7 Figure 4 – Public Transportation .................................................................................................. 10 Figure 5 – Year 2021 Base Traffic Volumes ............................................................................... 12 Figure 6 – Pedestrian and Bicycle Traffic Volumes ..................................................................... 13 Figure 7 – Estimated Directional Distribution (On-Site Garage) ................................................. 15 Figure 8 – Estimated Directional Distribution (525 Church Street Parking Garage) ................... 16 Figure 9 – Estimated Site-Generated Traffic Volumes (On-Site Garage) .................................... 19 Figure 10 – Estimated Site-Generated Traffic Volumes (525 Church Street Parking Garage) .... 20 Figure 11 – Year 2027 No-Build Conditions ................................................................................ 21 Figure 12 – Year 2027 Total Projected Conditions ...................................................................... 22 Tables Table 1 – Site-Generated Traffic Volumes ................................................................................... 17 Table 2 – Capacity Analysis Results – Sherman Avenue with Clark Street – Signalized ............ 25 Table 3 – Capacity Analysis Results – Orrington Avenue with Church Street – Signalized ....... 26 Table 4 – Capacity Analysis Results – Chicago Avenue with Church Street – Signalized .......... 27 Table 5 – Capacity Analysis Results – Orrington Avenue with Clark Street and Elgin Road – Unsignalized ................................................................................................................................. 28 Table 6 – Capacity Analysis Results – Hinman Avenue with Church Street – Unsignalized ...... 29 Table 7 – Capacity Analysis Results – Orrington Avenue with Alley – Unsignalized ................ 30 Table 8 – Capacity Analysis Results – Church Street with 525 Church Street Parking Garage – Unsignalized ................................................................................................................................. 30 Page 124 of 284 P1.Page 429 of 589 Life Science Building Evanston, Illinois 1 Executive Summary This report summarizes the results of a traffic impact study conducted by Kenig, Lindgren, O’Hara, Aboona, Inc. (KLOA, Inc.) for the proposed life science building to be located at 1740 Orrington Avenue in Evanston, Illinois. The site, which was previously occupied by Burger King restaurant, is located in the southwest corner of the intersection of Orrington Avenue with Clark Street. As proposed, the development will be an approximate 150,000 square-foot life science building with a 35-space on-site parking garage and 40 bicycle parking spaces. Access to the garage and loading will be provided off the public alley that borders the site on the south. In addition, approximately 100 parking spaces will be leased at the Church Street parking garage located at 525 Church Street to accommodate overflow parking. The objective of the traffic study was as follows: Determine the existing vehicular, pedestrian, bicycle, and public transportation conditions in the study area to establish a base condition. Assess the impact that the proposed development will have on transportation conditions in the area. Determine any roadway, access, bicycle, and pedestrian modifications and/or improvements that will be necessary to effectively accommodate and mitigate future conditions. Accessibility to and from the area is enhanced by public transportation and various alternative modes of transportation. The Metra Union Pacific North Line (UP-N) and Chicago Transit Authority (CTA) Rapid Transit Purple Line have stations within a half-mile of the site and several CTA bus routes have stops in the area. In addition, pedestrian facilities including sidewalks and crosswalks are generally provided on all roadways within the area. Barrier-protected bike lanes are provided on Church Street and Chicago Avenue. Car-sharing vehicles are also located within the area. Vehicle, pedestrian, and bicycle counts were conducted during the weekday morning and evening peak periods in order to determine the general transportation conditions during these time periods. The following intersections were analyzed as part of this study: Orrington Avenue with Clark Street Orrington Avenue with public alley Clark Street with Orrington Avenue Clark Street with Sherman Avenue Church Street with Orrington Avenue Church Street with Chicago Avenue Church Street with Hinman Avenue Church Street with 525 Church Street parking garage access drive Page 125 of 284 P1.Page 430 of 589 Life Science Building Evanston, Illinois 2 Based on the preceding analyses and recommendations, the following conclusions were made: The existing roadway system has sufficient reserve capacity to accommodate the traffic to be generated by the proposed development. All of the intersections within the study area are projected to continue to operate at a good level of service assuming the additional traffic to be generated by the proposed development and the other area growth. Overall, the proposed development will have a limited impact on the operation of the roadway system As such, no roadway improvements and/or traffic control modifications are required. Given the location of the site within the central business district and its proximity to alternative modes of transportation, the number of vehicle trips generated by the development will be reduced. Access to the on-site parking garage and the loading dock will be via the east-west public alley that extends along the south side of the site between Orrington Avenue and Sherman Avenue. The access drive will provide one inbound lane and one outbound lane. Approximately 100 parking spaces will be leased at the Church Street parking garage located at 525 Church Street to accommodate overflow parking. Page 126 of 284 P1.Page 431 of 589 Life Science Building Evanston, Illinois 3 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 life-science building to be located at 1740 Orrington Avenue in Evanston, Illinois. The site, which was previously occupied by Burger King restaurant, is located in the southwest corner of the intersection of Orrington Avenue with Clark Street. As proposed, the development will be an approximate 150,000 square-foot life science building with a 35-space on-site parking garage and 40 bicycle parking spaces. Access to the garage and loading will be provided off the public alley that borders the site on the south. In addition, approximately 100 parking spaces will be leased at the Church Street parking garage located at 525 Church Street to accommodate overflow parking. The purpose of this study was to examine background traffic conditions, assess the impact that the proposed development will have on traffic conditions in the area, and determine if any roadway or access improvements are necessary to accommodate traffic generated by the proposed development. Figure 1 shows the location of the site in relation to the area roadway system. Figure 2 shows an aerial view of the site. The sections of this report present the following: Existing roadway conditions A description of the proposed development Directional distribution of the development traffic Vehicle trip generation for the development Future traffic conditions including access to the development Traffic analyses for the weekday morning and evening peak hours Recommendations with respect to adequacy of the site access and adjacent roadway system Traffic capacity analyses were conducted for the weekday morning and evening peak hours for the following conditions: 1. Base Conditions - Analyzes the capacity of the existing roadway system using existing peak hour traffic volumes in the surrounding area adjusted to reflect normal conditions. 2. No-Build Conditions – Analyzes the capacity of the existing roadway system using the base traffic volumes increased by a regional growth factor and including the traffic to be generated by other proposed and/or approved area developments. 3. Future Conditions – Analyzes the capacity of the projected roadway system assuming projected traffic volumes which include the base traffic volumes, ambient area growth not attributable to any particular development, the traffic to be generated by other proposed/approved area developments, and the traffic estimated to be generated by the proposed subject development. Page 127 of 284 P1.Page 432 of 589 Life Science Building Evanston, Illinois 4 Site Location Figure 1 SITE Page 128 of 284P1.Page 433 of 589 Life Science Building Evanston, Illinois 5 Aerial View of Site Figure 2 SITE Page 129 of 284P1.Page 434 of 589 Life Science Building Evanston, Illinois 6 2. Existing Conditions Existing transportation conditions in the vicinity of the site were documented based on a field visit conducted by KLOA, Inc. in order to obtain a database for projecting future conditions. The following provides a description of the geographical location of the site, physical characteristics of the area roadway system including lane usage and traffic control devices, and existing peak hour traffic volumes. Site Location The site is bounded by Orrington Avenue on the east, Clark Avenue on the north, and an east-west public alley on the south. Located within Evanston’s central business district, the land uses surrounding the site generally consist of commercial, office, and multi-story residential developments. The site was previously occupied by Burger King restaurant. Existing Roadway System Characteristics The characteristics of the existing roadways within the study area are illustrated in Figure 3 and described below. All roadways are under the jurisdiction of the City of Evanston. Orrington Avenue is generally a north-south, one-way roadway that provides two lanes in the northbound direction. At its signalized intersection with Church Street, Orrington Avenue provides two through lanes and an exclusive right-turn lane on the northbound approach. Both the north and south legs of this intersection provide standard style crosswalks. At its all-way stop sign controlled intersection with Elgin Road and Clark Street, Orrington Avenue provides an exclusive left-turn lane (onto Clark Street) and an exclusive right-turn lane. Northbound left-turn movements from Orrington Avenue onto Elgin Road are not permitted. Parallel metered parking is generally permitted on both sides of the road between Church Street and Elgin Road. Clark Street is an east-west, one-way roadway between Orrington Avenue and Sherman Avenue and becomes a two-way roadway west of Sherman Avenue. At its signalized intersection with Sherman Avenue, Clark Street provides an exclusive left-turn lane and a combined through/right- turn lane on the westbound approach. The eastbound approach provides an exclusive right-turn lane. Both the east and west legs of this intersection provide standard style crosswalks. Parallel metered parking is generally permitted on both sides of the road. At its all-way stop-sign controlled intersection with Elgin Road and Orrington Avenue, Clark Street provides a through lane on the westbound approach. Westbound left-turn movements from Clark Street onto Orrington Avenue are not permitted. Elgin Road is an east-west, two-way roadway that becomes Clark Street east of Orrington Avenue. At its all-way stop-sign controlled intersection with Clark Street and Orrington Avenue, Elgin Road provides a through lane on the eastbound approach. All legs of this intersection provide standard style crosswalks. Page 130 of 284 P1.Page 435 of 589 HR2 HR2 STORE MAGIC PAULINE MANAGEMENT CAPITAL ALTURASCHURCH METHODIST UNITED FIRSTRES ST CHURCH 522 OF SIGMA CHI GRAND CONSUL EITH KRACKK 3AM-6AM 3AM-6AM EVANSTON HE PARKT FOODS HOLEW 3AM-6AM 3AM-6AM MIN 20 RESTAURANT T EVERESTM CHUAN AO SZEL 6AM 3AM- LIBRARY PUBLIC EVANSTON 6AM 3AM- 6AM 3AM- 6AM 3AM- 3AM-6AM PARK OLDBERG SITE CENTER LIVING-LEARNING MCMANUS HILTON UNIVERSITY NORTHWESTERN 6AM 3AM-CARS ONLY FOR 2 6AM 3AM- COOKIE INSOMNIA BAGELS EINSTEIN STARBUCKS PIZZA BLAZE O N E- W A Y ONE-WAY ONE-WAYONE-WAYONLY LEGEND - TRAVEL LANE - TRAFFIC SIGNAL - STOP SIGN - NO PARKING - ON-STREET PARKING - BIKE LANE - SPEED LIMIT P XX P - NO LEFT TURN - LOADING ZONE C L PP - STANDARD CROSSWALK P P L PP - HIGH VISIBILITY CROSSWALK Figure: 3 Kenig,Lindgren,O'Hara,Aboona,Inc. Job No: 21-295 Existing Roadway Characteristics N NOT TO SCALE AVENUEORRINGTONAVENUECHICAGOAVENUEHINMANSTREET CLARK STREETCLARKNIGLE DAORGARAGE ACCESS25 CHURCH STREET5STREETHURCHCEvanston, Illinois Life-Science Building P P MP - METERED PARKING MP MP P P MP - PAY BY PLATE P MP P P MP L PP - PARKING FOR 3 CABS P MP MP P P P P P MP MP MP MP P P MP PP P C ALLEY -WE AVENUESHERMANNO SBLTPage 131 of 284P1.Page 436 of 589 Life Science Building Evanston, Illinois 8 Chicago Avenue is generally a north-south, two-way roadway. In the vicinity of the site, Chicago Avenue provides a single lane in each direction with a two-way, protected bike lane located on the east side of the road north of Davis Street. Parallel metered parking is generally permitted on both sides of the road between Davis Street and Church Street. At its signalized intersection with Church Street, Chicago Avenue provides a through lane and an exclusive right-turn lane on the northbound approach and a shared left-turn/through lane on the southbound approach. Both approaches provide high-visibility, ladder style crosswalks. Chicago Avenue has a posted speed limit of 25 miles per hour. Chicago Avenue carries an Annual Average Daily Traffic (AADT) volume of approximately 7,200 vehicles north of Church Street and 11,600 vehicles south of Church Street (IDOT 2018). Church Street is generally a one-way eastbound roadway that provides two eastbound lanes with metered parallel parking generally provided on the north side of the roadway. Church Street also provides a barrier-protected bike lane for eastbound travel west of Chicago Avenue. At its signalized intersection with Orrington Avenue, Church Street provides an exclusive left-turn lane and two through lanes on the eastbound approach. Both the east and west legs of the intersection provide standard-style crosswalks. At its signalized intersection with Chicago Avenue, Church Street provides a shared left-turn/through lane and a shared through/right-turn lane on the eastbound approach. Both the east and west legs of the intersection provide high-visibility, ladder style crosswalks. At its all-way stop sign controlled intersection with Hinman Avenue, the eastbound approach of Church Street provides a shared left-turn/through lane and a separate right- turn lane. Both the east and west legs of the intersection provide standard style crosswalks. Church Street carries an AADT volume of approximately 7,950 vehicles (IDOT 2018). Hinman Avenue is generally a north-south, two-way roadway. In the vicinity of the site, Hinman Avenue provides a single lane in each direction with parallel parking generally permitted on both sides of the road. At its all-way stop sign controlled intersections with Davis Street and Church Street, Hinman Avenue provides a single lane approach on both legs. Both approaches at both intersections provide standard style crosswalks. Sherman Avenue is a north-south, one-way roadway in the southbound direction south of Clark Street and becomes a two-way roadway north of Clark Street. At its signalized intersection with Clark Street, Sherman Avenue provides a combined through/right-turn on the southbound approach. Sherman Avenue carries an AADT volume of approximately 3,300 vehicles (IDOT 2018). Page 132 of 284 P1.Page 437 of 589 Life Science Building Evanston, Illinois 9 Alternative Modes of Transportation Accessibility to and from the Evanston central business district is enhanced by the alternative modes of transportation serving the area as summarized below. Public Transportation. The area is served by several modes of public transportation including Metra commuter rail, CTA rapid transit service, and four bus lines. The public transportation serving the area is summarized below and illustrated in Figure 4. The following summarizes the rail lines providing service to the area: The Metra Union Pacific/North Line (UP-N) has a local stop at Benson Avenue just north of Davis Street, which is located approximately two to three blocks west of Orrington Avenue. This line provides daily service between Ogilvie Transportation Center in Chicago and Kenosha, Wisconsin. The CTA Purple Transit Line has a local stop at Benson Avenue just north of Davis Street and is located two to three blocks west of Orrington Avenue. This line provides daily service between the Linden station in Wilmette and the Howard station on the border of Chicago and Evanston. In addition, weekday peak period express service is provided between the Howard station and the Chicago Loop. The following bus routes serve the immediate area. Several other bus routes have stops that are within walking distance of the site. Route 93 (California/Dodge) generally runs along California Avenue and Dodge Avenue between the Davis CTA station and the Kimball CTA station. Service is provided on weekdays and Saturdays. Route 201 (Central/Ridge) generally runs along Central Avenue and Ridge Avenue between the Howard Street CTA station and Old Orchard Shopping Center. Service is provided on weekdays and Saturdays. Route 213 (Green Bay Road) generally runs along Chicago Avenue and Green Bay Road between the Howard Street CTA station and downtown Highland Park. Service is provided on weekdays and Saturdays. Non-Motorized Transportation Systems. All of the roadways within the immediate area have sidewalks on both sides of the roadway. Crosswalks are generally provided on all approaches of the signalized intersections. Pedestrian signals are also provided at all signalized intersections within the study area. Page 133 of 284 P1.Page 438 of 589 SITE CLARK STREET Figure: 4 Kenig,Lindgren,O'Hara,Aboona,Inc. Job No: 21-295 Public Transportation N NOT TO SCALE CLARK STREETEL GIN RO A D ORRINGTON AVENUECHURCH STREETCHICAGO AVENUEHINMAN AVENUEGROVE STREETRIDGE AVENUEOAK AVENUE#93 DAVI S STREET#213#201STATION DAVIS STREET STATION EVANSTON DAVIS STREET/ Evanston, Illinois Life-Science Building LEGEND - CTA PURPLE LINE - ROUTE 93 - CALIFORNIA-DODGE - ROUTE 201 - CENTRAL-RIDGE - UNION PACIFIC NORTH LINE - ROUTE 213 - GREEN BAY ROADPage 134 of 284P1.Page 439 of 589 Life Science Building Evanston, Illinois 11 According to the City of Evanston’s Area Bike Map, Elgin Road, Clark Street, Church Street, Chicago Avenue, and Hinman Avenue are designated bike routes. In addition, Chicago Avenue and Church Street provide barrier-protected bike lanes within the vicinity of the site. Car-Sharing Transportation Availability. Multiple car-sharing vehicles are located within walking distance of the site. Existing Traffic Volumes In order to determine current vehicle, pedestrian, and bicycle conditions within the study area, KLOA, Inc. performed peak period transportation counts at the following intersections: • Orrington Avenue with Clark Street • Orrington Avenue with public alley • Clark Street with Orrington Avenue • Clark Street with Sherman Avenue • Church Street with Orrington Avenue • Church Street with Chicago Avenue • Church Street with Hinman Avenue • Church Street with 525 Church Street parking garage access drive All of the traffic counts were conducted during the weekday morning (7:00 A.M. to 9:00 A.M.) and evening (4:00 P.M. to 6:00 P.M.) peak periods on Thursday, October 14, 2021. The results of the traffic counts showed that the weekday morning peak hour of traffic occurs from 8:00 A.M. to 9:00 A.M. and the weekday evening peak hour of traffic occurs from 4:45 P.M. to 5:45 P.M. It should be noted that due to the COVID-19 pandemic, traffic volumes in the area may not reflect normal or typical conditions. As such, the 2021 traffic counts were compared to previous traffic counts conducted in the area by KLOA, Inc. in 2018. Based on the comparison of the traffic volumes, the 2021 traffic volumes were increased as follows: • The Orrington Avenue northbound through volumes were increased by 60 percent during the morning peak hour and 50 percent during the evening peak hour. • The Church Street eastbound through volumes were increased by 150 percent during the morning and evening peak hours. • The Chicago Avenue southbound through volumes were increased by 10 percent during the morning peak hour and 25 percent during the evening peak hour and the northbound through volumes were increased by 30 percent during the morning peak hour and were not increased during the evening peak hour. Figures 5 and 6 illustrate the Year 2021 existing vehicle, pedestrian, and bicycle peak hour volumes. Page 135 of 284 P1.Page 440 of 589 SITE O N E- W A Y ONE-WAY ONE-WAYONE-WAYFigure: 5 Kenig,Lindgren,O'Hara,Aboona,Inc. Job No: 21-295 Year 2021 Base Traffic Volumes LEGEND 00 (00) - AM PEAK HOUR (8:00-9:00 AM) - PM PEAK HOUR (4:45-5:45 PM) N NOT TO SCALE 25 (59) 95 (160) 51 (86)71 (80)23 (43)58 (124)56 (46)10 (27)33 (53)AVENUEORRINGTONAVENUECHICAGOAVENUEHINMAN64 (107)57 (61)20 (36)69 (111)18 (24)STREET CLARK STREETCLARKNIGLE DAOR21 (18)GARAGE ACCESS25 CHURCH STREET5STREETHURCHCGARAGE ACCESS 525 CHURCH STREET CHURCH STREET @ Evanston, Illinois Life-Science Building 9 (34)208 (289)5 (2)175 (160)4 (1)221 (358)155 (280)290 (390)8 (15)202 (312)3 (19)286 (428)176 (333)254 (366)142 (189)361 (243)107 (161)404 (477)118 (198)ALLEY -WE AVENUESHERMANPage 136 of 284P1.Page 441 of 589 SITE O N E- W A Y ONE-WAY ONE-WAYONE-WAY- PEDESTRIAN VOLUME - BICYCLE VOLUME 00 (00) 00 (00) Figure: 6 Kenig,Lindgren,O'Hara,Aboona,Inc. Job No: 21-295 Traffic Volumes Existing Pedestrian and Bicycle0 (292)57 (144) 60 (103) LEGEND 00 (00) - AM PEAK HOUR (8:00-9:00 AM) - PM PEAK HOUR (4:45-5:45 PM) N NOT TO SCALE AVENUEORRINGTONAVENUECHICAGOAVENUEHINMANSTREET CLARK STREETCLARKNIGLE DAORGARAGE ACCESS25 CHURCH STREET5STREETHURCHCGARAGE ACCESS 525 CHURCH STREET CHURCH STREET @ Evanston, Illinois Life-Science Building 33 (66)42 (104)41 (186)34 (32)63 (129)67 (178)36 (55)12 (42)20 (41)29 (80)0 (22)0 (6)104 (145)0 (2)0 (6)4 (33)3 (22)19 (9)57 (95)104 (185)4 (1)4 (22)0 (2)147 (363)3 (19)100 (239)7 (7)33 (66)5 (3)38 (98)4 (7)39 (82)38 (98)2 (6)8 (58)7 (84)ALLEY -WE AVENUESHERMANPage 137 of 284P1.Page 442 of 589 Life Science Building Evanston, Illinois 14 3. Traffic Characteristics of the Proposed Development In order to properly evaluate future traffic conditions in the surrounding area, it was necessary to determine the traffic characteristics of the proposed development, including the directional distribution and volumes of traffic that it will generate. Proposed Development Plan As proposed, the proposed development will be an approximate 150,000 square-foot life science building with a 35-space on-site parking garage and 40 bicycle parking spaces. Access to the garage and loading will be provided off the public alley that runs along the south property line between Orrington Avenue and Sherman Avenue, where it is restricted to exiting (westbound) movements only. The access drive to the parking garage and the loading dock will be located on the south side of the site. The access drive will provide one inbound lane and one outbound lane. Main pedestrian entry to the development will be provided on the north side of the site fronting Clark Street. In addition, approximately 100 parking spaces will be leased at the Church Street parking garage located at 525 Church Street to accommodate overflow parking. AutoTurn exhibits showing the vehicular and truck maneuvers accessing the building are included in the Appendix. Directional Distribution The directions from which site-generated traffic will approach and depart the on-site garage and the 525 Church Street parking garage were estimated based on existing travel patterns, as determined from the traffic counts. Figures 7 and 8 illustrate the directional distribution of the development-generated traffic to and from the on-site garage and the 525 Church Street parking garage, respectively. Development Traffic Generation The number of peak hour vehicle trips estimated to be generated by the proposed development was based on vehicle trip generation rates contained in the Trip Generation Manual, 11th Edition, published by the Institute of Transportation Engineers (ITE). It should be noted that the ITE trip rates are based on suburban rates where the primary mode of transportation is the automobile. Given the location of the proposed site within the central business district and its proximity to alternative modes of transportation, the number of additional vehicle trips generated by the development will be reduced. Therefore, the trips were reduced by 50 percent to account for the patrons and employees that will use alternative means of transportation other than the automobile to travel to and from the site. Table 1 summarizes the trips projected to be generated by the development. Page 138 of 284 P1.Page 443 of 589 SITE 70' O N E- W A Y ONE-WAY ONE-WAYONE-WAY00' 00%- PERCENT DISTRIBUTION - DISTANCE IN FEET Figure: 7 Kenig,Lindgren,O'Hara,Aboona,Inc. Job No: 21-295 LEGEND N NOT TO SCALE AVENUEORRINGTONAVENUECHICAGOAVENUEHINMANSTREET CLARK STREETCLARKNIGLE DAORGARAGE ACCESS25 CHURCH STREET5STREETHURCHCEvanston, Illinois Life-Science Building (On-Site Garage) Estimated Directional Distribution 15%30%35%40%60%20% ALLEY -WE AVENUESHERMANPage 139 of 284P1.Page 444 of 589 SITE xx O N E- W A Y ONE-WAY ONE-WAYONE-WAY00' 00%- PERCENT DISTRIBUTION - DISTANCE IN FEET Figure: 8 Kenig,Lindgren,O'Hara,Aboona,Inc. Job No: 21-295 LEGEND N NOT TO SCALE AVENUEORRINGTONAVENUECHICAGOAVENUEHINMANSTREET CLARK STREETCLARKNIGLE DAORGARAGE ACCESS25 CHURCH STREET5STREETHURCHCEvanston, Illinois Life-Science Building 10%35% (525 Church Street Parking Garage) Estimated Directional Distribution 20%30%50%30%25%ALLEY -WE AVENUESHERMANPage 140 of 284P1.Page 445 of 589 Life Science Building Evanston, Illinois 17 Table 1 SITE-GENERATED TRAFFIC VOLUMES Land Use/Size Weekday Morning Peak Hour Weekday Evening Peak Hour Daily In Out Total In Out Total Research and Development Center – 150,000 s.f. (LUC 760)1 Gross Trips: 130 28 158 24 128 151 1703 Less 50% Reduction: -65 -14 -79 -12 -63 -75 -851 Total Trips: 65 14 79 12 64 76 852 On-Site Trips: 23 5 28 4 23 27 298 525 Church Street Parking Garage Trips: 42 9 51 8 41 49 554 Trip generation rates were reduced by 50 percent to account for alternative modes of transportation serving the area and the development. Page 141 of 284 P1.Page 446 of 589 Life Science Building Evanston, Illinois 18 4. Projected Traffic Conditions The total projected traffic volumes include the base traffic volumes, increase in background traffic due to ambient growth, and the traffic estimated to be generated by the proposed subject development. Development Traffic Assignment The estimated weekday morning and evening peak hour traffic volumes that will be generated by the proposed development were assigned to the roadway system in accordance with the previously described directional distribution to and from the on-site parking garage and the 525 Church Street parking garage (Figures 7 and 8) and are illustrated in Figures 9 and 10, respectively. Other Area Growth The Year 2021 base 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 ADT projections provided by the Chicago Metropolitan Agency for Planning (CMAP), the existing traffic volumes in the study area increased by a compounded growth rate of 0.27 percent per year for six years for a total of 1.7 percent. A copy of the CMAP 2050 projections letter is included in the Appendix. In addition, the traffic study included the buildout of the following proposed and/or approved area developments: • An office development approved to be located at 605 Davis Street that is to contain approximately 200,000 square feet of office space. • A senior living residential development currently under construction at 1815 Ridge Avenue that is to contain approximately 161 units. • The Emerson development approved to be located at 1900 Sherman Avenue that is to contain approximately 168 age-restricted units. • A residential development approved to be located at 1555 Ridge Avenue that is to contain approximately 68 residential units. • A residential development proposed to be located at 1012-1034 Chicago Avenue that is to contain 116 units and approximately 5,000 square feet of ground floor retail space. • A proposed 18-story mixed-use development at 1621-31 Chicago Avenue that is to contain approximately 180 apartment units, approximately 7,000 square feet of retail space, and 57 parking spaces. Figure 11 illustrates the Year 2027 no-build traffic volumes. Page 142 of 284 P1.Page 447 of 589 SITE O N E- W A Y ONE-WAY ONE-WAYONE-WAYFigure: 9 Kenig,Lindgren,O'Hara,Aboona,Inc. Job No: 21-295 (On-Site Garage) Estimated Site-Generated Traffic Volumes LEGEND 00 (00) - AM PEAK HOUR (8:00-9:00 AM) - PM PEAK HOUR (4:45-5:45 PM) N NOT TO SCALE AVENUEORRINGTONAVENUECHICAGOAVENUEHINMANSTREET CLARK STREETCLARKAVENUESHERMANALLEY -WE NIGLE DAORGARAGE ACCESS25 CHURCH STREET5STREETHURCHCEvanston, Illinois Life-Science Building 1 (7)4 (16)1 (7) 4 (16)23 (4)3 (11)1 (5)2 (8) 1 (3)14 (2)9 (2)Page 143 of 284P1.Page 448 of 589 SITE O N E- W A Y ONE-WAY ONE-WAYONE-WAYKenig,Lindgren,O'Hara,Aboona,Inc. Job No: 21-295 LEGEND 00 (00) - AM PEAK HOUR (8:00-9:00 AM) - PM PEAK HOUR (4:45-5:45 PM) N NOT TO SCALE AVENUEORRINGTONAVENUECHICAGOAVENUEHINMANSTREET CLARK STREETCLARKNIGLE DAORGARAGE ACCESS25 CHURCH STREET5STREETHURCHCGARAGE ACCESS 525 CHURCH STREET CHURCH STREET @ Evanston, Illinois Life-Science Building 15 (3)4 (1)19 (4)13 (2)10 (2)9 (41)42 (8)3 (12)2 (8)4 (21)(525 Church Street Parking Garage) Estimated Site-Generated Traffic Volumes Figure: 10 ALLEY -WE AVENUESHERMANPage 144 of 284P1.Page 449 of 589 SITE O N E- W A Y ONE-WAY ONE-WAYONE-WAYLEGEND 00 (00) - AM PEAK HOUR (8:00-9:00 AM) - PM PEAK HOUR (4:45-5:45 PM) Kenig,Lindgren,O'Hara,Aboona,Inc. Job No: 21-295 N NOT TO SCALE 25 (60) 97 (163) 52 (87)72 (81)23 (44)71 (144)59 (58)20 (41)38 (65)AVENUEORRINGTONAVENUECHICAGOAVENUEHINMAN65 (111)59 (63)20 (37)72 (114)23 (28)STREET CLARK STREETCLARKNIGLE DAOR21 (18)GARAGE ACCESS25 CHURCH STREET5STREETHURCHCGARAGE ACCESS 525 CHURCH STREET CHURCH STREET @ Year 2027 No-Build Traffic VolumesEvanston, Illinois Life-Science Building 9 (35)212 (294)175 )160)5 (2)4 (1)225 (364)158 (285)295 (397)109 (164)434 (509)120 (201)282 (399)164 (196)199 (355)384 (270)3 (19)319 (487)8 (15)224 (338)Figure: 11 ALLEY -WE AVENUESHERMANPage 145 of 284P1.Page 450 of 589 Life Science Building Evanston, Illinois 22 Total Projected Traffic Volumes The development-generated traffic was added to the base traffic volumes accounting for background growth to determine the Year 2027 total projected traffic volumes, shown in Figure 12. To provide a conservative (worst-case) analysis, no reductions were assumed for the traffic currently generated by the commercial space located on the site. Page 146 of 284 P1.Page 451 of 589 SITE O N E- W A Y ONE-WAY ONE-WAYONE-WAYLEGEND 00 (00) - AM PEAK HOUR (8:00-9:00 AM) - PM PEAK HOUR (4:45-5:45 PM) Kenig,Lindgren,O'Hara,Aboona,Inc. Job No: 21-295 N NOT TO SCALE 25 (60) 99 (171) 10 (38) 52 (87)73 (86)23 (44)75 (145)59 (58)33 (43)48 (67)AVENUEORRINGTONAVENUECHICAGOAVENUEHINMAN65 (111)59 (63)20 (37)76 (135)26 (40)STREET CLARK STREETCLARKNIGLE DAOR12 (60)63 (26)GARAGE ACCESS25 CHURCH STREET5STREETHURCHCGARAGE ACCESS 525 CHURCH STREET CHURCH STREET @ Evanston, Illinois Life-Science Building Year 2027 Total Projected Traffic Volumes1 (7)4 (16)212 (294)175 (160)9 (18)295 (397)161 (296)27 (5)225 (364)123 (166)449 (512)129 (203)301 (403)164 (196)199 (355)384 (270)226 (346)8 (15)319 (487)Figure: 12 ALLEY -WE AVENUESHERMANPage 147 of 284P1.Page 452 of 589 Life Science Building Evanston, Illinois 24 5. Traffic Analysis and Recommendations The following provides an evaluation conducted for the weekday morning 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 Roadway and adjacent or nearby intersection analyses were performed for the weekday morning and weekday evening peak hours for the base (Year 2021), no-build (Year 2027), and future projected (Year 2027) traffic volumes. The traffic analyses were performed using the methodologies outlined in the Transportation Research Board’s Highway Capacity Manual (HCM), 2010 and analyzed using Synchro/SimTraffic computer software. The analyses for signalized intersections were done using actual cycle lengths and phasings. 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 Year 2021 base, Year 2027 no-build, and Year 2027 total projected conditions for the study area intersections are presented in Tables 2 through 8. A discussion of the intersections follows. Summary sheets for the capacity analyses are included in the Appendix. Page 148 of 284 P1.Page 453 of 589 Life Science Building Evanston, Illinois 25 Table 2 CAPACITY ANALYSIS RESULTS SHERMAN AVENUE WITH CLARK STREET – SIGNALIZED Weekday Morning Peak Hour Weekday Evening Peak Hour Intersection LOS Delay LOS Delay Base Conditions • Overall B 16.4 B 13.8 • Eastbound Right Turn A 0.1 A 0.3 • Westbound Approach A 7.6 B 10.7 o Westbound Left Turn A 2.1 A 1.3 o Westbound Through B 10.2 B 14.9 • Southbound Approach C 24.2 B 18.9 o Southbound Through C 26.8 C 21.4 o Southbound Right Turn A 0.4 A 1.9 No-Build Conditions • Overall B 16.6 B 14.1 • Eastbound Right A 0.1 A 0.4 • Westbound Approach A 7.8 B 11.3 o Westbound Left Turn A 2.1 A 1.2 o Westbound Through B 10.6 B 15.7 • Southbound Approach C 24.4 B 19.0 o Southbound Through C 26.9 C 21.5 o Southbound Right Turn A 0.4 A 2.2 Projected Conditions • Overall B 16.6 B 14.3 • Eastbound Right Turn A 0.1 A 0.4 • Westbound Approach A 7.9 B 11.8 o Westbound Left Turn A 2.1 A 1.2 o Westbound Through B 10.7 B 16.2 • Southbound Approach C 24.4 B 19.0 o Southbound Through C 26.9 C 21.5 o Southbound Right Turn A 0.4 A 2.2 LOS = Level of Service Delay is measured in seconds. Page 149 of 284 P1.Page 454 of 589 Life Science Building Evanston, Illinois 26 Table 3 CAPACITY ANALYSIS RESULTS ORRINGTON AVENUE WITH CHURCH STREET – SIGNALIZED Weekday Morning Peak Hour Weekday Evening Peak Hour Intersection LOS Delay LOS Delay Base Conditions • Overall A 9.1 A 9.6 • Eastbound Approach A 7.2 A 7.0 o Eastbound Left Turn A 1.9 A 1.9 o Eastbound Through A 8.6 A 8.7 • Northbound Approach B 14.4 B 14.9 o Northbound Through B 18.5 B 19.1 o Northbound Right Turn A 6.1 A 8.2 No-Build Conditions • Overall A 9.1 B 10.2 • Eastbound Approach A 7.4 A 7.1 o Eastbound Left Turn A 1.9 A 1.9 o Eastbound Through A 8.8 A 8.8 • Northbound Approach B 13.8 B 16.1 o Northbound Through B 18.5 B 19.1 o Northbound Right Turn A 5.8 B 11.9 Projected Conditions • Overall A 9.1 B 10.2 • Eastbound Approach A 7.4 A 7.1 o Eastbound Left Turn A 1.9 A 1.9 o Eastbound Through A 8.9 A 8.8 • Northbound Approach B 13.9 B 16.2 o Northbound Through B 18.6 B 19.2 o Northbound Right Turn A 5.8 B 12.1 LOS = Level of Service Delay is measured in seconds. Page 150 of 284 P1.Page 455 of 589 Life Science Building Evanston, Illinois 27 Table 4 CAPACITY ANALYSIS RESULTS CHICAGO AVENUE WITH CHURCH STREET – SIGNALIZED Weekday Morning Peak Hour Weekday Evening Peak Hour Intersection LOS Delay LOS Delay Base Conditions • Overall C 20.2 C 24.9 • Northbound Approach A 9.6 A 9.1 o Northbound Through A 9.9 A 8.4 o Northbound Right Turn A 6.7 B 12.3 • Southbound Approach A 8.2 A 9.9 • Eastbound Approach C 34.0 D 41.6 No-Build Conditions • Overall C 20.9 C 28.3 • Northbound Approach A 10.0 A 10.0 o Northbound Through B 10.2 A 8.7 o Northbound Right Turn A 8.4 B 15.3 • Southbound Approach A 8.6 B 10.5 • Eastbound Approach D 35.4 D 48.5 Projected Conditions • Overall C 21.7 C 28.7 • Northbound Approach B 10.3 A 10.1 o Northbound Through B 10.2 A 8.7 o Northbound Right Turn B 11.6 B 15.7 • Southbound Approach A 9.0 B 10.6 • Eastbound Approach D 36.7 D 49.1 LOS = Level of Service Delay is measured in seconds. Page 151 of 284 P1.Page 456 of 589 Life Science Building Evanston, Illinois 28 Table 5 CAPACITY ANALYSIS RESULTS ORRINGTON AVENUE WITH CLARK STREET AND ELGIN ROAD – UNSIGNALIZED Weekday Morning Peak Hour Weekday Evening Peak Hour Intersection LOS Delay LOS Delay Base Conditions • Overall B 10.8 B 14.4 • Westbound Approach (Clark Street) B 11.1 B 14.8 • Southbound Approach (Elgin Road) B 10.7 B 11.5 No-Build Conditions • Overall B 10.9 B 14.7 • Westbound Approach (Clark Street) B 11.2 C 15.2 • Southbound Approach (Elgin Road) B 10.8 B 11.6 Projected Conditions • Overall B 10.9 C 15.1 • Westbound Approach (Clark Street) B 11.2 C 15.5 • Southbound Approach (Elgin Road) B 10.8 B 11.6 LOS = Level of Service Delay is measured in seconds. Page 152 of 284 P1.Page 457 of 589 Life Science Building Evanston, Illinois 29 Table 6 CAPACITY ANALYSIS RESULTS HINMAN AVENUE WITH CHURCH STREET – UNSIGNALIZED Weekday Morning Peak Hour Weekday Evening Peak Hour Intersection LOS Delay LOS Delay Base Conditions • Overall A 9.3 B 10.8 • Eastbound Approach A 9.7 B 11.6 • Northbound Approach A 8.3 A 8.8 • Southbound Approach A 8.5 A 9.3 No-Build Conditions • Overall A 9.7 B 11.5 • Eastbound Approach B 10.2 B 12.5 • Northbound Approach A 8.4 A 9.0 • Southbound Approach A 8.6 A 9.5 Projected Conditions • Overall A 9.7 B 11.9 • Eastbound Approach B 10.3 B 13.0 • Northbound Approach A 8.4 A 9.1 • Southbound Approach A 8.6 A 9.6 LOS = Level of Service Delay is measured in seconds. Page 153 of 284 P1.Page 458 of 589 Life Science Building Evanston, Illinois 30 Table 7 CAPACITY ANALYSIS RESULTS ORRINGTON AVENUE WITH ALLEY – UNSIGNALIZED Weekday Morning Peak Hour Weekday Evening Peak Hour Intersection LOS Delay LOS Delay Base Conditions • Northbound Left Turn A 7.3 A 0.1 • Eastbound Approach B 10.4 B 10.1 No-Build Conditions • Northbound Left Turn A 7.3 A 0.1 • Eastbound Approach B 10.5 B 10.2 Projected Conditions • Northbound Left Turn A 7.4 A 0.1 • Eastbound Approach B 11.2 B 10.4 LOS = Level of Service Delay is measured in seconds. Table 8 CAPACITY ANALYSIS RESULTS CHURCH STREET WITH 525 CHURCH STREET GARAGE ACCESS – UNSIGNALIZED Weekday Morning Peak Hour Weekday Evening Peak Hour Intersection LOS Delay LOS Delay Base Conditions • Eastbound Left Turn A 7.5 A 7.6 • Southbound Approach B 11.3 B 12.2 No-Build Conditions • Eastbound Left Turn A 7.5 A 7.6 • Southbound Approach B 11.6 B 12.7 Projected Conditions • Eastbound Left Turn A 7.6 A 7.7 • Southbound Approach B 13.7 B 13.8 LOS = Level of Service Delay is measured in seconds. Page 154 of 284 P1.Page 459 of 589 Life Science Building Evanston, Illinois 31 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 traffic. Sherman Avenue with Clark Street The results of the capacity analysis indicate that this signalized intersection currently operates at an overall Level of Service (LOS) B during the weekday morning and weekday evening peak hours. All movements and approaches are operating at LOS C or better during both peak hours. Under Year 2027 no-build traffic volumes, this intersection will operate at LOS B during the weekday morning and evening peak hours with increases in delay of less than one second. All movements and approaches will operate at the same existing levels of service during both peak hours. Under Year 2027 projected traffic volumes, this intersection is projected to continue operating at an overall LOS B during both peak hours with limited increases in delay. In addition, the intersection approaches and movements are projected to continue to operate at LOS C or better during both peak hours. As such, the intersection has sufficient reserve capacity to accommodate the traffic projected to be generated by the proposed development. Given the low volume of development-generated traffic projected to traverse this intersection and that the increase in overall intersection delay is projected to be approximately only one second, the development is projected to have a limited impact on the operation of this intersection. Orrington Avenue with Church Street The results of the capacity analysis indicate that this signalized intersection currently operates at an overall LOS A during the weekday morning and weekday evening peak hours. All movements and approaches are operating at LOS B or better during both peak hours Under Year 2027 no-build traffic volumes, overall this intersection will operate at LOS A during the weekday morning peak hour and LOS B during the weekday evening peak hour with increases in delay of less than one second. All movements and approaches will operate at the same existing levels of service during both peak hours except for the northbound right-turn movements, which will operate at LOS A during the weekday morning peak hour and LOS B during the weekday evening peak hour. Under Year 2027 total projected conditions, overall this intersection will operate at LOS A during the weekday morning peak hour and LOS B during the weekday evening peak hour with increases in delay of less than one second. In addition, the intersection approaches and movements are projected to continue to operate at the same levels of service during both peak hours. As such, the intersection has sufficient reserve capacity to accommodate the traffic projected to be generated by the proposed development. Given the low volume of development-generated traffic projected to traverse this intersection and that the increase in overall intersection delay is projected to be approximately only one second, the development is projected to have a limited impact on the operation of this intersection. Page 155 of 284 P1.Page 460 of 589 Life Science Building Evanston, Illinois 32 Chicago Avenue with Church Street The results of the capacity analysis indicate that this signalized intersection currently operates at an overall LOS C during the weekday morning and weekday evening peak hours. All movements and approaches are operating at LOS C or better during both peak hours except for the eastbound approach, which currently operates at an acceptable LOS D during the weekday evening peak hour. Under Year 2027 no-build traffic volumes, overall this intersection will continue to operate at LOS C during the weekday morning and evening peak hours with increases in delay of approximately one second and three seconds, respectively. All movements and approaches will operate at LOS C or better during both peak hours except for the eastbound approach, which will operate at LOS D during the morning and evening peak hours with increases in delay of approximately one second and seven seconds, respectively. Under Year 2027 total projected conditions, overall this intersection will continue to operate at the same levels of service with increases in delay of approximately one second. In addition, the intersection approaches and movements are projected to continue to operate at the same levels of service during both peak hours except for the northbound right-turn movements, which will operate at LOS B during both peak hours. As such, the intersection has sufficient reserve capacity to accommodate the traffic projected to be generated by the proposed development. Given the low volume of development-generated traffic projected to traverse this intersection and that the increase in overall intersection delay is projected to be approximately only one second, the development is projected to have a limited impact on the operation of this intersection. Orrington Avenue with Clark Street and Elgin Road The results of the capacity analysis indicate that this all-way stop sign controlled intersection currently operates at an overall LOS B during the weekday morning and weekday evening peak hours. The westbound approach (from Clark Street) and the southbound approach (from Elgin Road) are operating at LOS B during both peak hours. Under Year 2027 no-build conditions, overall this intersection will continue to operate at the same existing levels of service during both peak hours with increases in delay of less than one second. The westbound approach will operate at LOS B during the weekday morning peak hour and LOS C during the weekday evening peak hour with increases in delay of less than one second. In addition, the southbound approach will continue to operate at LOS B during both peak hours with increases in delay of less than one second. Page 156 of 284 P1.Page 461 of 589 Life Science Building Evanston, Illinois 33 Under Year 2027 total projected conditions, overall this intersection will operate at LOS B during the weekday morning peak hour and LOS C during the weekday evening peak hour with increases in delay of less than one second. The westbound and southbound approaches will continue to operate at the same levels of service during both peak hours with increases in delays of less than one second. As such, the intersection has sufficient reserve capacity to accommodate the traffic projected to be generated by the proposed development. Given the low volume of development- traffic projected to traverse this intersection and that the increase in overall intersection delay is projected to be less than one second, the development is projected to have a limited impact on the operation of this intersection. Hinman Avenue with Church Street The results of the capacity analysis indicate that this all-way stop sign controlled intersection currently operates at an overall LOS A during the weekday morning peak hour and LOS B during the weekday evening peak hour Under Year 2027 no-build conditions, overall this intersection will continue to operate at the same existing levels of service during both peak hours with increases in delay of less than one second. In addition, all of the approaches will continue to operate at LOS B or better during both peak hours with increases in delay of less than one second. Under Year 2027 total projected conditions, the intersection overall and all of the approaches will continue to operate at the same levels of service during both peak hours with increases in delay of less than one second. As such, the intersection has sufficient reserve capacity to accommodate the traffic projected to be generated by the proposed development. Given the low volume of development-generated traffic projected to traverse this intersection and that the increase in overall intersection delay is projected to be less than one second, the development is projected to have a limited impact on the operation of this intersection. Orrington Avenue with Alley The results of the capacity analysis indicate that the northbound left-turn movements are operating at LOS A during the weekday morning and evening peak hours. In addition, the eastbound approach is operating at LOS B during both peak hours. Under Year 2027 no-build conditions, the northbound left-turn movements and the eastbound approach will continue to operate at LOS B or better during both peak hours with increases in delay of less than one second. Under Year 2027 total projected conditions, the northbound left-turn movements and the eastbound approach will continue to operate at LOS B or better during both peak hours with increases in delay of less than one second. As such, this intersection has sufficient reserve capacity to accommodate the traffic projected to be generated by the development. Page 157 of 284 P1.Page 462 of 589 Life Science Building Evanston, Illinois 34 Church Street with 525 Church Street Parking Garage Access The results of the capacity analysis indicate that the eastbound left-turn movements are operating at LOS A during the weekday morning and evening peak hours. In addition, the southbound approach currently operates at LOS B during both peak hours. Under Year 2027 no-build conditions, the eastbound left-turn movements and the southbound approach will continue to operate at LOS B or better during both peak hours with increases in delay of less than one second. Under Year 2027 total projected conditions, the northbound left-turn movements and the eastbound approach will continue to operate at LOS B or better during both peak hours with increases in delay of less than two seconds. As such, this intersection has sufficient reserve capacity to accommodate the traffic projected to be generated by the development. Page 158 of 284 P1.Page 463 of 589 Life Science Building Evanston, Illinois 35 6. Conclusion This report summarizes the methodologies, results, and findings of a traffic impact study conducted by Kenig, Lindgren, O’Hara, Aboona, Inc. (KLOA, Inc.) to assess the impact of the life science building at 1740 Orrington Avenue in Evanston, Illinois. As proposed, the proposed development will be an approximate 150,000 square-foot life science building with a 35-space on- site parking garage and 40 bicycle parking spaces. Based on the preceding analyses and recommendations, the following conclusions were made: The existing roadway system has sufficient reserve capacity to accommodate the traffic to be generated by the proposed development. All of the intersections within the study area are projected to continue to operate at a good level of service assuming the additional traffic to be generated by the proposed development and the other area growth. Overall, the proposed development will have a limited impact on the operation of the roadway system and, as such, no roadway improvements and/or traffic control modifications are required. Given the location of the site within the central business district and its proximity to alternative modes of transportation, the number of vehicle trips generated by the development will be reduced. Access to the on-site parking garage and the loading dock will be provided off the east- west public alley that extends along the south property line between Orrington Avenue and Sherman Avenue Approximately 100 parking spaces will be leased at the Church Street parking garage located at 525 Church Street to accommodate overflow parking. Page 159 of 284 P1.Page 464 of 589 Appendix Traffic Count Summary Sheets Preliminary Site Plan ITE Trip Generation Worksheets CMAP 2050 Projections Letter Level of Service Criteria Capacity Analysis Summary Sheets AutoTURN Exhibits Page 160 of 284 P1.Page 465 of 589 Traffic Count Summary Sheets Page 161 of 284 P1.Page 466 of 589 Kenig Lindgren O'Hara Aboona, Inc.9575 W. Higgins Rd., Suite 400Rosemont, Illinois, United States 60018(847)518-9990 epurguette@kloainc.comCount Name: Church St with Chicago AveSite Code:Start Date: 10/14/2021Page No: 1Turning Movement DataStart TimeChurch StChurch StChicago AveChicago AveEastboundWestboundNorthboundSouthboundU-TurnLeftThruRightPedsApp.TotalU-TurnLeftThruRightPedsApp.TotalU-TurnLeftThruRightPedsApp.TotalU-TurnLeftThruRightPedsApp.TotalInt. Total7:00 AM009961800101100512115300260426987:15 AM0411152300010210043213450425010291057:30 AM052213340000050006861074012307241387:45 AM0620221048000090006091569004401044161Hourly Total0156259211360020172002221949241051180311235028:00 AM06353437750000100065410690136011371818:15 AM01439324185000000109212211050145018462368:30 AM094529288300001000831216950347012502288:45 AM02810474185000050008132084054802253222Hourly Total057129142147328000070103213167353010176063186867*** BREAK ***-------------------------4:00 PM093251479200002100160640670275047772364:15 PM0113535648100001800059835670381028842324:30 PM01143625111600002100067940760571025762684:45 PM01156417410800002000063144477049503099284Hourly Total04216618923639700008000124937159287014322013033610205:00 PM01454568512400001900059843670879033872785:15 PM08364510989000032000581446720777024842455:30 PM014514795112000013000631745800884042922845:45 PM093648559300001300065144279088903797269Hourly Total0451771963444180000770002455317629803132901363601076Grand Total01595345867481279002018121110371404511179060945036010053465Approach %0.012.441.845.8--0.00.0100.00.0--0.10.188.011.9--0.06.094.00.0---Total %0.04.615.416.9-36.90.00.00.10.0-0.10.00.029.94.0-34.00.01.727.30.0-29.0-Lights0144495564-12030000-0101012137-11500568920-9483301% Lights-90.692.796.2-94.1--0.0--0.0100.00.097.697.9-97.5-93.394.4--94.395.3Buses012219-330000-00090-901290-3072% Buses-7.50.43.2-2.6--0.0--0.00.00.00.90.0-0.8-1.73.1--3.02.1Single-Unit Trucks0173-110000-000133-1602120-1441% Single-UnitTrucks-0.61.30.5-0.9--0.0--0.00.00.01.32.1-1.4-3.31.3--1.41.2Articulated Trucks0010-10000-00030-30150-610% ArticulatedTrucks-0.00.20.0-0.1--0.0--0.00.00.00.30.0-0.3-1.70.5--0.60.3Bicycles on Road02290-310020-20100-10070-741Page 162 of 284 P1.Page 467 of 589 Kenig Lindgren O'Hara Aboona, Inc.9575 W. Higgins Rd., Suite 400Rosemont, Illinois, United States 60018(847)518-9990 epurguette@kloainc.comCount Name: Church St with Chicago AveSite Code:Start Date: 10/14/2021Page No: 3Turning Movement Peak Hour Data (8:00 AM)Start TimeChurch StChurch StChicago AveChicago AveEastboundWestboundNorthboundSouthboundU-TurnLeftThruRightPedsApp.TotalU-TurnLeftThruRightPedsApp.TotalU-TurnLeftThruRightPedsApp.TotalU-TurnLeftThruRightPedsApp.TotalInt. Total8:00 AM06353437750000100065410690136011371818:15 AM01439324185000000109212211050145018462368:30 AM094529288300001000831216950347012502288:45 AM02810474185000050008132084054802253222Total057129142147328000070103213167353010176063186867Approach %0.017.439.343.3--0.00.00.00.0--0.30.090.98.8--0.05.494.60.0---Total %0.06.614.916.4-37.80.00.00.00.0-0.00.10.037.03.6-40.70.01.220.30.0-21.5-PHF0.0000.5090.7170.755-0.9650.0000.0000.0000.000-0.0000.2500.0000.8720.646-0.8400.0000.5000.9170.000-0.8770.918Lights052122138-3120000-01031430-345081650-173830% Lights-91.294.697.2-95.1------100.0-97.896.8-97.7-80.093.8--93.095.7Buses0314-80000-00010-10050-514% Buses-5.30.82.8-2.4------0.0-0.30.0-0.3-0.02.8--2.71.6Single-Unit Trucks0140-50000-00051-60150-617% Single-UnitTrucks-1.83.10.0-1.5------0.0-1.63.2-1.7-10.02.8--3.22.0Articulated Trucks0000-00000-00010-10110-23% ArticulatedTrucks-0.00.00.0-0.0------0.0-0.30.0-0.3-10.00.6--1.10.3Bicycles on Road0120-30000-00000-00000-03% Bicycles onRoad-1.81.60.0-0.9------0.0-0.00.0-0.0-0.00.0--0.00.3Pedestrians----147-----7-----67-----63--% Pedestrians----100.0-----100.0-----100.0-----100.0--Page 163 of 284 P1.Page 468 of 589 Kenig Lindgren O'Hara Aboona, Inc.9575 W. Higgins Rd., Suite 400Rosemont, Illinois, United States 60018(847)518-9990 epurguette@kloainc.comCount Name: Church St with Chicago AveSite Code:Start Date: 10/14/2021Page No: 4Turning Movement Peak Hour Data (4:45 PM)Start TimeChurch StChurch StChicago AveChicago AveEastboundWestboundNorthboundSouthboundU-TurnLeftThruRightPedsApp.TotalU-TurnLeftThruRightPedsApp.TotalU-TurnLeftThruRightPedsApp.TotalU-TurnLeftThruRightPedsApp.TotalInt. Total4:45 PM011564174108000020000631444770495030992845:00 PM01454568512400001900059843670879033872785:15 PM08364510989000032000581446720777024842455:30 PM01451479511200001300063174580088404292284Total0471971893634330000840002435317829602733501293621091Approach %0.010.945.543.6--0.00.00.00.0--0.00.082.117.9--0.07.592.50.0---Total %0.04.318.117.3-39.70.00.00.00.0-0.00.00.022.34.9-27.10.02.530.70.0-33.2-PHF0.0000.8390.8790.844-0.8730.0000.0000.0000.000-0.0000.0000.0000.9640.779-0.9250.0000.8440.8820.000-0.9140.960Lights043178185-4060000-00024053-2930263260-3521051% Lights-91.590.497.9-93.8--------98.8100.0-99.0-96.397.3--97.296.3Buses0303-60000-00030-30050-514% Buses-6.40.01.6-1.4--------1.20.0-1.0-0.01.5--1.41.3Single-Unit Trucks0011-20000-00000-00100-13% Single-UnitTrucks-0.00.50.5-0.5--------0.00.0-0.0-3.70.0--0.30.3Articulated Trucks0000-00000-00000-00020-22% ArticulatedTrucks-0.00.00.0-0.0--------0.00.0-0.0-0.00.6--0.60.2Bicycles on Road01180-190000-00000-00020-221% Bicycles onRoad-2.19.10.0-4.4--------0.00.0-0.0-0.00.6--0.61.9Pedestrians----363-----84-----178-----129--% Pedestrians----100.0-----100.0-----100.0-----100.0--Page 164 of 284 P1.Page 469 of 589 Kenig Lindgren O'Hara Aboona, Inc.9575 W. Higgins Rd., Suite 400Rosemont, Illinois, United States 60018(847)518-9990 epurguette@kloainc.comCount Name: Church St with Hinman AveSite Code:Start Date: 10/14/2021Page No: 1Turning Movement DataStart TimeChurch StChurch StHinman AveHinman AveEastboundWestboundNorthboundSouthboundU-TurnLeftThruRightApp.TotalU-TurnLeftThruRightPedsApp.TotalU-TurnLeftThruRightPedsApp.TotalU-TurnLeftThruRightPedsApp.TotalInt. Total7:00 AM00448001051004044004014177:15 AM025512000010004236002052207:30 AM001161700001000122714018049407:45 AM001012220000400070770012061241Hourly Total0230275900101110027421310126016271188:00 AM0423154200003001864150190510678:15 AM071518400000500020372301220523868:30 AM0412274300002000207132703200623938:45 AM059923000020002745310317042074Hourly Total020596914800001200175202996086802076320*** BREAK ***------------------------4:00 PM03221237000060001651321042301527854:15 PM03231339000010000132161507170624784:30 PM07302865000070101421517032104241064:45 PM06312966001081001911263003300633130Hourly Total0191068220700103111062207083017910311083995:00 PM0436317100101310015415190735112431345:15 PM0332256000201020019122031014518471405:30 PM01336267500201120017919260427115321355:45 PM04252049001013100155192003220182595Hourly Total02412910225500604760066307396015129353147504Grand Total06532428066900801018112307419330604131431203581341Approach %0.09.748.441.9-0.00.0100.00.0--0.30.375.224.2--0.011.587.70.8---Total %0.04.824.220.949.90.00.00.60.0-0.60.10.117.25.5-22.80.03.123.40.2-26.7-Lights0592932726240000-01019671-2680412630-3041196% Lights-90.890.497.193.3--0.0--0.0100.00.085.295.9-87.6-100.083.80.0-84.989.2Buses002130000-00001-10000-04% Buses-0.00.60.40.4--0.0--0.00.00.00.01.4-0.3-0.00.00.0-0.00.3Single-Unit Trucks014380000-00011-20010-111% Single-UnitTrucks-1.51.21.11.2--0.0--0.00.00.00.41.4-0.7-0.00.30.0-0.30.8Articulated Trucks000000000-00000-00000-00% Articulated Trucks-0.00.00.00.0--0.0--0.00.00.00.00.0-0.0-0.00.00.0-0.00.0Bicycles on Road05254340080-801331-3500503-53130% Bicycles on Road-7.77.71.45.1--100.0--100.00.0100.014.31.4-11.4-0.015.9100.0-14.89.7Pedestrians---------101-----193-----120--Page 165 of 284 P1.Page 470 of 589 Kenig Lindgren O'Hara Aboona, Inc.9575 W. Higgins Rd., Suite 400Rosemont, Illinois, United States 60018(847)518-9990 epurguette@kloainc.comCount Name: Church St with Hinman AveSite Code:Start Date: 10/14/2021Page No: 3Turning Movement Peak Hour Data (8:00 AM)Start TimeChurch StChurch StHinman AveHinman AveEastboundWestboundNorthboundSouthboundU-TurnLeftThruRightApp.TotalU-TurnLeftThruRightPedsApp.TotalU-TurnLeftThruRightPedsApp.TotalU-TurnLeftThruRightPedsApp.TotalInt. Total8:00 AM0423154200003001864150190510678:15 AM071518400000500020372301220523868:30 AM0412274300002000207132703200623938:45 AM059923000020002745310317042074Total020596914800001200175202996086802076320Approach %0.013.539.946.6-0.00.00.00.0--0.01.078.120.8--0.010.589.50.0---Total %0.06.318.421.646.30.00.00.00.0-0.00.00.323.46.3-30.00.02.521.30.0-23.8-PHF0.0000.7140.6410.6390.8600.0000.0000.0000.000-0.0000.0000.2500.6940.714-0.7740.0000.6670.7730.000-0.8260.860Lights01855681410000-0005718-7508640-72288% Lights-90.093.298.695.3-------0.076.090.0-78.1-100.094.1--94.790.0Buses001010000-00001-10000-02% Buses-0.01.70.00.7-------0.00.05.0-1.0-0.00.0--0.00.6Single-Unit Trucks002130000-00001-10000-04% Single-UnitTrucks-0.03.41.42.0-------0.00.05.0-1.0-0.00.0--0.01.3Articulated Trucks000000000-00000-00000-00% Articulated Trucks-0.00.00.00.0-------0.00.00.0-0.0-0.00.0--0.00.0Bicycles on Road021030000-001180-190040-426% Bicycles on Road-10.01.70.02.0-------100.024.00.0-19.8-0.05.9--5.38.1Pedestrians---------12-----29-----20--% Pedestrians---------100.0-----100.0-----100.0--Page 166 of 284 P1.Page 471 of 589 Kenig Lindgren O'Hara Aboona, Inc.9575 W. Higgins Rd., Suite 400Rosemont, Illinois, United States 60018(847)518-9990 epurguette@kloainc.comCount Name: Church St with Hinman AveSite Code:Start Date: 10/14/2021Page No: 4Turning Movement Peak Hour Data (4:45 PM)Start TimeChurch StChurch StHinman AveHinman AveEastboundWestboundNorthboundSouthboundU-TurnLeftThruRightApp.TotalU-TurnLeftThruRightPedsApp.TotalU-TurnLeftThruRightPedsApp.TotalU-TurnLeftThruRightPedsApp.TotalInt. Total4:45 PM063129660010810019112630033006331305:00 PM0436317100101310015415190735112431345:15 PM0332256000201020019122031014518471405:30 PM0133626750020112001791926042711532135Total026135111272006042600703680106015137341155539Approach %0.09.649.640.8-0.00.0100.00.0--0.00.066.034.0--0.09.788.41.9---Total %0.04.825.020.650.50.00.01.10.0-1.10.00.013.06.7-19.70.02.825.40.6-28.8-PHF0.0000.5000.9380.8950.9070.0000.0000.7500.000-0.7500.0000.0000.9210.750-0.8550.0000.5360.7610.750-0.8240.963Lights0241171072480000-0006036-960151070-122466% Lights-92.386.796.491.2--0.0--0.0--85.7100.0-90.6-100.078.10.0-78.786.5Buses000000000-00000-00000-00% Buses-0.00.00.00.0--0.0--0.0--0.00.0-0.0-0.00.00.0-0.00.0Single-Unit Trucks001120000-00010-10000-03% Single-UnitTrucks-0.00.70.90.7--0.0--0.0--1.40.0-0.9-0.00.00.0-0.00.6Articulated Trucks000000000-00000-00000-00% Articulated Trucks-0.00.00.00.0--0.0--0.0--0.00.0-0.0-0.00.00.0-0.00.0Bicycles on Road02173220060-60090-900303-3370% Bicycles on Road-7.712.62.78.1--100.0--100.0--12.90.0-8.5-0.021.9100.0-21.313.0Pedestrians---------42-----80-----41--% Pedestrians---------100.0-----100.0-----100.0--Page 167 of 284 P1.Page 472 of 589 Kenig Lindgren O'Hara Aboona, Inc.9575 W. Higgins Rd., Suite 400Rosemont, Illinois, United States 60018(847)518-9990 epurguette@kloainc.comCount Name: Church St with Parking Lot DrivesSite Code:Start Date: 10/14/2021Page No: 1Turning Movement DataStart TimeChurch StChurch StParking Lot DrivesEastboundWestboundSouthboundU-TurnLeftThruPedsApp. TotalU-TurnThruRightPedsApp. TotalU-TurnLeftRightPedsApp. TotalInt. Total7:00 AM02102120100100030137:15 AM08116190200200060217:30 AM012198310000003083347:45 AM034013430000003013346Hourly Total0258029105030030603061148:00 AM0434293801001010121408:15 AM0644285000000010171518:30 AM0850265800010010111598:45 AM03921120003000017012Hourly Total02113710415801041030573162*** BREAK ***----------------4:00 PM0036353600000030233394:15 PM0346174900000030213524:30 PM0356335900010040194634:45 PM136742710100106021678Hourly Total1920512721501011016084162325:00 PM0565487001011030273745:15 PM0463606702002060176755:30 PM0563356800000040304725:45 PM036436670000013029471Hourly Total01725517927203013116010317292Grand Total17267743975008068141027442800Approach %0.19.690.3--0.0100.00.0--2.497.60.0---Total %0.19.084.6-93.80.01.00.0-1.00.15.10.0-5.3-Lights172619-692000-01410-42734% Lights100.0100.091.4-92.3-0.0--0.0100.0100.0--100.091.8Buses003-3000-0000-03% Buses0.00.00.4-0.4-0.0--0.00.00.0--0.00.4Single-Unit Trucks0012-12000-0000-012% Single-Unit Trucks0.00.01.8-1.6-0.0--0.00.00.0--0.01.5Articulated Trucks001-1000-0000-01% Articulated Trucks0.00.00.1-0.1-0.0--0.00.00.0--0.00.1Bicycles on Road0042-42080-8000-050% Bicycles on Road0.00.06.2-5.6-100.0--100.00.00.0--0.06.3Pedestrians---439----6----274--% Pedestrians---100.0----100.0----100.0--Page 168 of 284 P1.Page 473 of 589 Kenig Lindgren O'Hara Aboona, Inc.9575 W. Higgins Rd., Suite 400Rosemont, Illinois, United States 60018(847)518-9990 epurguette@kloainc.comCount Name: Church St with Parking Lot DrivesSite Code:Start Date: 10/14/2021Page No: 2Turning Movement Peak Hour Data (8:00 AM)Start TimeChurch StChurch StParking Lot DrivesEastboundWestboundSouthboundU-TurnLeftThruPedsApp. TotalU-TurnThruRightPedsApp. TotalU-TurnLeftRightPedsApp. TotalInt. Total8:00 AM0434293801001010121408:15 AM0644285000000010171518:30 AM0850265800010010111598:45 AM03921120003000017012Total02113710415801041030573162Approach %0.013.386.7--0.0100.00.0--0.0100.00.0---Total %0.013.084.6-97.50.00.60.0-0.60.01.90.0-1.9-PHF0.0000.6560.685-0.6810.0000.2500.000-0.2500.0000.7500.000-0.7500.686Lights021127-148000-0030-3151% Lights-100.092.7-93.7-0.0--0.0-100.0--100.093.2Buses001-1000-0000-01% Buses-0.00.7-0.6-0.0--0.0-0.0--0.00.6Single-Unit Trucks005-5000-0000-05% Single-Unit Trucks-0.03.6-3.2-0.0--0.0-0.0--0.03.1Articulated Trucks000-0000-0000-00% Articulated Trucks-0.00.0-0.0-0.0--0.0-0.0--0.00.0Bicycles on Road004-4010-1000-05% Bicycles on Road-0.02.9-2.5-100.0--100.0-0.0--0.03.1Pedestrians---104----4----57--% Pedestrians---100.0----100.0----100.0--Page 169 of 284 P1.Page 474 of 589 Kenig Lindgren O'Hara Aboona, Inc.9575 W. Higgins Rd., Suite 400Rosemont, Illinois, United States 60018(847)518-9990 epurguette@kloainc.comCount Name: Church St with Parking Lot DrivesSite Code:Start Date: 10/14/2021Page No: 3Turning Movement Peak Hour Data (4:45 PM)Start TimeChurch StChurch StParking Lot DrivesEastboundWestboundSouthboundU-TurnLeftThruPedsApp. TotalU-TurnThruRightPedsApp. TotalU-TurnLeftRightPedsApp. TotalInt. Total4:45 PM1367427101001060216785:00 PM0565487001011030273745:15 PM0463606702002060176755:30 PM056335680000004030472Total1172581852760401401909519299Approach %0.46.293.5--0.0100.00.0--0.0100.00.0---Total %0.35.786.3-92.30.01.30.0-1.30.06.40.0-6.4-PHF0.2500.8500.963-0.9720.0000.5000.000-0.5000.0000.7920.000-0.7920.958Lights117233-251000-00190-19270% Lights100.0100.090.3-90.9-0.0--0.0-100.0--100.090.3Buses000-0000-0000-00% Buses0.00.00.0-0.0-0.0--0.0-0.0--0.00.0Single-Unit Trucks003-3000-0000-03% Single-Unit Trucks0.00.01.2-1.1-0.0--0.0-0.0--0.01.0Articulated Trucks000-0000-0000-00% Articulated Trucks0.00.00.0-0.0-0.0--0.0-0.0--0.00.0Bicycles on Road0022-22040-4000-026% Bicycles on Road0.00.08.5-8.0-100.0--100.0-0.0--0.08.7Pedestrians---185----1----95--% Pedestrians---100.0----100.0----100.0--Page 170 of 284 P1.Page 475 of 589 Kenig Lindgren O'Hara Aboona, Inc.9575 W. Higgins Rd., Suite 400Rosemont, Illinois, United States 60018(847)518-9990 epurguette@kloainc.comCount Name: Clark St with Sherman AveSite Code:Start Date: 10/14/2021Page No: 1Turning Movement DataStart TimeClark StClark StSherman AveSherman AveEastboundWestboundNorthboundSouthboundU-TurnLeftThruRightPedsApp.TotalU-TurnLeftThruRightPedsApp.TotalU-TurnLeftThruRightPedsApp.TotalU-TurnLeftThruRightPedsApp.TotalInt. Total7:00 AM00055502024400005000183221307:15 AM0007227043561200008000194223427:30 AM000575051751300004000319240587:45 AM0006156032101315000020000491196081Hourly Total000234923014624284400003700011727151442118:00 AM000521506270150000180005021752728:15 AM1005226040160200000120004981557838:30 AM00010331001312103500001601060512661118:45 AM010528606210018000014000488135680Hourly Total11025104270295540880000600102072357231346*** BREAK ***-------------------------4:00 PM0211452170111017463800002500074825821374:15 PM00083180203265249000023000511528661234:30 PM000163216018527525000004000071720781444:45 PM00114371501071450310030203006693175124Hourly Total022521525605925842001680030108300262391043015285:00 PM010114312054269235001021110801148921405:15 PM0001933190174278648001035100861132971655:30 PM0001632160155196439000127100781233901465:45 PM000154515010328694100102510073112884141Hourly Total010611536204716100311163003110841031745141363592Grand Total142161458168014952262539463006131372090313431710391677Approach %0.62.41.295.8--0.032.211.256.6--0.00.085.714.3--0.20.086.912.9---Total %0.10.20.19.6-10.00.08.93.115.6-27.60.00.00.40.1-0.40.10.053.88.0-62.0-Lights040153-157014649249-4440000-020849125-9761577% Lights0.0100.00.095.0-93.5-98.094.295.0-95.9--0.00.0-0.0100.0-94.093.3-93.994.0Buses0000-00001-10000-00020-23% Buses0.00.00.00.0-0.0-0.00.00.4-0.2--0.00.0-0.00.0-0.20.0-0.20.2Single-Unit Trucks1001-20117-90000-000141-1526% Single-UnitTrucks100.00.00.00.6-1.2-0.71.92.7-1.9--0.00.0-0.00.0-1.60.7-1.41.6Articulated Trucks0002-20001-10000-00030-36% ArticulatedTrucks0.00.00.01.2-1.2-0.00.00.4-0.2--0.00.0-0.00.0-0.30.0-0.30.4Bicycles on Road0025-70224-80061-700358-4365Page 171 of 284 P1.Page 476 of 589 Kenig Lindgren O'Hara Aboona, Inc.9575 W. Higgins Rd., Suite 400Rosemont, Illinois, United States 60018(847)518-9990 epurguette@kloainc.comCount Name: Clark St with Sherman AveSite Code:Start Date: 10/14/2021Page No: 3Turning Movement Peak Hour Data (8:00 AM)Start TimeClark StClark StSherman AveSherman AveEastboundWestboundNorthboundSouthboundU-TurnLeftThruRightPedsApp.TotalU-TurnLeftThruRightPedsApp.TotalU-TurnLeftThruRightPedsApp.TotalU-TurnLeftThruRightPedsApp.TotalInt. Total8:00 AM000521506270150000180005021752728:15 AM1005226040160200000120004981557838:30 AM00010331001312103500001601060512661118:45 AM010528606210018000014000488135680Total11025104270295540880000600102072357231346Approach %3.73.70.092.6--0.033.05.761.4--0.00.00.00.0--0.40.089.610.0---Total %0.30.30.07.2-7.80.08.41.415.6-25.40.00.00.00.0-0.00.30.059.86.6-66.8-PHF0.2500.2500.0000.625-0.6750.0000.5580.6250.643-0.6290.0000.0000.0000.000-0.0000.2500.0000.8630.719-0.8750.779Lights01024-25029550-840000-01019622-219328% Lights0.0100.0-96.0-92.6-100.0100.092.6-95.5------100.0-94.795.7-94.894.8Buses0000-00001-10000-00020-23% Buses0.00.0-0.0-0.0-0.00.01.9-1.1------0.0-1.00.0-0.90.9Single-Unit Trucks1001-20003-30000-00071-813% Single-UnitTrucks100.00.0-4.0-7.4-0.00.05.6-3.4------0.0-3.44.3-3.53.8Articulated Trucks0000-00000-00000-00020-22% ArticulatedTrucks0.00.0-0.0-0.0-0.00.00.0-0.0------0.0-1.00.0-0.90.6Bicycles on Road0000-00000-00000-00000-00% Bicycles onRoad0.00.0-0.0-0.0-0.00.00.0-0.0------0.0-0.00.0-0.00.0Pedestrians----104-----0-----60-----57--% Pedestrians----100.0-----------100.0-----100.0--Page 172 of 284 P1.Page 477 of 589 Kenig Lindgren O'Hara Aboona, Inc.9575 W. Higgins Rd., Suite 400Rosemont, Illinois, United States 60018(847)518-9990 epurguette@kloainc.comCount Name: Clark St with Sherman AveSite Code:Start Date: 10/14/2021Page No: 4Turning Movement Peak Hour Data (4:45 PM)Start TimeClark StClark StSherman AveSherman AveEastboundWestboundNorthboundSouthboundU-TurnLeftThruRightPedsApp.TotalU-TurnLeftThruRightPedsApp.TotalU-TurnLeftThruRightPedsApp.TotalU-TurnLeftThruRightPedsApp.TotalInt. Total4:45 PM001143715010714503100302030066931751245:00 PM010114312054269235001021110801148921405:15 PM0001933190174278648001035100861132971655:30 PM000163216015519643900012710078123390146Total01160145620472086292153005110361031043144354575Approach %0.01.61.696.8--0.030.713.156.2--0.00.083.316.7--0.30.087.612.1---Total %0.00.20.210.4-10.80.08.23.515.0-26.60.00.00.90.2-1.00.20.053.97.5-61.6-PHF0.0000.2500.2500.789-0.8160.0000.6910.7140.796-0.7970.0000.0000.4170.250-0.5000.2500.0000.9010.896-0.9120.871Lights01057-580451783-1450000-01028842-331534% Lights-100.00.095.0-93.5-95.785.096.5-94.8--0.00.0-0.0100.0-92.997.7-93.592.9Buses0000-00000-00000-00000-00% Buses-0.00.00.0-0.0-0.00.00.0-0.0--0.00.0-0.00.0-0.00.0-0.00.0Single-Unit Trucks0000-00010-10000-00010-12% Single-UnitTrucks-0.00.00.0-0.0-0.05.00.0-0.7--0.00.0-0.00.0-0.30.0-0.30.3Articulated Trucks0002-20001-10000-00000-03% ArticulatedTrucks-0.00.03.3-3.2-0.00.01.2-0.7--0.00.0-0.00.0-0.00.0-0.00.5Bicycles on Road0011-20222-60051-600211-2236% Bicycles onRoad-0.0100.01.7-3.2-4.310.02.3-3.9--100.0100.0-100.00.0-6.82.3-6.26.3Pedestrians----145-----292-----103-----144--% Pedestrians----100.0-----100.0-----100.0-----100.0--Page 173 of 284 P1.Page 478 of 589 Kenig Lindgren O'Hara Aboona, Inc.9575 W. Higgins Rd., Suite 400Rosemont, Illinois, United States 60018(847)518-9990 epurguette@kloainc.comCount Name: Orington Ave with Church StSite Code:Start Date: 10/14/2021Page No: 1Turning Movement DataStart TimeChurch StChurch StOrington AveOrington AveEastboundWestboundNorthboundSouthboundU-TurnLeftThruRightApp.TotalU-TurnLeftThruRightPedsApp.TotalU-TurnLeftThruRightPedsApp.TotalU-TurnLeftThruRightPedsApp.TotalInt. Total7:00 AM0517022000060007178000070307:15 AM0541046001021005166000060537:30 AM0104615700003000113914000050717:45 AM0116807900007000131210250000120104Hourly Total03117212040010181003617325300003002588:00 AM01176087000013000148172200001101098:15 AM014890103000060001612222800001101318:30 AM02096011600009000331327460000901628:45 AM01979098000014000121734290000100127Hourly Total064340040400004200075501001250000410529*** BREAK ***------------------------4:00 PM0258501100000160001521543600003801464:15 PM0179301100000120004122446300004101734:30 PM0188601040000180003823426100003501654:45 PM0211090130000028000282757550000460185Hourly Total081373045400007400012293197215000016006695:00 PM0208701070000310003027565700005701645:15 PM0239701200000200004216625800004201785:30 PM0118901000000250003029645900004101595:45 PM0201011122000017000261446400000450162Hourly Total07437414490000930001288622821400001850663Grand Total02501259215110010227100361246557607000041602119Approach %0.016.583.30.1-0.00.0100.00.0--0.00.059.540.5--0.00.00.00.0---Total %0.011.859.40.171.30.00.00.00.0-0.00.00.017.011.6-28.60.00.00.00.0-0.0-Lights02391119013580000-000352225-5770000-01935% Lights-95.688.90.089.9--0.0--0.0--97.591.5-95.1------91.3Buses01330340000-00012-30000-037% Buses-0.42.60.02.3--0.0--0.0--0.30.8-0.5------1.7Single-Unit Trucks0581140000-00034-70000-021% Single-UnitTrucks-2.00.650.00.9--0.0--0.0--0.81.6-1.2------1.0Articulated Trucks004040000-00000-00000-04% Articulated Trucks-0.00.30.00.3--0.0--0.0--0.00.0-0.0------0.2Bicycles on Road059511010010-100515-200000-0122% Bicycles on Road-2.07.550.06.7--100.0--100.0--1.46.1-3.3------5.8Pedestrians---------227-----557-----416--Page 174 of 284 P1.Page 479 of 589 Kenig Lindgren O'Hara Aboona, Inc.9575 W. Higgins Rd., Suite 400Rosemont, Illinois, United States 60018(847)518-9990 epurguette@kloainc.comCount Name: Orington Ave with Church StSite Code:Start Date: 10/14/2021Page No: 3Turning Movement Peak Hour Data (8:00 AM)Start TimeChurch StChurch StOrington AveOrington AveEastboundWestboundNorthboundSouthboundU-TurnLeftThruRightApp.TotalU-TurnLeftThruRightPedsApp.TotalU-TurnLeftThruRightPedsApp.TotalU-TurnLeftThruRightPedsApp.TotalInt. Total8:00 AM01176087000013000148172200001101098:15 AM014890103000060001612222800001101318:30 AM02096011600009000331327460000901628:45 AM01979098000014000121734290000100127Total064340040400004200075501001250000410529Approach %0.015.884.20.0-0.00.00.00.0--0.00.060.040.0--0.00.00.00.0---Total %0.012.164.30.076.40.00.00.00.0-0.00.00.014.29.5-23.60.00.00.00.0-0.0-PHF0.0000.8000.8850.0000.8710.0000.0000.0000.000-0.0000.0000.0000.5680.735-0.6790.0000.0000.0000.000-0.0000.816Lights06229303550000-0007243-1150000-0470% Lights-96.986.2-87.9--------96.086.0-92.0------88.8Buses017080000-00011-20000-010% Buses-1.62.1-2.0--------1.32.0-1.6------1.9Single-Unit Trucks004040000-00010-10000-05% Single-UnitTrucks-0.01.2-1.0--------1.30.0-0.8------0.9Articulated Trucks003030000-00000-00000-03% Articulated Trucks-0.00.9-0.7--------0.00.0-0.0------0.6Bicycles on Road01330340000-00016-70000-041% Bicycles on Road-1.69.7-8.4--------1.312.0-5.6------7.8Pedestrians---------42-----100-----41--% Pedestrians---------100.0-----100.0-----100.0--Page 175 of 284 P1.Page 480 of 589 Kenig Lindgren O'Hara Aboona, Inc.9575 W. Higgins Rd., Suite 400Rosemont, Illinois, United States 60018(847)518-9990 epurguette@kloainc.comCount Name: Orington Ave with Church StSite Code:Start Date: 10/14/2021Page No: 4Turning Movement Peak Hour Data (4:45 PM)Start TimeChurch StChurch StOrington AveOrington AveEastboundWestboundNorthboundSouthboundU-TurnLeftThruRightApp.TotalU-TurnLeftThruRightPedsApp.TotalU-TurnLeftThruRightPedsApp.TotalU-TurnLeftThruRightPedsApp.TotalInt. Total4:45 PM02110901300000280002827575500004601855:00 PM0208701070000310003027565700005701645:15 PM0239701200000200004216625800004201785:30 PM011890100000025000302964590000410159Total075382045700001040001309923922900001860686Approach %0.016.483.60.0-0.00.00.00.0--0.00.056.843.2--0.00.00.00.0---Total %0.010.955.70.066.60.00.00.00.0-0.00.00.019.014.4-33.40.00.00.00.0-0.0-PHF0.0000.8150.8760.0000.8790.0000.0000.0000.000-0.0000.0000.0000.7740.853-0.9700.0000.0000.0000.000-0.0000.927Lights07434404180000-00012791-2180000-0636% Lights-98.790.1-91.5--------97.791.9-95.2------92.7Buses005050000-00000-00000-05% Buses-0.01.3-1.1--------0.00.0-0.0------0.7Single-Unit Trucks002020000-00022-40000-06% Single-UnitTrucks-0.00.5-0.4--------1.52.0-1.7------0.9Articulated Trucks000000000-00000-00000-00% Articulated Trucks-0.00.0-0.0--------0.00.0-0.0------0.0Bicycles on Road01310320000-00016-70000-039% Bicycles on Road-1.38.1-7.0--------0.86.1-3.1------5.7Pedestrians---------104-----239-----186--% Pedestrians---------100.0-----100.0-----100.0--Page 176 of 284 P1.Page 481 of 589 Kenig Lindgren O'Hara Aboona, Inc.9575 W. Higgins Rd., Suite 400Rosemont, Illinois, United States 60018(847)518-9990 epurguette@kloainc.comCount Name: Orington Ave with Elgin RdSite Code:Start Date: 10/14/2021Page No: 1Turning Movement DataStart TimeElgin RdElgin RdOrington AveEastboundWestboundNorthboundU-TurnThruRightPedsApp. TotalU-TurnLeftThruPedsApp. TotalU-TurnLeftRightPedsApp. TotalInt. Total7:00 AM08018003623601304487:15 AM0230123004114100313677:30 AM0290029006146101748987:45 AM1380539008038000636125Hourly Total1980799002181021802198213388:00 AM033053301611562005251008:15 AM0460646007687600122121348:30 AM05601556008028000140141508:45 AM04201242007714770113414133Hourly Total017703817701294392950144845517*** BREAK ***----------------4:00 PM04601546008014800061461324:15 PM03702237007412740072871184:30 PM0420264200944940071171434:45 PM047021470284198600141214147Hourly Total01720841720233249334003465345405:00 PM0330353300107211070161871475:15 PM0370193700982698001421141495:30 PM04902349011061610700137131695:45 PM046033460087138701697140Hourly Total01650110165013987639902395541605Grand Total161202396130412421741246051361361412000Approach %0.299.80.0--0.00.399.7--0.03.596.5---Total %0.130.60.0-30.70.00.262.1-62.30.00.36.8-7.1-Lights15760-577021193-119505122-1271899% Lights100.094.1--94.1-50.096.1-95.9-100.089.7-90.195.0Buses040-4002-2000-06% Buses0.00.7--0.7-0.00.2-0.2-0.00.0-0.00.3Single-Unit Trucks0160-160019-19001-136% Single-Unit Trucks0.02.6--2.6-0.01.5-1.5-0.00.7-0.71.8Articulated Trucks060-6005-5000-011% Articulated Trucks0.01.0--1.0-0.00.4-0.4-0.00.0-0.00.6Bicycles on Road0100-100223-250013-1348% Bicycles on Road0.01.6--1.6-50.01.9-2.0-0.09.6-9.22.4Pedestrians---239----174----136--% Pedestrians---100.0----100.0----100.0--Page 177 of 284 P1.Page 482 of 589 Kenig Lindgren O'Hara Aboona, Inc.9575 W. Higgins Rd., Suite 400Rosemont, Illinois, United States 60018(847)518-9990 epurguette@kloainc.comCount Name: Orington Ave with Elgin RdSite Code:Start Date: 10/14/2021Page No: 2Turning Movement Peak Hour Data (8:00 AM)Start TimeElgin RdElgin RdOrington AveEastboundWestboundNorthboundU-TurnThruRightPedsApp. TotalU-TurnLeftThruPedsApp. TotalU-TurnLeftRightPedsApp. TotalInt. Total8:00 AM033053301611562005251008:15 AM0460646007687600122121348:30 AM05601556008028000140141508:45 AM04201242007714770113414133Total017703817701294392950144845517Approach %0.0100.00.0--0.00.399.7--0.02.297.8---Total %0.034.20.0-34.20.00.256.9-57.10.00.28.5-8.7-PHF0.0000.7900.000-0.7900.0000.2500.919-0.9220.0000.2500.786-0.8040.862Lights01690-16901276-2770138-39485% Lights-95.5--95.5-100.093.9-93.9-100.086.4-86.793.8Buses000-0000-0000-00% Buses-0.0--0.0-0.00.0-0.0-0.00.0-0.00.0Single-Unit Trucks050-50012-12001-118% Single-Unit Trucks-2.8--2.8-0.04.1-4.1-0.02.3-2.23.5Articulated Trucks010-1002-2000-03% Articulated Trucks-0.6--0.6-0.00.7-0.7-0.00.0-0.00.6Bicycles on Road020-2004-4005-511% Bicycles on Road-1.1--1.1-0.01.4-1.4-0.011.4-11.12.1Pedestrians---38----39----8--% Pedestrians---100.0----100.0----100.0--Page 178 of 284 P1.Page 483 of 589 Kenig Lindgren O'Hara Aboona, Inc.9575 W. Higgins Rd., Suite 400Rosemont, Illinois, United States 60018(847)518-9990 epurguette@kloainc.comCount Name: Orington Ave with Elgin RdSite Code:Start Date: 10/14/2021Page No: 3Turning Movement Peak Hour Data (4:45 PM)Start TimeElgin RdElgin RdOrington AveEastboundWestboundNorthboundU-TurnThruRightPedsApp. TotalU-TurnLeftThruPedsApp. TotalU-TurnLeftRightPedsApp. TotalInt. Total4:45 PM0470214702841986001412141475:00 PM0330353300107211070161871475:15 PM0370193700982698001421141495:30 PM0490234901106161070013713169Total0166098166033958239801475848612Approach %0.0100.00.0--0.00.899.2--0.02.197.9---Total %0.027.10.0-27.10.00.564.5-65.00.00.27.7-7.8-PHF0.0000.8470.000-0.8470.0000.3750.923-0.9300.0000.2500.839-0.8570.905Lights01570-15701387-3880144-45590% Lights-94.6--94.6-33.398.0-97.5-100.093.6-93.896.4Buses000-0001-1000-01% Buses-0.0--0.0-0.00.3-0.3-0.00.0-0.00.2Single-Unit Trucks010-1002-2000-03% Single-Unit Trucks-0.6--0.6-0.00.5-0.5-0.00.0-0.00.5Articulated Trucks020-2000-0000-02% Articulated Trucks-1.2--1.2-0.00.0-0.0-0.00.0-0.00.3Bicycles on Road060-6025-7003-316% Bicycles on Road-3.6--3.6-66.71.3-1.8-0.06.4-6.32.6Pedestrians---98----82----58--% Pedestrians---100.0----100.0----100.0--Page 179 of 284 P1.Page 484 of 589 Time Period Class. U L BL R I O U L T BR I O U HL T R I O U BL BR HR I O Totaledestria TotalPeak 1Lights000005058037122000000810001137123W3333Specified Period% 0% 0% 0% 0% 0% 83% 0% 100% 96% 93% 95% 0% 0% 0% 0% 0% 0% 95% 0% 0% 0% 100% 100% 88% 92% 100%8:00 AM ‐ 9:00 AMBuses0000000010100000010000001S55One Hour Peak% 0% 0% 0% 0% 0% 0% 0% 0% 1% 0% 1% 0% 0% 0% 0% 0% 0% 1% 0% 0% 0% 0% 0% 0% 1% 100%8:00 AM ‐ 9:00 AMngle‐Unit Truc0110200020200000030000014N5555% 0% 100% 100% 0% 100% 0% 0% 0% 2% 0% 2% 0% 0% 0% 0% 0% 0% 4% 0% 0% 0% 0% 0% 2% 3% 100%rticulated Truc0000000000000000000000000NE00% 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%icycles on Roa000001000330010120000004593 93% 0% 0% 0% 0% 0% 17% 0% 0% 0% 8% 2% 0% 0% 100% 0% 100% 100% 0% 0% 0% 0% 0% 0% 10% 4%Total011026058340128001012850001142133PHF 0 0.25 0.25 0 0.5 0.5 0 0.42 0.77 0.71 0.76 0 0 0.25 0 0.25 0.5 0.76 0 0 0 0.25 0.25 0.7 0.76Approach % 2% 5% 96% 0% 2% 64% 1% 32%Peak 2Lights00202101151411930000001510000043195W6666Specified Period% 0% 0% 100% 0% 100% 50% 0% 50% 97% 93% 96% 0% 0% 0% 0% 0% 0% 94% 0% 0% 0% 0% 0% 93% 94% 100%4:45 PM ‐ 5:45 PMBuses0000000000000000000000000S1010One Hour Peak% 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% 100%4:45 PM ‐ 5:45 PMngle‐Unit Truc0000000020200000020000002N154154% 0% 0% 0% 0% 0% 0% 0% 0% 1% 0% 1% 0% 0% 0% 0% 0% 0% 1% 0% 0% 0% 0% 0% 0% 1% 100%rticulated Truc0000000000000000000000000NE00% 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%icycles on Roa00000101236000000700055311230 230% 0% 0% 0% 0% 0% 50% 0% 50% 1% 7% 3% 0% 0% 0% 0% 0% 0% 4% 0% 0% 0% 100% 100% 7% 5%Total00202202155442010000001600005546208PHF 0 0 0.5 0 0.5 0.5 0 0.5 0.84 0.79 0.910000000.85 0 0 0 0.42 0.42 0.82 0.91Approach % 1% 1% 97% 0% 0% 77% 2% 22%Study NameOrington Ave with Clark StStart DateThursday, October 14, 2021 7:00 AMEnd DateThursday, October 14, 2021 6:00 PMSite CodeReport SummaryEastbound Northbound Southbound Southwestbound Crosswalk Page 180 of 284 P1.Page 485 of 589 Preliminary Site Plan Page 181 of 284 P1.Page 486 of 589 dZ^,ͬZ z> >K/E'WZ</E'd/s h^ >Kztd Z^ Zs/ ͬ&/Z WhDW>^dKZ' Θt^d /< /Zh>d/KEsh>dD d Z^DWK >Kz/2$',1*(175< &/($5+(,*+73$5.,1*(175< &/($5+(,*+7dK/> d^/2%%</2%%<(175<3/$=$%,.(6/2$',1*63$&( ,/>dKEKZZ/E'dKE <Ζ^ Z ^/ Ed/>&$123<29(5+($' %(1&+%(1&+%,.(5$&.6 >K/E'Ͳ^,KZd;ϭϬΖtdžϯϱΖ>džϭϰΖ,Ϳ dK/> d^WZKWD'Dd&D/EΘ D Z > ϱϱϳ^&K,K&&/ > ^/E'Page 182 of 284 P1.Page 487 of 589 ITE Trip Generation Worksheets Page 183 of 284 P1.Page 488 of 589 Research and Development Center(760) Vehicle Trip Ends vs:1000 Sq.Ft.GFA On a:Weekday Setting/Location:General Urban/Suburban Number of Studies:22 Avg.1000 Sq.Ft.GFA:179 Directional Distribution:50%entering,50%exiting Vehicle Trip Generation per 1000 Sq.Ft.GFA Average Rate Range of Rates Standard Deviation 11.08 3.48 -24.95 4.45 Data Plot and Equation 0 200 400 600 8000 2000 4000 6000 8000 10000 Average RateStudySiteFittedCurve Fitted Curve Equation:T =9.70(X)+247.71 R²=0.89 X =1000 Sq.Ft.GFAT = Trips Ends855General Urban/Suburban and Rural (Land Uses 400–799) Page 184 of 284 P1.Page 489 of 589 Research and Development Center(760) Vehicle Trip Ends vs:1000 Sq.Ft.GFA On a:Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Setting/Location:General Urban/Suburban Number of Studies:39 Avg.1000 Sq.Ft.GFA:173 Directional Distribution:82%entering,18%exiting Vehicle Trip Generation per 1000 Sq.Ft.GFA Average Rate Range of Rates Standard Deviation 1.03 0.17 -3.73 0.65 Data Plot and Equation 0 200 400 600 800 10000 200 400 600 800 1000 Average RateStudySiteFittedCurve Fitted Curve Equation:T =0.89(X)+24.54 R²=0.70 X =1000 Sq.Ft.GFAT = Trips Ends856 Trip Generation Manual 11th Edition • Volume 4 Page 185 of 284 P1.Page 490 of 589 Research and Development Center(760) Vehicle Trip Ends vs:1000 Sq.Ft.GFA On a:Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Setting/Location:General Urban/Suburban Number of Studies:39 Avg.1000 Sq.Ft.GFA:173 Directional Distribution:16%entering,84%exiting Vehicle Trip Generation per 1000 Sq.Ft.GFA Average Rate Range of Rates Standard Deviation 0.98 0.13 -4.13 0.64 Data Plot and Equation 0 200 400 600 800 10000 200 400 600 800 1000 Average RateStudySiteFittedCurve Fitted Curve Equation:T =0.84(X)+25.08 R²=0.70 X =1000 Sq.Ft.GFAT = Trips Ends857General Urban/Suburban and Rural (Land Uses 400–799) Page 186 of 284 P1.Page 491 of 589 CMAP 2050 Projections Letter Page 187 of 284 P1.Page 492 of 589 October 29, 2021 Elise Purguette Traffic Engineer Kenig, Lindgren, O’Hara and Aboona, Inc. 9575 West Higgins Road Suite 400 Rosemont, IL 60018 Subject: Chicago Avenue - Church Street - Sherman Avenue IDOT Dear Ms. Purguette: In response to a request made on your behalf and dated October 29, 2021, we have developed year 2050 average daily traffic (ADT) projections for the subject location. ROAD SEGMENT Current ADT Year 2050 ADT Sherman Ave 3,300 3,700 Church St 7,950 8,900 Chicago Ave north of Church St 7,200 7,700 Chicago Ave south of Church St 11,600 12,400 Traffic projections are developed using existing ADT data provided in the request letter and the results from the June 2021 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) \2021_CY_TrafficForecast\Evanston\ck-136-21\ck-136-21.docx Page 188 of 284 P1.Page 493 of 589 Level of Service Criteria Page 189 of 284 P1.Page 494 of 589 LEVEL OF SERVICE CRITERIA Signalized Intersections Level of Service Interpretation Average Control Delay (seconds per vehicle) A Favorable progression. Most vehicles arrive during the green indication and travel through the intersection without stopping. 10 B Good progression, with more vehicles stopping than for Level of Service A. >10 - 20 C Individual cycle failures (i.e., one or more queued vehicles 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. >20 - 35 D The volume-to-capacity ratio is high and either progression is ineffective or the cycle length is too long. Many vehicles stop and individual cycle failures are noticeable. >35 - 55 E Progression is unfavorable. The volume-to-capacity ratio is high and the cycle length is long. Individual cycle failures are frequent. >55 - 80 F The volume-to-capacity ratio is very high, progression is very poor, and the cycle length is long. Most cycles fail to clear the queue. >80.0 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. Page 190 of 284 P1.Page 495 of 589 Capacity Analysis Summary Sheets Year 2021 Weekday Morning Peak Hour Conditions Page 191 of 284 P1.Page 496 of 589 Lanes, Volumes, Timings 1: Sherman Avenue & Clark Street 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2021 Weekday AM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 25 51 9 95 000020823 Future Volume (vph) 0 0 25 51 9 95 000020823 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 11 11 11 11 11 11 11 11 11 11 11 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 45 Storage Lanes 0 1 1 0 0 0 0 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.92 0.87 0.69 Frt 0.865 0.863 0.850 Flt Protected 0.950 Satd. Flow (prot) 0 0 1375 1745 1163 000001749 1351 Flt Permitted 0.950 Satd. Flow (perm) 0 0 1375 1604 1163 000001749 937 Right Turn on Red Yes Yes Yes Yes Yes Satd. Flow (RTOR) 469 65 122 85 Link Speed (mph) 30 30 30 30 Link Distance (ft) 472 501 349 309 Travel Time (s) 10.7 11.4 7.9 7.0 Confl. Peds. (#/hr) 57 60 60 57 104 104 Confl. Bikes (#/hr) Peak Hour Factor 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 0% 0% 4% 0% 0% 7% 0% 0% 0% 0% 5% 4% Bus Blockages (#/hr)000000000000 Parking (#/hr) 0 0 0 Mid-Block Traffic (%) 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 32 65 134 0000026729 Turn Type Prot pm+pt NA NA Perm Protected Phases 9 1 4! 6 4! Permitted Phases 6 4 Detector Phase 9 1 4 6 4 4 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 Minimum Split (s) 9.0 25.0 25.0 25.0 Total Split (s) 30.0 25.0 35.0 35.0 Total Split (%) 33.3% 27.8% 38.9% 38.9% Yellow Time (s) 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 Lead/Lag Lead-Lag Optimize? Recall Mode Max Max Max Max Act Effct Green (s) 25.0 55.0 20.0 30.0 30.0 Actuated g/C Ratio 0.28 0.61 0.22 0.33 0.33 Page 192 of 284 P1.Page 497 of 589 Lanes, Volumes, Timings 1: Sherman Avenue & Clark Street 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2021 Weekday AM Peak Hour Lane Group Ø1 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Lane Width (ft) Grade (%) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor Growth Factor Heavy Vehicles (%) Bus Blockages (#/hr) Parking (#/hr) Mid-Block Traffic (%) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 1 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 4.0 Minimum Split (s) 9.0 Total Split (s) 25.0 Total Split (%) 28% Yellow Time (s) 4.0 All-Red Time (s) 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Recall Mode Max Act Effct Green (s) Actuated g/C Ratio Page 193 of 284 P1.Page 498 of 589 Lanes, Volumes, Timings 1: Sherman Avenue & Clark Street 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2021 Weekday AM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.04 0.06 0.38 0.46 0.08 Control Delay 0.1 2.1 10.5 26.8 0.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 0.1 2.1 10.5 26.8 0.4 LOS A A B C A Approach Delay 0.1 7.8 24.2 Approach LOS A A C Queue Length 50th (ft) 0 0 5 118 0 Queue Length 95th (ft) 0 11 36 159 0 Internal Link Dist (ft) 392 421 269 229 Turn Bay Length (ft)45 Base Capacity (vph) 720 1091 353 583 369 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.04 0.06 0.38 0.46 0.08 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 1:WBL and 6:WBTL, Start of Green Natural Cycle: 60 Control Type: Pretimed Maximum v/c Ratio: 0.46 Intersection Signal Delay: 16.5 Intersection LOS: B Intersection Capacity Utilization 38.3% ICU Level of Service A Analysis Period (min) 15 ! Phase conflict between lane groups. Splits and Phases: 1: Sherman Avenue & Clark Street Page 194 of 284 P1.Page 499 of 589 Lanes, Volumes, Timings 1: Sherman Avenue & Clark Street 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2021 Weekday AM Peak Hour Lane Group Ø1 v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary Page 195 of 284 P1.Page 500 of 589 Lanes, Volumes, Timings 2: Orrington Avenue & Church Street 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2021 Weekday AM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 107 404 0000011858000 Future Volume (vph) 107 404 0000011858000 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 11 11 11 11 11 11 11 11 11 11 11 Grade (%) 0% 0% 0% 0% Storage Length (ft) 40 0 0 0 0 70 0 0 Storage Lanes 1 0 0 0 0 1 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 1.00 1.00 Ped Bike Factor 0.98 0.95 Frt 0.850 Flt Protected 0.950 Satd. Flow (prot) 1711 3188 000003219 1531 0 0 0 Flt Permitted 0.950 Satd. Flow (perm) 1673 3188 000003219 1449 0 0 0 Right Turn on Red Yes Yes Yes Yes Yes Satd. Flow (RTOR) 130 71 Link Speed (mph) 30 30 30 30 Link Distance (ft) 431 556 604 449 Travel Time (s) 9.8 12.6 13.7 10.2 Confl. Peds. (#/hr) 41 100 100 41 33 42 42 33 Confl. Bikes (#/hr) 34 Peak Hour Factor 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 4% 0% 0% 0% 0% 0% 3% 2% 0% 0% 0% Bus Blockages (#/hr)000000000000 Parking (#/hr)0000 Mid-Block Traffic (%) 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 130 493 0000014471000 Turn Type Perm NA NA Perm Protected Phases 4 2 Permitted Phases 4 2 Detector Phase 4 4 2 2 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 Minimum Split (s) 44.0 44.0 26.0 26.0 Total Split (s) 44.0 44.0 26.0 26.0 Total Split (%) 62.9% 62.9% 37.1% 37.1% Yellow Time (s) 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 Lead/Lag Lead-Lag Optimize? Recall Mode Max Max Max Max Act Effct Green (s) 39.0 39.0 21.0 21.0 Actuated g/C Ratio 0.56 0.56 0.30 0.30 Page 196 of 284 P1.Page 501 of 589 Lanes, Volumes, Timings 2: Orrington Avenue & Church Street 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2021 Weekday AM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.13 0.28 0.15 0.15 Control Delay 1.9 8.6 18.5 6.1 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 1.9 8.6 18.5 6.1 LOS AA BA Approach Delay 7.2 14.4 Approach LOS A B Queue Length 50th (ft) 0 53 23 0 Queue Length 95th (ft) 16 70 40 21 Internal Link Dist (ft) 351 476 524 369 Turn Bay Length (ft) 40 70 Base Capacity (vph) 989 1776 965 484 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.13 0.28 0.15 0.15 Intersection Summary Area Type: Other Cycle Length: 70 Actuated Cycle Length: 70 Offset: 0 (0%), Referenced to phase 2:NBT and 6:, Start of Green Natural Cycle: 70 Control Type: Pretimed Maximum v/c Ratio: 0.28 Intersection Signal Delay: 9.1 Intersection LOS: A Intersection Capacity Utilization 58.3% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 2: Orrington Avenue & Church Street Page 197 of 284 P1.Page 502 of 589 Lanes, Volumes, Timings 3: Chicago Avenue & Church Street 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2021 Weekday AM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 56 264 142 000036133101760 Future Volume (vph) 56 264 142 000036133101760 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 11 11 11 11 11 11 11 11 11 11 11 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 50 0 0 Storage Lanes 0 0 0 0 0 1 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.94 1.00 Frt 0.954 0.850 Flt Protected 0.994 0.997 Satd. Flow (prot) 0 2888 000001621 1516 0 1544 0 Flt Permitted 0.994 0.979 Satd. Flow (perm) 0 2847 000001621 1516 0 1516 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 63 50 Link Speed (mph) 30 30 30 30 Link Distance (ft) 556 228 291 542 Travel Time (s) 12.6 5.2 6.6 12.3 Confl. Peds. (#/hr) 63 67 67 63 147 7 7 147 Confl. Bikes (#/hr) 3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 7% 4% 3% 0% 0% 0% 0% 2% 3% 20% 6% 0% Bus Blockages (#/hr)000000000000 Parking (#/hr) 0 0 0 Mid-Block Traffic (%) 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 0 502 000003923602020 Turn Type Perm NA NA custom Perm NA Protected Phases 10 2 6 6 2 6 Permitted Phases 10 2 6 Detector Phase 10 10 2 6 6 2 6 2 6 Switch Phase Minimum Initial (s) 30.0 30.0 24.0 Minimum Split (s) 36.0 36.0 30.0 Total Split (s) 36.0 36.0 30.0 Total Split (%) 32.7% 32.7% 27.3% Yellow Time (s) 4.5 4.5 4.5 All-Red Time (s) 1.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 Total Lost Time (s) 6.0 6.0 Lead/Lag Lead-Lag Optimize? Recall Mode Max Max None Act Effct Green (s) 30.0 72.0 24.0 72.0 Actuated g/C Ratio 0.27 0.65 0.22 0.65 Page 198 of 284 P1.Page 503 of 589 Lanes, Volumes, Timings 3: Chicago Avenue & Church Street 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2021 Weekday AM Peak Hour Lane Group Ø2 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Lane Width (ft) Grade (%) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor Growth Factor Heavy Vehicles (%) Bus Blockages (#/hr) Parking (#/hr) Mid-Block Traffic (%) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 2 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 42.0 Minimum Split (s) 44.0 Total Split (s) 44.0 Total Split (%) 40% Yellow Time (s) 2.0 All-Red Time (s) 0.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Recall Mode C-Max Act Effct Green (s) Actuated g/C Ratio Page 199 of 284 P1.Page 504 of 589 Lanes, Volumes, Timings 3: Chicago Avenue & Church Street 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2021 Weekday AM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.61 0.37 0.10 0.20 Control Delay 34.0 9.9 6.7 8.2 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 34.0 9.9 6.7 8.2 LOS C A A A Approach Delay 34.0 9.6 8.2 Approach LOS C A A Queue Length 50th (ft) 142 115 0 52 Queue Length 95th (ft) 200 170 19 84 Internal Link Dist (ft) 476 148 211 462 Turn Bay Length (ft)50 Base Capacity (vph) 822 1061 369 992 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.61 0.37 0.10 0.20 Intersection Summary Area Type: Other Cycle Length: 110 Actuated Cycle Length: 110 Offset: 0 (0%), Referenced to phase 2:NBSB, Start of Green Natural Cycle: 110 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.61 Intersection Signal Delay: 20.2 Intersection LOS: C Intersection Capacity Utilization 93.3% ICU Level of Service F Analysis Period (min) 15 Splits and Phases: 3: Chicago Avenue & Church Street Page 200 of 284 P1.Page 505 of 589 Lanes, Volumes, Timings 3: Chicago Avenue & Church Street 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2021 Weekday AM Peak Hour Lane Group Ø2 v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary Page 201 of 284 P1.Page 506 of 589 HCM 6th AWSC 4: Orrington Avenue & Clark Street & Elgin Road 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2021 Weekday AM Peak Hour Intersection Intersection Delay, s/veh 10.8 Intersection LOS B Movement EBL EBT EBR WBL WBT WBR NBL NBR SEL SER Lane Configurations Traffic Vol, veh/h 000002900711750 Future Vol, veh/h 000002900711750 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Heavy Vehicles, %0000050730 Mvmt Flow 000003370832030 Number of Lanes 0000010110 Approach WB SE Opposing Approach Opposing Lanes 0 0 Conflicting Approach Left NB WB Conflicting Lanes Left 2 1 Conflicting Approach Right SE NB Conflicting Lanes Right 1 2 HCM Control Delay 11.1 10.7 HCM LOS B B Lane NBLn1 NBLn2 WBLn1 SELn1 Vol Left, % 100% 0% 0% 100% Vol Thru, % 0% 0% 0% 0% Vol Right, % 0% 100% 100% 0% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 155 71 290 175 LT Vol 155 0 0 175 Through Vol 0000 RT Vol 0 71 290 0 Lane Flow Rate 180 83 337 203 Geometry Grp 7722 Degree of Util (X) 0.309 0.115 0.427 0.305 Departure Headway (Hd) 6.175 5.013 4.563 5.389 Convergence, Y/N Yes Yes Yes Yes Cap 586 718 779 669 Service Time 3.881 2.718 2.643 3.395 HCM Lane V/C Ratio 0.307 0.116 0.433 0.303 HCM Control Delay 11.6 8.4 11.1 10.7 HCM Lane LOS BABB HCM 95th-tile Q 1.3 0.4 2.2 1.3 Page 202 of 284 P1.Page 507 of 589 HCM 6th AWSC 5: Hinman Avenue & Church Street 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2021 Weekday AM Peak Hour Intersection Intersection Delay, s/veh 9.3 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 18 202 69 000057208640 Future Vol, veh/h 18 202 69 000057208640 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Heavy Vehicles, %0510000010000 Mvmt Flow 21 235 80 000066239740 Number of Lanes 011000010010 Approach EB NB SB Opposing Approach SB NB Opposing Lanes 0 1 1 Conflicting Approach Left SB EB Conflicting Lanes Left 1 2 0 Conflicting Approach Right NB EB Conflicting Lanes Right 1 0 2 HCM Control Delay 9.7 8.3 8.5 HCM LOS A A A Lane NBLn1 EBLn1 EBLn2 SBLn1 Vol Left, % 0% 8% 0% 11% Vol Thru, % 74% 92% 0% 89% Vol Right, % 26% 0% 100% 0% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 77 220 69 72 LT Vol 0 18 0 8 Through Vol 57 202 0 64 RT Vol 20 0 69 0 Lane Flow Rate 90 256 80 84 Geometry Grp 2772 Degree of Util (X) 0.115 0.352 0.096 0.112 Departure Headway (Hd) 4.639 4.955 4.297 4.822 Convergence, Y/N Yes Yes Yes Yes Cap 774 727 834 744 Service Time 2.664 2.678 2.02 2.846 HCM Lane V/C Ratio 0.116 0.352 0.096 0.113 HCM Control Delay 8.3 10.4 7.5 8.5 HCM Lane LOS ABAA HCM 95th-tile Q 0.4 1.6 0.3 0.4 Page 203 of 284 P1.Page 508 of 589 HCM 6th TWSC 6: Orrington Avenue & Alley 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2021 Weekday AM Peak Hour Intersection Int Delay, s/veh 0.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 5 0 4 221 0 0 Future Vol, veh/h 5 0 4 221 0 0 Conflicting Peds, #/hr 0 0 33 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 01081872384 - Grade, % 0 - - 0 0 - Peak Hour Factor 86 86 86 86 86 86 Heavy Vehicles, % 40 00300 Mvmt Flow 6 0 5 257 0 0 Major/Minor Minor2 Major1 Conflicting Flow All 172 - 33 0 Stage 1 33 - - - Stage 2 139 - - - Critical Hdwy 7.6 - 4.1 - Critical Hdwy Stg 1 - - - - Critical Hdwy Stg 2 6.6 - - - Follow-up Hdwy 3.9 - 2.2 - Pot Cap-1 Maneuver 704 0 1592 - Stage 1 - 0 - - Stage 2 771 0 - - Platoon blocked, % - Mov Cap-1 Maneuver 667 - 1552 - Mov Cap-2 Maneuver 667 - - - Stage 1 - - - - Stage 2 752 - - - Approach EB NB HCM Control Delay, s 10.4 0.1 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 Capacity (veh/h) 1552 - 667 HCM Lane V/C Ratio 0.003 - 0.009 HCM Control Delay (s) 7.3 0 10.4 HCM Lane LOS A A B HCM 95th %tile Q(veh) 0 - 0 Page 204 of 284 P1.Page 509 of 589 HCM 6th TWSC 7: Church Street & 525 Church Street Garage Access 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2021 Weekday AM Peak Hour Intersection Int Delay, s/veh 0.7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 21 286 0030 Future Vol, veh/h 21 286 0030 Conflicting Peds, #/hr 57 0 0 57 4 1 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 01080852480 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 69 69 69 69 69 69 Heavy Vehicles, % 0 40000 Mvmt Flow 30 414 0040 Major/Minor Major1 Minor2 Conflicting Flow All 57 0 328 - Stage 1 - - 57 - Stage 2 - - 271 - Critical Hdwy 4.1 - 6.8 - Critical Hdwy Stg 1 - - - - Critical Hdwy Stg 2 - - 5.8 - Follow-up Hdwy 2.2 - 3.5 - Pot Cap-1 Maneuver 1560 - 647 0 Stage 1 - - - 0 Stage 2 - - 756 0 Platoon blocked, % - Mov Cap-1 Maneuver 1492 - 576 - Mov Cap-2 Maneuver - - 576 - Stage 1 - - - - Stage 2 - - 723 - Approach EB SB HCM Control Delay, s 0.6 11.3 HCM LOS B Minor Lane/Major Mvmt EBL EBTSBLn1 Capacity (veh/h) 1492 - 576 HCM Lane V/C Ratio 0.02 - 0.008 HCM Control Delay (s) 7.5 0.1 11.3 HCM Lane LOS A A B HCM 95th %tile Q(veh) 0.1 - 0 Page 205 of 284 P1.Page 510 of 589 Capacity Analysis Summary Sheets Year 2021 Weekday Evening Peak Hour Conditions Page 206 of 284 P1.Page 511 of 589 Lanes, Volumes, Timings 1: Sherman Avenue & Clark Street 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2021 Weekday PM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 59 86 34 160 000028943 Future Volume (vph) 0 0 59 86 34 160 000028943 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 11 11 11 11 11 11 11 11 11 11 11 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 45 Storage Lanes 0 1 1 0 0 0 0 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.85 0.70 0.57 Frt 0.865 0.876 0.850 Flt Protected 0.950 Satd. Flow (prot) 0 0 1542 1745 1111 000001837 1561 Flt Permitted 0.950 Satd. Flow (perm) 0 0 1542 1489 1111 000001837 888 Right Turn on Red Yes Yes Yes Yes Yes Satd. Flow (RTOR) 388 99 184 85 Link Speed (mph) 30 30 30 30 Link Distance (ft) 472 501 349 309 Travel Time (s) 10.7 11.4 7.9 7.0 Confl. Peds. (#/hr) 144 103 103 144 145 292 292 145 Confl. Bikes (#/hr) 2 6 6 22 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 0% 0% 3% 0% 5% 1% 0% 0% 0% 0% 0% 0% Bus Blockages (#/hr)000000000000 Parking (#/hr) Mid-Block Traffic (%) 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 68 99 223 0000033249 Turn Type Prot pm+pt NA NA Perm Protected Phases 9 1 4! 6 4! Permitted Phases 6 4 Detector Phase 9 1 4 6 4 4 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 Minimum Split (s) 9.0 24.0 23.0 23.0 Total Split (s) 24.0 24.0 42.0 42.0 Total Split (%) 26.7% 26.7% 46.7% 46.7% Yellow Time (s) 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 Lead/Lag Lead-Lag Optimize? Recall Mode Max Max Max Max Act Effct Green (s) 19.0 61.0 19.0 37.0 37.0 Actuated g/C Ratio 0.21 0.68 0.21 0.41 0.41 Page 207 of 284 P1.Page 512 of 589 Lanes, Volumes, Timings 1: Sherman Avenue & Clark Street 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2021 Weekday PM Peak Hour Lane Group Ø1 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Lane Width (ft) Grade (%) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor Growth Factor Heavy Vehicles (%) Bus Blockages (#/hr) Parking (#/hr) Mid-Block Traffic (%) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 1 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 4.0 Minimum Split (s) 9.0 Total Split (s) 24.0 Total Split (%) 27% Yellow Time (s) 4.0 All-Red Time (s) 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Recall Mode Max Act Effct Green (s) Actuated g/C Ratio Page 208 of 284 P1.Page 513 of 589 Lanes, Volumes, Timings 1: Sherman Avenue & Clark Street 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2021 Weekday PM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.11 0.08 0.59 0.44 0.12 Control Delay 0.3 1.3 14.9 21.4 1.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 0.3 1.3 14.9 21.4 1.9 LOS A A B C A Approach Delay 0.3 10.7 18.9 Approach LOS A B B Queue Length 50th (ft) 0 0 18 132 0 Queue Length 95th (ft) 0 13 82 197 7 Internal Link Dist (ft) 392 421 269 229 Turn Bay Length (ft)45 Base Capacity (vph) 631 1214 379 755 415 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.11 0.08 0.59 0.44 0.12 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2: and 6:WBTL, Start of Green Natural Cycle: 60 Control Type: Pretimed Maximum v/c Ratio: 0.59 Intersection Signal Delay: 13.8 Intersection LOS: B Intersection Capacity Utilization 42.2% ICU Level of Service A Analysis Period (min) 15 ! Phase conflict between lane groups. Splits and Phases: 1: Sherman Avenue & Clark Street Page 209 of 284 P1.Page 514 of 589 Lanes, Volumes, Timings 1: Sherman Avenue & Clark Street 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2021 Weekday PM Peak Hour Lane Group Ø1 v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary Page 210 of 284 P1.Page 515 of 589 Lanes, Volumes, Timings 2: Orrington Avenue & Church Street 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2021 Weekday PM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 161 477 00000198124000 Future Volume (vph) 161 477 00000198124000 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 11 11 11 11 11 11 11 11 11 11 11 Grade (%) 0% 0% 0% 0% Storage Length (ft) 40 0 0 0 0 70 0 0 Storage Lanes 1 0 0 0 0 1 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 1.00 1.00 Ped Bike Factor 0.90 0.88 Frt 0.850 Flt Protected 0.950 Satd. Flow (prot) 1745 3250 000003250 1531 0 0 0 Flt Permitted 0.950 Satd. Flow (perm) 1570 3250 000003250 1350 0 0 0 Right Turn on Red Yes Yes Yes Yes Yes Satd. Flow (RTOR) 173 103 Link Speed (mph) 30 30 30 30 Link Distance (ft) 431 556 604 449 Travel Time (s) 9.8 12.6 13.7 10.2 Confl. Peds. (#/hr) 186 239 239 186 66 104 104 66 Confl. Bikes (#/hr) 32 7 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 0% 2% 0% 0% 0% 0% 0% 2% 2% 0% 0% 0% Bus Blockages (#/hr)000000000000 Parking (#/hr)0000 Mid-Block Traffic (%) 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 173 513 00000213133000 Turn Type Perm NA NA Perm Protected Phases 4 2 Permitted Phases 4 2 Detector Phase 4 4 2 2 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 Minimum Split (s) 44.0 44.0 26.0 26.0 Total Split (s) 44.0 44.0 26.0 26.0 Total Split (%) 62.9% 62.9% 37.1% 37.1% Yellow Time (s) 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 Lead/Lag Lead-Lag Optimize? Recall Mode Max Max Max Max Act Effct Green (s) 39.0 39.0 21.0 21.0 Actuated g/C Ratio 0.56 0.56 0.30 0.30 Page 211 of 284 P1.Page 516 of 589 Lanes, Volumes, Timings 2: Orrington Avenue & Church Street 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2021 Weekday PM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.18 0.28 0.22 0.28 Control Delay 1.9 8.7 19.1 8.2 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 1.9 8.7 19.1 8.2 LOS AA BA Approach Delay 7.0 14.9 Approach LOS A B Queue Length 50th (ft) 0 55 35 9 Queue Length 95th (ft) 23 82 61 46 Internal Link Dist (ft) 351 476 524 369 Turn Bay Length (ft) 40 70 Base Capacity (vph) 951 1810 975 477 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.18 0.28 0.22 0.28 Intersection Summary Area Type: Other Cycle Length: 70 Actuated Cycle Length: 70 Offset: 0 (0%), Referenced to phase 2:NBT and 6:, Start of Green Natural Cycle: 70 Control Type: Pretimed Maximum v/c Ratio: 0.28 Intersection Signal Delay: 9.6 Intersection LOS: A Intersection Capacity Utilization 58.3% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 2: Orrington Avenue & Church Street Page 212 of 284 P1.Page 517 of 589 Lanes, Volumes, Timings 3: Chicago Avenue & Church Street 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2021 Weekday PM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 46 366 189 000024353273330 Future Volume (vph) 46 366 189 000024353273330 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 11 11 11 11 11 11 11 11 11 11 11 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 50 0 0 Storage Lanes 0 0 0 0 0 1 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.87 1.00 Frt 0.953 0.850 Flt Protected 0.996 0.996 Satd. Flow (prot) 0 2763 000001637 1561 0 1612 0 Flt Permitted 0.996 0.968 Satd. Flow (perm) 0 2713 000001637 1561 0 1563 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 67 50 Link Speed (mph) 30 30 30 30 Link Distance (ft) 556 228 291 542 Travel Time (s) 12.6 5.2 6.6 12.3 Confl. Peds. (#/hr) 129 178 178 129 363 84 84 363 Confl. Bikes (#/hr) 19 2 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 6% 0% 2% 0% 0% 0% 0% 1% 0% 4% 2% 0% Bus Blockages (#/hr)000000000000 Parking (#/hr) 0 0 0 Mid-Block Traffic (%) 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 0 626 000002535503750 Turn Type Perm NA NA custom Perm NA Protected Phases 10 2 6 6 2 6 Permitted Phases 10 2 6 Detector Phase 10 10 2 6 6 2 6 2 6 Switch Phase Minimum Initial (s) 30.0 30.0 24.0 Minimum Split (s) 36.0 36.0 30.0 Total Split (s) 36.0 36.0 30.0 Total Split (%) 32.7% 32.7% 27.3% Yellow Time (s) 4.5 4.5 4.5 All-Red Time (s) 1.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 Total Lost Time (s) 6.0 6.0 Lead/Lag Lead-Lag Optimize? Recall Mode Max Max None Act Effct Green (s) 30.0 72.0 24.0 72.0 Actuated g/C Ratio 0.27 0.65 0.22 0.65 Page 213 of 284 P1.Page 518 of 589 Lanes, Volumes, Timings 3: Chicago Avenue & Church Street 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2021 Weekday PM Peak Hour Lane Group Ø2 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Lane Width (ft) Grade (%) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor Growth Factor Heavy Vehicles (%) Bus Blockages (#/hr) Parking (#/hr) Mid-Block Traffic (%) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 2 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 4.0 Minimum Split (s) 44.0 Total Split (s) 44.0 Total Split (%) 40% Yellow Time (s) 2.0 All-Red Time (s) 0.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Recall Mode C-Max Act Effct Green (s) Actuated g/C Ratio Page 214 of 284 P1.Page 519 of 589 Lanes, Volumes, Timings 3: Chicago Avenue & Church Street 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2021 Weekday PM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.79 0.24 0.15 0.37 Control Delay 41.6 8.4 12.3 9.9 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 41.6 8.4 12.3 9.9 LOS D A B A Approach Delay 41.6 9.1 9.9 Approach LOS D A A Queue Length 50th (ft) 194 67 3 110 Queue Length 95th (ft) 266 104 36 164 Internal Link Dist (ft) 476 148 211 462 Turn Bay Length (ft)50 Base Capacity (vph) 788 1071 379 1023 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.79 0.24 0.15 0.37 Intersection Summary Area Type: Other Cycle Length: 110 Actuated Cycle Length: 110 Offset: 0 (0%), Referenced to phase 2:NBSB, Start of Green Natural Cycle: 110 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.79 Intersection Signal Delay: 24.9 Intersection LOS: C Intersection Capacity Utilization 77.4% ICU Level of Service D Analysis Period (min) 15 Splits and Phases: 3: Chicago Avenue & Church Street Page 215 of 284 P1.Page 520 of 589 Lanes, Volumes, Timings 3: Chicago Avenue & Church Street 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2021 Weekday PM Peak Hour Lane Group Ø2 v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary Page 216 of 284 P1.Page 521 of 589 HCM 6th AWSC 4: Orrington Avenue & Clark Street & Elgin Road 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2021 Weekday PM Peak Hour Intersection Intersection Delay, s/veh 14.4 Intersection LOS B Movement EBL EBT EBR WBL WBT WBR NBL NBR SEL SER Lane Configurations Traffic Vol, veh/h 000003900801600 Future Vol, veh/h 000003900801600 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles, %0000020750 Mvmt Flow 000004290881760 Number of Lanes 0000010110 Approach WB SE Opposing Approach Opposing Lanes 0 0 Conflicting Approach Left NB WB Conflicting Lanes Left 2 1 Conflicting Approach Right SE NB Conflicting Lanes Right 1 2 HCM Control Delay 14.8 11.5 HCM LOS B B Lane NBLn1 NBLn2 WBLn1 SELn1 Vol Left, % 100% 0% 0% 100% Vol Thru, % 0% 0% 0% 0% Vol Right, % 0% 100% 100% 0% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 280 80 390 160 LT Vol 280 0 0 160 Through Vol 0000 RT Vol 0 80 390 0 Lane Flow Rate 308 88 429 176 Geometry Grp 7722 Degree of Util (X) 0.553 0.13 0.59 0.292 Departure Headway (Hd) 6.467 5.319 4.956 5.972 Convergence, Y/N Yes Yes Yes Yes Cap 557 673 733 600 Service Time 4.212 3.063 2.956 4.024 HCM Lane V/C Ratio 0.553 0.131 0.585 0.293 HCM Control Delay 17 8.9 14.8 11.5 HCM Lane LOS C A B B HCM 95th-tile Q 3.3 0.4 3.9 1.2 Page 217 of 284 P1.Page 522 of 589 HCM 6th AWSC 5: Hinman Avenue & Church Street 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2021 Weekday PM Peak Hour Intersection Intersection Delay, s/veh 10.8 Intersection LOS B Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 24 312 111 00006136151070 Future Vol, veh/h 24 312 111 00006136151070 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles, %011000010000 Mvmt Flow 25 325 116 00006438161110 Number of Lanes 011000010010 Approach EB NB SB Opposing Approach SB NB Opposing Lanes 0 1 1 Conflicting Approach Left SB EB Conflicting Lanes Left 1 2 0 Conflicting Approach Right NB EB Conflicting Lanes Right 1 0 2 HCM Control Delay 11.6 8.8 9.3 HCM LOS B A A Lane NBLn1 EBLn1 EBLn2 SBLn1 Vol Left, % 0% 7% 0% 12% Vol Thru, % 63% 93% 0% 88% Vol Right, % 37% 0% 100% 0% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 97 336 111 122 LT Vol 0 24 0 15 Through Vol 61 312 0 107 RT Vol 36 0 111 0 Lane Flow Rate 101 350 116 127 Geometry Grp 2772 Degree of Util (X) 0.139 0.496 0.141 0.181 Departure Headway (Hd) 4.944 5.102 4.38 5.133 Convergence, Y/N Yes Yes Yes Yes Cap 722 704 815 696 Service Time 2.994 2.847 2.124 3.181 HCM Lane V/C Ratio 0.14 0.497 0.142 0.182 HCM Control Delay 8.8 12.8 7.8 9.3 HCM Lane LOS ABAA HCM 95th-tile Q 0.5 2.8 0.5 0.7 Page 218 of 284 P1.Page 523 of 589 HCM 6th TWSC 6: Orrington Avenue & Alley 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2021 Weekday PM Peak Hour Intersection Int Delay, s/veh 0.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 2 0 1 358 0 0 Future Vol, veh/h 2 0 1 358 0 0 Conflicting Peds, #/hr 66 00000 Sign Control Stop Stop Free Free Stop Stop RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 01081872384 - Grade, % 0 - - 0 0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 0 00200 Mvmt Flow 2 0 1 393 0 0 Major/Minor Minor2 Major1 Conflicting Flow All 265 - 0 0 Stage 1 0 - - - Stage 2 265 - - - Critical Hdwy 6.8 - 4.1 - Critical Hdwy Stg 1 - - - - Critical Hdwy Stg 2 5.8 - - - Follow-up Hdwy 3.5 - 2.2 - Pot Cap-1 Maneuver 707 0 - - Stage 1 - 0 - - Stage 2 761 0 - - Platoon blocked, % - Mov Cap-1 Maneuver 707 - - - Mov Cap-2 Maneuver 707 - - - Stage 1 - - - - Stage 2 761 - - - Approach EB NB HCM Control Delay, s 10.1 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 Capacity (veh/h) - - 707 HCM Lane V/C Ratio - - 0.003 HCM Control Delay (s) - - 10.1 HCM Lane LOS - - B HCM 95th %tile Q(veh) - - 0 Page 219 of 284 P1.Page 524 of 589 HCM 6th TWSC 7: Church Street & 525 Church Street Garage Access 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2021 Weekday PM Peak Hour Intersection Int Delay, s/veh 0.9 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 18 428 0 0 19 0 Future Vol, veh/h 18 428 0 0 19 0 Conflicting Peds, #/hr 95 00010 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 01080852480 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 96 96 96 96 96 96 Heavy Vehicles, % 0 10000 Mvmt Flow 19 446 0 0 20 0 Major/Minor Major1 Minor2 Conflicting Flow All 95 0 357 - Stage 1 - - 95 - Stage 2 - - 262 - Critical Hdwy 4.1 - 6.8 - Critical Hdwy Stg 1 - - - - Critical Hdwy Stg 2 - - 5.8 - Follow-up Hdwy 2.2 - 3.5 - Pot Cap-1 Maneuver 1512 - 620 0 Stage 1 - - - 0 Stage 2 - - 764 0 Platoon blocked, % - Mov Cap-1 Maneuver 1402 - 523 - Mov Cap-2 Maneuver - - 523 - Stage 1 - - - - Stage 2 - - 708 - Approach EB SB HCM Control Delay, s 0.4 12.2 HCM LOS B Minor Lane/Major Mvmt EBL EBTSBLn1 Capacity (veh/h) 1402 - 523 HCM Lane V/C Ratio 0.013 - 0.038 HCM Control Delay (s) 7.6 0.1 12.2 HCM Lane LOS A A B HCM 95th %tile Q(veh) 0 - 0.1 Page 220 of 284 P1.Page 525 of 589 Capacity Analysis Summary Sheets No-Build Weekday Morning Peak Hour Conditions Page 221 of 284 P1.Page 526 of 589 Lanes, Volumes, Timings 1: Sherman Avenue & Clark Street 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2027 No-Build Conditions - Weekday AM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 25 52 9 97 000021223 Future Volume (vph) 0 0 25 52 9 97 000021223 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 11 11 11 11 11 11 11 11 11 11 11 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 45 Storage Lanes 0 1 1 0 0 0 0 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.91 0.86 0.67 Frt 0.865 0.863 0.850 Flt Protected 0.950 Satd. Flow (prot) 0 0 1375 1745 1147 000001749 1351 Flt Permitted 0.950 Satd. Flow (perm) 0 0 1375 1589 1147 000001749 899 Right Turn on Red Yes Yes Yes Yes Yes Satd. Flow (RTOR) 458 67 124 85 Link Speed (mph) 30 30 30 30 Link Distance (ft) 472 501 349 309 Travel Time (s) 10.7 11.4 7.9 7.0 Confl. Peds. (#/hr) 63 66 66 63 114 114 Confl. Bikes (#/hr) Peak Hour Factor 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 0% 0% 4% 0% 0% 7% 0% 0% 0% 0% 5% 4% Bus Blockages (#/hr)000000000000 Parking (#/hr) 0 0 0 Mid-Block Traffic (%) 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 32 67 136 0000027229 Turn Type Prot pm+pt NA NA Perm Protected Phases 9 1 4! 6 4! Permitted Phases 6 4 Detector Phase 9 1 4 6 4 4 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 Minimum Split (s) 9.0 25.0 25.0 25.0 Total Split (s) 30.0 25.0 35.0 35.0 Total Split (%) 33.3% 27.8% 38.9% 38.9% Yellow Time (s) 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 Lead/Lag Lead-Lag Optimize? Recall Mode Max Max Max Max Act Effct Green (s) 25.0 55.0 20.0 30.0 30.0 Actuated g/C Ratio 0.28 0.61 0.22 0.33 0.33 Page 222 of 284 P1.Page 527 of 589 Lanes, Volumes, Timings 1: Sherman Avenue & Clark Street 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2027 No-Build Conditions - Weekday AM Peak Hour Lane Group Ø1 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Lane Width (ft) Grade (%) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor Growth Factor Heavy Vehicles (%) Bus Blockages (#/hr) Parking (#/hr) Mid-Block Traffic (%) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 1 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 4.0 Minimum Split (s) 9.0 Total Split (s) 25.0 Total Split (%) 28% Yellow Time (s) 4.0 All-Red Time (s) 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Recall Mode Max Act Effct Green (s) Actuated g/C Ratio Page 223 of 284 P1.Page 528 of 589 Lanes, Volumes, Timings 1: Sherman Avenue & Clark Street 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2027 No-Build Conditions - Weekday AM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.04 0.06 0.39 0.47 0.08 Control Delay 0.1 2.1 10.6 26.9 0.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 0.1 2.1 10.6 26.9 0.4 LOS A A B C A Approach Delay 0.1 7.8 24.4 Approach LOS A A C Queue Length 50th (ft) 0 0 5 121 0 Queue Length 95th (ft) 0 11 36 162 0 Internal Link Dist (ft) 392 421 269 229 Turn Bay Length (ft)45 Base Capacity (vph) 712 1092 351 583 356 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.04 0.06 0.39 0.47 0.08 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 1:WBL and 6:WBTL, Start of Green Natural Cycle: 60 Control Type: Pretimed Maximum v/c Ratio: 0.47 Intersection Signal Delay: 16.6 Intersection LOS: B Intersection Capacity Utilization 38.3% ICU Level of Service A Analysis Period (min) 15 ! Phase conflict between lane groups. Splits and Phases: 1: Sherman Avenue & Clark Street Page 224 of 284 P1.Page 529 of 589 Lanes, Volumes, Timings 1: Sherman Avenue & Clark Street 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2027 No-Build Conditions - Weekday AM Peak Hour Lane Group Ø1 v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary Page 225 of 284 P1.Page 530 of 589 Lanes, Volumes, Timings 2: Orrington Avenue & Church Street 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2027 No-Build Conditions - Weekday AM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 109 434 0000012071000 Future Volume (vph) 109 434 0000012071000 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 11 11 11 11 11 11 11 11 11 11 11 Grade (%) 0% 0% 0% 0% Storage Length (ft) 40 0 0 0 0 70 0 0 Storage Lanes 1 0 0 0 0 1 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 1.00 1.00 Ped Bike Factor 0.98 0.94 Frt 0.850 Flt Protected 0.950 Satd. Flow (prot) 1711 3188 000003219 1531 0 0 0 Flt Permitted 0.950 Satd. Flow (perm) 1669 3188 000003219 1443 0 0 0 Right Turn on Red Yes Yes Yes Yes Yes Satd. Flow (RTOR) 133 87 Link Speed (mph) 30 30 30 30 Link Distance (ft) 431 556 604 449 Travel Time (s) 9.8 12.6 13.7 10.2 Confl. Peds. (#/hr) 45 110 110 45 36 46 46 36 Confl. Bikes (#/hr) 37 Peak Hour Factor 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 4% 0% 0% 0% 0% 0% 3% 2% 0% 0% 0% Bus Blockages (#/hr)000000000000 Parking (#/hr)0000 Mid-Block Traffic (%) 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 133 529 0000014687000 Turn Type Perm NA NA Perm Protected Phases 4 2 Permitted Phases 4 2 Detector Phase 4 4 2 2 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 Minimum Split (s) 44.0 44.0 26.0 26.0 Total Split (s) 44.0 44.0 26.0 26.0 Total Split (%) 62.9% 62.9% 37.1% 37.1% Yellow Time (s) 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 Lead/Lag Lead-Lag Optimize? Recall Mode Max Max Max Max Act Effct Green (s) 39.0 39.0 21.0 21.0 Actuated g/C Ratio 0.56 0.56 0.30 0.30 Page 226 of 284 P1.Page 531 of 589 Lanes, Volumes, Timings 2: Orrington Avenue & Church Street 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2027 No-Build Conditions - Weekday AM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.13 0.30 0.15 0.18 Control Delay 1.9 8.8 18.5 5.8 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 1.9 8.8 18.5 5.8 LOS AA BA Approach Delay 7.4 13.8 Approach LOS A B Queue Length 50th (ft) 0 57 24 0 Queue Length 95th (ft) 16 75 40 24 Internal Link Dist (ft) 351 476 524 369 Turn Bay Length (ft) 40 70 Base Capacity (vph) 988 1776 965 493 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.13 0.30 0.15 0.18 Intersection Summary Area Type: Other Cycle Length: 70 Actuated Cycle Length: 70 Offset: 0 (0%), Referenced to phase 2:NBT and 6:, Start of Green Natural Cycle: 70 Control Type: Pretimed Maximum v/c Ratio: 0.30 Intersection Signal Delay: 9.1 Intersection LOS: A Intersection Capacity Utilization 58.3% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 2: Orrington Avenue & Church Street Page 227 of 284 P1.Page 532 of 589 Lanes, Volumes, Timings 3: Chicago Avenue & Church Street 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2027 No-Build Conditions - Weekday AM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 59 282 164 000038438201990 Future Volume (vph) 59 282 164 000038438201990 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 11 11 11 11 11 11 11 11 11 11 11 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 50 0 0 Storage Lanes 0 0 0 0 0 1 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.94 1.00 Frt 0.951 0.850 Flt Protected 0.994 0.995 Satd. Flow (prot) 0 2860 000001621 1516 0 1533 0 Flt Permitted 0.994 0.952 Satd. Flow (perm) 0 2818 000001621 1516 0 1466 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 72 50 Link Speed (mph) 30 30 30 30 Link Distance (ft) 556 228 291 542 Travel Time (s) 12.6 5.2 6.6 12.3 Confl. Peds. (#/hr) 69 74 74 69 162 8 8 162 Confl. Bikes (#/hr) 3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 7% 4% 3% 0% 0% 0% 0% 2% 3% 20% 6% 0% Bus Blockages (#/hr)000000000000 Parking (#/hr) 0 0 0 Mid-Block Traffic (%) 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 0 549 000004174102380 Turn Type Perm NA NA custom Perm NA Protected Phases 10 2 6 6 2 6 Permitted Phases 10 2 6 Detector Phase 10 10 2 6 6 2 6 2 6 Switch Phase Minimum Initial (s) 30.0 30.0 24.0 Minimum Split (s) 36.0 36.0 30.0 Total Split (s) 36.0 36.0 30.0 Total Split (%) 32.7% 32.7% 27.3% Yellow Time (s) 4.5 4.5 4.5 All-Red Time (s) 1.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 Total Lost Time (s) 6.0 6.0 Lead/Lag Lead-Lag Optimize? Recall Mode Max Max None Act Effct Green (s) 30.0 72.0 24.0 72.0 Actuated g/C Ratio 0.27 0.65 0.22 0.65 Page 228 of 284 P1.Page 533 of 589 Lanes, Volumes, Timings 3: Chicago Avenue & Church Street 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2027 No-Build Conditions - Weekday AM Peak Hour Lane Group Ø2 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Lane Width (ft) Grade (%) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor Growth Factor Heavy Vehicles (%) Bus Blockages (#/hr) Parking (#/hr) Mid-Block Traffic (%) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 2 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 42.0 Minimum Split (s) 44.0 Total Split (s) 44.0 Total Split (%) 40% Yellow Time (s) 2.0 All-Red Time (s) 0.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Recall Mode C-Max Act Effct Green (s) Actuated g/C Ratio Page 229 of 284 P1.Page 534 of 589 Lanes, Volumes, Timings 3: Chicago Avenue & Church Street 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2027 No-Build Conditions - Weekday AM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.67 0.39 0.11 0.25 Control Delay 35.4 10.2 8.4 8.6 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 35.4 10.2 8.4 8.6 LOS D B A A Approach Delay 35.4 10.0 8.6 Approach LOS D B A Queue Length 50th (ft) 158 125 0 63 Queue Length 95th (ft) 220 184 23 100 Internal Link Dist (ft) 476 148 211 462 Turn Bay Length (ft)50 Base Capacity (vph) 820 1061 369 959 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.67 0.39 0.11 0.25 Intersection Summary Area Type: Other Cycle Length: 110 Actuated Cycle Length: 110 Offset: 0 (0%), Referenced to phase 2:NBSB, Start of Green Natural Cycle: 110 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.67 Intersection Signal Delay: 20.9 Intersection LOS: C Intersection Capacity Utilization 93.3% ICU Level of Service F Analysis Period (min) 15 Splits and Phases: 3: Chicago Avenue & Church Street Page 230 of 284 P1.Page 535 of 589 Lanes, Volumes, Timings 3: Chicago Avenue & Church Street 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2027 No-Build Conditions - Weekday AM Peak Hour Lane Group Ø2 v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary Page 231 of 284 P1.Page 536 of 589 HCM 6th AWSC 4: Orrington Avenue & Clark Street & Elgin Road 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2027 No-Build Conditions - Weekday AM Peak Hour Intersection Intersection Delay, s/veh 10.9 Intersection LOS B Movement EBL EBT EBR WBL WBT WBR NBL NBR SEL SER Lane Configurations Traffic Vol, veh/h 000002950721750 Future Vol, veh/h 000002950721750 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Heavy Vehicles, %0000050730 Mvmt Flow 000003430842030 Number of Lanes 0000010110 Approach WB SE Opposing Approach Opposing Lanes 0 0 Conflicting Approach Left NB WB Conflicting Lanes Left 2 1 Conflicting Approach Right SE NB Conflicting Lanes Right 1 2 HCM Control Delay 11.2 10.8 HCM LOS B B Lane NBLn1 NBLn2 WBLn1 SELn1 Vol Left, % 100% 0% 0% 100% Vol Thru, % 0% 0% 0% 0% Vol Right, % 0% 100% 100% 0% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 158 72 295 175 LT Vol 158 0 0 175 Through Vol 0000 RT Vol 0 72 295 0 Lane Flow Rate 184 84 343 203 Geometry Grp 7722 Degree of Util (X) 0.316 0.117 0.436 0.306 Departure Headway (Hd) 6.196 5.034 4.575 5.416 Convergence, Y/N Yes Yes Yes Yes Cap 582 716 779 667 Service Time 3.901 2.739 2.657 3.422 HCM Lane V/C Ratio 0.316 0.117 0.44 0.304 HCM Control Delay 11.7 8.4 11.2 10.8 HCM Lane LOS BABB HCM 95th-tile Q 1.3 0.4 2.2 1.3 Page 232 of 284 P1.Page 537 of 589 HCM 6th AWSC 5: Hinman Avenue & Church Street 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2027 No-Build Conditions - Weekday AM Peak Hour Intersection Intersection Delay, s/veh 9.7 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 23 224 72 000059208650 Future Vol, veh/h 23 224 72 000059208650 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Heavy Vehicles, %0510000010000 Mvmt Flow 27 260 84 000069239760 Number of Lanes 011000010010 Approach EB NB SB Opposing Approach SB NB Opposing Lanes 0 1 1 Conflicting Approach Left SB EB Conflicting Lanes Left 1 2 0 Conflicting Approach Right NB EB Conflicting Lanes Right 1 0 2 HCM Control Delay 10.2 8.4 8.6 HCM LOS B A A Lane NBLn1 EBLn1 EBLn2 SBLn1 Vol Left, % 0% 9% 0% 11% Vol Thru, % 75% 91% 0% 89% Vol Right, % 25% 0% 100% 0% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 79 247 72 73 LT Vol 0 23 0 8 Through Vol 59 224 0 65 RT Vol 20 0 72 0 Lane Flow Rate 92 287 84 85 Geometry Grp 2772 Degree of Util (X) 0.121 0.397 0.1 0.116 Departure Headway (Hd) 4.729 4.974 4.31 4.909 Convergence, Y/N Yes Yes Yes Yes Cap 758 724 831 730 Service Time 2.758 2.702 2.038 2.939 HCM Lane V/C Ratio 0.121 0.396 0.101 0.116 HCM Control Delay 8.4 11 7.5 8.6 HCM Lane LOS ABAA HCM 95th-tile Q 0.4 1.9 0.3 0.4 Page 233 of 284 P1.Page 538 of 589 HCM 6th TWSC 6: Orrington Avenue & Alley 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2027 No-Build Conditions - Weekday AM Peak Hour Intersection Int Delay, s/veh 0.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 5 0 4 225 0 0 Future Vol, veh/h 5 0 4 225 0 0 Conflicting Peds, #/hr 0 0 36 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 01081872384 - Grade, % 0 - - 0 0 - Peak Hour Factor 86 86 86 86 86 86 Heavy Vehicles, % 40 00300 Mvmt Flow 6 0 5 262 0 0 Major/Minor Minor2 Major1 Conflicting Flow All 177 - 36 0 Stage 1 36 - - - Stage 2 141 - - - Critical Hdwy 7.6 - 4.1 - Critical Hdwy Stg 1 - - - - Critical Hdwy Stg 2 6.6 - - - Follow-up Hdwy 3.9 - 2.2 - Pot Cap-1 Maneuver 698 0 1588 - Stage 1 - 0 - - Stage 2 769 0 - - Platoon blocked, % - Mov Cap-1 Maneuver 658 - 1544 - Mov Cap-2 Maneuver 658 - - - Stage 1 - - - - Stage 2 748 - - - Approach EB NB HCM Control Delay, s 10.5 0.1 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 Capacity (veh/h) 1544 - 658 HCM Lane V/C Ratio 0.003 - 0.009 HCM Control Delay (s) 7.3 0 10.5 HCM Lane LOS A A B HCM 95th %tile Q(veh) 0 - 0 Page 234 of 284 P1.Page 539 of 589 HCM 6th TWSC 7: Church Street & 525 Church Street Garage Access 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2027 No-Build Conditions - Weekday AM Peak Hour Intersection Int Delay, s/veh 0.7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 21 319 0030 Future Vol, veh/h 21 319 0030 Conflicting Peds, #/hr 63 0 0 63 4 1 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 01080852480 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 69 69 69 69 69 69 Heavy Vehicles, % 0 40000 Mvmt Flow 30 462 0040 Major/Minor Major1 Minor2 Conflicting Flow All 63 0 358 - Stage 1 - - 63 - Stage 2 - - 295 - Critical Hdwy 4.1 - 6.8 - Critical Hdwy Stg 1 - - - - Critical Hdwy Stg 2 - - 5.8 - Follow-up Hdwy 2.2 - 3.5 - Pot Cap-1 Maneuver 1553 - 619 0 Stage 1 - - - 0 Stage 2 - - 736 0 Platoon blocked, % - Mov Cap-1 Maneuver 1478 - 546 - Mov Cap-2 Maneuver - - 546 - Stage 1 - - - - Stage 2 - - 701 - Approach EB SB HCM Control Delay, s 0.6 11.6 HCM LOS B Minor Lane/Major Mvmt EBL EBTSBLn1 Capacity (veh/h) 1478 - 546 HCM Lane V/C Ratio 0.021 - 0.008 HCM Control Delay (s) 7.5 0.1 11.6 HCM Lane LOS A A B HCM 95th %tile Q(veh) 0.1 - 0 Page 235 of 284 P1.Page 540 of 589 Capacity Analysis Summary Sheets No-Build Weekday Evening Peak Hour Conditions Page 236 of 284 P1.Page 541 of 589 Lanes, Volumes, Timings 1: Sherman Avenue & Clark Street 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2027 No-Build Conditions - Weekday PM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 60 87 35 163 000029444 Future Volume (vph) 0 0 60 87 35 163 000029444 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 11 11 11 11 11 11 11 11 11 11 11 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 45 Storage Lanes 0 1 1 0 0 0 0 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.84 0.68 0.53 Frt 0.865 0.876 0.850 Flt Protected 0.950 Satd. Flow (prot) 0 0 1542 1745 1068 000001837 1561 Flt Permitted 0.950 Satd. Flow (perm) 0 0 1542 1465 1068 000001837 823 Right Turn on Red Yes Yes Yes Yes Yes Satd. Flow (RTOR) 378 100 187 85 Link Speed (mph) 30 30 30 30 Link Distance (ft) 472 501 349 309 Travel Time (s) 10.7 11.4 7.9 7.0 Confl. Peds. (#/hr) 158 113 113 158 160 318 318 160 Confl. Bikes (#/hr) 2 7 7 24 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 0% 0% 3% 0% 5% 1% 0% 0% 0% 0% 0% 0% Bus Blockages (#/hr)000000000000 Parking (#/hr) Mid-Block Traffic (%) 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 69 100 227 0000033851 Turn Type Prot pm+pt NA NA Perm Protected Phases 9 1 4! 6 4! Permitted Phases 6 4 Detector Phase 9 1 4 6 4 4 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 Minimum Split (s) 9.0 24.0 23.0 23.0 Total Split (s) 24.0 24.0 42.0 42.0 Total Split (%) 26.7% 26.7% 46.7% 46.7% Yellow Time (s) 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 Lead/Lag Lead-Lag Optimize? Recall Mode Max Max Max Max Act Effct Green (s) 19.0 61.0 19.0 37.0 37.0 Actuated g/C Ratio 0.21 0.68 0.21 0.41 0.41 Page 237 of 284 P1.Page 542 of 589 Lanes, Volumes, Timings 1: Sherman Avenue & Clark Street 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2027 No-Build Conditions - Weekday PM Peak Hour Lane Group Ø1 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Lane Width (ft) Grade (%) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor Growth Factor Heavy Vehicles (%) Bus Blockages (#/hr) Parking (#/hr) Mid-Block Traffic (%) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 1 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 4.0 Minimum Split (s) 9.0 Total Split (s) 24.0 Total Split (%) 27% Yellow Time (s) 4.0 All-Red Time (s) 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Recall Mode Max Act Effct Green (s) Actuated g/C Ratio Page 238 of 284 P1.Page 543 of 589 Lanes, Volumes, Timings 1: Sherman Avenue & Clark Street 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2027 No-Build Conditions - Weekday PM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.11 0.08 0.61 0.45 0.13 Control Delay 0.4 1.2 15.7 21.5 2.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 0.4 1.2 15.7 21.5 2.2 LOS A A B C A Approach Delay 0.4 11.3 19.0 Approach LOS A B B Queue Length 50th (ft) 0 0 19 135 0 Queue Length 95th (ft) 0 13 85 201 8 Internal Link Dist (ft) 392 421 269 229 Turn Bay Length (ft)45 Base Capacity (vph) 623 1214 372 755 388 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.11 0.08 0.61 0.45 0.13 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2: and 6:WBTL, Start of Green Natural Cycle: 60 Control Type: Pretimed Maximum v/c Ratio: 0.61 Intersection Signal Delay: 14.1 Intersection LOS: B Intersection Capacity Utilization 42.8% ICU Level of Service A Analysis Period (min) 15 ! Phase conflict between lane groups. Splits and Phases: 1: Sherman Avenue & Clark Street Page 239 of 284 P1.Page 544 of 589 Lanes, Volumes, Timings 1: Sherman Avenue & Clark Street 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2027 No-Build Conditions - Weekday PM Peak Hour Lane Group Ø1 v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary Page 240 of 284 P1.Page 545 of 589 Lanes, Volumes, Timings 2: Orrington Avenue & Church Street 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2027 No-Build Conditions - Weekday PM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 164 509 00000201144000 Future Volume (vph) 164 509 00000201144000 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 11 11 11 11 11 11 11 11 11 11 11 Grade (%) 0% 0% 0% 0% Storage Length (ft) 40 0 0 0 0 70 0 0 Storage Lanes 1 0 0 0 0 1 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 1.00 1.00 Ped Bike Factor 0.89 0.87 Frt 0.850 Flt Protected 0.950 Satd. Flow (prot) 1745 3250 000003250 1531 0 0 0 Flt Permitted 0.950 Satd. Flow (perm) 1552 3250 000003250 1334 0 0 0 Right Turn on Red Yes Yes Yes Yes Yes Satd. Flow (RTOR) 176 84 Link Speed (mph) 30 30 30 30 Link Distance (ft) 431 556 604 449 Travel Time (s) 9.8 12.6 13.7 10.2 Confl. Peds. (#/hr) 205 263 263 205 73 114 114 73 Confl. Bikes (#/hr) 35 8 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 0% 2% 0% 0% 0% 0% 0% 2% 2% 0% 0% 0% Bus Blockages (#/hr)000000000000 Parking (#/hr)0000 Mid-Block Traffic (%) 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 176 547 00000216155000 Turn Type Perm NA NA Perm Protected Phases 4 2 Permitted Phases 4 2 Detector Phase 4 4 2 2 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 Minimum Split (s) 44.0 44.0 26.0 26.0 Total Split (s) 44.0 44.0 26.0 26.0 Total Split (%) 62.9% 62.9% 37.1% 37.1% Yellow Time (s) 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 Lead/Lag Lead-Lag Optimize? Recall Mode Max Max Max Max Act Effct Green (s) 39.0 39.0 21.0 21.0 Actuated g/C Ratio 0.56 0.56 0.30 0.30 Page 241 of 284 P1.Page 546 of 589 Lanes, Volumes, Timings 2: Orrington Avenue & Church Street 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2027 No-Build Conditions - Weekday PM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.19 0.30 0.22 0.34 Control Delay 1.9 8.8 19.1 11.9 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 1.9 8.8 19.1 11.9 LOS AA BB Approach Delay 7.1 16.1 Approach LOS A B Queue Length 50th (ft) 0 60 36 22 Queue Length 95th (ft) 23 87 61 66 Internal Link Dist (ft) 351 476 524 369 Turn Bay Length (ft) 40 70 Base Capacity (vph) 942 1810 975 459 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.19 0.30 0.22 0.34 Intersection Summary Area Type: Other Cycle Length: 70 Actuated Cycle Length: 70 Offset: 0 (0%), Referenced to phase 2:NBT and 6:, Start of Green Natural Cycle: 70 Control Type: Pretimed Maximum v/c Ratio: 0.34 Intersection Signal Delay: 10.2 Intersection LOS: B Intersection Capacity Utilization 58.3% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 2: Orrington Avenue & Church Street Page 242 of 284 P1.Page 547 of 589 Lanes, Volumes, Timings 3: Chicago Avenue & Church Street 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2027 No-Build Conditions - Weekday PM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 58 399 196 000027065413550 Future Volume (vph) 58 399 196 000027065413550 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 11 11 11 11 11 11 11 11 11 11 11 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 50 0 0 Storage Lanes 0 0 0 0 0 1 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.86 1.00 Frt 0.955 0.850 Flt Protected 0.996 0.995 Satd. Flow (prot) 0 2753 000001637 1561 0 1609 0 Flt Permitted 0.996 0.946 Satd. Flow (perm) 0 2690 000001637 1561 0 1525 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 60 50 Link Speed (mph) 30 30 30 30 Link Distance (ft) 556 228 291 542 Travel Time (s) 12.6 5.2 6.6 12.3 Confl. Peds. (#/hr) 142 196 196 142 399 92 92 399 Confl. Bikes (#/hr) 21 2 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 6% 0% 2% 0% 0% 0% 0% 1% 0% 4% 2% 0% Bus Blockages (#/hr)000000000000 Parking (#/hr) 0 0 0 Mid-Block Traffic (%) 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 0 680 000002816804130 Turn Type Perm NA NA custom Perm NA Protected Phases 10 2 6 6 2 6 Permitted Phases 10 2 6 Detector Phase 10 10 2 6 6 2 6 2 6 Switch Phase Minimum Initial (s) 30.0 30.0 24.0 Minimum Split (s) 36.0 36.0 30.0 Total Split (s) 36.0 36.0 30.0 Total Split (%) 32.7% 32.7% 27.3% Yellow Time (s) 4.5 4.5 4.5 All-Red Time (s) 1.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 Total Lost Time (s) 6.0 6.0 Lead/Lag Lead-Lag Optimize? Recall Mode Max Max None Act Effct Green (s) 30.0 72.0 24.0 72.0 Actuated g/C Ratio 0.27 0.65 0.22 0.65 Page 243 of 284 P1.Page 548 of 589 Lanes, Volumes, Timings 3: Chicago Avenue & Church Street 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2027 No-Build Conditions - Weekday PM Peak Hour Lane Group Ø2 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Lane Width (ft) Grade (%) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor Growth Factor Heavy Vehicles (%) Bus Blockages (#/hr) Parking (#/hr) Mid-Block Traffic (%) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 2 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 4.0 Minimum Split (s) 44.0 Total Split (s) 44.0 Total Split (%) 40% Yellow Time (s) 2.0 All-Red Time (s) 0.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Recall Mode C-Max Act Effct Green (s) Actuated g/C Ratio Page 244 of 284 P1.Page 549 of 589 Lanes, Volumes, Timings 3: Chicago Avenue & Church Street 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2027 No-Build Conditions - Weekday PM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.88 0.26 0.18 0.41 Control Delay 48.5 8.7 15.3 10.5 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 48.5 8.7 15.3 10.5 LOS D A B B Approach Delay 48.5 10.0 10.5 Approach LOS D A B Queue Length 50th (ft) 222 75 10 126 Queue Length 95th (ft) #327 116 47 188 Internal Link Dist (ft) 476 148 211 462 Turn Bay Length (ft)50 Base Capacity (vph) 777 1071 379 998 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.88 0.26 0.18 0.41 Intersection Summary Area Type: Other Cycle Length: 110 Actuated Cycle Length: 110 Offset: 0 (0%), Referenced to phase 2:NBSB, Start of Green Natural Cycle: 110 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.88 Intersection Signal Delay: 28.3 Intersection LOS: C Intersection Capacity Utilization 79.3% ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3: Chicago Avenue & Church Street Page 245 of 284 P1.Page 550 of 589 Lanes, Volumes, Timings 3: Chicago Avenue & Church Street 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2027 No-Build Conditions - Weekday PM Peak Hour Lane Group Ø2 v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary Page 246 of 284 P1.Page 551 of 589 HCM 6th AWSC 4: Orrington Avenue & Clark Street & Elgin Road 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2027 No-Build Conditions - Weekday PM Peak Hour Intersection Intersection Delay, s/veh 14.7 Intersection LOS B Movement EBL EBT EBR WBL WBT WBR NBL NBR SEL SER Lane Configurations Traffic Vol, veh/h 000003970811600 Future Vol, veh/h 000003970811600 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles, %0000020750 Mvmt Flow 000004360891760 Number of Lanes 0000010110 Approach WB SE Opposing Approach Opposing Lanes 0 0 Conflicting Approach Left NB WB Conflicting Lanes Left 2 1 Conflicting Approach Right SE NB Conflicting Lanes Right 1 2 HCM Control Delay 15.2 11.6 HCM LOS C B Lane NBLn1 NBLn2 WBLn1 SELn1 Vol Left, % 100% 0% 0% 100% Vol Thru, % 0% 0% 0% 0% Vol Right, % 0% 100% 100% 0% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 285 81 397 160 LT Vol 285 0 0 160 Through Vol 0000 RT Vol 0 81 397 0 Lane Flow Rate 313 89 436 176 Geometry Grp 7722 Degree of Util (X) 0.565 0.132 0.603 0.294 Departure Headway (Hd) 6.498 5.349 4.979 6.013 Convergence, Y/N Yes Yes Yes Yes Cap 554 668 729 596 Service Time 4.243 3.094 2.979 4.066 HCM Lane V/C Ratio 0.565 0.133 0.598 0.295 HCM Control Delay 17.4 8.9 15.2 11.6 HCM Lane LOS C A C B HCM 95th-tile Q 3.5 0.5 4.1 1.2 Page 247 of 284 P1.Page 552 of 589 HCM 6th AWSC 5: Hinman Avenue & Church Street 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2027 No-Build Conditions - Weekday PM Peak Hour Intersection Intersection Delay, s/veh 11.5 Intersection LOS B Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 28 338 114 00006337151110 Future Vol, veh/h 28 338 114 00006337151110 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles, %011000010000 Mvmt Flow 29 352 119 00006639161160 Number of Lanes 011000010010 Approach EB NB SB Opposing Approach SB NB Opposing Lanes 0 1 1 Conflicting Approach Left SB EB Conflicting Lanes Left 1 2 0 Conflicting Approach Right NB EB Conflicting Lanes Right 1 0 2 HCM Control Delay 12.5 9 9.5 HCM LOS B A A Lane NBLn1 EBLn1 EBLn2 SBLn1 Vol Left, % 0% 8% 0% 12% Vol Thru, % 63% 92% 0% 88% Vol Right, % 37% 0% 100% 0% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 100 366 114 126 LT Vol 0 28 0 15 Through Vol 63 338 0 111 RT Vol 37 0 114 0 Lane Flow Rate 104 381 119 131 Geometry Grp 2772 Degree of Util (X) 0.146 0.543 0.145 0.19 Departure Headway (Hd) 5.034 5.129 4.404 5.218 Convergence, Y/N Yes Yes Yes Yes Cap 708 702 810 685 Service Time 3.09 2.879 2.154 3.273 HCM Lane V/C Ratio 0.147 0.543 0.147 0.191 HCM Control Delay 9 13.9 7.9 9.5 HCM Lane LOS ABAA HCM 95th-tile Q 0.5 3.3 0.5 0.7 Page 248 of 284 P1.Page 553 of 589 HCM 6th TWSC 6: Orrington Avenue & Alley 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2027 No-Build Conditions - Weekday PM Peak Hour Intersection Int Delay, s/veh 0.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 2 0 1 364 0 0 Future Vol, veh/h 2 0 1 364 0 0 Conflicting Peds, #/hr 73 00000 Sign Control Stop Stop Free Free Stop Stop RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 01081872384 - Grade, % 0 - - 0 0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 0 00200 Mvmt Flow 2 0 1 400 0 0 Major/Minor Minor2 Major1 Conflicting Flow All 275 - 0 0 Stage 1 0 - - - Stage 2 275 - - - Critical Hdwy 6.8 - 4.1 - Critical Hdwy Stg 1 - - - - Critical Hdwy Stg 2 5.8 - - - Follow-up Hdwy 3.5 - 2.2 - Pot Cap-1 Maneuver 697 0 - - Stage 1 - 0 - - Stage 2 753 0 - - Platoon blocked, % - Mov Cap-1 Maneuver 697 - - - Mov Cap-2 Maneuver 697 - - - Stage 1 - - - - Stage 2 753 - - - Approach EB NB HCM Control Delay, s 10.2 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 Capacity (veh/h) - - 697 HCM Lane V/C Ratio - - 0.003 HCM Control Delay (s) - - 10.2 HCM Lane LOS - - B HCM 95th %tile Q(veh) - - 0 Page 249 of 284 P1.Page 554 of 589 HCM 6th TWSC 7: Church Street & 525 Church Street Garage Access 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2027 No-Build Conditions - Weekday PM Peak Hour Intersection Int Delay, s/veh 0.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 18 487 0 0 19 0 Future Vol, veh/h 18 487 0 0 19 0 Conflicting Peds, #/hr 105 00010 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 01080852480 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 96 96 96 96 96 96 Heavy Vehicles, % 0 10000 Mvmt Flow 19 507 0 0 20 0 Major/Minor Major1 Minor2 Conflicting Flow All 105 0 398 - Stage 1 - - 105 - Stage 2 - - 293 - Critical Hdwy 4.1 - 6.8 - Critical Hdwy Stg 1 - - - - Critical Hdwy Stg 2 - - 5.8 - Follow-up Hdwy 2.2 - 3.5 - Pot Cap-1 Maneuver 1499 - 585 0 Stage 1 - - - 0 Stage 2 - - 737 0 Platoon blocked, % - Mov Cap-1 Maneuver 1379 - 486 - Mov Cap-2 Maneuver - - 486 - Stage 1 - - - - Stage 2 - - 678 - Approach EB SB HCM Control Delay, s 0.4 12.7 HCM LOS B Minor Lane/Major Mvmt EBL EBTSBLn1 Capacity (veh/h) 1379 - 486 HCM Lane V/C Ratio 0.014 - 0.041 HCM Control Delay (s) 7.6 0.1 12.7 HCM Lane LOS A A B HCM 95th %tile Q(veh) 0 - 0.1 Page 250 of 284 P1.Page 555 of 589 Capacity Analysis Summary Sheets Projected Weekday Morning Peak Hour Conditions Page 251 of 284 P1.Page 556 of 589 Lanes, Volumes, Timings 1: Sherman Avenue & Clark Street 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2027 Projected Conditions - Weekday PM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 60 87 38 171 000029444 Future Volume (vph) 0 0 60 87 38 171 000029444 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 11 11 11 11 11 11 11 11 11 11 11 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 45 Storage Lanes 0 1 1 0 0 0 0 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.84 0.68 0.53 Frt 0.865 0.877 0.850 Flt Protected 0.950 Satd. Flow (prot) 0 0 1542 1745 1073 000001837 1561 Flt Permitted 0.950 Satd. Flow (perm) 0 0 1542 1465 1073 000001837 823 Right Turn on Red Yes Yes Yes Yes Yes Satd. Flow (RTOR) 378 100 197 85 Link Speed (mph) 30 30 30 30 Link Distance (ft) 472 501 349 309 Travel Time (s) 10.7 11.4 7.9 7.0 Confl. Peds. (#/hr) 158 113 113 158 160 318 318 160 Confl. Bikes (#/hr) 2 7 7 24 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 0% 0% 3% 0% 5% 1% 0% 0% 0% 0% 0% 0% Bus Blockages (#/hr)000000000000 Parking (#/hr) Mid-Block Traffic (%) 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 69 100 241 0000033851 Turn Type Prot pm+pt NA NA Perm Protected Phases 9 1 4! 6 4! Permitted Phases 6 4 Detector Phase 9 1 4 6 4 4 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 Minimum Split (s) 9.0 24.0 23.0 23.0 Total Split (s) 24.0 24.0 42.0 42.0 Total Split (%) 26.7% 26.7% 46.7% 46.7% Yellow Time (s) 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 Lead/Lag Lead-Lag Optimize? Recall Mode Max Max Max Max Act Effct Green (s) 19.0 61.0 19.0 37.0 37.0 Actuated g/C Ratio 0.21 0.68 0.21 0.41 0.41 Page 252 of 284 P1.Page 557 of 589 Lanes, Volumes, Timings 1: Sherman Avenue & Clark Street 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2027 Projected Conditions - Weekday PM Peak Hour Lane Group Ø1 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Lane Width (ft) Grade (%) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor Growth Factor Heavy Vehicles (%) Bus Blockages (#/hr) Parking (#/hr) Mid-Block Traffic (%) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 1 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 4.0 Minimum Split (s) 9.0 Total Split (s) 24.0 Total Split (%) 27% Yellow Time (s) 4.0 All-Red Time (s) 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Recall Mode Max Act Effct Green (s) Actuated g/C Ratio Page 253 of 284 P1.Page 558 of 589 Lanes, Volumes, Timings 1: Sherman Avenue & Clark Street 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2027 Projected Conditions - Weekday PM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.11 0.08 0.63 0.45 0.13 Control Delay 0.4 1.2 16.2 21.5 2.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 0.4 1.2 16.2 21.5 2.2 LOS A A B C A Approach Delay 0.4 11.8 19.0 Approach LOS A B B Queue Length 50th (ft) 0 0 21 135 0 Queue Length 95th (ft) 0 13 91 201 8 Internal Link Dist (ft) 392 421 269 229 Turn Bay Length (ft)45 Base Capacity (vph) 623 1214 381 755 388 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.11 0.08 0.63 0.45 0.13 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2: and 6:WBTL, Start of Green Natural Cycle: 60 Control Type: Pretimed Maximum v/c Ratio: 0.63 Intersection Signal Delay: 14.3 Intersection LOS: B Intersection Capacity Utilization 42.8% ICU Level of Service A Analysis Period (min) 15 ! Phase conflict between lane groups. Splits and Phases: 1: Sherman Avenue & Clark Street Page 254 of 284 P1.Page 559 of 589 Lanes, Volumes, Timings 1: Sherman Avenue & Clark Street 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2027 Projected Conditions - Weekday PM Peak Hour Lane Group Ø1 v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary Page 255 of 284 P1.Page 560 of 589 Lanes, Volumes, Timings 2: Orrington Avenue & Church Street 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2027 Projected Conditions - Weekday PM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 166 512 00000203145000 Future Volume (vph) 166 512 00000203145000 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 11 11 11 11 11 11 11 11 11 11 11 Grade (%) 0% 0% 0% 0% Storage Length (ft) 40 0 0 0 0 70 0 0 Storage Lanes 1 0 0 0 0 1 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 1.00 1.00 Ped Bike Factor 0.89 0.87 Frt 0.850 Flt Protected 0.950 Satd. Flow (prot) 1745 3250 000003250 1531 0 0 0 Flt Permitted 0.950 Satd. Flow (perm) 1552 3250 000003250 1334 0 0 0 Right Turn on Red Yes Yes Yes Yes Yes Satd. Flow (RTOR) 178 83 Link Speed (mph) 30 30 30 30 Link Distance (ft) 431 556 604 449 Travel Time (s) 9.8 12.6 13.7 10.2 Confl. Peds. (#/hr) 205 263 263 205 73 114 114 73 Confl. Bikes (#/hr) 35 8 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 0% 2% 0% 0% 0% 0% 0% 2% 2% 0% 0% 0% Bus Blockages (#/hr)000000000000 Parking (#/hr)0000 Mid-Block Traffic (%) 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 178 551 00000218156000 Turn Type Perm NA NA Perm Protected Phases 4 2 Permitted Phases 4 2 Detector Phase 4 4 2 2 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 Minimum Split (s) 44.0 44.0 26.0 26.0 Total Split (s) 44.0 44.0 26.0 26.0 Total Split (%) 62.9% 62.9% 37.1% 37.1% Yellow Time (s) 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 Lead/Lag Lead-Lag Optimize? Recall Mode Max Max Max Max Act Effct Green (s) 39.0 39.0 21.0 21.0 Actuated g/C Ratio 0.56 0.56 0.30 0.30 Page 256 of 284 P1.Page 561 of 589 Lanes, Volumes, Timings 2: Orrington Avenue & Church Street 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2027 Projected Conditions - Weekday PM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.19 0.30 0.22 0.34 Control Delay 1.9 8.8 19.2 12.1 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 1.9 8.8 19.2 12.1 LOS AA BB Approach Delay 7.1 16.2 Approach LOS A B Queue Length 50th (ft) 0 60 36 23 Queue Length 95th (ft) 23 88 62 67 Internal Link Dist (ft) 351 476 524 369 Turn Bay Length (ft) 40 70 Base Capacity (vph) 943 1810 975 458 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.19 0.30 0.22 0.34 Intersection Summary Area Type: Other Cycle Length: 70 Actuated Cycle Length: 70 Offset: 0 (0%), Referenced to phase 2:NBT and 6:, Start of Green Natural Cycle: 70 Control Type: Pretimed Maximum v/c Ratio: 0.34 Intersection Signal Delay: 10.2 Intersection LOS: B Intersection Capacity Utilization 58.3% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 2: Orrington Avenue & Church Street Page 257 of 284 P1.Page 562 of 589 Lanes, Volumes, Timings 3: Chicago Avenue & Church Street 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2027 Projected Conditions - Weekday PM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 58 403 196 000027067433550 Future Volume (vph) 58 403 196 000027067433550 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 11 11 11 11 11 11 11 11 11 11 11 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 50 0 0 Storage Lanes 0 0 0 0 0 1 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.86 1.00 Frt 0.955 0.850 Flt Protected 0.996 0.995 Satd. Flow (prot) 0 2755 000001637 1561 0 1609 0 Flt Permitted 0.996 0.943 Satd. Flow (perm) 0 2692 000001637 1561 0 1520 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 59 50 Link Speed (mph) 30 30 30 30 Link Distance (ft) 556 228 291 542 Travel Time (s) 12.6 5.2 6.6 12.3 Confl. Peds. (#/hr) 142 196 196 142 399 92 92 399 Confl. Bikes (#/hr) 21 2 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 6% 0% 2% 0% 0% 0% 0% 1% 0% 4% 2% 0% Bus Blockages (#/hr)000000000000 Parking (#/hr) 0 0 0 Mid-Block Traffic (%) 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 0 684 000002817004150 Turn Type Perm NA NA custom Perm NA Protected Phases 10 2 6 6 2 6 Permitted Phases 10 2 6 Detector Phase 10 10 2 6 6 2 6 2 6 Switch Phase Minimum Initial (s) 30.0 30.0 24.0 Minimum Split (s) 36.0 36.0 30.0 Total Split (s) 36.0 36.0 30.0 Total Split (%) 32.7% 32.7% 27.3% Yellow Time (s) 4.5 4.5 4.5 All-Red Time (s) 1.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 Total Lost Time (s) 6.0 6.0 Lead/Lag Lead-Lag Optimize? Recall Mode Max Max None Act Effct Green (s) 30.0 72.0 24.0 72.0 Actuated g/C Ratio 0.27 0.65 0.22 0.65 Page 258 of 284 P1.Page 563 of 589 Lanes, Volumes, Timings 3: Chicago Avenue & Church Street 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2027 Projected Conditions - Weekday PM Peak Hour Lane Group Ø2 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Lane Width (ft) Grade (%) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor Growth Factor Heavy Vehicles (%) Bus Blockages (#/hr) Parking (#/hr) Mid-Block Traffic (%) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 2 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 4.0 Minimum Split (s) 44.0 Total Split (s) 44.0 Total Split (%) 40% Yellow Time (s) 2.0 All-Red Time (s) 0.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Recall Mode C-Max Act Effct Green (s) Actuated g/C Ratio Page 259 of 284 P1.Page 564 of 589 Lanes, Volumes, Timings 3: Chicago Avenue & Church Street 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2027 Projected Conditions - Weekday PM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.88 0.26 0.18 0.42 Control Delay 49.1 8.7 15.7 10.6 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 49.1 8.7 15.7 10.6 LOS D A B B Approach Delay 49.1 10.1 10.6 Approach LOS D B B Queue Length 50th (ft) 225 75 11 127 Queue Length 95th (ft) #331 116 49 189 Internal Link Dist (ft) 476 148 211 462 Turn Bay Length (ft)50 Base Capacity (vph) 777 1071 379 994 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.88 0.26 0.18 0.42 Intersection Summary Area Type: Other Cycle Length: 110 Actuated Cycle Length: 110 Offset: 0 (0%), Referenced to phase 2:NBSB, Start of Green Natural Cycle: 110 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.88 Intersection Signal Delay: 28.7 Intersection LOS: C Intersection Capacity Utilization 79.4% ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3: Chicago Avenue & Church Street Page 260 of 284 P1.Page 565 of 589 Lanes, Volumes, Timings 3: Chicago Avenue & Church Street 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2027 Projected Conditions - Weekday PM Peak Hour Lane Group Ø2 v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary Page 261 of 284 P1.Page 566 of 589 HCM 6th AWSC 4: Orrington Avenue & Clark Street & Elgin Road 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2027 Projected Conditions - Weekday AM Peak Hour Intersection Intersection Delay, s/veh 10.9 Intersection LOS B Movement EBL EBT EBR WBL WBT WBR NBL NBR SEL SER Lane Configurations Traffic Vol, veh/h 000002950731750 Future Vol, veh/h 000002950731750 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Heavy Vehicles, %0000050730 Mvmt Flow 000003430852030 Number of Lanes 0000010110 Approach WB SE Opposing Approach Opposing Lanes 0 0 Conflicting Approach Left NB WB Conflicting Lanes Left 2 1 Conflicting Approach Right SE NB Conflicting Lanes Right 1 2 HCM Control Delay 11.2 10.8 HCM LOS B B Lane NBLn1 NBLn2 WBLn1 SELn1 Vol Left, % 100% 0% 0% 100% Vol Thru, % 0% 0% 0% 0% Vol Right, % 0% 100% 100% 0% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 161 73 295 175 LT Vol 161 0 0 175 Through Vol 0000 RT Vol 0 73 295 0 Lane Flow Rate 187 85 343 203 Geometry Grp 7722 Degree of Util (X) 0.322 0.119 0.437 0.307 Departure Headway (Hd) 6.198 5.036 4.586 5.424 Convergence, Y/N Yes Yes Yes Yes Cap 582 716 775 665 Service Time 3.904 2.742 2.671 3.431 HCM Lane V/C Ratio 0.321 0.119 0.443 0.305 HCM Control Delay 11.8 8.4 11.2 10.8 HCM Lane LOS BABB HCM 95th-tile Q 1.4 0.4 2.2 1.3 Page 262 of 284 P1.Page 567 of 589 HCM 6th AWSC 5: Hinman Avenue & Church Street 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2027 Projected Conditions - Weekday AM Peak Hour Intersection Intersection Delay, s/veh 9.7 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 26 226 76 000059208650 Future Vol, veh/h 26 226 76 000059208650 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Heavy Vehicles, %0510000010000 Mvmt Flow 30 263 88 000069239760 Number of Lanes 011000010010 Approach EB NB SB Opposing Approach SB NB Opposing Lanes 0 1 1 Conflicting Approach Left SB EB Conflicting Lanes Left 1 2 0 Conflicting Approach Right NB EB Conflicting Lanes Right 1 0 2 HCM Control Delay 10.3 8.4 8.6 HCM LOS B A A Lane NBLn1 EBLn1 EBLn2 SBLn1 Vol Left, % 0% 10% 0% 11% Vol Thru, % 75% 90% 0% 89% Vol Right, % 25% 0% 100% 0% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 79 252 76 73 LT Vol 0 26 0 8 Through Vol 59 226 0 65 RT Vol 20 0 76 0 Lane Flow Rate 92 293 88 85 Geometry Grp 2772 Degree of Util (X) 0.121 0.405 0.106 0.116 Departure Headway (Hd) 4.751 4.979 4.31 4.93 Convergence, Y/N Yes Yes Yes Yes Cap 754 724 832 727 Service Time 2.78 2.707 2.038 2.96 HCM Lane V/C Ratio 0.122 0.405 0.106 0.117 HCM Control Delay 8.4 11.1 7.6 8.6 HCM Lane LOS ABAA HCM 95th-tile Q 0.4 2 0.4 0.4 Page 263 of 284 P1.Page 568 of 589 HCM 6th TWSC 6: Orrington Avenue & Alley 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2027 Projected Conditions - Weekday AM Peak Hour Intersection Int Delay, s/veh 1.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 9 0 27 225 0 0 Future Vol, veh/h 9 0 27 225 0 0 Conflicting Peds, #/hr 0 0 36 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 01081872384 - Grade, % 0 - - 0 0 - Peak Hour Factor 86 86 86 86 86 86 Heavy Vehicles, % 40 00300 Mvmt Flow 10 0 31 262 0 0 Major/Minor Minor2 Major1 Conflicting Flow All 229 - 36 0 Stage 1 36 - - - Stage 2 193 - - - Critical Hdwy 7.6 - 4.1 - Critical Hdwy Stg 1 - - - - Critical Hdwy Stg 2 6.6 - - - Follow-up Hdwy 3.9 - 2.2 - Pot Cap-1 Maneuver 643 0 1588 - Stage 1 - 0 - - Stage 2 718 0 - - Platoon blocked, % - Mov Cap-1 Maneuver 595 - 1544 - Mov Cap-2 Maneuver 595 - - - Stage 1 - - - - Stage 2 699 - - - Approach EB NB HCM Control Delay, s 11.2 0.9 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 Capacity (veh/h) 1544 - 595 HCM Lane V/C Ratio 0.02 - 0.018 HCM Control Delay (s) 7.4 0.1 11.2 HCM Lane LOS A A B HCM 95th %tile Q(veh) 0.1 - 0.1 Page 264 of 284 P1.Page 569 of 589 HCM 6th TWSC 7: Church Street & 525 Church Street Garage Access 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2027 Projected Conditions - Weekday AM Peak Hour Intersection Int Delay, s/veh 1.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 63 319 0 0 12 0 Future Vol, veh/h 63 319 0 0 12 0 Conflicting Peds, #/hr 63 0 0 63 4 1 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 01080852480 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 69 69 69 69 69 69 Heavy Vehicles, % 0 40000 Mvmt Flow 91 462 0 0 17 0 Major/Minor Major1 Minor2 Conflicting Flow All 63 0 480 - Stage 1 - - 63 - Stage 2 - - 417 - Critical Hdwy 4.1 - 6.8 - Critical Hdwy Stg 1 - - - - Critical Hdwy Stg 2 - - 5.8 - Follow-up Hdwy 2.2 - 3.5 - Pot Cap-1 Maneuver 1553 - 520 0 Stage 1 - - - 0 Stage 2 - - 639 0 Platoon blocked, % - Mov Cap-1 Maneuver 1478 - 432 - Mov Cap-2 Maneuver - - 432 - Stage 1 - - - - Stage 2 - - 608 - Approach EB SB HCM Control Delay, s 1.4 13.7 HCM LOS B Minor Lane/Major Mvmt EBL EBTSBLn1 Capacity (veh/h) 1478 - 432 HCM Lane V/C Ratio 0.062 - 0.04 HCM Control Delay (s) 7.6 0.2 13.7 HCM Lane LOS A A B HCM 95th %tile Q(veh) 0.2 - 0.1 Page 265 of 284 P1.Page 570 of 589 Capacity Analysis Summary Sheets Projected Weekday Evening Peak Hour Conditions Page 266 of 284 P1.Page 571 of 589 Lanes, Volumes, Timings 1: Sherman Avenue & Clark Street 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2027 Projected Conditions - Weekday PM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 25 87 38 171 000021223 Future Volume (vph) 0 0 25 87 38 171 000021223 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 11 11 11 11 11 11 11 11 11 11 11 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 45 Storage Lanes 0 1 1 0 0 0 0 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.91 0.87 0.67 Frt 0.865 0.877 0.850 Flt Protected 0.950 Satd. Flow (prot) 0 0 1375 1745 1193 000001749 1351 Flt Permitted 0.950 Satd. Flow (perm) 0 0 1375 1589 1193 000001749 899 Right Turn on Red Yes Yes Yes Yes Yes Satd. Flow (RTOR) 417 112 219 85 Link Speed (mph) 30 30 30 30 Link Distance (ft) 472 501 349 309 Travel Time (s) 10.7 11.4 7.9 7.0 Confl. Peds. (#/hr) 63 66 66 63 114 114 Confl. Bikes (#/hr) Peak Hour Factor 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 0% 0% 4% 0% 0% 7% 0% 0% 0% 0% 5% 4% Bus Blockages (#/hr)000000000000 Parking (#/hr) 0 0 0 Mid-Block Traffic (%) 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 32 112 268 0000027229 Turn Type Prot pm+pt NA NA Perm Protected Phases 9 1 4! 6 4! Permitted Phases 6 4 Detector Phase 9 1 4 6 4 4 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 Minimum Split (s) 9.0 25.0 25.0 25.0 Total Split (s) 30.0 25.0 35.0 35.0 Total Split (%) 33.3% 27.8% 38.9% 38.9% Yellow Time (s) 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 Lead/Lag Lead-Lag Optimize? Recall Mode Max Max Max Max Act Effct Green (s) 25.0 55.0 20.0 30.0 30.0 Actuated g/C Ratio 0.28 0.61 0.22 0.33 0.33 Page 267 of 284 P1.Page 572 of 589 Lanes, Volumes, Timings 1: Sherman Avenue & Clark Street 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2027 Projected Conditions - Weekday PM Peak Hour Lane Group Ø1 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Lane Width (ft) Grade (%) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor Growth Factor Heavy Vehicles (%) Bus Blockages (#/hr) Parking (#/hr) Mid-Block Traffic (%) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 1 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 4.0 Minimum Split (s) 9.0 Total Split (s) 25.0 Total Split (%) 28% Yellow Time (s) 4.0 All-Red Time (s) 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Recall Mode Max Act Effct Green (s) Actuated g/C Ratio Page 268 of 284 P1.Page 573 of 589 Lanes, Volumes, Timings 1: Sherman Avenue & Clark Street 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2027 Projected Conditions - Weekday PM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.05 0.10 0.62 0.47 0.08 Control Delay 0.1 1.7 14.3 26.9 0.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 0.1 1.7 14.3 26.9 0.4 LOS A A B C A Approach Delay 0.1 10.6 24.4 Approach LOS A B C Queue Length 50th (ft) 0 0 23 121 0 Queue Length 95th (ft) 0 13 64 162 0 Internal Link Dist (ft) 392 421 269 229 Turn Bay Length (ft)45 Base Capacity (vph) 683 1109 435 583 356 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.05 0.10 0.62 0.47 0.08 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 1:WBL and 6:WBTL, Start of Green Natural Cycle: 60 Control Type: Pretimed Maximum v/c Ratio: 0.62 Intersection Signal Delay: 15.9 Intersection LOS: B Intersection Capacity Utilization 38.3% ICU Level of Service A Analysis Period (min) 15 ! Phase conflict between lane groups. Splits and Phases: 1: Sherman Avenue & Clark Street Page 269 of 284 P1.Page 574 of 589 Lanes, Volumes, Timings 1: Sherman Avenue & Clark Street 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2027 Projected Conditions - Weekday PM Peak Hour Lane Group Ø1 v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary Page 270 of 284 P1.Page 575 of 589 Lanes, Volumes, Timings 2: Orrington Avenue & Church Street 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2027 Projected Conditions - Weekday PM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 166 512 00000203145000 Future Volume (vph) 166 512 00000203145000 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 11 11 11 11 11 11 11 11 11 11 11 Grade (%) 0% 0% 0% 0% Storage Length (ft) 40 0 0 0 0 70 0 0 Storage Lanes 1 0 0 0 0 1 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 1.00 1.00 Ped Bike Factor 0.98 0.94 Frt 0.850 Flt Protected 0.950 Satd. Flow (prot) 1711 3188 000003219 1531 0 0 0 Flt Permitted 0.950 Satd. Flow (perm) 1669 3188 000003219 1443 0 0 0 Right Turn on Red Yes Yes Yes Yes Yes Satd. Flow (RTOR) 186 149 Link Speed (mph) 30 30 30 30 Link Distance (ft) 431 556 604 449 Travel Time (s) 9.8 12.6 13.7 10.2 Confl. Peds. (#/hr) 45 110 110 45 36 46 46 36 Confl. Bikes (#/hr) 37 Peak Hour Factor 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 4% 0% 0% 0% 0% 0% 3% 2% 0% 0% 0% Bus Blockages (#/hr)000000000000 Parking (#/hr)0000 Mid-Block Traffic (%) 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 202 624 00000248177000 Turn Type Perm NA NA Perm Protected Phases 4 2 Permitted Phases 4 2 Detector Phase 4 4 2 2 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 Minimum Split (s) 44.0 44.0 26.0 26.0 Total Split (s) 44.0 44.0 26.0 26.0 Total Split (%) 62.9% 62.9% 37.1% 37.1% Yellow Time (s) 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 Lead/Lag Lead-Lag Optimize? Recall Mode Max Max Max Max Act Effct Green (s) 39.0 39.0 21.0 21.0 Actuated g/C Ratio 0.56 0.56 0.30 0.30 Page 271 of 284 P1.Page 576 of 589 Lanes, Volumes, Timings 2: Orrington Avenue & Church Street 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2027 Projected Conditions - Weekday PM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.20 0.35 0.26 0.33 Control Delay 2.2 9.2 19.5 7.1 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 2.2 9.2 19.5 7.1 LOS AA BA Approach Delay 7.5 14.3 Approach LOS A B Queue Length 50th (ft) 3 71 42 9 Queue Length 95th (ft) 22 90 63 41 Internal Link Dist (ft) 351 476 524 369 Turn Bay Length (ft) 40 70 Base Capacity (vph) 1012 1776 965 537 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.20 0.35 0.26 0.33 Intersection Summary Area Type: Other Cycle Length: 70 Actuated Cycle Length: 70 Offset: 0 (0%), Referenced to phase 2:NBT and 6:, Start of Green Natural Cycle: 70 Control Type: Pretimed Maximum v/c Ratio: 0.35 Intersection Signal Delay: 9.8 Intersection LOS: A Intersection Capacity Utilization 58.3% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 2: Orrington Avenue & Church Street Page 272 of 284 P1.Page 577 of 589 Lanes, Volumes, Timings 3: Chicago Avenue & Church Street 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2027 Projected Conditions - Weekday PM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 58 403 196 000027067433550 Future Volume (vph) 58 403 196 000027067433550 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 11 11 11 11 11 11 11 11 11 11 11 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 50 0 0 Storage Lanes 0 0 0 0 0 1 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.94 1.00 Frt 0.955 0.850 Flt Protected 0.996 0.995 Satd. Flow (prot) 0 2891 000001621 1516 0 1530 0 Flt Permitted 0.996 0.941 Satd. Flow (perm) 0 2859 000001621 1516 0 1446 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 59 50 Link Speed (mph) 30 30 30 30 Link Distance (ft) 556 228 291 542 Travel Time (s) 12.6 5.2 6.6 12.3 Confl. Peds. (#/hr) 69 74 74 69 162 8 8 162 Confl. Bikes (#/hr) 3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 7% 4% 3% 0% 0% 0% 0% 2% 3% 20% 6% 0% Bus Blockages (#/hr)000000000000 Parking (#/hr) 0 0 0 Mid-Block Traffic (%) 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 0 714 000002937304330 Turn Type Perm NA NA custom Perm NA Protected Phases 10 2 6 6 2 6 Permitted Phases 10 2 6 Detector Phase 10 10 2 6 6 2 6 2 6 Switch Phase Minimum Initial (s) 30.0 30.0 24.0 Minimum Split (s) 36.0 36.0 30.0 Total Split (s) 36.0 36.0 30.0 Total Split (%) 32.7% 32.7% 27.3% Yellow Time (s) 4.5 4.5 4.5 All-Red Time (s) 1.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 Total Lost Time (s) 6.0 6.0 Lead/Lag Lead-Lag Optimize? Recall Mode Max Max None Act Effct Green (s) 30.0 72.0 24.0 72.0 Actuated g/C Ratio 0.27 0.65 0.22 0.65 Page 273 of 284 P1.Page 578 of 589 Lanes, Volumes, Timings 3: Chicago Avenue & Church Street 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2027 Projected Conditions - Weekday PM Peak Hour Lane Group Ø2 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Lane Width (ft) Grade (%) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor Growth Factor Heavy Vehicles (%) Bus Blockages (#/hr) Parking (#/hr) Mid-Block Traffic (%) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 2 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 42.0 Minimum Split (s) 44.0 Total Split (s) 44.0 Total Split (%) 40% Yellow Time (s) 2.0 All-Red Time (s) 0.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Recall Mode C-Max Act Effct Green (s) Actuated g/C Ratio Page 274 of 284 P1.Page 579 of 589 Lanes, Volumes, Timings 3: Chicago Avenue & Church Street 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2027 Projected Conditions - Weekday PM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.87 0.28 0.20 0.46 Control Delay 47.5 8.8 16.4 11.3 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 47.5 8.8 16.4 11.3 LOS D A B B Approach Delay 47.5 10.3 11.3 Approach LOS D B B Queue Length 50th (ft) 234 79 13 137 Queue Length 95th (ft) #338 122 52 207 Internal Link Dist (ft) 476 148 211 462 Turn Bay Length (ft)50 Base Capacity (vph) 822 1061 369 946 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.87 0.28 0.20 0.46 Intersection Summary Area Type: Other Cycle Length: 110 Actuated Cycle Length: 110 Offset: 0 (0%), Referenced to phase 2:NBSB, Start of Green Natural Cycle: 110 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.87 Intersection Signal Delay: 28.1 Intersection LOS: C Intersection Capacity Utilization 93.3% ICU Level of Service F Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3: Chicago Avenue & Church Street Page 275 of 284 P1.Page 580 of 589 Lanes, Volumes, Timings 3: Chicago Avenue & Church Street 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2027 Projected Conditions - Weekday PM Peak Hour Lane Group Ø2 v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary Page 276 of 284 P1.Page 581 of 589 HCM 6th AWSC 4: Orrington Avenue & Clark Street & Elgin Road 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2027 Projected Conditions - Weekday PM Peak Hour Intersection Intersection Delay, s/veh 15.1 Intersection LOS C Movement EBL EBT EBR WBL WBT WBR NBL NBR SEL SER Lane Configurations Traffic Vol, veh/h 000003970861600 Future Vol, veh/h 000003970861600 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles, %0000020750 Mvmt Flow 000004360951760 Number of Lanes 0000010110 Approach WB SE Opposing Approach Opposing Lanes 0 0 Conflicting Approach Left NB WB Conflicting Lanes Left 2 1 Conflicting Approach Right SE NB Conflicting Lanes Right 1 2 HCM Control Delay 15.5 11.6 HCM LOS C B Lane NBLn1 NBLn2 WBLn1 SELn1 Vol Left, % 100% 0% 0% 100% Vol Thru, % 0% 0% 0% 0% Vol Right, % 0% 100% 100% 0% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 296 86 397 160 LT Vol 296 0 0 160 Through Vol 0000 RT Vol 0 86 397 0 Lane Flow Rate 325 95 436 176 Geometry Grp 7722 Degree of Util (X) 0.588 0.141 0.608 0.295 Departure Headway (Hd) 6.507 5.359 5.021 6.046 Convergence, Y/N Yes Yes Yes Yes Cap 553 667 724 593 Service Time 4.255 3.106 3.021 4.104 HCM Lane V/C Ratio 0.588 0.142 0.602 0.297 HCM Control Delay 18.2 9 15.5 11.6 HCM Lane LOS C A C B HCM 95th-tile Q 3.8 0.5 4.2 1.2 Page 277 of 284 P1.Page 582 of 589 HCM 6th AWSC 5: Hinman Avenue & Church Street 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2027 Projected Conditions - Weekday PM Peak Hour Intersection Intersection Delay, s/veh 11.9 Intersection LOS B Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 40 346 135 00006337151110 Future Vol, veh/h 40 346 135 00006337151110 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles, %011000010000 Mvmt Flow 42 360 141 00006639161160 Number of Lanes 011000010010 Approach EB NB SB Opposing Approach SB NB Opposing Lanes 0 1 1 Conflicting Approach Left SB EB Conflicting Lanes Left 1 2 0 Conflicting Approach Right NB EB Conflicting Lanes Right 1 0 2 HCM Control Delay 13 9.1 9.6 HCM LOS B A A Lane NBLn1 EBLn1 EBLn2 SBLn1 Vol Left, % 0% 10% 0% 12% Vol Thru, % 63% 90% 0% 88% Vol Right, % 37% 0% 100% 0% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 100 386 135 126 LT Vol 0 40 0 15 Through Vol 63 346 0 111 RT Vol 37 0 135 0 Lane Flow Rate 104 402 141 131 Geometry Grp 2772 Degree of Util (X) 0.148 0.575 0.172 0.193 Departure Headway (Hd) 5.114 5.15 4.411 5.297 Convergence, Y/N Yes Yes Yes Yes Cap 698 700 809 675 Service Time 3.172 2.902 2.163 3.353 HCM Lane V/C Ratio 0.149 0.574 0.174 0.194 HCM Control Delay 9.1 14.7 8.1 9.6 HCM Lane LOS ABAA HCM 95th-tile Q 0.5 3.7 0.6 0.7 Page 278 of 284 P1.Page 583 of 589 HCM 6th TWSC 6: Orrington Avenue & Alley 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2027 Projected Conditions - Weekday PM Peak Hour Intersection Int Delay, s/veh 0.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 18 0 5 364 0 0 Future Vol, veh/h 18 0 5 364 0 0 Conflicting Peds, #/hr 73 00000 Sign Control Stop Stop Free Free Stop Stop RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 01081872384 - Grade, % 0 - - 0 0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 0 00200 Mvmt Flow 20 0 5 400 0 0 Major/Minor Minor2 Major1 Conflicting Flow All 283 - 0 0 Stage 1 0 - - - Stage 2 283 - - - Critical Hdwy 6.8 - 4.1 - Critical Hdwy Stg 1 - - - - Critical Hdwy Stg 2 5.8 - - - Follow-up Hdwy 3.5 - 2.2 - Pot Cap-1 Maneuver 689 0 - - Stage 1 - 0 - - Stage 2 746 0 - - Platoon blocked, % - Mov Cap-1 Maneuver 689 - - - Mov Cap-2 Maneuver 689 - - - Stage 1 - - - - Stage 2 746 - - - Approach EB NB HCM Control Delay, s 10.4 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 Capacity (veh/h) - - 689 HCM Lane V/C Ratio - - 0.029 HCM Control Delay (s) - - 10.4 HCM Lane LOS - - B HCM 95th %tile Q(veh) - - 0.1 Page 279 of 284 P1.Page 584 of 589 HCM 6th TWSC 7: Church Street & 525 Church Street Garage Access 11/01/2021 21-295 Life Science Building Synchro 11 Report Year 2027 Projected Conditions - Weekday PM Peak Hour Intersection Int Delay, s/veh 1.9 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 26 487 0 0 60 0 Future Vol, veh/h 26 487 0 0 60 0 Conflicting Peds, #/hr 105 00010 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 01080852480 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 96 96 96 96 96 96 Heavy Vehicles, % 0 10000 Mvmt Flow 27 507 0 0 63 0 Major/Minor Major1 Minor2 Conflicting Flow All 105 0 414 - Stage 1 - - 105 - Stage 2 - - 309 - Critical Hdwy 4.1 - 6.8 - Critical Hdwy Stg 1 - - - - Critical Hdwy Stg 2 - - 5.8 - Follow-up Hdwy 2.2 - 3.5 - Pot Cap-1 Maneuver 1499 - 572 0 Stage 1 - - - 0 Stage 2 - - 724 0 Platoon blocked, % - Mov Cap-1 Maneuver 1379 - 471 - Mov Cap-2 Maneuver - - 471 - Stage 1 - - - - Stage 2 - - 666 - Approach EB SB HCM Control Delay, s 0.5 13.8 HCM LOS B Minor Lane/Major Mvmt EBL EBTSBLn1 Capacity (veh/h) 1379 - 471 HCM Lane V/C Ratio 0.02 - 0.133 HCM Control Delay (s) 7.7 0.1 13.8 HCM Lane LOS A A B HCM 95th %tile Q(veh) 0.1 - 0.5 Page 280 of 284 P1.Page 585 of 589 AutoTURN Exhibits Page 281 of 284 P1.Page 586 of 589 TRASH / RECYCLE LOADING PARKING ACTIVE USE LOBBY WATER SERVICE/ FIRE PUMP LAB STORAGE & WASTE BIKE CIRCULATIONVAULT METERS MPOE LOBBY LOADING ENTRY, 14' CLEAR HEIGHT PARKING ENTRY, 8'-2" CLEAR HEIGHT TOILETS LOBBY LOBBY ENTRY PLAZA 40 BIKES HILTON ORRINGTON BECK'S RESIDENTIAL CANOPY OVERHEAD BENCH BENCH BIKE RACKS (4) LOADING - SHORT (10'Wx35'Lx14'H) TOILETS PROP MGMTFCC MAIN & EMER ELEC 557 SF BOH OFFICE LEASING DESIGN VEHICLE 4.00 20.00 30.00 Body of Vehicle - Front Tires Path - Rear Tires Path - Feet Steering Angle Lock to Lock Time Track Width : 31.8 : 6.00 : 8.00 : 8.00 SU-30 DRAWN: DATE: MD CHECKED: REV: Kenig,Lindgren,O'Hara,Aboona,Inc. SINGLE UNIT TRUCK INBOUND MANEUVERS N SCALE: 1" = 30' CLARK STREET ORRINGTON AVENUEEXHIBIT: A1 PROJECT # 21-195 10-11-21 LA EVANSTON, ILLINOIS DEVELOPMENT OFFICE BUILDING 11-03-21Page 282 of 284P1.Page 587 of 589 TRASH / RECYCLE LOADING PARKING ACTIVE USE LOBBY WATER SERVICE/ FIRE PUMP LAB STORAGE & WASTE BIKE CIRCULATIONVAULT METERS MPOE LOBBY LOADING ENTRY, 14' CLEAR HEIGHT PARKING ENTRY, 8'-2" CLEAR HEIGHT TOILETS LOBBY LOBBY ENTRY PLAZA 40 BIKES HILTON ORRINGTON BECK'S RESIDENTIAL CANOPY OVERHEAD BENCH BENCH BIKE RACKS (4) LOADING - SHORT (10'Wx35'Lx14'H) TOILETS PROP MGMTFCC MAIN & EMER ELEC 557 SF BOH OFFICE LEASING DESIGN VEHICLE DRAWN: DATE: MD CHECKED: REV: Kenig,Lindgren,O'Hara,Aboona,Inc. SINGLE UNIT TRUCK OUTBOUND MANEUVERS N SCALE: 1" = 30'ORRINGTON AVENUEEXHIBIT: A2 PROJECT # 21-195 LA 10-11-21 EVANSTON, ILLINOIS DEVELOPMENT OFFICE BUILDING 4.00 20.00 30.00 Body of Vehicle - Front Tires Path - Rear Tires Path - Feet Steering Angle Lock to Lock Time Track Width : 31.8 : 6.00 : 8.00 : 8.00 SU-30 CLARK STREET 11-03-21Page 283 of 284P1.Page 588 of 589 TRASH / RECYCLE LOADING PARKING ACTIVE USE LOBBY WATER SERVICE/ FIRE PUMP LAB STORAGE & WASTE BIKE CIRCULATIONVAULT METERS MPOE LOBBY LOADING ENTRY, 14' CLEAR HEIGHT PARKING ENTRY, 8'-2" CLEAR HEIGHT TOILETS LOBBY LOBBY ENTRY PLAZA 40 BIKES LOADING SPACE HILTON ORRINGTON BECK'S RESIDENTIAL CANOPY OVERHEAD BENCH BENCH BIKE RACKS (4) LOADING - SHORT (10'Wx35'Lx14'H) TOILETS PROP MGMTFCC MAIN & EMER ELEC 557 SF BOH OFFICE LEASING TRASH / RECYCLE LOADING PARKING ACTIVE USE LOBBY WATER SERVICE/ FIRE PUMP LAB STORAGE & WASTE BIKE CIRCULATIONVAULT METERS MPOE LOBBY LOADING ENTRY, 14' CLEAR HEIGHT PARKING ENTRY, 8'-2" CLEAR HEIGHT TOILETS LOBBY LOBBY ENTRY PLAZA 40 BIKES LOADING SPACE HILTON ORRINGTON BECK'S RESIDENTIAL CANOPY OVERHEAD BENCH BENCH BIKE RACKS (4) LOADING - SHORT (10'Wx35'Lx14'H) TOILETS PROP MGMTFCC MAIN & EMER ELEC 557 SF BOH OFFICE LEASING DESIGN VEHICLE Body of Vehicle - Front Tires Path - Rear Tires Path - FeetPassenger Vehicle Steering Angle Lock to Lock Time Track Width : 31.5 : 6.00 : 6.00 : 7.00 11.003.00 19.00 DRAWN: DATE: MD CHECKED: REV: Kenig,Lindgren,O'Hara,Aboona,Inc.EXHIBIT: B PROJECT # 21-195 LA 10-11-21 N SCALE: 1" = 30' EVANSTON, ILLINOIS DEVELOPMENT OFFICE BUILDING PASSENGER VEHICLE MANEUVERS OUTBOUNDINBOUND 11-03-21Page 284 of 284P1.Page 589 of 589