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Packet - 05/20/2019 - City Council
AGENDA REGULAR CITY COUNCIL MEETING City Council Chambers, 333 S Green Street Monday, May 20, 2019 1. Call to Order. 2. Roll Call. 3. Pledge of Allegiance. 4. Proclamation: Proclaiming June 12, 2019 as William Pondel Day 5. Recognition: McHenry Police Officer Larry Popp and Canine Officer Duke 6. Public Comments: Any member of the public wishing to address the Council is invited to do so by signing in at the meeting entrance and, when recognized, stepping to the podium. Opportunities for Public Comment are also provided under each Individual Action Item. 7. Consent Agenda: Motion to Approve the Following Consent Agenda Items: A. An Ordinance Prohibiting the Use of Groundwater as a Potable Water Supply by the Installation or Use of Potable Water or by Any Other Method Within a Certain Area in the City of McHenry; B. A Resolution and Bill of Sale Approving a Transfer of Ownership of Canine Officer Duke from the City of McHenry to Officer Larry Popp; C. Approval of a Three (3) Year Professional Services Contract for Auditing Services with Eder, Casella and Company in the amount of $130,875; D. Award of Bid for the 2019 Crack Sealing Maintenance Program to SKC Construction, Inc. in the amount of $24,700; E. Waiving of Competitive Bids and Award of Bid for 2019 Street Sweeping Services to Lakeshore Recycling Systems in the amount of $79,695; F. May 6, 2019 City Council Meeting Minutes; G. Issuance of Checks in the amount of $1,291,250.38; H. As Needed Checks in the amount of $151,376.94. The City of McHenry is dedicated to providing its citizens, businesses, and visitors with the highest quality of programs and services in a customer -oriented, efficient, and fiscally responsible manner. 8. Individual Action Item Agenda. A. Motion to approve and Ordinance Amending Chapter 14, Section 14-36 Alcoholic Beverages, and Chapter 4 Alcoholic Liquor, to allow for the creation of a "Bring Your Own Alcohol" Liquor License. B. Ordinance Amending the FY19/20 Budget, Account 100.22.8300, in the Amount of $27,109.88 for the Purchase of a Replacement Police Vehicle and Related Equipment; and, Authorization to Purchase One 2019 Ford Interceptor Utility from Buss Ford in an amount not to exceed $32,165.00 and the Purchase and Installation of Vehicle Equipment from Ultrastrobe, Inc. at a cost not to exceed $8,621.36. C. Motion to approve a Revocable License Agreement between the City of McHenry and Pedal and Pour, Inc. D. Conditional Use Permit for an Assembly Use and Variances for the property located at 4724 and 4716 W. Crystal Lake Road (McHenry High School, West Campus). 9. Discussion Only Items. A. Jessup Manufacturing Tax Abatement B. Thelan Dredging Material Agreement C. Full Service Personal Care Establishment Liquor Licenses 10. Executive Session. A. 5 ILCS 120/2(c)(11) — Pending Litigation 11. Staff Reports. 12. Mayor and City Council Comments. 13. Adjourn. The complete City Council packet is available for review online via the City website at wNnv. ci. mchenrv. il. us. For further information, please contact the Office of the City Administrator at 815-363-2108. The proceedings of the City Council meeting are being video -recorded and every attempt is made to ensure that they are posted on the City of McHenry, IL "YouTube" channel within twenty-four (24) hours of the meeting adjournment. NOTICE: In compliance with the Americans with Disabilities Act (ADA), this and all other City Council meetings are located in facilities that are physically accessible to those who have disabilities. If additional accommodations are needed, please call the Office ofthe City Administrator at 815-363-2108 at least 72 hours prior to any meeting so that accommodations can be made. PROCLAMATION ROYAL RANGERS MINISTRY GOLD MEDALIST WILLIAM PONDEL WHEREAS, the City of McHenry recognizes the contributions of its noteworthy citizens who have made valuable contributions to the community; and WHEREAS, William Pondel accomplished the highest honor in the Royal Ranger Ministry; and WHEREAS, William Pondel was awarded the Gold Medal of the Achievement as a member of the Royal Rangers Outpost #279; and NOW THEREFOR BE IT PROCLAIMED, by the City of McHenry, Illinois that June 12, 2019 will proclaimed as William Pondel Day ;and BE IT FURTHER PROCLAIMED, this proclamation shall be presented to William Pondel in the City Council Chambers on this 20th Day of May, 2019. Passed and approved this 20th Day of May, 2019. SIGNED: ATTEST: Wayne S. Jett Mayor Monte Johnson Deputy City Clerk Administration Clerk's Office 333 S Green St McHenry, Illinois 60050 Phone: (815) 363-2108 Fax: (815) 363-2128 www.ci.mchenry.il.us CONSENT AGENDA SUPPLEMENT DATE: May 20, 2019 TO: Mayor and City Council FROM: Monte Johnson, Deputy City Clerk RE: Adopting and Repealing a Groundwater Supply Ordinance ATT: Proposed Ordinance AGENDA ITEM SUMMARY: The purpose of this consent agenda item is to pass and repeal a groundwater supply ordinance. BACKGROUND/ANALYSIS: The Council passed Ordinance No ORD-18-1914 on December 17, 2018. After forwarding this ordinance to the State of Illinois, one of their attorneys wanted to change some wording to the ordinance that was presented to and passed by the City of McHenry. This new ordinance does not change anything that was passed (other than technical wording), and the intent of the ordinance has stayed the same. The attorney for the State of Illinois suggested the changes and advised the City of McHenry to repeal the old ordinance and pass this ordinance as presented. RECOMMENDATION: Therefore, if Council concurs, it is recommended that a motion be made to pass the Ordinance as attached. The City of McHenry is dedicated to providing the citizens, businesses and visitors of McHenry with the highest quality of programs and services in a customer -oriented, efficient and fiscally responsible manner. CITY OF MCHENRY MCHENRY COUNTY STATE OF ILLINOIS ORDINANCE NUMBER ORD-19- An Ordinance Prohibiting the Use of Groundwater as a Potable Water Supply by the Installation or Use of Potable Water Supply Wells or by Any Other Method Within a Certain Area in the City of McHenry Adopted by the Mayor and City Council Of the City of McHenry McHenry County State of Illinois May 20, 2019 Published in pamphlet form by authority of the Mayor and City Council of the City of McHenry, McHenry County, Illinois, this 21s' day of May, 2019 ORDINANCE NO. ORD-19- AN ORDINANCE PROHIBITING THE USE OF GROUNDWATER AS A POTABLE WATER SUPPLY BY THE INSTALLATION OR USE OF POTABLE WATER SUPPLY WELLS OR BY ANY OTHER METHOD WITHIN A CERTAIN AREA IN THE CITY OF MCHENRY WHEREAS, certain properties in the City of McHenry, Illinois (the "City") along Lake Avenue, Rt. 120 and Erin Street have been used over a period of time for commercial/industrial purposes; and WHEREAS, because of said use, concentrations of certain chemical constituents in the groundwater beneath certain portions of the City may exceed Class 1 Groundwater quality standards for potable resource groundwater as set forth in 35 Illinois Administrative Code 620 or Tier 1 residential remediation objectives as set forth in 35 Illinois Administrative Code 742; and WHEREAS, the City desires to limit potential threats to human health from groundwater contamination while facilitating the redevelopment and productive use of properties affected by said chemical constituents; NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF MCHENRY, ILLINOIS: Section 1: Use of groundwater as a potable water supply prohibited in specified area. The use or attempt to use groundwater as a potable water supply from within the area shown on Figure 1, attached to and made a part of this ordinance, by the installation, drilling, or use of wells, or by any other method is hereby prohibited, including points of withdrawal by the City of McHenry. Section 2: The prohibition on the use of groundwater applicable to the City. The prohibition contained in Section 1 shall also apply to the City of McHenry. Section 3: Penalties. Any person violating the provisions of this ordinance shall be subject to a fine up to $750.00 for each violation. Section 4: Definitions. "Person" is any individual, partnership, co -partnership, firm, company limited liability company, corporation, association, joint stock company, trust, estate, political subdivision, or any other legal entity, or their legal representatives, agents, or assigns. "Potable Water" is any water used for human or domestic consumption, including, but not limited to, water used for drinking, bathing, swimming, washing dishes, or preparing foods. Section 5: Repealer. All ordinances or parts of ordinances in conflict with this ordinance are hereby repealed insofar as they are in conflict with this ordinance. Ordinance No. ORD-18-1914 is hereby repealed in its entirety. Section 6: Severability. If any provision of this ordinance or its application to any person or under any circumstances is adjudged invalid, such adjudication shall not affect the validity of the ordinance as a whole or any portion not adjudged invalid. Section 7: Effective date. This ordinance shall be in full force and effect from and after its passage, approval and publication as required by law. This ordinance shall be in full force and effect from and after tis passage, approval and publication as required by law. Passed and approved this 20th day of May, 2019 Alderwoman Baehne Alderman Devine Alderman Glab Alderman Mihevc Alderman Miller Alderman Santi Alderman Schaefer Wayne Jett, Mayor Armes Nays Absent Abstain Monte Johnson, Deputy Clerk I II i I � ro-2rax-o3a n4ae.:sz-0_s I o4-zs-�swzz LJ I t I os�eszzeml ceas.zzuam i I os-zssez��n LEGEND SOIL DORM LOCATION (MOSTARDI-PLATT) OO SOIL BORING LOCATION A MONITORING WELL LOCATION BUILDING WATEI WELL (J� r 44KF,4VE. J 1 r r 8H-5 t MW-37'"� GERBER EH-?SJ t COWSIONGLASS gN_ $OH-9/BN-3 ! 3006 ELM ST fr O MW-2/ r BH-7 -1 9Hbii 1 & P-3 RN-2 1 ah,_ts fC' 1 OB-Ye-]el-02e / MW-6f M 2 BH-12 MW-tf t © BH-6 1 BOH -13 Q 17/ 0H-70 MW-6 PROPERTY ! s -20 DH-tJ 18 BOUNDARY r+ oo-za-a53-o2T A t _ � 1 r _ � BH05 av-�-asa-oze rr � r W r IT I r ECMSTRFET(RTF ` J t PARKING I I PARKING i "..' I I _ PARKING on-2�sss-m. rE]-7 301 E. ELM ST o9-ae-�m-6ze �I i AREA OF THE AREASPECIFIC ORDINANCE CHECK BY MM DRAWN BY BCP mortar U W plan DATEDATE D. A 6� PR) NO. M170612 1 PARKING ae-�e-tm-wt \ SCALE IN FEET 0 30 60 120 FIGURE AREA -SPECIFIC GROUNDWATER ORDINANCE AREA 3004 ELM STREET McHENRY, IWNOIS Office of the Chief of Police John R. Birk McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2200 Fax: (815) 363-2149 www.ci.mchenry.il.us CONSENT AGENDA TO: Mayor and City Council FROM: John R. Birk, Chief of Police FOR: May 201h, 2019 Regular City Council Meeting RE: Transfer of Ownership of McHenry Police K-9 Duke ATT: Resolution and Bill of Sale, Release & Hold Harmless Agreement Agenda Item Summary: The McHenry Police Department has retired their current police Canine (Duke) effective May 1", 2019. With this retirement staff is seeking City Council approval to transfer ownership of Duke to Officer Larry Popp and authorize the Mayor to enter into a Bill of Sale and Hold Harmless Agreement for Duke. Background: After two years of being inactive, the McHenry Police Department reestablished its Canine Unit in March 2011 and shortly thereafter selected Officer Lawrence Popp as the department's only canine handler. Through the department's selected training facility, Officer Popp was partnered with K-9 Officer Duke, a German Shepherd. Officer Popp and K-9 Duke together served the McHenry Police Department and the community for eight (8) years with K-9 Duke retiring from active service on May 1", 2019. The McHenry Police Department wishes to transfer ownership of K-9 Duke to Officer Popp Analysis: While the working life of police canines vary by department and dog, the industry average is eight (8) years. This allows the canine to perform at the high level expected of the department and then retire in reasonable health. McHenry Police Department policy allows transfer of ownership of a police dog to the last handler when it becomes necessary to retire a police dog from active duty and the handler wishes to keep the animal as a pet at the handler's own expense. The handler will also agree not to give, rent, lease, or sell the animal to any person or agency. Upon transfer, the City will assume no liability for any future actions or incidents involving the dog. The police department does not desire to maintain ownership of K-9 Duke. Officer Popp has agreed to accept ownership of K-9 Duke and the personal responsibilities that come with ownership of the animal. Recommendation: If Council concurs, then it is recommended that (1) a motion to approve a resolution that transfers the ownership of Duke from the City of McHenry to Officer Larry Popp is made and (2) authorization to allow the Mayor to enter into a Bill of Sale and Release / Hold Harmless Agreement. IM A Resolution Approving a Transfer of Ownership of Canine Officer Duke, City of McHenry WHEREAS, the City of McHenry, McHenry County, Illinois, is a home rule municipality as contemplated under Article VII, Section 6, of the Constitution of the State of Illinois, and the passage of this Resolution constitutes an exercise of the City's home rule powers and functions as granted in the Constitution of the State of Illinois; WHEREAS, K-9 Duke has been recommended for retirement by the City of McHenry Police Department; WHEREAS, due to specialized training given to police canines and their handlers it would be unsafe and inappropriate to offer the canine for adoption to the general public; WHEREAS, the City of McHenry Police Department recommends the transfer of retired K-9 Duke to his current handler to live out the remainder of his days in familiar surroundings; WHEREAS, the City of McHenry Police Department has requested that K-9 Duke be declared surplus property and be transferred to his current handler, Police Officer Lawrence L. Popp, subject to a Waiver of Liability and Hold Harmless Agreement; and Now Therefore, be it Resolved by the City Council of the City of McHenry, Illinois, as follows: Section 1: Council hereby gratefully accepts the retirement of K-9 Duke, technically declares the canine as surplus property, and authorizes his transfer to his current handler, Police Officer Lawrence L. Popp, individually, subject to full execution of the Bill of Sale, Waiver of Liability and Hold Harmless Agreement, attached hereto as Exhibit A. Section 2: The Mayor is hereby authorized to sign Exhibit A. Section 3: This Resolution shall take full force and effect upon its passage and approval as provided by law. Section 4: All resolutions and parts of resolutions in conflict with this Resolution be and the same are hereby superseded, that this Resolution be in full force and effect forthwith upon its adoption and that this Resolution shall be deemed to be subject to modification in application to comply with the general election law. Adopted this _ day of 92019. Ayes: Voting Aye: Voting Nay: Absent: Abstain: APPROVED: (SEAL) Mayor Wayne Jett ATTEST: Deputy City Clerk Debra Meadows Passed: _ Approved: Z:\N4\N4cHenryCityof\Resolutions\CanineRetirement.docx Canine Retirement, Page 1 "Exhibit All Bill of Sale, Release, and Hold Harmless Agreement This Agreement entered into this day of May, 2019 by and between the City of McHenry ("City"), an Illinois Municipal Corporation, and Lawrence L. Popp, individually, and not in his official capacity of McHenry police officer ("Officer Popp"). WHEREAS, the City is currently the owner of a canine police agent named "Duke"; WHEREAS, for various reasons, Duke is no longer able to serve effectively on behalf of the City's Police Department and should the City retain ownership of Duke, he will have to be destroyed; and WHEREAS, the Police Department's general order number 41.4, provides that when a police canine is retired from active duty and the last handler wishes to keep the canine at the handler's own expense, the City may transfer ownership of the canine to that handler. Now, therefore, for good and valuable consideration, the adequacy and sufficiency of which is of is mutually acknowledged as received by the parties hereto, the following is agreed to:. I. The City hereby sells and transfers all right, title and interest of Duke to Officer Popp, individually and he agrees not to sell or give away Duke and Officer Popp shall notify the City of the death of Duke. 2. Officer Popp agrees to individually accept Duke. Due to the potential expense to the City to have Duke destroyed, which the parties agree is the only other alternative to the entry into this Agreement, and due to the desire of the City to allow Duke to retire from police work and live a comfortable life, Officer Popp owes consideration for Duke. 3. Officer Popp hereby agrees to indemnify and hold harmless the City, its officers, elected and otherwise, employees and agents, for any costs of healthcare, daily care, lodging, actions, inactions and incidents, dog bites or otherwise involving Duke resulting in damages, injuries or death to anyone subsequent to the full execution of this Agreement. This paragraph is not intended to indemnify the City against liability for any activities of Duke prior to said transfer date. 4. Officer Popp agrees that Duke will have no affiliation with the City, the City's Police Department, its officers, agents, employs, and assigns, and further that Officer Popp will refrain from alleging, encouraging, or purposefully allowing any such connection to be formed or perceived. 5. Officer Popp recognizes the unique abilities, temperament, and training of Duke, and Officer Popp hereby agrees to take all necessary steps to protect Duke, the general public, and any individuals coming into contact with Duke from these unique characteristics. 6. The effective date of this Agreement shall be the date upon which it is signed by the undersigned. The terms hereof shall be binding upon the heirs, successors and assigns to all parties hereto. Mayor Wayne Jett Date Lawrence L. Popp, individually Date Office of Finance & Accounting Carolyn Lynch, Director McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2100 Fax: (815) 363-2119 www.ci.mchenry.il.us CONSENT AGENDA SUPPLEMENT DATE: May 20, 2019 TO: Mayor and City Council FROM: Carolyn Lynch, Finance Director RE: Renewal of Auditing Contract ATT: Auditing agreement AGENDA ITEMSUMMARY: Council is being asked to consider a three year agreement (2019, 2020, 2021) with Eder, Casella and Company for auditing services for a total cost of $130,875. BACKGROUND: Illinois State Statutes (65 ILCS 5/8-8) requires municipalities to conduct an audit of the financial records of the entity and to file a report on the results of the audit within six months after the close of the fiscal year. Eder, Casella and Company, located in McHenry, has been engaged by the City of McHenry to fulfill this requirement since 1998. Throughout this time, Eder, Casella and Company has annually held price increases to just over 3%. Eder, Casella and Company has submitted a new three-year agreement for the period May 1, 2019 through April 30, 2021 that would provide audit services for fiscal years 2018/19, 2019/20, 2020/21. Proposed costs for these services total $42,145 for year 1, $43,605 for year 2, $45,125 for year 3, for a total 3-year cost of $130,875. Eder, Casella and Company's familiarity with the city's operation and accounting system has allowed staff to address financial issues and new accounting standards. Importantly, per Section 203 of the Sarbanes-Oxley Act, Eder, Casella and Company ensures that audit development and review partners are rotated, at a minimum, every five (5) years, to ensure auditor independence. ANALYSIS: Staff has reviewed the agreement submitted by Eder, Casella and Company and finds that the scope of services that it entails meets the comprehensive Generally Accepted Auditing Standards (GAAS) of the United States and the requirements of the Governmental Accounting Standards Board (GASB). In addition, Eder, Casella and Company is familiar with the City's operations and accounting system; has the ability to consistently hold annual price increases to just over 3%; and is a local firm that has committed to a relationship with the City. For all of these reasons, staff is recommending that Eder, Casella and Company be retained as the City's audit firm under the terms identified in the attached agreement. RECOMMENDATION: Therefore, if council concurs, it is the recommendation of staff to approve the execution of the attached three-year agreement with Eder, Casella and Company for auditing services for a total cost of $130,875. 815.344. I WO mchenry ec&co. 847.382.3366 bamngton 847.336.6455 gurnee www.edercosello.com May 2, 2019 Mr. Derik Morefield, City Administrator City of McHenry 333 S. Green St. McHenry, IL 60050 We are pleased to confirm our understanding of the services we can provide City of McHenry. This letter, and any other attachments incorporated herein, (collectively, "Agreement"), confirms our understanding of the terms and objectives of our engagement and the nature and limitations of the services we will provide. The engagement between you and our firm will be governed by the terms (D of this Agreement. We will audit the financial statements of the governmental activities, the business -type activities, each major fund, and the aggregate remaining fund information, including the related notes to the financial statements, which collectively comprise the basic financial statements of City of McHenry as of and for the years ending April 30, 2019, 2020, and 2021. Accounting standards generally accepted in the United States of America provide for certain required supplementary information (RSI), such as management's discussion and analysis (MD&A), to supplement City of McHenry's basic financial statements. Such information, although not a part of the basic financial statements, is required by the Governmental Accounting Standards Board who considers it to be an essential part of financial reporting for placing the basic financial statements in an appropriate operational, economic, or historical context. As part of our engagement, we will apply certain limited procedures to City of McHenry's RSI in accordance with auditing standards generally accepted in the United States of America. These limited procedures will consist of inquiries of management regarding the methods of preparing the information and comparing the information for consistency with management's responses to our inquiries, the basic financial statements, and other knowledge we t n V I obtained during our audit of the basic financial statements. We will not express an opinion or provide any assurance on the information because the limited procedures do not provide us with sufficient evidence to express an opinion or provide any assurance. The following RSI is required by generally accepted accounting principles and will be subjected to certain limited procedures, but will not be audited: 1. Management's discussion and analysis 2. Illinois Municipal Retirement Fund - Schedule of Changes in the Employer's Net Pension Liability and Related Ratios 3. Illinois Municipal Retirement Fund - Schedule of Employer Contribution 4. Police Pension Plan - Schedule of Changes in the Employer's Net Pension Liability and Related Ratios 5. Police Pension Plan - Schedule of Employer Contribution n 6. Retiree Insurance Plan - Schedule of Changes in the Net OPEB Liability and Related Ratios 7. Retiree Insurance Plan - Schedule of Contributions 0 8. Schedule of Revenues, Expenditures, and Changes in Fund Balance - Budget and Actual - General Fund 9. Notes to Required Supplementary Information We have also been engaged to report on supplementary information other than RSI that accompanies City of McHenry's financial statements. We will subject the following supplementary information to the auditing procedures applied in our audit of the financial statements and certain additional procedures, including comparing and reconciling such information directly to the underlying accounting and other records used to prepare the financial statements or to the financial statements themselves, and other additional procedures in accordance with auditing standards generally accepted in the United States of America, and we will provide an opinion on it in relation to the financial statements as a whole, in a report combined with our auditor's report on the financial statements: 1. Combining Balance Sheet - General Fund 2. Combining Schedule of Revenues, Expenditures, and Changes in Fund Balances - General Fund 3. Combining Balance Sheet - Other Governmental Funds 4. Combining Schedule of Revenues, Expenditures, and Changes in Fund Balances - Other Governmental Funds 5. Combining Schedule of Net Position - Water and Sewer Funds 6. Combining Schedule of Revenues, Expenses, and Changes in Net Position - Water and Sewer Funds 7. Combining Schedule of Net Position - Internal Service Funds 8. Combining Schedule of Revenues, Expenses, and Changes in Net Position - Internal Service Funds 9. Combining Schedule of Net Position - Agency Funds 10. Schedule of Revenues, Expenditures, and Changes in Fund Balances - Budget and Actual - Special Revenue Fund - Tax Increment Financing Fund 11. Summary of Federal Grants Audit Objective The objective of our audit is the expression of opinions as to whether your financial statements are fairly presented, in all material respects, in conformity with U.S. generally accepted accounting principles and to report on the fairness of the supplementary information referred to in the third paragraph when considered in relation to the financial statements as a whole. The object also includes reporting on - • Internal control over financial reporting and compliance with provisions of laws, regulations, contracts, and award agreements, noncompliance with which could have a material effect on the financial statements in accordance with Government Auditing Standards. Internal control over compliance related to major programs and an opinion (or disclaimer of opinion) on compliance with federal statutes, regulations, and the terms and conditions of federal awards that could have a direct and material effect on each major program in accordance with the Single Audit Act Amendments of 1996 and Title 2 U.S. Code of Federal Regulations (CFR) Part 200, Uniform Administrative Requirements, Cost Principles, and Audit Requirements for Federal Awards (Uniform Guidance). The Government Auditing Standards report on internal control over financial reporting and on compliance and other matters will include a paragraph that states that (1) the purpose of the report is solely to describe the scope of testing of internal control and compliance and the results of that testing, and not to provide an opinion on the effectiveness of the entity's internal control or on compliance, and (2) the report is an integral part of an audit performed in accordance with Government Auditing Standards in considering the entity's internal control and compliance. The Uniform Guidance report on internal control over compliance will include a paragraph that states that the purpose of the report on internal control over compliance is solely to describe the scope of testing of internal control over compliance and the results of that testing based on the requirements of the Uniform Guidance. Both reports will state that the report is not suitable for any other purpose. Our audit will be conducted in accordance with auditing standards generally accepted in the United States of America; the standards for financial audits contained in Government Auditing Standards, issued by the Comptroller General of the United States; the Single Audit Act Amendments of 1996; and the provisions of the Uniform Guidance, and will include tests of accounting records, a determination of major program(s) in accordance with the Uniform Guidance, and other procedures we consider necessary to enable us to express such opinions. We will issue written reports upon completion of our Single Audit. Our reports will be addressed to the Board of Trustees of City of McHenry. We cannot provide assurance that unmodified opinions will be expressed. Circumstances may arise in which it is necessary for us to modify our opinions or add emphasis -of -matter or other -matter paragraphs. If our opinions are other than unmodified, we will discuss the reasons with you in advance. If, for any reason, we are unable to complete the audit or are unable to form or have not formed opinions, we may decline to express opinions or issue reports, or we may withdraw from this engagement. Audit Procedures - General An audit includes examining, on a test basis, evidence supporting the amounts and disclosures in the financial statements; therefore, our audit will involve judgment about the number of transactions to be examined and the areas to be tested. An audit also includes evaluating the appropriateness of accounting policies used and the reasonableness of significant accounting estimates made by management, as well as evaluating the overall presentation of the financial statements. We will plan and perform the audit to obtain reasonable assurance about whether the financial statements are free of material misstatement, whether from (1) errors, (2) fraudulent financial reporting, (3) misappropriation of assets, or (4) violations of laws or governmental regulations that are attributable to the government or to acts by management or employees acting on behalf of the government. Because the determination of abuse is subjective, Government Auditing Standards do not expect auditors to provide reasonable assurance of detecting abuse. Because of the inherent limitations of an audit, combined with the inherent limitations of internal control, and because we will not perform a detailed examination of all transactions, there is a risk that material misstatements or noncompliance may exist and not be detected by us, even though the audit is properly planned and performed in accordance with U.S. generally accepted auditing standards and Government Auditing Standards. In addition, an audit is not designed to detect immaterial misstatements or violations of laws or governmental regulations that do not have a direct and material effect on the financial statements or on major programs. However, we will inform the appropriate level of management of any material errors, any fraudulent financial reporting, or misappropriation of assets that come to our attention. We will also inform the appropriate level of management of any violations of laws or governmental regulations that come to our attention, unless clearly inconsequential, and of any material abuse that comes to our attention. We will include such matters in the reports required for a Single Audit. Our responsibility as auditors is limited to the period covered by our audit and does not extend to any later periods for which we are not engaged as auditors. Our procedures will include tests of documentary evidence supporting the transactions recorded in the accounts, and may include tests of the physical existence of fixed assets, and direct confirmation of receivables and certain other assets and liabilities by correspondence with selected individuals, funding sources, creditors, and financial institutions. We will request written representations from your attorneys as part of the engagement, and they may bill you for responding to this inquiry. At the conclusion of our audit, we will also require certain written representations from you about your responsibilities for the financial statements; Schedule of Expenditures of Federal Awards; federal award programs; compliance with laws, regulations, contracts, and grant agreements; and other responsibilities required by generally accepted auditing standards. Audit Procedures - Internal Control Our audit will include obtaining an understanding of the government and its environment, including internal control, sufficient to assess the risks of material misstatement of the financial statements and to design the nature, timing, and extent of further audit procedures. Tests of controls may be performed to test the effectiveness of certain controls that we consider relevant to preventing and detecting errors and fraud that are material to the financial statements and to preventing and detecting misstatements resulting from illegal acts and other noncompliance matters that have a direct and material effect on the financial statements. Our tests, if performed, will be less in scope than would be necessary to render an opinion on internal control and, accordingly, no opinion will be expressed in our report on internal control issued pursuant to Government Auditing Standards. As required by the Uniform Guidance, we will perform tests of controls over compliance to evaluate the effectiveness of the design and operation of controls that we consider relevant to preventing or detecting material noncompliance with compliance requirements applicable to each major federal award program. However, our tests will be less in scope than would be necessary to render an opinion on those controls and, accordingly, no opinion will be expressed in our report on internal control issued pursuant to the Uniform Guidance. An audit is not designed to provide assurance on internal control or to identify significant deficiencies or material weaknesses. Accordingly, we will express no such opinion. However, during the audit, we will communicate to management and those charged with governance internal control related matters that are required to be communicated under AICPA professional standards, Government Auditing Standards, and the Uniform Guidance. Audit Procedures - Compliance As part of obtaining reasonable assurance about whether the financial statements are free of material misstatement, we will perform tests of City of McHenry's compliance with provisions of applicable laws, regulations, contracts, and agreements, including grant agreements. However, the objective of those procedures will not be to provide an opinion on overall compliance and we will not express such an opinion in our report on compliance issued pursuant to Government Auditing Standards. The Uniform Guidance requires that we also plan and perform the audit to obtain reasonable assurance about whether the auditee has complied with federal statutes, regulations, and the terms and conditions of federal awards applicable to major programs. Our procedures will consist of tests of transactions and other applicable procedures described in the OMB Compliance Supplement for the types of compliance requirements that could have a direct and material effect on each of City of McHenry's major programs. The purpose of these procedures will be to express an opinion on City of McHenry's compliance with requirements applicable to each of its major programs in our report on compliance issued pursuant to the Uniform Guidance. Other Services We will also prepare the financial statements, Schedule of Expenditures of Federal Awards, related notes, Annual Financial Report for the State of Illinois, and Annual Statement for the Illinois Department of Insurance of City of McHenry in conformity with U.S. generally accepted accounting principles and the Uniform Guidance based on information provided by you. These nonaudit services do not constitute an audit under Government Auditing Standards and such services will not be conducted in accordance with Government Auditing Standards. We will perform the services in accordance with applicable professional standards. The other services are limited to the financial statements, Schedule of Expenditures of Federal Awards, related notes, Annual Financial Report, and Annual Statement services previously defined. We, in our sole professional judgment, reserve the right to refuse to perform any procedure or take any action that could be construed as assuming management responsibilities. Management Responsibilities Management is responsible for (1) designing, implementing, and maintaining effective internal controls relevant to the preparation and fair presentation of financial statements that are free from material misstatement, whether due to fraud or error, including internal controls over federal awards, and for evaluating and monitoring ongoing activities to help ensure that appropriate goals and objectives are met; (2) following laws and regulations; (3) ensuring that there is reasonable assurance that government programs are administered in compliance with compliance requirements; and (4) ensuring that management and financial information is reliable and properly reported. Management is also responsible for implementing systems designed to achieve compliance with applicable laws, regulations, contracts, and grant agreements. You are also responsible for the selection and application of accounting principles; for the preparation and fair presentation of the financial statements, Schedule of Expenditures of Federal Awards, and all accompanying information in conformity with U.S. generally accepted accounting principles; and for compliance with applicable laws and regulations (including federal statutes) and the provisions of contracts and grant agreements (including award agreements). Your responsibilities also include identifying significant contractor relationships in which the contractor has responsibility for program compliance and for the accuracy and completeness of that information. Management is also responsible for making all financial records and related information available to us and for the accuracy and completeness of that information. You are also responsible for providing us with (1) access to all information of which you are aware that is relevant to the preparation and fair presentation of the financial statements, (2) access to personnel, accounts, books, records, supporting documentation, and other information as needed to perform an audit under the Uniform Guidance, (3) additional information that we may request for the purpose of the audit, and (4) unrestricted access to persons within the government from whom we determine it necessary to obtain audit evidence. Your responsibilities include adjusting the financial statements to correct material misstatements and confirming to us in the management representation letter that the effects of any uncorrected misstatements aggregated by us during the current engagement and pertaining to the latest period presented are immaterial, both individually and in the aggregate, to the financial statements as a whole. You are responsible for the design and implementation of programs and controls to prevent and detect fraud, and for informing us about all known or suspected fraud affecting the government involving (1) management, (2) employees who have significant roles in internal control, and (3) others where the fraud could have a material effect on the financial statements. Your responsibilities include informing us of your knowledge of any allegations of fraud or suspected fraud affecting the government received in communications from employees, former employees, grantors, regulators, or others. In addition, you are responsible for identifying and ensuring that the government complies with applicable laws, regulations, contracts, agreements, and grants. Management is also responsible for taking timely and appropriate steps to remedy fraud and noncompliance with provisions of laws, regulations, contracts, and grant agreements, or abuse that we report. Additionally, as required by the Uniform Guidance, it is management's responsibility to evaluate and monitor noncompliance with federal statutes, regulations, and the terms and conditions of federal awards; take prompt action when instances of noncompliance are identified including noncompliance identified in audit findings; promptly follow up and take corrective action on reported audit findings; and prepare a summary schedule of prior audit findings and a separate corrective action plan. The summary schedule of prior audit findings should be available for our review on the first day of fieldwork. You are responsible for identifying all federal awards received and understanding and complying with the compliance requirements and for the preparation of the Schedule of Expenditures of Federal Awards (including notes and noncash assistance received) in conformity with the Uniform Guidance. You agree to include our report on the Schedule of Expenditures of Federal Awards in any document that contains and indicates that we have reported on the Schedule of Expenditures of Federal Awards. You also agree to include the audited financial statements with any presentation of the Schedule of Expenditures of Federal Awards that includes our report thereon or make the audited financial statements readily available to intended users of the Schedule of Expenditures of Federal Awards no later than the date the Schedule of Expenditures of Federal Awards is issued with our report thereon. Your responsibilities include acknowledging to us in the written representation letter that (1) you are responsible for presentation of the Schedule of Expenditures of Federal Awards in accordance with the Uniform Guidance; (2) you believe the Schedule of Expenditures of Federal Awards, including its form and content, is stated fairly in accordance with the Uniform Guidance; (3) the methods of measurement or presentation have not changed from those used in the prior period (or, if they have changed, the reasons for such changes); and (4) you have disclosed to us any significant assumptions or interpretations underlying the measurement or presentation of the Schedule of Expenditures of Federal Awards. You are also responsible for the preparation of the supplementary information, which we have been engaged to report on, in conformity with U.S. generally accepted accounting principles. You agree to include our report on the supplementary information in any document that contains and indicates that we have reported on, the supplementary information. You also agree to include the audited financial statements with any presentation of the supplementary information that includes our report thereon or make the audited financial statements readily available to users of the supplementary information no later than the date the supplementary information is issued with our report thereon. Your responsibilities include acknowledging to us in the written representation letter that (1) you are responsible for presentation of the supplementary information in accordance with GAAP; (2) you believe the supplementary information, including its form and content, is fairly presented in accordance with GAAP; (3) the methods of measurement or presentation have not changed from those used in the prior period (or, if they have changed, the reasons for such changes); and (4) you have disclosed to us any significant assumptions or interpretations underlying the measurement or presentation of the supplementary information. Management is responsible for establishing and maintaining a process for tracking the status of audit findings and recommendations. Management is also responsible for identifying and providing report copies of previous financial audits, attestation engagements, performance audits, or other studies related to the objectives discussed in the Audit Objectives section of this letter. This responsibility includes relaying to us corrective actions taken to address significant findings and recommendations resulting from those audits, attestation engagements, performance audits, or studies. You are also responsible for providing management's views on our current findings, conclusions, and recommendations, as well as your planned corrective actions, for the report, and for the timing and format for providing that information. With regard to the electronic dissemination of audited financial statements, including financial statements published electronically on your website, you understand that electronic sites are a means to distribute information and, therefore, we are not required to read the information contained in these sites or to consider the consistency of other information in the electronic site with the original document. You agree to assume all management responsibilities relating to the financial statements, Schedule of Expenditures of Federal Awards, related notes, Annual Financial Report, Annual Statement, and any other nonaudit services we provide. You will be required to acknowledge in the management representation letter our preparation of the financial statements, Schedule of Expenditures of Federal Awards, related notes, Annual Financial Report, and Annual Statement, and that you have reviewed and approved the financial statements, Schedule of Expenditures of Federal Awards, related notes, Annual Financial Report, and Annual Statement prior to their issuance and have accepted responsibility for them. Further, you agree to oversee the nonaudit services by designating an individual, preferably from senior management, with suitable skill, knowledge, or experience; evaluate the adequacy and results of the services; and accept responsibility for them. Engagement Administration, Fees, and Other We understand that your employees will prepare all cash or other confirmations we request and will locate any invoices or other documents selected by us for testing. At the conclusion of the engagement, we will complete the appropriate sections of the Data Collection Form that summarizes our audit findings. It is management's responsibility to electronically submit the reporting package (including financial statements, Schedule of Expenditures of Federal Awards, summary schedule of prior audit findings, auditors' reports, and a corrective action plan) along with the Data Collection Form to the federal audit clearinghouse. We will coordinate with you the electronic submission and certification. The Data Collection Form and the reporting package must be submitted within the earlier of 30 days after receipt of the auditors' reports or nine months after the end of the audit period. We will provide copies of our reports to the City; however, management is responsible for distribution of the reports and the financial statements. Unless restricted by law or regulation, or containing privileged and confidential information, copies of our reports are to be made available for public inspection. The audit documentation for this engagement is the property of Eder, Casella & Co. and constitutes confidential information. However, subject to applicable laws and regulations, audit documentation and appropriate individuals will be made available upon request and in a timely manner to the Illinois Comptroller's Office or its designee, a federal agency providing direct or indirect funding, the U.S. Government Accountability Office for purposes of a quality review of the audit, or the AICPA Quality Review Team, to resolve audit findings, or to carry out oversight responsibilities. We will notify you of any such request. If requested, access to such audit documentation will be provided under the supervision of Eder, Casella & Co. personnel. Furthermore, upon request, we may provide copies of selected audit documentation to the aforementioned parties. These parties may intend, or decide, to distribute the copies or information contained therein to others, including other governmental agencies. The audit documentation for this engagement will be retained for a minimum of five years after the report release date or for any additional period required by the Illinois Comptroller's Office or its designee, or the AICPA Quality Review Team. If we are aware that a federal awarding agency, pass -through entity, or auditee is contesting an audit finding, we will contact the party(ies) contesting the audit finding for guidance prior to destroying the audit documentation. In order to reduce our professional staff hours and in consideration of the agreed -upon fee, you have agreed that the general ledger will be in balance by individual fund; the cash is reconciled, on a monthly basis, to the amounts shown on your general ledger; your staff will be available to answer questions, locate misplaced documents and resolve problems as needed; and your filing system will allow for easy retrieval of the documents we request. During this engagement we may need to refer to selected records of yours and may require a copy of these records for our audit documentation. It is our policy to return all of your original records after our use along with copies of any financial reports we issue. It is your responsibility to retain your records as you deem appropriate. Our audit documentation, including any copies that we obtain from you, are our property and will be retained by us in accordance with our established record retention policy. A copy of our record retention policy is available upon request. This policy stipulates that, in general, we will retain the audit documentation and copies of financial reports for a period of seven years or for any additional period requested by the U.S. Department of Education, Illinois State Board of Education or the AICPA Quality Review Team. After this period expires, the files will be disposed of. If we are aware that a federal awarding agency, pass -through entity, or auditee is contesting an audit finding, we will contact the party(ies) contesting the audit finding for guidance prior to destroying the audit documentation. To ensure that Eder, Casella & Co.'s independence is not impaired under the AICPA Code of Professional Conduct, you agree to inform the engagement partner before entering into any substantive employment discussions with any of our personnel. We estimate our fee for the examinations, including preparation of the Illinois School District Annual Financial Report, Data Collection Form, and workers' compensation payroll form will not exceed: 4/30/19 4/30/20 4/30/21 Audit examination $ 35,080.00 $ 36,300.00 $ 37,575.00 Pension Fund audit examination 3,825.00 3,950.00 4,075.00 Additional supplemental schedules 465.00 470.00 475.00 TIF compliance report 725.00 750.00 775.00 Grant summary 300.00 325.00 350.00 GAS audit and In -relation -to opinion 1,750.00 1,810.00 1,875.00 The actual fees may vary from the amounts shown due to variations in conditions or additional audit procedures requested by the State of Illinois or other agencies. Fees for such additional services would be billed at our usual hourly rates. We would inform you if we were experiencing any difficulty which would cause any increase in the base fee. All services will be billed to you monthly, payable on receipt. Amounts unpaid after 60 days will be charged late fees at a rate of 1 % per month in addition to costs of collection. Government Auditing Standards require that we provide you with a copy of our most recent external peer review report and any letter of comment, and any subsequent peer review reports and letters of comment received during the period of the contract. Our 2015 peer review accompanies this letter. We appreciate the opportunity to be of service to City of McHenry and believe this letter accurately summarizes the significant terms of our engagement. In the event you provide us with some of the information necessary to perform these services, the commencement of our services constitutes your acceptance of the terms of this letter, even if this engagement agreement is not signed. If you have any questions, please let us know. If you agree with the terms of our engagement as described in this letter, please sign below and return this letter to us. Very truly yours, 00, EDER, CASELLA & CO. Certified Public Accountants This letter correctly sets forth the understanding of City of McHenry. By: Title: Date: Thomas G. Wieland David A. Grotkin Joel A.Joyce�D--"BCPAs BrianJ.Mechenich A century of new ideas System Review Report To the Partners of Eder, Casella & Co. and the Illinois CPA Society Peer Review Committee Carrie A. Gindt Patrick G. Hoffert Jason J. Wrasse December 2, 2015 We have reviewed the system of quality control for the accounting and auditing practice of Eder, Casella & Co. (the firm) in effect for the year ended July 31, 2015. Our peer review was conducted in accordance with the Standards for Performing and Reporting on Peer Reviews established by the Peer Review Board of the American Institute of Certified Public Accountants. As a part of our peer review, we considered reviews by regulatory entities, if applicable, in determining the nature and extent of our procedures. The firm is responsible for designing a system of quality control and complying with it to provide the firm with reasonable assurance of performing and reporting in conformity with applicable professional standards in all material respects. Our responsibility is to express an opinion on the design of the system of quality control and the firm's compliance therewith based on our review. The nature, objectives, scope, limitations of, and the procedures performed in a System Review are described in the standards at www.aicpa.org/prsummary. As required by the standards, engagements selected for review included engagements performed under Government Auditing Standards and audits of employee benefit plans. In our opinion, the system of quality control for the accounting and auditing practice of Eder, Casella & Co. in effect for the year ended July 31, 2015, has been suitably designed and complied with to provide the firm with reasonable assurance of performing and reporting in conformity with applicable professional standards in all material respects. Firms can receive a rating of pass, pass with deficiency(ies) or fail. Eder, Casella & Co. has received a peer review rating of pass. Reilly, Penner & Benton LLP Reilly, Penner & Benton LLP 1233 N. Mayfair Road Suite #302 • Milwaukee, WI 53226-3255 •414-271-7800 Department of Public Works Troy Strange, Interim Director of Public Works 1415 Industrial Drive McHenry, Illinois 60050 Phone: (815) 363-2186 Fax: (815) 363-2214 www.ci.mchenry.il.us CONSENT AGENDA SUPPLEMENT DATE: May 20, 2019 TO: Mayor and City Council FROM: Troy Strange, Interim Director of Public Works RE: 2019 Asphalt Crack Sealing Maintenance Program Bid Award ATT: Bid Tabulation List of Project Locations AGENDA ITEM SUMMARY: Staff requests City Council to consider awarding the 2019 Asphalt Crack Sealing Maintenance Program to SKC Construction, Inc. BACKGROUND: Routing, cleaning, and sealing cracks is an effective pavement preservation practice for streets that exhibit nominal pavement distress. The primary cause of asphalt failure is water infiltration into the street sub grade. Cracksealing is one of the most cost-effective preventative maintenance practices for the City's roadways. The City of McHenry partnered with the City of Woodstock, Village of Cary and the Village of Algonquin and issued a joint bid request. The Village of Cary facilitated the bid specifications and solicitation. The bids were opened on May 7, 2019 and includes a 2"d and 3rd year option. ANALYSIS: The following sealed bids for 2019 Asphalt Crack Sealing Maintenance Program were received on May 7, 2019: • Behm Pavement Maintenance $0.56/ LF • SKC Construction, Inc. $0.38/ LF RECOMMENDATION: Therefore, if Council concurs, it is recommended to approve the bid award to SKC Construction Inc. for the 2019 Asphalt Crack Sealing Maintenance Program in an amount of $24,700 (actual amount may vary based on final measured quantities). /7 VILLAGE OF BID TABULATION: 2019 MCHENRY COUNTY MUNICIPAL PARTNERING CRACK SEALING PROGRAM VILLAGE OF CARY, ILLINOIS Bid Opening: 11:00 am, May 7, 2019 BIDDER Behm Pavement Maintenance, Inc. SKC Construction, Inc.* Unit of Estimated Items Measure Quantity Unit Price Total Unit Price Total Base Bid Year 1: Crack Sealant LF 405,000 $0.56 $228,015.00 $0.38 $153,900.00 for Asphalt Pavement Applied Base Bid Year 2: Crack Sealant LF 405,000 $0.59 $240,165.00 $0.40 $162,000.00 for Asphalt Pavement Applied Base Bid Year 3: Crack Sealant LF 405,000 $0.62 $252,315.00 $0.43 $174,150.00 for Asphalt Pavement Applied Alternate Bid Items Sweeper with Disposal at Per Hour 1 $150.00 $150.00 $115.00 $115.00 Municipal Facility Sweeper with Disposal Per Hour 1 $190.00 $190.00 $155.00 $155.00 Performed bv the Contractor TOTAL BASE BID AMOUNT, AS CALCULATED $228,015.00 $153,900.00 TOTAL BID AMOUNT, AS CALCULATED $228,015.00 $153,900.00 *LOWEST RESPONSIBLE AND RESPONSIVE BIDDER Asphalt Crack Sealing Maintenance Program 2019 Road From To Bull Valley Road West City limits Bridge east of Curran Road Curran Road Bull Valley Road North limit of intersection project Biscayne Road Green Street Amberwood Place Sliver Glen Road Deerwood Trail Timber Trail Front Royal Drive Route 120 Chesterfield Drive Deer Run Trail Entire length Sussex Drive Entire length Ashley Drive Entire length Chesterfield Drive Entire length Department of Public Works Troy Strange, Interim Director of Public Works 1415 Industrial Drive McHenry, Illinois 60050 Phone: (815) 363-2186 Fax: (815) 363-2214 www.ci.mchenry.il.us CONSENT AGENDA SUPPLEMENT DATE: May 20, 2019 TO: Mayor and City Council FROM: Troy Strange, Interim Director of Public Works RE: Street Sweeping Contract Award AGENDA ITEM SUMMARY: Staff requests City Council to consider awarding the 2019 Street Sweeping Contract to Lakeshore Recycling Systems. BACKGROUND: After researching the practices of surrounding communities and the City's own operations, Staff have determined that it is more cost effective to have the streets swept by a contractor than by City Staff. Due to the poor reliability and costly repairs to the City's street sweeper, Staff have budgeted for the performance of street sweeping by a contractor. The City of McHenry partnered with the City of Crystal Lake, Village of Cary and the McHenry County Division of Transportation and issued a joint bid request. The Village of Cary facilitated the bid specifications and solicitation. ANALYSIS: Bid results were received on March 26, 2019 and due to a misinterpretation of the contract proposal pay item definitions the City of McHenry Bid results were thrown out. Contractors mistakenly bid the contract based upon the assumption that they would be responsible for the disposal of all waste materials generated through sweeping operations. However, the City's intent identified in the City Contract Special Provisions attached to the joint bid was for the City to provide a disposal area for such waste. Staff have requested pricing for the 2019 calendar year from Lakeshore Recycling Systems for contracted street sweeping with the provisions of a dumping site by the City and have found the pricing to be acceptable. RECOMMENDATION: Therefore, if Council concurs, it is recommended that a motion be made to waive competitive bidding requirements and award the contract to Lakeshore Recycling Systems in the amount of $79,695. Actual costs may vary and will be based upon final quantities of completed work. City Council Meeting Minutes May 6, 2019 Page 1 City Council Meeting May 6, 2019 Call to Order Mayor Wayne Jett called the regular meeting scheduled for May 6, 2019, of the McHenry City Council to order at 7:00 pm in the McHenry City Council Chambers, 333 S. Green Street, McHenry, L. Roll Call Deputy Clerk Johnson called the roll. Roll call: Members present: Alderman Devine, Alderman Glab, Alderman Mihevc, Alderman Santi, Alderman Schaefer, Mayor Jett. Others present: Attorney McArdle, Administrator Morefield, Interim Director of Public Works Strange, Director of Community Development Polerecky, Finance Director Lynch, Director of Parks and Recreation Hobson, Director of Economic Development Martin and Chief of Police Birk. Pledge of Allegiance Mayor Jett proceeded to lead those present in the Pledge of Allegiance. Oaths of Office: Oaths of Office were given by City Attorney McArdle to Sue Miller of Ward 7, Bobbi Baehne of Ward 4, Patrick Devine of Ward 6, and Andy Glab of Ward 2. Public Comment Mayor Jett asked if those in attendance had any comments they wished to share with the Council Members. Those in attendance offered no comments. Consent Agenda: Motion to Approve the Following Consent Agenda Items: A. Ordinance amending various provisions of the City of McHenry's Municipal Code to adopt the Budget Officer Finance System; B. Resolution approving a Budget Officer for the City of McHenry and appointment of Carolyn Lynch, Finance Director, as the Budget Officer; C. Resolution approving Monte Johnson as FOIA Officer and Dorothy Wolf as Alternate FOIA Officer for the City of McHenry; D. Authorization to waive bidding requirements and award a bid to a sole provider, Corrective Asphalt Materials, in the amount of $41,202 for the 2019 Reclamite Program; E. Authorization to Request Bids for the 2019 Road Program; F. Authorization to Request Bids for the Well 8 Raw Water Line Rehabilitation Project; G. Authorization to issue a contract purchase order and exercise the V year option for bulk road salt to Compass Minerals America, Inc., Overland Park, Kansas in an amount City Council Meeting Minutes May 6, 2019 Page 2 not to exceed $91,110.00 (1,500 tons @ $60.74 per ton); and, a contract purchase order with Compass Minerals in an amount not to exceed $166,400 (2,000 tons @ $83.20 per ton); H. Authorization for the development and execution of a Use/License Agreement with Chicago Pedal Boats for the use of municipal property for the operation of pedal boats; I. Approval of a Professional Services Agreement with Baxter & Woodman for the completion of water and wastewater capital development fee study in the amount of $58,500; J. Approval of a Professional Services Agreement with HR Green for the completion of remaining design engineering and construction engineering for the Millstream Lift Station in an amount not to exceed $140,000; and, authorization to publicly bid the project; K. Acceptance of Public Improvements at White Oaks of McHenry (Memory Care of McHenry, LLC) and authorization to release the existing performance bond and issuance of a new maintenance bond in the amount of $86,637.20 for a period lasting two years; L. Northeastern Illinois Regional Crime Laboratory (NIRCL) membership in the amount of $36,709 and an Intergovermental Maintenance Agreement in the amount of $3,000; M. Parks & Recreations Facilities Alcohol and Special Use Permit Request; N. April 29, 2019 City Council Meeting Minutes; O. List of Bills totaling $125,918.58. Mayor Jett asked if any of the Council Members wished to remove any items from the consent agenda for separate consideration. Alderman Santi wished to pull Consent Agenda item H, and Alderman Glab wished to pull Consent Agenda item B. Alderman Santi asked to make sure all were comfortable having Dorothy Wolf as the FOIA backup, and Director of Economic Development Martin stated that Ms. Wolf is happy and able to handle the duties. A motion was made by Alderman Sant! and seconded by Alderman Schaefer to approve consent agenda items A, C-G, and 1-0. There being no further discussion on the motion Deputy Clerk Johnson called the roll. Roll Call: Vote: 7-ayes: Alderman Santi, Alderman Schaefer, Alderwoman Baehne, Alderman Devine; Alderman Glab, Alderman Mihevc, Alderwoman Miller. 0-nays, 0-abstained. Motion carried. Items Removed from the Consent Agenda Resolution approving a Budget Officer for the City of McHenry and the appointment of Carolyn Lynch, Finance Director, as the Budget Officer. Alderman Glab wanted to clarify for the public what the City's intent is with the Budget Officer. Finance Director Lynch explained that the City has been doing both a budget and appropriation ordinance for a long time. There is no need to pass both, as the City has passed an ordinance to City Council Meeting Minutes May 6, 2019 Page 3 use the budget system. Because a budget is passed, the City can use that document as the legal authority to spend money. It was also noted that this change has no effect on the tax levy. A motion was made by Alderman Glab and seconded by Alderman Mihevc to pass the Resolution approving a Budget Officer for the City of McHenry and the appointment of Carolyn Lynch, Finance Director, as the Budget Officer. Roll call: Vote: Tayes: Alderman Glab, Alderman Mihevc, Alderman Schaefer, Alderwoman Miller, Alderman Devine, Alderwoman Baehne. 0- nays, 0-abstained. Motion carried. Authorization for the development and execution of a Use/license Agreement with Chicago Pedal Boats for the use of municipal property for the operation of pedal boats. Mr. Anthony Esposito was present to discuss his plans for Pedal Boats in McHenry. Aldermen Santi, Devine, and Schaefer had several questions including safety, hours of operation, location of docking, and areas of the water that the boat would be in operation. Mr. Esposito gave an overview of his planned operation, and explained that a certificate of inspection is obtained from the U.S. Coast Guard. He is open to ideas from the City and residents about how they would like to make reservations and what type of schedule he should operate. He would also like to team with local businesses and is hoping that this is something positive for the residents of McHenry and for visitors alike. Although many on the Council stated that they are excited about this prospective venture, there are still many items that they would like resolved. Liability remains a question, as well as where exactly the boat would be docked and which pier would be used. A motion was made by Alderman Glab and seconded by Alderman Sant! to direct the City staff to move forward with planning but not to execute an agreement with Chicago Pedal Boats. Roll Call: Vote: Tayes: Alderman Glab, Alderman Santi, Alderwoman Baehne, Alderman Devine, Alderman Mihevc, Alderwoman Miller, Alderman Schaefer. 0-nays, 0-abtained. Motion carried. Individual Action Item Agenda: Motion to approve a Final Plat of Subdivision for McCullom Place, Lot One Resubdivision. Alderman Glab questioned the easement areas and access points on the plat. He did not want to see new curb cuts or have property owners with restricted access to the property. He stated that he had no problem approving the plat assuming a cross access easement was provided. Director of Economic Development Martin will work with the property owners to ensure access is provided. Mayor Jett asked if there was any public comment on the topic, and there was none. A motion was made by Alderman Schaefer and seconded by Alderman Santi to approve a Final Plat of Subdivision for McCullom Place, Lot One Resubdivision, contingent on a cross access easement. Roll call: Vote: 6-ayes: Alderman Chaefer, Alderman Santi, Alderwoman Baehne, Alderman Devine, Alderman Glab, Alderman Mihevc. 0-nays, 1-abstained: Alderwoman Miller. Motion carried. Alderwoman Miller stated the purpose of her abstention was because she was on a previous recommending body of the project and did not feel it was appropriate to vote. Discussion Only Items City Council Meeting Minutes May 6, 2019 Page 4 City Council Committees City Administrator Morefield explained that there are annual appointments made at the last meeting of each fiscal year. He noted that there are four standing committees in addition to the Council as a whole. With new Council members joining, he wanted to wait to have committee discussions until the new full Council could be present. Many options were discussed, including having a Committee of the Whole, having discussion only items on the regular meeting agenda, and keeping committees but not having regularly scheduled meetings. Alderman Glab stated that he has no problem with a Committee of the Whole, but believes it would be an injustice to do away with committees altogether. He suggests that when the Council decides they need more input, then they could send it out to a committee. Alderwoman Miller explained that she has worked with other entities that used a Committee of the Whole, and it worked well with not duplicating conversations. She feels that they can keep lively discussions and allows members to do their homework. Alderman Schaffer has liked the way committees have worked in the past and does not want to see them go away either. City Administrator Morefield offered that discussion items at a regular meeting can be used to introduce topics, and a meeting could be scheduled for the Committee of the Whole. For large items, a special meeting could be held to discuss that one item. Committees could still be used when needed and staff can report back to the Council. Mayor Jett does not want to see meetings being held just for the sake of having a meeting. He would like to use committees when needed but not having those committee meetings scheduled every month. Alderman Glab stated that a Committee of the Whole could be less burden for some Council members as there could be less meetings they have to attend. If an issue goes through a committee and doesn't get a recommendation, the Council usually wouldn't vote for it anyways. Date for Strategic Planning Session City Administrator Morefield suggested that June 241h would be a good date for a strategic planning session. He listed a number of successful projects that have come out of strategic planning sessions in the past. He believes a facilitated session would be beneficial to provide an update and get input from the new Council members on board. It was also suggested that the regular meeting on July 1st be cancelled so that there would not be meetings three weeks in a row. Regular meeting agenda items could be added to the special meeting agenda if needed. Executive Session There were no matters to discuss in an executive session. Staff Reports City Administrator Morefield welcomed the new and returning Council members. He stated that a photographer will be present before the next meeting on May 20th at approximately 6:30 for individual and group photographs. No other staff members gave a report. City Council Meeting Minutes May 6, 2019 Page 5 Mayor and City Council Comments Alderman Glab commented that he was not in favor of the referendum that went through that has caused traffic issues on and near Crystal Lake Road. One thing that has been tried to deter speeding is a speed sign on Dartmoor Drive. He would like to see more of those installed permanently. Adjournment There being no further public business to discuss, a Motion was made by Alderwoman Baehne and seconded by Alderwoman Miller to adiourn from the public meeting at 8:14 p.m. Roll call: Vote: 7-ayes: Alderman Baehne, Alderwoman Miller, Alderman Devine, Alderman Glab, Alderman Mihevc, Alderman Santi, Alderman Schaefer. 0-nays, 0-abstained. Motion carried. Respectfully submitted, Monte Johnson, Deputy Clerk Mayor Wayne Jett Deputy Clerk Monte Johnson McHenry, IL Expense Approval Register List of Bills Council Meeting 5-20-19 Vendor Name Payable Number Post Date Description (Item) Account Number Amount Vendor: ACRES GROUP ACRES GROUP 337235 04/30/2019 ARBOR DAY 100-33-6950 11288,48 ACRES GROUP AEI_0337235 04/30/2019 REPLTREES #0337235 510-35-6110 2,061.52 Vendor ACRES GROUP Total: 3,350.00 Vendor: AFFILIATED SERVICE AFFILIATED SERVICE 171539 04/30/2019 REC CENTER ROOF REPAIR 400-00-5110 774,05 Vendor AFFILIATED SERVICE Total: 774.05 Vendor: AFTERMATH INC AFTERMATH INC JC2019-2581 04/30/2019 CELLCLEANING 100-22-5110 105,00 Vendor AFTERMATH INC Total: 105.00 Vendor: AMERICAN LEGION POST491 AMERICAN LEGION POST491 19-04-116 05/20/2019 TEMP SIGN REFUND 100-00-3410 30,00 VendorAMERICAN LEGION POST491Total: 30.00 Vendor: AUTO TECH CENTERS INC AUTO TECH CENTERS INC 294941 04/30/2019 TIRES 315 100-22-5370 635,76 Vendor AUTO TECH CENTERS INC Total: 63536 Vendor: BAKER & SON CO, PETER BAKER & SON CO, PETER 24192 04/30/2019 HMA SFC 100-33-6110 630,45 BAKER & SON CO, PETER 24192A 04/30/2019 HMA SFC 510-35-6110 344,12 Vendor BAKER & SON CO, PETER Total: 974.57 Vendor: BANK OF NEW YORK MELLON TRUST CO, THE BANK OF NEW YORK MELLON MCHENRY 2010B 5/2019 05/20/2019 MCHENRY 2010B 300-00-7200 16,560.00 BANK OF NEW YORK MELLON MCHENRY2010C 5/2019 05/20/2019 MCHENRY2010C 510-32-7200 86,720,00 Vendor BANK OF NEW YORK MELLON TRUST CO, THE Total: 103,280*00 Vendor: BANK OF NEW YORK MELLON, THE BANK OF NEW YORK MELLON, GO SERIES 20125/20/19 05/20/2019 MCHENRY GO SERIES 2012 300-00-7200 51912,50 BANK OF NEW YORK MELLON, INV0008056 05/20/2019 MCHENRY GO SERIES 2012 510-31-7200 20,253,75 Vendor BANK OF NEW YORK MELLON, THE Total: 26,166.25 Vendor: CENTEGRA OCCUPATIONAL HEALTH CENTEGRA OCCUPATIONAL 224893 04/30/2019 ARNS, B CROWLEY, NOLAN, 100-05-5110 434400 CENTEGRA OCCUPATIONAL 225159 04/30/2019 E DILLON, L GOEBEL 100-05-5110 70,00 CENTEGRA OCCUPATIONAL 225169 04/30/2019 BANTNER, BRIDE, M FREUND, J 100-05-5110 200.00 CENTEGRA OCCUPATIONAL 225169 04/30/2019 BANTNER, BRIDE, M FREUND, J 610-00-6940 65,00 Vendor CENTEGRA OCCUPATIONAL HEALTH Total: 769.00 Vendor: CHEN, YONG CHEN, YONG 19-03-084 05/20/2019 TEMP SIGN REFUND 100-00-3410 30,00 Vendor CHEN, YONG Total: 30.00 Vendor: CINTAS CORPORATION LOC 355 CINTAS CORPORATION LOC 355 355-00992 04/19 04/30/2019 SUPP 510-32-4510 631,15 CINTAS CORPORATION LOC 355 APRIL 2019 04/30/2019 SUPP/UNIF 100-33-4510 169,52 CINTAS CORPORATION LOC 355 APRIL2019 04/30/2019 SUPP/UNIF 100-33-6110 197,44 Vendor CINTAS CORPORATION LOC 355 Total: 998611 Vendor: COLLIS, JEFFREY COLLIS, JEFFREY 517746 CK RE 04/30/2019 CHECK RE ISSUE #517746 510-2200 110,01 Vendor COLLIS, JEFFREY Total: 110001 Vendor: COMED COMED INV0008053 04/30/2019 UTIL 100-33-5520 43,51 COMED INV0008053 04/30/2019 UTIL 400-00-5510 679,77 Vendor COMED Total: 72318 5/15/2019 1:30:31 PM Expense Approval Register Vendor Name Payable Number Vendor: CONSTELLATION NEWENERGY INC CONSTELLATION NEWENERGY INV0008054 CONSTELLATION NEWENERGY INV0008054 CONSTELLATION NEWENERGY INV0008054 CONSTELLATION NEWENERGY INV0008054 CONSTELLATION NEWENERGY INV0008054 CONSTELLATION NEWENERGY INV0008054 CONSTELLATION NEWENERGY INV0008055 Vendor: CURRAN CONTRACTING COMPANY CURRAN CONTRACTING 16264 Vendor: DIRECT ENERGY BUSINESS DIRECT ENERGY BUSINESS INV0008057 DIRECT ENERGY BUSINESS INV0008057 Vendor: DIRECT FITNESS SOLUTIONS DIRECT FITNESS SOLUTIONS 0543770-IN DIRECT FITNESS SOLUTIONS 0543809-IN Vendor: DIRECTV DIRECTV 36252545193 Vendor: ED'S AUTOMOTIVE/JIM'S MUFFLER SHOP ED'SAUTOMOTIVE/JI IV[ 'S 2186 4/30/2019 ED'SAUTOMOTIVE/JIM'S INV0008058 ED'SAUTOMOTIVE/JIM'S INV0008058 ED'SAUTOMOTIVE/JIM'S INV0008058 Vendor: FISCHER BROS FRESH FISCHER BROS FRESH 11363 FISCHER BROS FRESH 11386 FISCHER BROS FRESH 11392 Vendor: CLICK IV, HENRY W CLICK IV, HENRY W 5/6-S/10/19 Vendor: GOLF ACADEMY AT TERRA COTTA LLC GOLF ACADEMY AT TERRA 1219-282 Vendor: GREVE, CUNT GREVE,CLINT INV0008059 GREVE, CLINT INV0008110 Vendor: HRGREEN HRGREEN 12055 HRGREEN 126083 HRGREEN 126084 HRGREEN 126084 HRGREEN 126084A Vendor: ILLINOIS DEPT OF INSURANCE ILLINOIS DEPTOF INSURANCE G51021 Vendor: ILLINOIS ENVIRONMENTAL PROTECTION AGENCY ILLINOIS ENVIRONMENTAL L17-5284 Post Date 04/30/2019 04/30/2019 04/30/2019 04/30/2019 04/30/2019 04/30/2019 04/30/2019 04/30/2019 Packet: APPKTO1497 - 5-2049 AP CKS Description (Item) Account Number Amount UTIL 100-33-5520 UTIL 100-33-5520 UTIL 100-42-5510 UTIL 100-44-5510 UTIL 100-45-5510 UTIL 100-46-5510 UTIL 510-32-5510 Vendor CONSTELLATION NEWENERGY INC Total: HMASURFMIX 100-33-6110 Vendor CURRAN CONTRACTING COMPANYTotal: 1,006.66 22,607.77 164.25 28.26 138.44 24.10 29.27 23,998.75 777.40 777.40 04/30/2019 UTIL 510-31-5510 5,084.15 04/30/2019 UTIL 510-32-5510 121535.19 Vendor DIRECT ENERGY BUSINESS Total: 17,619.34 04/30/2019 EQUIP REPAIRS 400-40-5375 11394.00 04(30/2019 REPL SEAT LEG CURL 400-40-5375 258.27 Vendor DIRECT FITNESS SOLUTIONS Total: 11652.27 04/30/2019 MTH LY SVS 400-00-5321 307.97 Vendor DIRECTV Total: 307.97 04/30/2019 MTHLY AUTO 100-33-5370 150.00 04(30/2019 MTHLY AUTO 510-32-5370 44.50 04/30/2019 MTHLY AUTO 510-32-6110 44.50 04/30/2019 MTHLY AUTO 510-35-5370 150.00 Vendor ED'S AUTOMOTIVE/JIM'S MUFFLER SHOP Total: 389.00 04/30/2019 CONCRETE BY BIG R 510-35-6110 11393,88 04/30/2019 CURB/SIDEWALK BROMLEY 510-35-6110 763.75 04/30/2019 SIDEWALK HAMPTON CT 510-35-6110 810.00 Vendor FISCHER BROS FRESH Total: 2,967.63 OS/20/2019 04/30/2019 OS/20/2019 04/30/2019 04/30/2019 OS/20/2019 04/30/2019 04/30/2019 04/30/2019 OS/20/2019 OS/20/2019 SOFTBALL 100-47-5110 Vendor CLICK IV, HENRY W Total: GOLF FEE 100-47-5110 Vendor GOLF ACADEMY ATTERRA COTTA LLC Total: CDL UNIFORM REIMB RET PERS JA FRATE RET PERS -SPEEDWAY CONSULT CONSULT CONSULT 510-35-5430 510-35-4510 Vendor GREVE, CLINT Total: 0-5220 740-0 740-00-5220 100-06-5110 100-33-5110 510-31-5110 Vendor HRGREEN Total: STATE PENSION FUNDS COMPL 760-00-5110 Vendor ILLINOIS DEPT OF INSURANCE Total: WATER REV FUND-WW PROJ 510-2308 50.00 50.00 200.00 200.00 60.00 67.69 127.69 1,084.00 180.00 360.00 925.00 360.00 2,909.00 5,069.71 5,069.71 694,523.47 5J15/2019 1:30:31 PM Expense Approval Register Vendor Name Payable Number ILLINOIS ENVIRONMENTAL L17-5284 Vendor: INGLES INGLES 517738 Vendor: JONES TRAVEL &TOUR JONES TRAVEL & TOUR 108877 Vendor: KIWANIS CLUB OF MCHENRY KIWANIS CLUB OF MCHENRY 1216 Vendor: KUBIAK, STANLEY KUBIAK, STANLEY Vendor: LEXISNEXIS LEXISNEXIS Vendor: LORENZ, K LORENZ, K 517946 1236684-20190430 INV0008060 Vendor: MAD BOMBER FIREWORKS MAD BOMBER FIREWORKS 11237-38 Packet: APPKTO1497 - 5-20-19 AP CKS Post Date Description (Item) Account Number Amount OS/20/2019 WATER REV FUND-WW PROJ 510-32-7600 292,795.11 Vendor ILLINOIS ENVIRONMENTAL PROTECTION AGENCYTotal: 987,318.58 04/30/2019 RE ISSUE CK 517738 510-2200 101.68 Vendor INGLES Total: 101.68 04/30/2019 HOUSE TRIP 100-46-5110 11250,00 Vendor JONES TRAVEL & TOUR Total: 11250.00 04/30/2019 D M KIWANIS LUNCH 100-06-5420 30.00 Vendor KIWANIS CLUB OF MCHENRY Total: 30.00 04/30/2019 04/20/2019 04/30/2019 04/30/2019 Vendor: MARSH USA INC MARSH USA INC 376331290099 OS/20/2019 Vendor: MARTIN, DOUG MARTIN, DOUG INV0008061 04/20/2019 Vendor: MATRIX SOFTBALL MATRIX SOFTBALL 236793 OS/20/2019 Vendor: MCHENRY COUNTY FAIR ASSN MCHENRY COUNTY FAIR ASSN 767335 Vendor: MCHENRY COUNTY RECORDER OF DEEDS MCHENRY COUNTY RECORDER 4/1-4/30/19 MCHENRY COUNTY RECORDER 4/1-4/30/19 MCHENRY COUNTY RECORDER 4/1-4/30/19 MCHENRY COUNTY RECORDER 4/1-4/30/19 MCHENRY COUNTY RECORDER INV0008062 MCHENRY COUNTY RECORDER INV0008062 MCHENRY COUNTY RECORDER INV0008062 MCHENRY COUNTY RECORDER INV0008062 Vendor: MENARD CONSULTING INC MENARD CONSULTING INC GASB 75 Vendor: MENDYK, LAURA MENDYK, LAURA 236830 Vendor: MINUTEMAN PRESS OF MCH MINUTEMAN PRESS OF MCH 92092 MINUTEMAN PRESS OF MCH 92105 MINUTEMAN PRESS OF MCH 92359 CK RE ISSUE 517946 MTHLY 510-2200 Vendor KUBIAK, STANLEY Total: 100-22-5110 Vendor LEXISNEXIS Total: UNIFORM REIMB 100-22-4510 Vendor LORENZ, K Total SHAMROCKS THE FOX 2019 200-00-5110 Vendor MAD BOMBER FIREWORKS Total: NOT BOND-MJOHNSON TRAVELEXP REF CR BAL 100-01-5110 Vendor MARSH USA INC Total: 100-06-5420 Vendor MARTIN, DOUG Total: 100-41-3637 Vendor MATRIX SOFTBALL Total: 04/30/2019 RE ISSUE CK #767335 205-00-6940 Vendor MCHENRY COUNTY FAIR ASSN Total: T3i[i 38.40 130.50 130.50 42.00 42.00 10,000.00 10,000.00 20.00 20.00 41.74 100.00 150.00 04/30/2019 REC FEES 100-01-6940 34.00 04/30/2019 REC FEES 100-01-6940 68.00 04/30/2019 REC FEES 100-01-6940 21148.00 04/30/2019 REC FEES 100-01-6940 170.00 04/30/2019 REC FEES 510-31-6940 85.00 04/30/2019 REC FEES 510-31-6940 85.00 04/30/2019 REC FEES 510-32-6940 119.00 04/30/2019 REC FEES 510-32-6940 493.00 Vendor MCHENRY COUNTY RECORDER OF DEEDS Total: 3,202.00 OS/20/2019 ACTUARY SVS FY 2019 230-00-5110 11500.00 Vendor MENARD CONSULTING INC Total: 1,500.00 OS/20/2019 PGM CXL 100-41-3636 96.00 Vendor MENDYK, LAURA Total: 96.00 04/30/2019 SPONSOR BANNER 200-00-5110 903.80 04/30/2019 EVENT SIGNS 200-00-5110 131.00 OS/20/2019 SERV REQ 100-30-6210 316.71 5/15/2019 1:30:31 PM Expense Approval Register Packet: APPKT01497 - 5-20-19 AP CKS Vendor Name Payable Number Post Date Description (Item) Account Number Amount MINUTEMAN PRESS OF MCH 92364 05/20/2019 B BAEHNE BUS CARDS 100-01-5330 61.00 MINUTEMAN PRESS OF MCH 92395 05/20/2019 M JOHNSON BUS CARDS 100-01-5330 61.00 Vendor MINUTEMAN PRESS OF MCH Total: 11473.51 Vendor: NAPA AUTO PARTS MPEC NAPA AUTO PARTS MPEC 1370 4/30/19 04/30/2019 MTHLY PARTS 100-22-5370 11388.50 NAPA AUTO PARTS MPEC 1370 4/30/19 04/30/2019 MTHLY PARTS 100-33-5115 28.49 NAPA AUTO PARTS MPEC 1370 4/30/19 04/30/2019 MTHLY PARTS 100-33-5370 933.15 NAPA AUTO PARTS MPEC 1370 4/30/19 04/30/2019 MTHLY PARTS 100-45-5370 333.37 NAPA AUTO PARTS MPEC INV0008063 04/30/2019 PARTS 510-31-5370 37.43 NAPA AUTO PARTS MPEC INV0008063 04/30/2019 PARTS 510-32-5370 402.21 NAPA AUTO PARTS MPEC INV0008063 04/30/2019 PARTS 510-35-5370 179.00 Vendor NAPA AUTO PARTS MPEC Total: 31302.15 Vendor: NEUBAUER, KAREN NEUBAUER, KAREN 517731 04/30/2019 CHECK RE ISSUE #517731 510-2200 17.65 Vendor NEUBAUER, KAREN Total: 17.65 Vendor: OTTOSEN BRITZ KELLY COOPER & GILBERT LTD OTTOSEN BRITZ KELLY COOPER 116009 04/30/2019 LABOR 100-01-5230 47.72 Vendor OTTOSEN BRITZ KELLY COOPER & GILBERT LTD Total: 4732 Vendor: PDC LABORATORIES INC PDC LABORATORIES INC 19366019 04/30/2019 PHOS. TESTS 510-32-6110 80.00 PDC LABORATORIES INC 19366020 04/30/2019 APRILSAMPLES 510-31-5110 450.00 Vendor PDC LABORATORIES INC Total: 530.00 Vendor: PETROCHOICE LLC PETROCHOICE LLC 10922636 04/30/2019 FUEL BILL 100-03-6250 133.21 PETROCHOICE LLC 10929081 04/30/2019 FUEL 510-35-6250 370.37 PETROCHOICE LLC 10929099 04/30/2019 FUEL 510-32-6250 957.21 PETROCHOICE LLC 10929100 04/30/2019 FUEL 510-31-6250 179.16 PETROCHOICE LLC 10929102 04/30/2019 FUEL 100-33-6250 11062.65 PETROCHOICE LLC 10929103 04/30/2019 FUEL 100-22-6250 11969,69 Vendor PETROCHOICE LLC Total: 41672*29 Vendor: PROSHRED SECURITY PROSHRED SECURITY 990040419 04/30/2019 SHRED 100-01-5110 380.00 Vendor PROSHRED SECURITY Total: 380.00 Vendor: REVERE ELECTRIC REVERE ELECTRIC S3842989.001 04/30/2019 MOTOR STARTERS BOONE 510-32-5380 174.91 Vendor REVERE ELECTRIC Total: 174.91 Vendor: ROBLES, BENJAMIN III ROBLES, BENJAMIN III 517741 04/20/2019 RE ISSUE CK#517741 510-2200 74.86 Vendor ROBLES, BENJAMIN III Total: 74.86 Vendor: ROSS, KAYLEE ROSS, KAYLEE 1219-281 04/30/2019 INSTRUCTOR GOLF FEE 100-47-5110 375.00 Vendor ROSS, KAYLEE Total: 375.00 Vendor: SCHAFER, PAT SCHAFER, PAT INV0008064 04/30/2019 PETERSEN FARM GARDEN 100-01-4220 49.75 Vendor SCHAFER, PAT Total: 49.75 Vendor: SECOND AMENDMENT SPORTS SECOND AMENDMENT SPORTS 19-03-090 05/20/2019 TEMP USE PERMIT 100-00-3410 30.00 Vendor SECOND AMENDMENT SPORTS Total: 30.00 Vendor: SHAW MEDIA SHAW MEDIA 104744/30/19 04/30/2019 APRILADS 400-00-5210 596.00 Vendor SHAW MEDIA Total: 596.00 Vendor: STANARD & ASSOCIATES INC STANARD & ASSOCIATES INC SA40815 04/30/2019 DISPATCH TESTING 100-22-5110 1/185400 Vendor STANARD & ASSOCIATES INC Total: 1,185.00 5/15/2019 1:30;31 PM Expense Approval Register Vendor Name Payable Number Vendor: SUPPLYWORKS SUPPLYWORKS 489458141 Vendor: ULTRA STROBE COMMUNICATIONS INC ULTRA STROBE 075061 ULTRA STROBE 075649 Vendor: VERIZON CONNECT NWF, INC VERIZON CONNECT NWF, INC CITY392 OSV 1759342 Vendor: WINNEBAGO LANDFILL CO WINNEBAGO LANDFILL CO 4006 Vendor: WORKPLACE SOLUTIONS WORKPLACE SOLUTIONS INV16996 Vendor: ZUKOWSKI ROGERS FLOOD & MCARDLE ZUKOWSKI ROGERS FLOOD & 137248 ZUKOWSKI ROGERS FLOOD & 137251 ZUKOWSKI ROGERS FLOOD & 137252 Packet: APPKT01497 - 5-20-19 AP CKS Post Date Description (Item) Account Number Amount 04/30/2019 CLEANING PRODUCTS 100-01-6110 372.25 Vendor SUPPLYWORKS Total: 372.25 04/30/2019 LIGHTS 431 100-33-5370 161.90 04/30/2019 SEAT COVERS DURANGO 100-22-5370 145.90 Vendor ULTRA STROBE COMMUNICATIONS INCTotal: 307.80 04/30/2019 GPS TRUCKS 100-33-6110 518.70 Vendor VERIZON CONNECT NWF, INC Total: 518.70 04/30/2019 SLUDGE 510-32-5580 6,436.80 Vendor WINNEBAGO LANDFILL CO Total: 6/436980 OS/20/2019 EAP 5/1-5/31/19 100-01-5110 450.42 Vendor WORKPLACE SOLUTIONS Total: 450.42 04/30/2019 RET PERS MCH SCH DIST 156 740-00-5230 217.50 OS/20/2019 RET PRS RICKY ROCKETS 740-00-5230 362.50 04/30/2019 RET PERS DN N DRTY, LLC 740-00-5230 217.50 Vendor ZUKOWSKI ROGERS FLOOD & MCARDLE Total: 797.50 Grand Total: 1,219,828.00 5/15/2019 1:30:31 PM Expense Approval Register Packet: APPKT01497 - 5-2049 AP CKS Fund Summary Fund Expense Amount 100 - GENERAL FUND 44,400,69 200-TOURISM FUND 11,034,80 205 - PAGEANT FUND 150,00 230 -AUDIT EXPENSE FUND 1,500.00 300 - DEBT SERVICE-1997A FUND 22,472,50 400 - RECREATION CENTER FUND 41010,06 510- WATER/SEWER FUND 1,129,063.74 610- RISK MANAGEMENT FUND 65.00 740 -RETAINED PERSONNEL ESCROW 2,061.50 760- POLICE PENSION FUND 51069,71 Grand Total: 1,219,828.00 Expense Approval Register McHenry, IL #2 List of Bills Council Meeting 5-20A9 Vendor Name Payable Number Post Date Description (Item) Account Number Amount Vendor: ADAMS ENTERPRISES INC, R A ADAMS ENTERPRISES INC, RA J002482 05/20/2019 lift gate repair 805 510-35-5370 800.00 ADAMS ENTERPRISES INC, RA S010612 05/20/2019 spring parts 468 100-33-5370 125.02 Vendor ADAMS ENTERPRISES INC, RATotal: 925.02 Vendor: ADAMS STEEL SERVICE & SUPPLY, INC ADAMS STEEL SERVICE & 356199 05/20/2019 Welding Wire 510-32-6110 73.99 Vendor ADAMS STEEL SERVICE & SUPPLY, INC Total: 73.99 Vendor: ALEXANDER LUMBER CO ALEXANDER LUMBER CO 1670590 04/30/2019 Lumber 100-33-6110 113.84 Vendor ALEXANDER LUMBER CO Total: 113.84 Vendor: ALPHA BUILDING MAINTENANCE SERVICE INC ALPHA BUILDING 19409MRC 05/15/2019 Monthly cleaning contract 400-00-5200 21080.00 Vendor ALPHA BUILDING MAINTENANCE SERVICE INCTotal: 21080.00 Vendor: ARAMARK ARAMARK 21571952 04/30/2019 Clothing=Chris V 100-45-4510 73.93 ARAMARK 21572239 04/30/2019 Cloth ing=Crowder 100-45-4510 101.12 ARAMARK 21576889 04/30/2019 Clothing=Crowder 100-45-4510 149.37 ARAMARK 21586287 04/30/2019 CLOTHING CROWDER 100-45-4510 137.31 ARAMARK 21594235 05/20/2019 CLOTH ING-ZI MMERMAN 100-45-4510 227.70 ARAMARK 21596564 04/30/2019 CLOTHING-DILLON 100-45-4510 105.84 Vendor ARAMARK Total: 795.27 Vendor: AT&T AT&T 6201920012 05/20/2019 8150578-1029033609 620-00-5320 93.20 AT&T 6201920013 05/20/2019 8150363-2122024503 620-00-5320 21107.33 AT&T 6201920014 05/20/2019 8150759-1360 438 6 620-00-5320 210.58 AT&T 6201920015 05/20/2019 8150363-2662023804 620-00-5320 778.19 AT&T 6201920016 05/20/2019 8150363-2129020706 620-00-5320 2,944.46 AT&T 6201920017 05/20/2019 815 363-2660 237 8 620-00-5320 316.77 AT&T 6201920018 05/20/2019 815 363-7243 490 8 620-00-5320 212.08 Vendor AT&T Total: 6,662.61 Vendor: BIG R STORE BIG R STORE 11502 4/30/19 04/20/2019 propane fill. vendor INV # 100-33-6110 158.00 BIG R STORE INV0008065 04/30/2019 Boot Allowance 510-32-4510 159.99 Vendor BIG R STORE Total: 317.99 Vendor: CAREY ELECTRIC CAREY ELECTRIC 34956 04/30/2019 Vendor: CDW GOVERNMENT INC COW GOVERNMENT INC RZB3606 04/30/2019 Vendor: CE SOLING &ASSOCIATES, LLC CE SOLING &ASSOCIATES, LLC 1112 OS/20/2019 Vendor: CENTURY SPRINGS CENTURY SPRINGS 2179740 04/30/2019 CENTURY SPRINGS 2191831 04/30/2019 Vendor: CINTAS CORPORATION LOC 355 CINTAS CORPORATION LOC 355 355-11089 04/19 04/30/2019 CINTAS CORPORATION LOC 355 355-11089 4/30/19 04/30/2019 Contractual Electrical Repairs inn -45-5110 Vendor CAREY ELECTRIC Total: 568.00 Quote KNZV749Laptop Bag 620-00-6110 86.90 Vendor CDW GOVERNMENT INCTotal: 86.90 Dryer Feed Pump -Parts 510-32-5375 11249.81 Vendor CE SOLING &ASSOCIATES, LLC Total: 1,249.81 Lab Water 510-32-6110 27.00 Lab Water 510-32-6110 27.00 Vendor CENTURY SPRINGS Total: 54.00 MATS 100-01-5110 55.26 MATS 100-01-5110 SS.26 S/15/2019 1:22:40 PM Expense Approval Register Vendor Name Payable Number Post Date CINTAS CORPORATION LOC 355 5012946354 04/30/2019 Vendor: COMCAST CABLE COMCAST CABLE 6201920019 05/20/2019 COMCAST CABLE 6201920020 05/20/2019 COMCAST CABLE 6201920021 05/20/2019 Vendor: CONCENTRIC INTEGRATION,LLC CONCENTRIC INTEGRATION,LLC 0205587 04/30/2019 Vendor: CONSERV FS CONSERV FS 65074606 04/30/2019 Vendor: CORE &MAIN CORE & MAIN K470768 04/30/2019 Vendor: CORKSCREW GYMNASTICS &SPORTS ACADEMY CORKSCREW GYMNASTICS & 630 04/30/2019 Vendor: CRYSTAL LAKE PARK DISTRICT CRYSTAL LAKE PARK DISTRICT 1219-236 04/30/2019 Vendor: FUN EXPRESS LLC FUN EXPRESS LLC 696034339-01 04/30/2019 Vendor: GALLS LLC GALLS LLC 012544928 04/30/2019 GALLS LLC 012562311 04/30/2019 GALLS LLC 012566441 04/30/2019 GALLS LLC OR12712295 04/30/2019 Vendor: GEMSEAL/SURFACE COATINGS GEMSEAL/SURFACECOATlNGS INV1042098 04/30/2019 Vendor: GLOBAL EQUIPMENT COMPANY GLOBAL EQUIPMENT 114236620 04/30/2019 Vendor: GMIS INTERNATIONAL GMIS INTERNATIONAL 300005277 O5/20/2019 Vendor: GREEN DOOR PROMOTIONS LLC GREEN DOOR PROMOTIONS 19-2009 O5/20/2019 Vendor: GUARDIAN TRACKING GUARDIAN TRACKING 2019-0312 OS/20/2019 Vendor: ID WHOLESALER SOUTH ID WHOLESALER SOUTH 1588787 04/30/2019 Packet: APPKTO1500 - 5-20-19 RE Ci INVOICE Description (Item) Account Number Amount first aid supplies 400-00-6130 95.72 Vendor CINTAS CORPORATION LOC 355 Total: 206.24 REC CTR INTERNET 620-00-5110 31.71 WW INTERNET 620-00-5110 130.82 PW INTERNET 620-00-5110 135.76 Vendor COMCAST CABLE Total: 298.29 Replace Filter #2 Level 510-31-5110 766.54 Vendor CONCENTRIC INTEGRATION,LLCTotal: 766.54 SPORTSFIELD SUPPLIES 100-45-6110 344.05 Vendor CONSERV FS Total: 344.05 pipe parts 510-35-6110 534.52 Vendor CORE & MAIN Total: 534.52 Gymanstics Spring 100-47-5110 Vendor CORKSCREW GYMNASTICS & SPORTS ACADEMYTotal: Trip -Church Tour 100-46-5110 Vendor CRYSTAL LAKE PARK DISTRICT Total Day of Play Crafts UNIFORM ORDER - ROSKE UNIFORM ORDER - ZUMWALT UNIFORM ORDER - PARDUE UNIFORM ORDER - COX 100-47-6920 Vendor FUN EXPRESS LLC Total 100-22-4510 100-22-4510 100-22-4510 100 22-4510 Vendor GALLS LLC Total: SS-ltackcoat-5 gal. vendor 100-33-6110 Vendor GEMSEAL/SURFACE COATINGS Total: Green Locate Marking Paint 510-31-6110 Vendor GLOBAL EQUIPMENT COMPANYTotal: 1,140.00 1,140.00 739.20 739.20 267.36 267.36 67.77 65.80 248.64 43.10 425.31 1,682.50 1,682.50 174.11 174.11 GMIS Annual Membership 620-00-5410 300.00 Vendor GMIS INTERNATIONAL Total: 300.00 -Staff Shirts 100-44-6110 252.54 Conc Program -Staff Sweatshirts 100-46-6110 901.80 Staff Recognition 100-46-6110 78.00 Staff Recognition 100-47-6110 78.00 Staff Recognition 400-00-5215 78.00 Day of Play & Promotional 100-47-6920 1,52&50 Vendor GREEN DOOR PROMOTIONS LLC Total: 21916.84 ANNUAL INVOICE 100-23-5110 11464.00 Vendor GUARDIAN TRACKING Total: 1,464.00 DATACARD RIBBON 100-22-6210 210.00 Vendor ID WHOLESALER SOUTH Total: 210.00 5/15/2019 1:22:40 PM Expense Approval Register Packet: APPKT01500 - 5.20.19 RECT INVOICE Vendor Name Payable Number Post Date Description (Item) Account Number Amount Vendor: IN TIME SERVICES INC IN TIME SERVICES INC 9636 05/20/2019 Payroll Timesheets 620-00-5110 6j780vOO Vendor IN TIME SERVICES INC Total: 6,780.00 Vendor: INTERSTATE BILLING SERVICE INC INTERSTATE BILLING SERVICE 3014837759 OS/20/2019 parts 403 100-33-5370 120.29 Vendor INTERSTATE BILLING SERVICE INC Total: 12019 Vendor: JENSEN, TED JENSEN, TED 03470 04/30/2019 Repair 15yd Dumpster tailgate 510-32-5370 100,00 Vendor JENSEN, TED Total: 100.00 Vendor: KIMBALL MIDWEST KIMBALL MIDWEST 7102649 05/20/2019 stock 100-33-6210 311676 KIMBALL MIDWEST 7116623 05/20/2019 stock 100-33-6110 265A8 Vendor KIMBALL MIDWEST Total: 577.24 Vendor: LAFARGE NORTH AMERICA LAFARGE NORTH AMERICA 710395292 04/30/2019 CM-11 Wash Stone 167545160 510-35-6110 115.52 LAFARGE NORTH AMERICA 710395292A 04/30/2019 FM-2 Sand 167545207 510-35-6110 61.63 LAFARGE NORTH AMERICA 710458472 05/20/2019 CM-6 virgin grade 9167546461 510-35-6110 96,12 LAFARGE NORTH AMERICA 710458472A 05/20/2019 FM-2 sand 167546450 510-35-6110 6336 LAFARGE NORTH AMERICA 710458472B O5/20/2019 FM-2 sand 167546423 510-35-6110 44.00 LAFARGE NORTH AMERICA 710465740 05/20/2019 Fm-2 Sand 167546732 510-35-6110 52,72 Vendor LAFARGE NORTH AMERICA Total: 43335 Vendor: LAKESIDE PEST CONTROL SERVICE INC LAKESIDE PEST CONTROL 083867 04/30/2019 PEST CONTROL CITY HALL 100-01-5110 121.00 Vendor LAKESIDE PEST CONTROL SERVICE INC Total: 121600 Vendor: LEADSONLINE LEADSONLINE 249951 05/20/2019 ANNUAL RENEWAL 100-22-5110 2,578.00 Vendor LEADSONLINE Total: 2,578.00 Vendor: MASTERVIEW MASTERVIEW 1219-238 04/30/2019 Dance Video 3 of 3 100-46-6110 1187534 Vendor MASTERVIEW Total: 1187534 Vendor: MCCANN INDUSTRIES INC MCCANN INDUSTRIES INC P00717 05/20/2019 tie rod 446 100-33-5370 35.05 MCCANN INDUSTRIES INC P00719 05/20/2019 steering parts 446 100-33-5370 1116358 Vendor MCCANN INDUSTRIES INC Total: 1,198.63 Vendor: MCHENRY POWER EQUIPMENT INC MCHENRY POWER EQUIPMENT 313087 05/20/2019 switch echo blower 510-32-5370 10.26 Vendor MCHENRY POWER EQUIPMENT INC Total: 1016 Vendor: MCHENRY SPECIALTIES MCHENRY SPECIALTIES 2019-324 05/20/2019 PLAQUE 100-22-6210 35,00 MCHENRY SPECIALTIES 2019-341 05/20/2019 MMAC Award 100-47-6110 15.95 MCHENRY SPECIALTIES 2019-351 05/20/2019 Nametags and Nameplates for 100-01-4220 56.00 Vendor MCHENRY SPECIALTIES Total: 106695 Vendor: MCMASTER-CARR SUPPLY CO MCMASTER-CARR SUPPLY CO 93386842 05/20/2019 6" Coupling 510-32-6110 24.60 Vendor MCMASTER-CARR SUPPLY CO Total: 24.60 Vendor: MENARDS - CRYSTAL LAKE MENARDS - CRYSTAL LAKE 94684 04/30/2019 LPCC RENOVATIONS 100-45-6110 522.60 Vendor MENARDS - CRYSTAL LAKE Total: 522.60 Vendor: METRO DOOR AND DOCK INC METRO DOOR AND DOCK INC E13123 05/20/2019 door repair 100-33-5115 1,665A4 Vendor METRO DOOR AND DOCK INC Total: 1,665A4 Vendor: MID AMERICAN WATER OF WAUCONDA INC MID AMERICAN WATER OF 208165W 04/30/2019 Clamp 510-35-6110 274,00 MID AMERICAN WATER OF 208166W 04/30/2019 Pipe Fittings 510-35-6110 30.00 Vendor MID AMERICAN WATER OF WAUCONDA INCTotal: 304.00 5/15/2019 1:22:40 PM Expense Approval Register Packet: APPKTO1500 - 5-2049 RE CT INVOICE Vendor Name Payable Number Post Date Description (Item) Account Number Amount Vendor: MIDWEST HOSE AND FITTINGS INC MIDWEST HOSE AND FITTINGS M25568 05/20/2019 447 100-33-5370 112.57 MIDWEST HOSE AND FITTINGS M25593 05/20/2019 Hose repair M25593 510-35-6110 15.00 MIDWEST HOSE AND FITTINGS M25602 05/20/2019 hose fittings 454 510-35-5370 30.64 MIDWEST HOSE AND FITTINGS M25620 05/20/2019 2 Lay Flat hose 510-32-6110 98.00 Vendor MIDWEST HOSE AND FITTINGS INCTotal: 256.21 Vendor: MIDWEST METER INC MIDWEST METER INC 0110976-IN 05/20/2019 (2) M70 Register 510-31-6110 141.72 MIDWEST METER INC 0111095-IN 05/20/2019 Inv#111095-In, Lead Seals and 510-31-6110 141.50 Vendor MIDWEST METER INC Total: 283.22 Vendor: MIDWEST WATER GROUP INC MIDWEST WATER GROUP INC 10315 05/20/2019 Swan Reagents- Inv#10315 510-31-6110 11329.63 Vendor MIDWEST WATER GROUP INC Total: 1,329.63 Vendor: MILLER MONUMENT COMPANY MILLER MONUMENT STSMH143 04/30/2019 Arbor Day Donation Bricks 100-33-6950 249.75 Vendor MILLER MONUMENT COMPANYTotal: 249.75 Vendor: MINUTEMAN PRESS OF MCH MINUTEMAN PRESS OF MCH 92330 04/30/2019 TRAINING TASK BOOKS 100-22-6210 143.25 MINUTEMAN PRESS OF MCH 92342 04/30/2019 PRINTED ANNUAL REPORTS 100-22-6210 290.10 Vendor MINUTEMAN PRESS OF MCH Total: 433.35 Vendor: NORTHERN ILLINOIS POLICE ALARM SYSTEM NORTHERN ILLINOIS POLICE 12765 05/20/2019 MEMBERSHIP ASSESSMENT 100-22-5110 400.00 Vendor NORTHERN ILLINOIS POLICE ALARM SYSTEM Total: 400.00 Vendor: OLSEN SAFETY EQUIPMENT CORP OLSEN SAFETY EQUIPMENT 0365281-IN 04/30/2019 rain suites 100-33-6290 101.60 Vendor OLSEN SAFETY EQUIPMENT CORP Total: 101.60 Vendor: PETROCHOICE LLC PETROCHOICE LLC 10922639 05/20/2019 PetroChoice: Fuel 100-45-6250 82.45 PETROCHOICE LLC 10922641 05/20/2019 FUEL 10922641 100-22-6250 1/519226 PETROCHOICE LLC 10935307 05/20/2019 FUEL - 10935307 510-35-6250 268.14 PETROCHOICE LLC 10935324 05/20/2019 FUEL - 10935324 510-32-6250 617.66 PETROCHOICE LLC 10935325 05/20/2019 FUEL-10935325 510-31-6250 206.18 PETROCHOICE LLC 10935326 05/20/2019 Fuel 100-45-6250 378.19 PETROCHOICE LLC 10935327 05/20/2019 FUEL-10935327 100-33-6250 659.60 Vendor PETROCHOICE LLC Total: 3,731.48 Vendor: PETTIBONE & CO, P F PETTIBONE & CO, P F 17269 04/30/2019 BADGES #1125/#1126 100-22-6210 666.00 Vendor PETTIBONE & CO, P F Total: 666.00 Vendor: POWER DMS INC POWER DMS INC 26433 05/20/2019 PowerDMS Annual 620-00-5110 31477,00 Vendor POWER DMS INC Total: 31477.00 Vendor: QUALITY TIRE SERVICE QUALITY TIRE SERVICE 52287 05/20/2019 flat repair 510-32-5370 50.00 Vendor QUALITY TIRE SERVICE Total: 50.00 Vendor: REINDERS INC REINDERS INC 4055440-00 04/30/2019 VEHICLE REPAIRS 100-45-5370 658.34 Vendor REINDERS INC Total: 658.34 Vendor: RELIABLE SAND & GRAVEL RELIABLE SAND & GRAVEL 7212 04/30/2019 CONSTRUCTION SUPPLIES 100-45-6110 69.21 Vendor RELIABLE SAND & GRAVEL Total: 69.21 Vendor: SAM'S CLUB SAM'S CLUB INV0008105 04/30/2019 Bunny Breakfast Supplies 100-47-6920 280.33 SAM'S CLUB INV0008106 04/30/2019 Conc-Cleaning Supplies 100-44-6110 227.93 SAM'S CLUB INV0008107 04/30/2019 Conc- Food 100-44-6110 730,00 SAM'S CLUB INV0008108 04/30/2019 Conc- Popcorn Bags 100-44-6110 35.92 5/15/2019 1:22:40 PM Expense Approval Register Vendor Name Payable Number SAM'S CLUB INV0008109 Vendor: SAYERS SAYERS PB9000859 Vendor: SUPER AGGREGATES SUPERAGGREGATES 0052124 SUPER AGGREGATES 52124 Vendor: TAYLOR & ASSOCIATES INC TAYLOR & ASSOCIATES INC 19791 Vendor: THELEN MATERIALS LLC THELEN MATERIALS LLC 372979 THELEN MATERIALS LLC 372980 THELEN MATERIALS LLC 372980A Vendor: ULTRA STROBE COMMUNICATIONS INC ULTRA STROBE 075582 Vendor: VEOLIA WATER TECHNOLOGIES, INC VEOLIA WATER 19000267RI05700 Vendor: ZARNOTH BRUSH WORKS INC ZARNOTH BRUSH WORKS INC 0175061-IN Packet: APPKT01500 - 5-20.19 RECT INVOICE Post Date Description (Item) Account Number Amount 04/30/2019 Program -Supplies 100-46-6110 8.72 Vendor SAM'S CLUB Total: 1,282.90 04/30/2019 NetMotion Annual 620-00-5110 2,067.19 Vendor SAYERS Total: 2,067.19 04/30/2019 mixed cln fill 5cy(dump). 100-33-6110 50.00 04/30/2019 mixed cln fill 5cy(dump). 100-33-6110 50.00 Vendor SUPER AGGREGATES Total: 100.00 OS/20/2019 Pool Furniture 100-42-6110 4,387.44 Vendor TAYLOR & ASSOCIATES INC Total: 4,387.44 04/30/2019 Boat Launch Supplies 100-45-6110 455.61 04/30/2019 grade #9 [DOT. vendor ticket # 100-33-6110 133.16 04/30/2019 grade #91DOT. vendor ticket# 100-33-6110 140.70 Vendor THELEN MATERIALS LLC Total: 729.47 04/30/2019 INSTALL EQUIPMENT 324 100-22-8300 91003,44 Vendor ULTRA STROBE COMMUNICATIONS INC Total: 9,003.44 04/30/2019 Hydrex Sand 510-32-6110 857.56 Vendor VEOLIA WATER TECHNOLOGIES, INC Total: 857.56 04/30/2019 brooms441 100-33-5370 474.50 Vendor ZARNOTH BRUSH WORKS INC Total: 474.50 Grand Total: 71,422.38 5/15/2019 1:22:40 PM Expense Approval Register Packet: APPKT01500 - 5-2049 RECT INVOICE no Summary no Expense Amount 100 - GENERAL FUND 41,055.47 400 - RECREATION CENTER FUND 2125332 510- WATER/SEWER FUND 8,441.20 620 - INFORMATION TECHNOLOGY FUND 19,671.99 Grand Total: 71,422.38 AS NEEDED CHECKS COUNCIL MEETING 5-20-19 100 100-22-5420 BANKCARD PROCESSING CENTER 04/05/2019 308,49 100 100-22-5430 BANKCARD PROCESSING CENTER 04/05/2019 15,00 100 100-23-5430 BANKCARD PROCESSING CENTER 04/05/2019 30,00 100 100-22-5430 CHILD ADVOCACY CENTER OF MCHENRY COUNTY 04/05/2019 45,00 100 10046-5110 HUNTLEY PARK DISTRICT 04/05/2019 550,00 100 100-224510 JG UNIFORMS INC 04/05/2019 179.25 100 100-22-5420 KULCSAR, EVE 04/05/2019 56,00 100 100-33-5370 MCCANN INDUSTRIES INC 04/05/2019 35,45 100 1 00-22-51 10 NORTHSHORE OMEGA 04/05/2019 547,00 100 100-03-5430 NorthwestBOCA 04/05/2019 60,00 510 510-32-5510 COMED 04/05/2019 116,42 510 510-35-5370 MCCANN INDUSTRIES INC 04/05/2019 40,45 620 620-00-6210 STANS LPS MIDWEST 04/05/2019 74,88 100 100-22-5430 LAKE COUNTY JUVENILE OFFICER'S ASSN 04/12/2019 80,00 100 100-01-6110 ACE HARDWARE, MCHENRY 04/12/2019 199,29 100 1 00-33-61 10 ACE HARDWARE, MCHENRY 04/12/2019 347,58 100 100-33-6950 ACE HARDWARE, MCHENRY 04/12/2019 45,87 100 10045-6110 ACE HARDWARE, MCHENRY 04/12/2019 617,40 100 10041-5330 BANKCARD PROCESSING CENTER 04/12/2019 65,00 100 100-41-5430 BANKCARD PROCESSING CENTER 04/12/2019 30,00 100 10044-5430 BANKCARD PROCESSING CENTER 04/12/2019 40,00 100 10044-6110 BANKCARD PROCESSING CENTER 04/12/2019 482,60 100 1004&6110 BANKCARD PROCESSING CENTER 04/12/2019 367,58 100 10047-5110 BANKCARD PROCESSING CENTER 04/12/2019 408,00 100 10047-6110 BANKCARD PROCESSING CENTER 04/12/2019 342,95 100 10047-6920 BANKCARD PROCESSING CENTER 04/12/2019 237,50 100 1 00-03-541 0 BANKCARD PROCESSING CENTER 04/12/2019 153,38 100 10046-6110 BANKCARD PROCESSING CENTER 04/12/2019 45,38 100 100-22-5420 BANKCARD PROCESSING CENTER 04/12/2019 46,23 100 100-22-5420 BANKCARD PROCESSING CENTER 04/12/2019 69,88 100 100-22-5430 BANKCARD PROCESSING CENTER 04/12/2019 90,00 100 100-22-5430 BANKCARD PROCESSING CENTER 04/12/2019 25,00 100 1 00-22-61 10 BANKCARD PROCESSING CENTER 04/12/2019 170.51 100 1 00-22-621 0 BANKCARD PROCESSING CENTER 04/12/2019 47,41 100 100-22-6210 BANKCARD PROCESSING CENTER 04/12/2019 119.50 100 100-22-6210 BANKCARD PROCESSING CENTER 04/12/2019 29,84 100 1 00-22-621 0 BANKCARD PROCESSING CENTER 04/12/2019 101.94 100 100-22-6210 BANKCARD PROCESSING CENTER 04/12/2019 95,60 100 100-22-6210 BANKCARD PROCESSING CENTER 04/12/2019 259,96 100 10045-5110 CINTAS 04/12/2019 76,48 100 1 00-01 -51 10 CINTAS CORPORATION LOC 355 04/12/2019 137,82 100 1 00-33-451 0 CINTAS CORPORATION LOC 355 04/12/2019 151,72 100 1 00-33-61 10 CINTAS CORPORATION LOC 355 04/12/2019 172,88 100 100-22-5420 DUCAK, KELLY 04/12/2019 750000 100 100-45-6110 JRM CHEMICALS INC 04/12/2019 62,66 100 10047-5110 MCHENRY COMMUNITY SCHOOL DIST #15 04/12/2019 1617052 100 10044-5110 MCHENRY COUNTY DEPT OF HEALTH 04/12/2019 135,00 100 100-01-6110 SECRETARY OF STATE 04/12/2019 101.00 100 100-01-6110 SECRETARY OF STATE / DEPT OF POLICE 04/12/2019 101,00 100 100-01-5110 TREASURER STATE OF ILLINOIS 04/12/2019 1169*75 100 100-01-8600 TREASURER STATE OF ILLINOIS 04/12/2019 67947,88 200 200-00-5110 ACE HARDWARE, MCHENRY 04/12/2019 71491 400 400-00-5430 BANKCARD PROCESSING CENTER 04/12/2019 30,00 400 400-00-6120 BANKCARD PROCESSING CENTER 04/12/2019 19,32 400 40040-5110 BANKCARD PROCESSING CENTER 04/12/2019 422.00 400 400-00-6130 CINTAS 04/12/2019 64,74 510 510-31-5110 ACE HARDWARE, MCHENRY 04/12/2019 11,99 510 510-32-5110 ACE HARDWARE, MCHENRY 04/12/2019 883,54 510 510-35-6110 ACE HARDWARE, MCHENRY 04/12/2019 252,14 510 510-32-6110 CENTURY SPRINGS 04/12/2019 46,00 510 510-324510 CINTAS CORPORATION LOC 355 04/12/2019 434,00 510 510-32-5380 DREISILKER ELECTRIC MOTORS INC 04/12/2019 9,95 510 510-32-5510 NICOR GAS 04/12/2019 29080 620 620-00-6110 BANKCARD PROCESSING CENTER 04/12/2019 54,05 100 100-22-6210 41MPRINT INC 04/19/2019 993049 100 100-33-5430 41MPRINT INC 04/19/2019 170600 100 100-01-5410 BANKCARD PROCESSING CENTER 04/19/2019 405000 100 100-01-6210 BANKCARD PROCESSING CENTER 04/19/2019 8,67 100 100-30-5430 BANKCARD PROCESSING CENTER 04/19/2019 253,12 100 100-33-5430 BANKCARD PROCESSING CENTER 04/19/2019 650.74 100 1 00-33-61 10 BANKCARD PROCESSING CENTER 04/19/2019 84,91 100 100-33-5115 CAREY ELECTRIC 04/19/2019 1004,00 100 10046-6110 CHILD SAFETY SOLUTIONS 04/19/2019 124,19 100 100-33-5520 CONSTELLATION NEWENERGY INC 04/19/2019 56,45 100 100-33-5520 CONSTELLATION NEWENERGY INC 04/19/2019 351,49 100 100-33-5520 CONSTELLATION NEWENERGY INC 04/19/2019 60.96 100 1 00-33-61 10 CRESCENT ELECTRIC SUPPLY CO 04/19/2019 144,91 100 100-22-5420 HOLIDAY INN CHAMPAIGN 04/19/2019 112,99 100 100-01-6110 HOME DEPOT CREDIT SERVICES 04/19/2019 3702,04 100 1 00-22-621 0 HOME DEPOT CREDIT SERVICES 04/19/2019 31.11 100 1 00-33-61 10 HOME DEPOT CREDIT SERVICES 04/19/2019 58,47 100 100-33-6115 HOME DEPOT CREDIT SERVICES 04/19/2019 459.93 100 10041-6110 HOME DEPOT CREDIT SERVICES 04/19/2019 45,92 100 10042-6110 HOME DEPOT CREDIT SERVICES 04/19/2019 87.51 100 10045-6110 HOME DEPOT CREDIT SERVICES 04/19/2019 1053,90 100 10046-6110 MASTERVIEW 04/19/2019 843,33 100 100-01-5410 MCHENRY COUNTY EDC 04/19/2019 1900,00 100 100-42-5510 NICOR GAS 04/19/2019 975,07 100 10043-5510 NICOR GAS 04/19/2019 112,06 100 10045-5510 NICOR GAS 04/19/2019 1778,19 100 10046-5510 NICOR GAS 04/19/2019 56,85 100 100-33-5115 PATTEN INDUSTRIES INC 04/19/2019 369,00 100 1 00-04-531 0 PITNEY BOWES INC 04/19/2019 724.17 100 100-01-5330 SHAW MEDIA 04/19/2019 54,36 100 100-01-6210 STAPLES BUSINESS CREDIT 04/19/2019 88.73 100 100-03-6210 STAPLES BUSINESS CREDIT 04/19/2019 59,99 100 100-04-6210 STAPLES BUSINESS CREDIT 04/19/2019 50.26 100 1 00-22-621 0 STAPLES BUSINESS CREDIT 04/19/2019 489,26 100 1 00-30-621 0 STAPLES BUSINESS CREDIT 04/19/2019 3.72 100 10041-6210 STAPLES BUSINESS CREDIT 04/19/2019 22,99 400 400-00-5510 NICOR GAS 04/19/2019 1584.69 400 400-00-5210 SHAW MEDIA 04/19/2019 894,00 510 510-31-5430 BANKCARD PROCESSING CENTER 04/19/2019 1319*16 510 510-31-6110 BANKCARD PROCESSING CENTER 04/19/2019 3,00 510 510-32-5430 BANKCARD PROCESSING CENTER 04/19/2019 324,91 510 510-35-5430 BANKCARD PROCESSING CENTER 04/19/2019 712,29 510 510-32-6110 HOME DEPOT CREDIT SERVICES 04/19/2019 204,12 510 510-35-6110 HOME DEPOT CREDIT SERVICES 04/19/2019 1014,34 510 510-31-5510 NICOR GAS 04/19/2019 3951,92 510 510-32-5510 NICOR GAS 04/19/2019 5970m66 510 510-32-5510 NICOR GAS 04/19/2019 63,92 510 510-31-6210 STAPLES BUSINESS CREDIT 04/19/2019 8653 510 510-32-6210 STAPLES BUSINESS CREDIT 04/19/2019 7050 510 510-35-6210 STAPLES BUSINESS CREDIT 04/19/2019 24,32 620 620-00-5110 HEARTLAND BUSINESS SYSTEMS, LLC 04/19/2019 9761,25 100 100-33-5430 APWA 04/26/2019 170.00 100 10047-6920 BELLAS BOUNCIES 04/26/2019 2377,50 100 100-2190 CONAWAY, TINA 04/26/2019 366.24 100 100-33-5370 MCCANN INDUSTRIES INC 04/26/2019 636.40 100 10043-6110 MCHENRY COUNTY DEPT OF HEALTH 04/26/2019 1300.00 100 100-33-5370 MIDWEST HOSE AND FITTINGS INC 04/26/2019 107.20 100 10047-5110 PETERSEN, MATTHEW 04/26/2019 2530.50 100 100-01-5310 PITNEY BOWES INC 04/26/2019 46.15 100 100-02-5310 PITNEY BOWES INC 04/26/2019 7.35 100 100-03-5310 PITNEY BOWES INC 04/26/2019 67.60 100 1 00-04-531 0 PITNEY BOWES INC 04/26/2019 588.05 100 1 00-22-531 0 PITNEY BOWES INC 04/26/2019 94.50 100 1 00-30-531 0 PITNEY BOWES INC 04/26/2019 0.50 100 10041-5310 PITNEY BOWES INC 04/26/2019 28.25 100 10046-5110 ROCK W KIDS INC 04/26/2019 560.00 100 10047-6110 SAM'S CLUB 04/26/2019 197.36 100 100-01-5410 SECRETARY OF STATE/INDEX DEPT 04/26/2019 10.00 100 1 00-22-51 10 SSPRF/LESO 04/26/2019 600.00 100 100-22-5420 STAYBRIDGE SUITES 04/26/2019 79.10 100 1 00-33-61 10 SUPER AGGREGATES 04/26/2019 70.00 510 510-31-6110 HAWKINS INC 04/26/2019 4624,95 510 510-32-5375 MCMASTER-CARR SUPPLY CO 04/26/2019 371.81 510 510-31-5310 PITNEY BOWES INC FUND 100 FUND 200 FUND 400 FUND 510 FUND 620 04/26/2019 1.50 3.00 4169.85 5097,28 2709.97 151376,94 105992.78 71.91 3014.75 20430,22 21867,28 76,94 John R. Birk, Chief of Police McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2200 Fax: (815) 363-2149 jbirk@ci.mchenry.il.us AGENDA SUPPLEMENT DATE: May 20th, 2019 TO: Mayor and City Council FROM: John R. Birk, Chief of Police RE: Consideration of an Ordinance to Amend Chapter 14: Section 14-36 Alcoholic Beverages and Chapter 4: Alcoholic Liquor to allow for a Bring Your Own Alcohol License. ATT: Proposed Ordinance, Complete Revised Chapter 4 (Appendix A), Complete Revised Chapter 14: Sec 4-36 (Appendix B) Item Summary: The purpose of this agenda item is for the consideration of an amendment to the Offenses Ordinance and Alcoholic Ordinance to allow for the creation and enforcement of a "Bring Your Own Alcohol' liquor license. Staff will be present to answer any questions Council may have. Background: The City currently does not have any ordinance in place to regulate customers of businesses that do not specialize in the service or sale of alcohol or food to bring their own alcohol into said premise for consumption during business hours. In recent years the City, much like our surrounding communities, has seen a growth in businesses who wish to allow their customers the ability to bring their own alcohol on premise and consume alcohol in conjunction with a service they have purchased at the business. Examples of this locally include the longstanding Studio Art School and the new proposed business, Peddle and Pour. The regulation and oversight of businesses involved in either the sale, service or consumption of alcohol is directly linked to the safety of a community and those citizens who live, work and visit within it. The City of McHenry is dedicated to providing the citizens, businesses and visitors of McHenry with the highest quality of programs and services in a customer -oriented, efficient and fiscally responsible manner. Analysis: Allowing businesses within the community who do not specialize in the sale or service of alcohol to let their customers openly consume alcoholic beverages without restrictions possess liability and safety concerns to the city. In order to mitigate these concerns Staff is recommending that a new classification of Alcohol License be created so that upon proper application a business can be issued a "Bring Your Own Alcohol' license which will allow for proper oversight of the consumption of alcohol within businesses in the City that are not designed to either serve, sell or pour alcohol. Attached to this agenda item Council will find an Ordinance which makes changes to Chapter 14 (Offenses) and Chapter 4 (Alcohol Licenses) of the Municipal Code to allow for the issuance of a "Bring Your Own Alcohol" license and the authority to take action on those persons and businesses who violate the requirement. Recommendation: Therefore, if Council concurs, it is recommended that a motion be made to adopt the attached Ordinance Amending Chapter 4: Alcohol Liquor and Chapter 14: Offenses Miscellaneous to allow for the issuance and enforcement of a Bring Your Own Alcohol license. ORDINANCE NO. MC-19- AN ORDINANCE AMENDING CHAPTER 4, ALCOHOLIC LIQUOR AND CHAPTER 14, OFFENSES MISCELLANEOUS, OF THE CITY OF MCHENRY'S MUNICIPAL CODE WHEREAS, the City of McHenry, McHenry County, Illinois, is a home rule municipality as contemplated under Article VII, Section 6, of the Constitution of the State of Illinois, and the passage of this Ordinance constitutes an exercise of the City's home rule powers and functions as granted in the Constitution of the State of Illinois. WHEREAS, the City of McHenry desires to amend its ordinance governing the licensing and enforcement of "Bring Your Own Alcohol" businesses. NOW, THEREFORE, BE IT ORDAINED by the City Council of the City of McHenry, McHenry County, Illinois, as follows: SECTION 1: Chapter 4, Alcoholic Liquor, Section 4-1, Definitions, shall be amended to add the following language: Sec. 4-1. Definitions. BYOA: Bring Your Own Alcohol. SECTION 2: Chapter 4, Alcoholic Liquor, Section 4-3, License Required, shall be amended as follows: Sec. 4-3. License required. It shall be unlawful for a business or establishment to sell or offer for sale at retail or allow the possession or consumption of alcohol without having a valid Liquor License in accordance with Chapter 4, Section 4-6 of the McHenry Municipal Code. SECTION 3: Chapter 4, Alcoholic Liquor, Section 4-6, License classification and fees; approval authority; limitation on number of licenses, shall be amended as follows: Sec. 4-6. License classification and fees; approval authority; limitation on number of licenses. Licenses required by this Chapter shall be divided into the following classes. The approval and authority to issue liquor licenses is the responsibility of the Liquor Control Commissioner with the approval of the City Council. The Liquor Control Commissioner or appointed designee may issue Class D "Special Event" licenses and Class E "Bring Your Own Alcohol" licenses without prior Council approval when the license does not involve the use of additional City services or public property. Upon approval by the City Council of an increase in Class A, Class B and Class C liquor licenses and by the Mayor of Class E liquor licenses, the City Clerk is hereby directed to amend this Section of the City Code to increase the number of liquor licenses accordingly. Any time a license is revoked or voluntarily surrendered, the maximum number of authorized licenses of that class will reduce by one, and the City Clerk is hereby directed to amend this Section of the Code to reflect that reduction. In the event a new license is issued after May 1 sc of the year, the license fee for that fiscal year will be prorated monthly to account for the remaining months in the year. (e) Class E BYOA license. Issuance of a Class E license shall allow for the legal consumption of alcohol within the premises of an establishment or business that is open to the public and does not otherwise possess a City issued liquor license. Issuance of a Class E license does not permit the owner, manager or staff of the business to sell or serve alcoholic liquor to customers. The annual fee for a BYOA license shall be $250.00. No more than (2) two Class E licenses shall be in force in the City at any time. Conditions of the BYOA license are as follows: 1. The licensee shall only permit BYOA to occur on the premises in conjunction with the purchase of a service within the establishment; 2. Only patrons who are over the age of (21) twenty-one and that are participating in the service of the business shall be permitted to consume alcohol that has been provided by the patrons; 3. The licensee may provide glassware and ice to patrons but may not serve alcohol; and 4. It shall be unlawful for any person to carry, transport or possess liquor in an unsealed and open condition. SECTION 4: Chapter 4, Alcoholic Liquor, Section 4-7, Effect on license if holder becomes ineligible, shall be amended as follows: Sec. 4-7. Effect on license if holder becomes ineligible. If the Licensee identified on the license discontinues operations at the premises described in the application and license for a period of 30 consecutive days (except as hereafter set forth or businesses that are seasonal by nature), or whenever there is clear evidence of an intent of the licensee to abandon the premises, said license shall be deemed void, and the license shall cease to exist upon written notice to the Licensee by the Local Liquor Control Commissioner. Thereafter, the total number of available licenses for that class shall be reduced by action ofthe City Council. If said discontinued operation is due to fire or other such damage wherein the Building Inspector deems the premises uninhabitable, said 30-day period shall be tolled until occupancy is granted by the Building Inspector. SECTION 5: Chapter 4, Alcoholic Liquor, Section 4-14, License revocation authorized, shall be amended as follows: Sec. 4-14. License revocation authorized. (a) No person holding a license issued by the City shall, in the conduct of the licensed business or upon the licensed premises, either directly or through an Agent or employee of the licensee: 4. Permit the sale and/or consumption of any Alcoholic liquor outdoors except upon issuance of specific permit or license by the McHenry City Council. SECTION 6: Chapter 4, Alcoholic Liquor, Section 4-21, Closing Hours, shall be amended as follows: Sec. 4-21. Closing hours. Except as otherwise provided for herein, it shall be unlawful to sell or offer for sale at retail, give away or deliver, either in, upon or from any licensed premises as follows: Class D and E licensees: • As defined on the Special Event Liquor License and BYOA License, but not between the hours of 12 a.m. and 6 a.m. SECTION 7: Chapter 14, Offenses — Miscellaneous, Section 14-36, Alcoholic Beverages, shall be amended as follows: Sec. 14-36. Alcoholic beverages (C) Businesses Open to the Public. The consumption or possession of any alcoholic liquors by a person, at any time in an establishment or business that is open to the public is prohibited unless said business holds a valid Liquor License in accordance with Chapter 4, Section 4-6 of the McHenry Municipal Code. SECTION 8: If any section, paragraph, subdivision, clause, sentence or provision of this Ordinance shall be adjudged by any Court of competent jurisdiction to be invalid, such judgment shall not affect, impair, invalidate or nullify the remainder thereof, which remainder shall remain and continue in full force and effect. SECTION 9: All ordinances, or parts of ordinances in conflict herewith are hereby repealed to the extent of such conflict. SECTION 10: This ordinance shall be published in pamphlet form by and under the authority of the corporate authorities of the City of McHenry, Illinois. SECTION 11: This Ordinance shall be in full force and effect from and after its passage, approval and publication, as provided by law. Voting Aye: Voting Nay: Absent: Abstain: (SEAL) ATTEST: Published: Passed this day of by roll call vote as follows: .... �]�7 Mayor Wayne Jett Deputy City Clerk Monte Johnson CERTIFICATION I, MONTE JOHNSON, do hereby certify that I am the duly appointed, acting and qualified Deputy Clerk of the City of McHenry, McHenry County, Illinois, and that as such Deputy Clerk, I am the keeper of the records and minutes and proceedings of the Mayor and Council Members of said City of McHenry. I do hereby further certify that at a regular meeting of the Mayor and Council Members of the City of McHenry, held on the20th day of May, 2019, foregoing Ordinance entitled AN ORDINANCE AMENDING CHAPTER 4, ALCOHOLIC LIQUOR AND CHAPTER 14, OFFENSES MISCELLANEOUS, OF THE CITY OFMCHENRY'SMUNICIPAL CODE, was duly passed by the City Council of the City of McHenry. The pamphlet form of Ordinance No. , including the Ordinance and a cover sheet thereof, was prepared, and a copy of such Ordinance was posted in the City Hall, commencing on the day of 2019, and will continue for at least 10 days thereafter. Copies of such Ordinance are also available for public inspection upon request in the office of the City Clerk. I do further certify that the original, of which the attached is a true and correct copy, is entrusted to me as the Clerk of said City for safekeeping, and that I am the lawful custodian and keeper of the same. GIVEN under my hand and seal this day of (SEAL) 2019. Monte Johnson, Deputy Clerk City of McHenry, McHenry County, Illinois Appendix A MUNICIPAL CODE CHAPTER 4 ALCOHOLIC LIQUOR Sec. 4-1. Definitions. Unless the context otherwise requires, the following terms as used in this Chapter shall be construed according to the definitions given below: Agent means an authorized representative of the Licensee who has supervisory authority over all employees of the license premises. Alcoholic liquor means any spirits, wine, beer, ale or other liquid containing more than one-half of one per cent (1/2 of 1%) of alcohol by volume, which is fit for beverage purposes. BASSET means a Beverage Alcohol Sellers and Servers Educational Training program or other similar program, licensed by the state Liquor Control Commission pursuant to 235 ILCS 5/2- 12(11.1) and 6-27 or Title 77 of the Illinois Administrative Code, Chapter XVI, Section 3500, as amended. BYOA means Bring Your Own Alcohol Catering Endorsement permits the service Alcoholic liquor for off -site consumption as an incidental part of food service, sold at a package price as agreed upon under contract. Club means a corporation organized under the laws of this State, not for pecuniary profit, solely for the promotion of some common object other than the sale or consumption of Alcoholic liquor. Hotel means any building or other structure kept, used, maintained, advertised and held out to the public to be a place where food is actually served and consumed and sleeping accommodations are offered for adequate pay to travelers and guests, whether transient, permanent or residential, in which twenty-five (25) or more rooms are used for the sleeping accommodations of such guests and having one or more public dining rooms where meals are served to such guests, such sleeping accommodations and dining rooms being conducted in the same building or buildings, structure or structures being provided with adequate and sanitary kitchen and dining room equipment and capacity. Restaurant means any public place kept, used, maintained, advertised and held out to the public as a place where meals are served, and where meals are actually and regularly served without sleeping accommodations, such place being provided with adequate and sanitary kitchen and dining room equipment and capacity and having employed therein a sufficient number and kind of employees to prepare, cook and serve suitable food for its guests. Retail sale means the sale for use or consumption, and not for re -sale in any form. Sec. 4-2. Mayor designated Liquor Control Commissioner; assistants. The Mayor of the City shall act as Local Liquor Control Commissioner of the City and, in the event of a conflict preventing the Mayor from so acting, the designated Local Liquor Control Commissioner is the City Administrator. Sec. 4-3. License required. It shall be unlawful for a business or establishment to sell or offer for sale at retail or allow the possession or consumption of alcohol without having a valid Liquor License in accordance with Chapter 4, Section 4-6 of the McHenry Municipal Code. Sec. 4-4. Applications for licenses. Applications for licenses required by this Chapter shall be verified in writing and on a form provided by the City Administrator, signed by the applicant. All applications shall contain the following information and statements which shall be true and accurate by the person signing the application: (a) The name, age and address of the applicant in the case of an individual; in the case of a partnership, the persons entitled to share in the profits thereof, and in the case of a corporation, Club, or limited liability company the date of incorporation or organization, the objects for which it was organized, the names and addresses of the officers, managers, members, directors, and all shareholders owning more than 5% of the corporate stock or membership interest. (b) The citizenship of the applicant(s) and corporation officers, managers and members, their place of birth and if a naturalized citizen, the time and place of their naturalization. (c) The length of time that said applicant(s) or company has been in the business of selling Alcoholic liquor. (d) The location and description of the premises or place of business which is to be operated under such license. (e) A statement whether the applicant(s) or company has made a similar application for a similar license on premises other than described in this application and the disposition of such application. (f) A statement whether applicant(s) or corporation officers, managers and members have ever been convicted of a felony or have been previously disqualified to receive a license for any reason. (g) Whether a previous license held by the applicant(s) or corporation's officers, managers and members, by any state or subdivision thereof, or by the federal government has ever been revoked and the reasons therefore. (h) A statement that the applicant will not violate any of the laws of the State of Illinois or of the United States, or any ordinance of this City in the conduct of the proposed business. 2 (i) Such additional information that the Local Liquor Control Commissioner determines to be useful in evaluating the application. (j) The name, age, address, and contact information for an Agent who shall at all times be able to meet with City officials, whether at the licensed premises or elsewhere in the City, to address concerns about activities at the premises or other issues relating to the license. Sec. 4-5. Ineligibility. No license shall be issued to: (a) A person who resides more than 10 miles outside the City, unless the Agent designated on their license application lives within 10 miles of the City. (b) A person who is not of good character and reputation in the City of McHenry or community in which they reside. (c) A person who is not a citizen of the United States. (d) A person who has been convicted of a felony under any Federal or State law. (e) A person whose license issued under this Chapter has been revoked for cause. (f) A person who at the time of application for renewal of any license issued hereunder would not be eligible for such license upon a first application. (g) A partnership, if any partner would not be eligible to receive a license hereunder for any reason other than residency within the City, unless the ineligible partners have in the aggregate less than 5% of the partnership interests. (h) A limited liability company, if any officer, manager, or member would not be eligible to receive a license for any reason other than citizenship and residence within the City, unless the ineligible members own in the aggregate less than 5% of the membership interests. (i) A corporation, if any officer, manager, director, or stockholder would not be eligible to receive a license for any reason other than citizenship and residence within the City, unless the ineligible shareholders own in the aggregate less than 5% of any class of stock. (j) A trust or any other type of organization that is not a partnership, corporation, or limited liability company. (k) A corporation unless it is incorporated in Illinois, or unless it is a foreign corporation which is qualified under the "Business Corporation Act of 1983" to transact business in Illinois. (1) A person who has been convicted of a violation of any Federal or State law concerning the manufacture, possession or sale of Alcoholic liquor, subsequent to the passage of this Ordinance, or shall have forfeited his bond to appear in Court to answer charges for any such violation. (m) A person who does not beneficially own the premises for which a license is sought, or does not have a lease thereon for the full period for which the license is to be issued. (n) Any person, partnership, limited liability company, or corporation not eligible for a State retail liquor dealer's license. (o) Any current City of McHenry police officer, Mayor, Alderman/Alderwoman or department head, unless authorized by a majority vote of the City Council. (p) A person who is not a beneficial owner of the business to be operated by the licensee. (q) Any person whose application for liquor license contains false statements or misrepresentations thereon. (r) Any person whose designated Agent would be ineligible for a license under this Section. Sec. 4-6. License classification and fees; approval authority; limitation on number of licenses. Licenses required by this Chapter shall be divided into the following classes. The approval and authority to issue liquor licenses is the responsibility of the Liquor Control Commissioner with the approval of the City Council. The Liquor Control Commissioner or appointed designee may issue Class D "Special Event" licenses and Class E "Bring Your Own Alcohol" licenses without prior Council approval when the license does not involve the use of additional City services or public property. Upon approval by the City Council of an increase in Class A, Class B and Class C liquor licenses and by the Mayor of Class E liquor licenses, the City Clerk is hereby directed to amend this Section of the City Code to increase the number of liquor licenses accordingly. Any time a license is revoked or voluntarily surrendered, the maximum number of authorized licenses of that class will reduce by one, and the City Clerk is hereby directed to amend this Section of the Code to reflect that reduction. In the event a new license is issued after May 1' of the year, the license fee for that fiscal year will be prorated monthly to account for the remaining months in the year. (a) Class A ("Full Bar") license. Issuance of a Class A license shall authorize the sale of Alcoholic liquor for consumption on the premises, and the retail sale of packaged liquor. The annual fee for such licenses shall be $1,500.00. A Class A licensee shall be eligible to apply for a Catering Endorsement for an additional fee of $300, which shall permit the service Alcoholic liquor for off -site consumption as an incidental part of food service, sold at a package price, as agreed upon under contract. Nonprofit organizations with a Class A license shall be eligible to pay a reduced fee of $500 per year to receive and maintain a Class A license. No more than 40 Class A licenses shall be in force in the City at any time. 4 (b) Class B ("Table Service") license. Issuance of a Class B license shall authorize the sale of Alcoholic liquor, for consumption on the premises only and all sales, service, and consumption of Alcoholic liquor shall only be at tables. No bar sales shall be permitted. The annual fee for a Class B license shall be $800. No more than 17 Class B licenses shall be in force in the City at any time. (c) Class C ("Packaged Retail") license. Issuance of a Class C license shall authorize the Retail sale of packaged Alcoholic liquor only. No consumption of Alcoholic liquor shall be permitted on the premises. The annual fee for a Class C license shall be $1,100. No more than 23 Class C licenses shall be in force in the City at any time. (d) Class D ("Special Event") license. Issuance of a Class D license shall only authorize the Retail sale of Alcoholic liquor for consumption on the premises during a designated special event. No such license shall be issued for a license period in excess of 3 days nor shall any private premises be eligible for more than eight such licenses during any calendar year. The fee for such license shall be $100.00 per event. The premises shall be considered unlicensed both immediately before and immediately after any Special Event license period. (e) Class E ("BYOA") license. Issuance of a Class E license shall allow for the legal consumption of alcohol within the premises of an establishment or business that is open to the public and does not otherwise possess a City issued liquor license. Issuance of a Class E license does not permit the owner, manager or staff of the business to sell or serve alcoholic liquor to customers. The annual fee for a BYOA license shall be $250.00. No more than (2) two Class E licenses shall be in force in the City at any time. Conditions of the BYOA license are as follows: 1. The licensee shall only permit BYOA to occur on the premises in conjunction with the purchase of a service within the establishment; 2. Only patrons who are over the age of (21) twenty-one and that are participating in the service of the business shall be permitted to consume alcohol that has been provided by the patrons; 3. The licensee may provide glassware and ice to patrons but may not serve alcohol; and 4. It shall be unlawful for any person to carry, transport or possess liquor in an unsealed and open condition. Sec. 4-7. Effect on license if holder becomes ineligible. If the Licensee identified on the license discontinues operations at the premises described in the application and license for a period of 30 consecutive days (except as hereafter set forth or businesses that are seasonal by nature), or whenever there is clear evidence of an intent of the licensee to abandon the premises, said license shall be deemed void, and the license shall cease to exist upon written notice to the Licensee by the Local Liquor Control Commissioner. Thereafter, the total number of available licenses for that class shall be reduced by action of the City Council. If said discontinued operation is due to fire or other such damage wherein the Building Inspector deems the premises uninhabitable, said 30-day period shall be tolled until occupancy is granted by the Building Inspector. Sec. 4-8. Disposition of fees. All license fees shall be paid to the Mayor at the time application is made, and shall be forthwith turned over to the Finance Director. In the event the license applied for is denied, the fee shall be returned to the applicant; if the license is granted, then the fee shall be deposited in the general corporate funds or in such other funds as shall have been designated by the Council. Sec. 4-9. Personal nature of licenses; expiration date. A license shall be a purely personal privilege, good for the license period which shall expire on April 30th next following the date of issuance, unless sooner revoked, and shall not constitute property nor shall it be subject to attachment, garnishment or execution, nor shall it be alienable or transferable, voluntarily or involuntarily, or subject to being encumbered or hypothecated. Such license shall not descend by the laws of testate or intestate devolution, but it shall cease upon the death of the licensee, provided that executors or administrators, of the estate of any deceased licensee, and the trustee of any insolvent or bankrupt licensee, when such estate consists in part of Alcoholic liquor, may continue the business of the sale or manufacture of Alcoholic liquor under order of the appropriate court, and may exercise the privileges of the deceased or insolvent or bankrupt licensee after the death of such decedent, or such insolvency or bankruptcy until the expiration of such license but not longer than 6 months after the death, insolvency or bankruptcy of such licensee. A refund shall be made of that portion of the license fees paid for any period in which the licensee shall be prevented from operating under such license in accordance with the provisions of this Section. Sec. 4-10. License renewal. (a) Any licensee may renew his license at the expiration thereof, provided he is then qualified to receive a license and the premises for which such renewal privilege is sought are suitable for such purpose; and provided further, that the renewal privilege herein provided for shall not be construed as a vested right which shall in any case prevent the Mayor and City Council from decreasing the number of licenses to be issued in his jurisdiction. (b) A licensee may during the first 15 days of the license period waive his renewal privilege in writing to a new operator without first making application for a renewal of license in his own name, thereby surrendering his privilege of renewal. Sec. 4-11. Effect on license due to change in ownership; transfer fee. (a) Any changes in partnership, officers, directors, persons holding directly or beneficially more than 5% of the stock, partnership, membership, or ownership interest, managers of businesses licensed under this Chapter, shall be reported in writing to the Liquor Control Commissioner within 10 days of the change. All new personnel shall meet the standards of this Chapter and must otherwise qualify to hold a liquor license. All such changes in personnel shall be subject to review by the Local Liquor Control Commissioner within 30 days of the change. (b) Upon such a change in ownership, the pre-existing license shall be deemed terminated and the new license shall be applied for by the new ownership, and a transfer fee of $250 shall be paid. R Sec. 4-12. License for one location only. Licenses issued hereunder apply only to the premises described in the application and in the license issued thereon, and only one location shall be so described in each license. Sec. 4-13. Sales near churches, schools, etc. No license shall be issued under the terms and conditions of this Chapter for the sale at retail of any Alcoholic liquor within a distance of 100 feet of any church, school, or hospital. No person shall hereafter engage in the business of retail of any Alcoholic liquor within a distance of 100 feet of any undertaking establishment or mortuary. Notwithstanding any provision of this Section to the contrary, the Local Liquor Commissioner may, in his discretion, based on the circumstances, grant an exemption to the prohibition in this paragraph. Sec. 4-14. License revocation authorized. (a) No person holding a license issued by the City shall, in the conduct of the licensed business or upon the licensed premises, either directly or through an Agent or employee of the licensee: 1. Violate or permit a violation of any federal law or state statute related to the control of liquor. 2. Violate or permit a violation of any city ordinance or resolution regulating the sale of Alcoholic liquor or relating to the eligibility of the licensee to hold a liquor license. Violate or permit a violation of any rule or regulation of the Illinois Liquor Control Commission as revised from time to time. 4. Permit the sale and/or consumption of any Alcoholic liquor outdoors except upon issuance of specific permit or license by the McHenry City Council. 5. Permit the sale and/or consumption of any Alcoholic liquor outdoors during a Special Civic Event without an endorsement under Section 4-24. 6. Allow fighting, disorderly conduct or excessive noise constituting a nuisance or tumultuous conduct of patrons and/or employees of licensee, as defined in the McHenry City Code, to take place on the licenses premises or on, about and/or adjacent to the property where the licenses premises are located. 7. Knowingly allow the use, sale or possession of illegal narcotics on the licensed premise. Allow patrons to serve or distribute Alcoholic liquor to minors on the licensed premises or allow minors to drink Alcoholic liquor on the licensed premises. 7 9. Fail to call the City Police Department upon the violation of any City ordinance or state law relating to fighting, disorderly conduct or excessive noise constituting a nuisance or tumultuous conduct of patrons and/or employees on the licensed premises. 10. Submit to the Mayor an application for license containing a false or misleading statement. (b) Proof before the Liquor Control Commissioner of the facts which establish a violation of any federal law, state statute, City ordinance or resolution or rule of the Illinois Liquor Control Commission shall be sufficient cause for revocation, suspension, alteration of hours on a temporary or permanent basis and fine of any liquor licensee, irrespective of whether or not a conviction has been obtained in any court. In addition, the licensee shall be obligated to reimburse the City for all attorney's fees incurred as a result of the prosecution of the offending licensee. (c) All appeals from the decision of the City of McHenry Local Liquor Control Commissioner shall be limited to a review of the official record of proceedings. Sec. 4-15. Relicensing after revocation. If such license shall be permanently revoked, no license shall be granted to any person for a period of 1 year thereafter for the conduct of the business of selling Alcoholic liquor in the premises described in such revoked license. Sec. 4-16. Hearing on revocation. No license issued hereunder shall be revoked except after a hearing, with at least 3 days' notice having been given to the licensee for an opportunity to appear and defend the charges against him. Sec. 4-17. Peddling. It shall be unlawful to peddle Alcoholic liquor in the City. Sec. 4-18. Sanitation generally. All premises used for the Retail sale of Alcoholic liquor, or for the storage of such liquor for such sale, shall comply in all respects with the provisions of this Code. Sec. 4-19. Minimum age of bartenders and persons serving Alcoholic liquor. No licensee hereunder may employ any person under the age of 21 years for the purpose of bartending or drawing, pouring, dispensing or mixing any Alcoholic liquor. Provided however, this Section shall not prohibit licensees from employing persons 18 years of age or older to serve Alcoholic liquor to customers at tables in Restaurants for consumption on the premises. Sec. 4-20. Minimum age of persons conducting Retail sale of packaged Alcoholic liquor. No licensee hereunder may employ any person under the age of 21 years for the purpose of conducting the sale of any Alcoholic liquor in packages. Sec. 4-21. Closing hours. Except as otherwise provided for herein, it shall be unlawful to sell or offer for sale at retail, give away or deliver, either in, upon or from any licensed premises as follows: Class A licensees: Monday through Friday: between the hours of 1 a.m. and 6 a.m. Saturday and Sunday: between the hours of 2 a.m. and 6 a.m. Provided, however, on Memorial Day (observed), Thanksgiving Day, New Year's Day and Independence Day (4th of July), when those holidays fall on Monday — Friday, it shall be lawful for Class A licensees to sell alcoholic liquor until 2 a.m. Class B & C licensees: • Between the hours of 12 a.m. and 6 a.m. any day of the week Class D and E licensees: • As defined on the Special Event Liquor License and BYOA License, but not between the hours of 12 a.m. and 6 a.m. During prohibited hours, it shall be unlawful to keep open for business, to admit the public to, to permit the public to remain within or to permit the consumption of Alcoholic liquor by employees or members of the public in or upon the licensed premises. Officers of the City's Police Department shall be permitted access for purposes of inspection to ensure compliance with this Section. Sec. 4-22. Use of premises following legal closing hours. Every location in which Alcoholic liquor is sold under this Chapter shall observe the following rules and regulations: (a) Within 15 minutes after required closing, all customers shall be off the premises, and all containers of alcohol shall be emptied and removed from the areas accessible to customers. (b) During said 15-minute period, no employee shall be stationed behind the bar or any service counter for the sale of Alcoholic liquor provided, however, that if there are no customers on the premises during such period of time, employees may go behind such bar or service counter for any purpose other than for the sale or dispensation of Alcoholic liquor. (c) All exterior lights shall be extinguished at the closing hour in effect for that day. (d) After the expiration of the said 15 minutes, employees may proceed with such nightly clean-up routine as may be desired in any section of the premises. (e) No patrons shall be permitted entrance into the premises after the closing hour, and all doors of the establishment shall be locked at the closing hour. (f) Employees of any licensed establishment shall immediately upon request admit officers of the McHenry Police Department for the purpose of inspection of the premises to ensure compliance with the provisions of this Section. 0j Sec. 4-23. View from street. In premises upon which the sale of Alcoholic liquor for consumption on the premises is licensed, no screen, blind, curtain, partition, article or thing shall be permitted in the windows or upon the doors of such licensed premises nor inside such licensed premises, which shall prevent a clear view into the interior of such licensed premises from the street, road or sidewalk at all times, and no booth, screen, partition or other obstruction nor any arrangement of lights or lighting shall be permitted in or about the interior of such premises which shall prevent a clear and full view of the entire interior of such premises from the street, road or sidewalk, and such premises shall be so located as to provide for such a view. All rooms where liquor is sold for consumption upon the premises shall be continuously lighted during business hours by natural light or by artificial white light so that all parts of the interior of the premises shall be clearly visible. In case the view into any such licensed premises required by the foregoing provisions, shall be willfully obscured by the licensee or by him willfully suffered to be obscured or in any manner obstructed, then such license shall be subject to revocation in the manner herein provided. In order to enforce the provisions of this Section the Mayor shall have the right to require the filing with the City of plans, drawings and photographs showing the clearance of the view as above required. Sec. 4-24. Special Civic Events. The City Council and the Local Liquor Control Commissioner may from time to time announce certain Special Civic Events, such as Fiesta Days, where outdoor and public property alcoholic sales and consumption may be permitted. Any Class A or B licensee wishing to sell Alcoholic liquor outdoor and on public property at Special Civic Events must attend a meeting of licensees at a time and place designated by the Local Liquor Control Commissioner or his designee. Notice of the meeting will be sent to all Class A and B licensees approximately one month prior to the Special Civic Event. At the completion of the meeting, each licensee will receive a Special Civic Event Endorsement permitting off -premise, outdoor and public property sales on a restricted basis specified in the endorsement. Sec. 4-25. Purchasing, accepting, possessing, consuming by minors. (a) The purchase, acceptance or possession of any Alcoholic liquor by any person under the age of 21 years is forbidden. This Section does not apply to possession by a person under the age of 21 years making a delivery of an Alcoholic liquor in pursuance of the order of his parent or in pursuance of his employment. (b) The consumption of any Alcoholic liquor by any person under the age of 21 years is forbidden. (c) The possession and dispensing or consumption by a minor of Alcoholic liquor in the performance of a religious service or ceremony, or the consumption by a minor under the direct supervision and approval of the parents or parent of such minor in the privacy of a home, is not prohibited by this Section. Sec. 4-26. Sale or delivery to minors. No licensee nor any officer, associate, member, representative, Agent or employee of such licensee shall sell, give or deliver Alcoholic liquor to any person under the age of 21 years or to any 10 intoxicated person or to any person known by him to be intoxicated or suffering from any mental illness. No person, after purchasing or otherwise obtaining Alcoholic liquor, shall sell, give or deliver such Alcoholic liquor to another person under the age of 21 years, except in the performance of a religious ceremony or service. Sec. 4-27. Illinois BASSET Alcohol Certification Program. (a) Successful completion of a BASSET program, or other similar program as approved by the Chief of Police and the Illinois Liquor Control Commission, is required for all persons who sell or serve Alcoholic liquor, all management personnel working in a licensed premises, and anyone whose job description entails the checking of identification for the purchase of Alcoholic liquor pursuant to the license. (b) Any new owner, manager, employee, or Agent requiring BASSET training shall, within 30 days from their first day of employment or other association with a licensee, enroll in a BASSET approved program and then complete the program successfully within 60 days of enrollment. Until successful completion of the program, such person shall work under the direct supervision of a person who is BASSET certified. (c) BASSET certification or other approved training shall be valid only for three years or such shorter time as may be specified by the certification program. After the certification expires, re -certification is required. If there is a lapse in certification, the individual must work under the direct supervision of a person who is BASSET certified. Any lapse in certification of more than 60 days shall be a violation of this Chapter. (d) Photocopies of certificates of completion of a BASSET program shall be maintained by the licensee in a manner that will allow inspection, upon demand, by a member of the Police Department or the Local Liquor Control Commission. In addition, a copy of each BASSET certification must be presented to the McHenry Police Department (Investigation Section) upon completion. (e) In the event a licensed premises is found to be in violation of any provision of this Chapter or the Liquor Control Act of 1934 (235 ILCS 511-1 et seq.), the Commissioner, within their sole discretion, and in addition to any other actions which may be taken in response to violations of this Chapter, may require all persons who sell or serve Alcoholic liquor and/or all management personnel working in a licensed premises and/or anyone whose job description entails the checking of identification for the purchase of Alcoholic liquor pursuant to the license to re -apply, attend and successfully complete a BASSET program at the Police Department. Sec. 4-28. Misrepresenting age. Any person under the age of 21 years who misrepresents his or her age for the purpose of purchasing or obtaining Alcoholic liquor from any retail licensee in the City shall be guilty of violating this Code. Sec. 4-29. Warning to minors. 11 All licensees under this Chapter shall display at all times, in a prominent place, a printed card which shall read substantially as follows: WARNING TO MINORS You are subject to a fine of up to $750.00 under the ordinances of the City of McHenry if you are under the age of 21 and purchase Alcoholic liquor or misrepresent your age for the purpose of purchasing or obtaining Alcoholic liquor. Sec. 4-30. Parental responsibility for violations. Any parent or guardian who shall knowingly suffer or permit any minor child who is his child or ward, to violate any provision or provisions of this Chapter, shall be guilty of violating this Code. Sec. 4-31. Prohibitions. (a) It shall be unlawful for any person maintaining, owning or operating a commercial establishment located within the City, at which Alcoholic liquor is offered for sale for consumption on the premises, to permit or allow the following activity to be conducted on the premises of such a commercial establishment, all of which activity is defined in Article 1 of Chapter 2.50 of this Code: adult business; adult entertainment center; adults -only activity, bookstore, motion picture theater(s), adult -only sauna; nudity; obscene activity; rap parlor; sadomasochistic activity; or sexual conduct activity. (b) It shall be unlawful for any establishment defined as an adult business pursuant to the City of McHenry Zoning Ordinance to sell, distribute or permit Alcoholic liquor on the premises. Sec. 4-32. Penalty for violation of Chapter. Any person, firm or corporation violating any provision of this Chapter shall be subject to license suspension or revocation, alteration of hours on a temporary or permanent basis and fines of not less than $400.00 nor more than $1,000.00 for each offense committed on each day during, or on which, a violation occurs or continues, plus reimbursement of legal fees incurred by the City in the prosecution of liquor code violations against the licensee. Published 5-20-19 12 Appendix B MUNICIPAL CODE CHAPTER 14 OFFENSES - MISCELLANEOUS ARTICLE I. IN GENERAL Sec. 14-36. Alcoholic beverages. (A) Intoxicating liquors. Any officer having personal knowledge or reasonable information that intoxicating liquors are being kept in violation of law in any place, shall search such suspected place, and if such officer or person finds upon the premises intoxicating liquors he shall seize the same, together with the vessels in which they are contained, and all implements and furniture used in connection with such liquors in the illegal keeping, bargaining, selling, exchanging, giving away or carrying the same, and any wagon, automobile, vehicle, contrivance, thing or device used in conveying said liquors or kept for the purpose of violating this ordinance, and shall arrest any person or persons in charge of such place, or aiding in any manner in carrying on the business conducted in such place. (B) Public property. Except as provided in Section 16-28 of this Code, consumption or possession of any alcoholic liquors, including beer and wine, at anytime in any public park, street, alley or public place owned, controlled or operated by the City is prohibited. (C) Businesses Open to the Public. The consumption or possession of any alcoholic liquors by a person, at any time in an establishment or business that is open to the public is prohibited unless said business holds a valid Liquor License in accordance with Chapter 4, Section 4-6 of the McHenry Municipal Code. (D) Penalty. Any person violating this section shall be fined not less than $400 for each offense and be responsible for the City's costs of prosecution including attorney fees incurred by the City. Each day that a violation continues shall be considered a separate offense. Published 5-20-19 Office of the Chief of Police John R. Birk McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2200 Fax: (815) 363-2149 www.ci.mchenry.il.us REGULAR AGENDA SUPPLEMENT TO: Mayor and City Council FROM: John R. Birk, Chief of Police FOR: May 20th, 2019 Regular City Council meeting RE: Authorization to Purchase one Police Vehicle with Equipment Attachment: Buss Bill of Sale; Ultrastrobe Estimate Agenda Item Summary: On February 10th, 2019 the McHenry Police Department had marked patrol vehicle that was damaged beyond repair after being involved in a motor vehicle accident. With such, staff has worked to find replacement a vehicle as this police patrol vehicle is a vital piece of equipment needed to provide police services. Staff is requesting City Council authorization for a budget amendment and the purchase of replacement police vehicle and equipment. Staff is present to answer any questions Council may have regarding this request. Background: On February 10th, 2019 McHenry Police Department squad 314 and McHenry Police Department squad 317 were involved in a motor vehicle accident. Both vehicles were parked in the roadway with emergency lights activated, assisting a motorist, when they were struck by a suspected drunk driver. As a result of this accident, Squad 317 was able to be repaired but squad 314 (2016 Ford Police Interceptor Sedan) was damaged beyond repair. With the nature of the work that law enforcement does, the risk of vehicle accidents is always high. In this incident, the officers exercised safe practices and the accident was caused by the other driver, with no fault on the part of the officers. The McHenry Police Department utilizes a rotational vehicle plan for the patrol division. This means that eighteen patrol vehicles are shared between thirty-seven officers and three separate shifts. This plan allows for the agency to run roughly 2/3 of the patrol fleet each 24-hour period. This is done so that the agency can control mileage and wear on the vehicles, assuring maximum service life. With the loss of Squad 314 the remaining patrol fleet will see an increase in mileage and wear, affecting the service life and maintenance costs of other patrol vehicles. Therefore, the department needs to replace Squad 314 in a timely manner. Analysis: Although our insurance company will seek additional funds from the "at fault" driver's insurance provider to cover the City's loss, they approved payment now in the amount of $13,676.48 to be used towards the replacement of the vehicle and the emergency equipment in it. Using the current pricing set under the Illinois Joint Purchasing Contract (Contract #4018503 / T7200), the police department is able to meet all applicable laws regarding the bid process. In searching for replacement vehicles two options were identified. The first option would be to purchase the vehicles under the State contract through Morrow Brothers Ford (Greenfield, Illinois) who is the named contract winner for the Ford Police Interceptor Utility vehicle. The second option would be to search for the vehicles through closer dealers and confirm that they would honor the pricing set forth in the Illinois Joint Purchasing Contract. Buss Ford of McHenry was able to meet the pricing requirements set forth in the State contract. Pricing was provided as follows: 2019 fInterceptor Utility AVi/1 $32,165.00 Title & Registfatan $105.00 Pricing for emergency vehicle equipment's was also obtained for the vehicle through our contract vendor, Ultrastrobe, Inc. Council will find the attached pricing for the purchase and installation of emergency equipment per vehicle. The following is a breakdown of the equipment costs per vehicle: Vehicle'Egwpiment - Vehicle'314 (Ultrastrobe, Inc.) $8,621.36 The total cost of purchasing the replacement vehicle (including equipment) from Buss Ford is $40,786.36. With the utilization of the insurance payout of $13,676.48, the remaining outstanding balance to acquire the vehicle and equipment is $27,109.88. Recommendation: Therefore, if Council concurs, it is recommended that a motion be made to: 1) adopt the attached Ordinance amending the FY19/20 Budget, Account 100.22.8300 in the amount of $27,109.88; 2) authorize the purchase one 2019 Ford Interceptor Utility from Buss Ford for a cost not to exceed $32,165.00; and, 3) purchase and install emergency vehicle equipment from Ultrastrobe, Inc. at a cost not to exceed $8,621.36. ORDINANCE NO.ORD-19- AN ORDINANCE AMENDING THE FY201912020 BUDGET FOR THE FISCAL YEAR ENDING APRIL 30, 2020 WHEREAS, the City of McHenry, McHenry County, Illinois, is a home rule municipality as contemplated under Article VII, Section 6, of the Constitution of the State of Illinois, and the passage of this Ordinance constitutes an exercise of the City's home rule powers and functions as granted in the Constitution of the State of Illinois; and WHEREAS, the City of McHenry acting by and through its Mayor and City Council has previously approved the FY19/20 Annual Budget for the Fiscal Year Ending April 30, 2020 by a motion at the Annual City Council Meeting held on April 29, 2019; and WHEREAS, it is necessary and appropriate to delete, add to, or otherwise change certain line items in said Budget Ordinance as provided in Exhibit A to this Ordinance; NOW, THEREFORE, BE IT ORDAINED by the City Council of the City of McHenry, McHenry County, Illinois, as follows: SECTION 1: That the amendments to the Budget Ordinance for the Fiscal Year Ending April 30, 2020 are hereby approved in the form and content as provided by Exhibit "A" which is attached hereto and made part hereof. SECTION 2: If any section, paragraph, subdivision, clause, sentence or provision of this Ordinance shall be adjudged by any Court of competent jurisdiction to be invalid, such judgment shall not affect, impair, invalidate or nullify the remainder thereof, which remainder shall remain and continue in full force and effect. SECTION 3: All ordinances, or parts of ordinances in conflict herewith are hereby repealed to the extent of such conflict. SECTION 4: This ordinance shall be published in pamphlet form by and under the authority of the corporate authorities of the City of McHenry, Illinois. SECTION 5: This ordinance shall be in full force and effect from and after its passage, approval and publication, as provided by law. Passed this day of 2019 by roll call vote as follows: EXHIBIT A The following budget items are amended by this Ordinance: Fund 100.22.8300 (Police) - $27,109.88 BILL OF SALE SALESMAN 111 S. Route 31 • McHenry, Illinois 60050 -1 e2r� Ph: 815-385-FORD (3673) or-815-385-2000 - - Rich Wolf EMAIL twalsh cil.us Quick Lane: 815-759-CUBE (5823) ft0w @i.mchenm www.bussford.com • www.busslincoin.com �_ L I N C O L N PURCHASER City Of McHenry CELL PHONE ADDRESS 333 S Green Street HOME PHONE (815) 363-2200 WORK PHONE_(815) 363-2138 CITY McHenry STATE IL zip 60050 DATE 4/23/2019 NEW YEAR MAKE &MODEL OF VEHICLE BO,QY S E COLOR SERIAL NUMBER STOCK NO. 9��D2 Ford Police Interce for Utili B TRADE IN Serial No. Stock No. Year & Make Model Trim Color Odometer Payoff Ins. Co. Great American Ins Co. Agent Marsh USA Inc Phone # 800 814-5500 Finance Co. Address Payment Driv. Lic. No. Driv. Lic. No. In ACCEPTED - BUSS FORD SALES BY: THIS ORDER IS NOT VALID DEALERINSTALLED MEMO FEET I,- Q Cis 3 1-07 �� '5,�N Quo I / , '; - !No Pr--Rl-?-ri 'r v ,Q�14/VDC_E.5 /NSiD1Fw�•Noo5. 5, 3c-/-f S-rA.?- (so � 11 y6115 6 > Soc, Sec. No. Birthdate Soc. Sec. Birthdate ODOMETER Is not a cash transaction, the Buyer herein before or at the time of delivery of the vehicle, and in accordance with the terms and rr, vrill exewte either a chalt el mortgage, conditional sales contract, additional loans or such other form of security agreement as r credit basis. age. that he has title to and gcod right to sell and dis ose of the used car traded In described above that there are not liens, claims d and sufficient fide and heir 3% grants Buss Ford Sal s power of attorney to assign and endorse said title for trim, and to sign any he title car being purrltased in anY state or ten9ory. Ted p} rchases the above automobile with u pment a! the prices and on the terns specified above in the even( of a out of stale r. unM said Title is endorsed to and received the Ptuchaser ttuouuyyhMarls IBJECT TO FINAL PAYMENT OF ANY AND LU CHECKS CLF�4RING BANK UPON WHICH OIiAWN. lonrane label Tian vehicle. All identifying nrunhers an said vehiicle agree with those on title or Certificate of origin. ns All Warranties, Either Expressed or implied_ Inctudin Any Implied Warranty of Merchantability or Fitness for a Particular SELLING PRICE $32,060.00 TRADE-IN ALLOWANCE $ 0.00 CASH DIFFERENCE $ 32060.00 $ DOCUMENT FEE $ 0.00 ELECTRONIC FILING FEE $ SUBTOTAL $ 32060.00 # SALES TAX $ 0.00 LICENSE &TITLE $ 105.00 TOTAL $ 32165.00 BALANCE OWED ON TRADE $ 0.00 EXTENDED SERVICE PLAN $ 0.00 REBATE -$ 0.00 TOTAL PRICE $ 32165.00 DEPOSIT $ 0.00 UNPAID BALANCE $32,165.00 DEPOSIT NOT REFUNDABLE UNLESS SO STATED I OR WE APPROVE AND ACCEPT THE ABOVE TERMS i BUYER DATE CO -BUYER DATE 9/19 2M POLICE INTERCEPTOR CONTENT PROPRIETARY I UMqut Police interceptor UMy Fe t im Maude: I MODEUSEMES/AVAILARILITY • 3 Available Models 3.3L V6 0frsct-kf)ecNon FFV AW D* e 1 Available Series — SOOA MECHANICAL * 3.3L PoAce-CaAbraled VB Direct-Injection.GwgiwfC2st�n wwmwiaemand the job) • AWD Drtvustraln - Standard for enhanced handlIng precislon and unsurpassed traction on wet or dry surfaces * Transmission -10-speed automatic, police calibrated for maximurn acceleration and fester closing speeds Pack * Brakes - Ponce calibrated hioh-performance braking system • 4 W heal heavy-duty disc wfheavy-duty front and rear calipers • Brake Rotors - large mass for high thermal capacity and calipers with large swept area. • Electric Power- I �p ((S�PAS) - Heavy -Duty * R 60 A L-rwrlly. cC * H7 gi:9Battery twar"";130 uumiu-amp) * 148 A13M Battery (Available; 650 CCAW-amp) • Cooling System - Heavy-duty, tape high vokmA radiator, Engine ill cooler and trarsrnisslon cA cooler • Engine Idle Hex Meter • Er&e Hour Meter • Powertra)n mounts - Heavy -Duty * Class III Trailer Fitch Receiver with 5,000 Asa. towing capacity • Wheels -- Heavy-duty stool, vonl ed withcenter cap Full size spore We wt?PMS * SO -State Emission System INTERIOR FEATURES * Cargo Area - Spacious area for police equipment; lithium-lon Battery Pack does not intrude Into the cargo area • Cdunxn Shifter • Seats Front - Poke grade cloth - 6-way power-a4ustable Manual lumbar, seatback foam designed to comfortably accornmodato a utility bek -- Bulk -In steel ftuslon plates in both !rant-sestbacfa 2"e Row - Police grade vinyl, offers any care for cleaning • Flooring - Heavy -Duty vinyl; offers asso of desv and long- term durability • Ufigate access with marxwf lock cyik%W • Sknpie Fleet Key (vrlo microchip, easy to repface, 44keys) • Speedometer - Citified, dipal readout in msssage center and men give • Universal equipment tray stop instrurnent panel {ideal for radar and other price equipment) POLICE UPFIT FRIENDLY • Consfstant 11 inch space between d6m and Passenger seats for oftermarkst consdas (94nch center console mounting plate) • Console mounting plate • Dash pan4hru opening for aftormarkel wltng • Headliner- Easy to service • Integrated LED peke flashers (available) * Rear -canter seat deNts (aysliabhy . Tafkamps - Integrated pdics tlaashers (avalabie) • Two (2) So amp battery ground circuits - power distribution Junction block (roposMaeed behind a row seat fivorboard). TECHNOLOGY (OP-T t DN A L.> * Ford Talamoftalm - kncudes Flest TeNmatics Modem and complimentary 2-yea subscription * Police Po4moter Alert (avathd0s; detects and analyzes motion In an appro0mately 270degree radus on sides and back of vel"e) * Rear Camara tin -Demand (available) • Front Interior Visa LIVA Dar (LED) Super low -profile warring LED Wit Bar fully Integrated Into the lop of the windshield near the headliner -fully programmable (available; RodBkWWhke LED * ) Rear Afhr1Asry litigate Lights (availsi ; Red?Blue LED Ughts; located beneath Sigato glees In appA4ue pant) • Rea Speller Ttafric Warning Ugfeltt (LED) -Fully integrated in rear spoiler for enhanced visibility; PwAdes rod/bkfelambor dreclio nat lighting -fully progrernmiable (available) * Pre-CoMsion Assist with Pedestrian Detection (available; ktckndes Forward Collision Warning and Automatic Emergency Braidng and txdgw d- hie switch for Law Enforcement use) • BL 98 - 01 d Spot Monitoring OM Cross-treltic Hart (avalable) * ftmooth A Interface- Includes Aands-lree voice cornnwnd = oornp ilble with mast INustmoth connected mobile • Unique Steering Wheel (with 4-remapp" hatching switches) SAFM/SECUFM HIG"LIGHTS • 75-no Rea-knpad Crash Tested !late: The fug opera are ssoeed in eu factory location Is necessary to adie•e pallc•Ka1ed 75-wywh tear impact crash vot performance atlribkraa • AdvanceTraoO wIRSCs (Rat Stability Cortrol®) police tuned gyrosoopie severs walk seerniessfy with the ABS • BaNaffc Door-Patsk (National kabliffs of Juslics W certified to stop Typo Ill, fV, at Masr NU rounds, as well as additional spodd ehrest rounds) law allebkrj • Exterior Key Lola - Driver, peasonger and Ifftgate • Police Engine Idto feature (available) • Row Video Camara with Washer (standard) Reverse Sensing (aveitable) WARRANTY • 3 Year / 36,000 Mles Bumper / Dunpr POWERTRAIN CARE EXTENDED SERVICE PLAN . 6-yearn00,000-rage rkrw ortrain CARE Extended Service ban (zero deductible) - Standard Product Chwigu aid Festur," Au#abMy I Fesivres, options and package oornlent WAIS t to d=VIL Please dwdc www,kiIC"W eGm nor the WAN ordeal k*MMIen, 03/19/19 2020 POLICE INTERCEPTOR UTWTY PROPMETARY STANDARD EQUIPMENT • Axle f4atio - 3.73 (AW D) • Brakes - 4-Wheel Heavy -Duty Disc wM.D. Front and Rear Cdfpws * Class nI Traiter Hitch Receiver • Cali rmn Shifter * -2JILAmp alternator • Drivatrain - AiI W neeEDrfw • Electric Power -Assist Steering (EPAS) - Heavy -Duty • Engine - 3.31. V6 Direct4rilecoon • Engine Hour Idle Meter • Engine Four Meter • Engine Oil Cooler • Fuel Took - oil. * H7 SIX Sattery 11 CCN8D-amp) • busrjw-un - indepenuwit front b rear * Transmisson -10-speed automatic • Transmission Ofi Cooler EXTERIOR • Antenna, Roof-rnounted • Cladt2ng- Lowy bodyside cladding (MtC) • Door Handles - Black (MIC) • Exhaust, True Dud (down -turned) • Door -Lock Cylinders (Front Driver / Passenger / Litigate) • Glass - 2" Row, Rear OuaRw and Uttgate Pdvwy Otass • GYP* - Black (MtC) * Headampa-Automatic, LED Low -and -High -Beam Note: hdudes Froth Heautl-W / Poke bftMdPla' Housing (with LED wlp-weg i•WK•) — Pro -drilled hob for side marker police use, does not include LED strobo, but kr AK%g LED wigwag tunodoneW (eliminates need to utraf housing aesembfies and provides LED wsg-wag feature) — Pre -molded side warning LED hates with standard saaied caPMdky (does net include LED Installed oghb) — Wiu-wag default is traditional pingimng Pattern; can be progranwhed to Mipq4urst pattern a ping -pony / triple -punt NOW. Mist be waled to vaNcie's final ew*ulw lo anebM Wg warp kxrr Ready for go Road Pa*AV «�� is ) • Ltigate - Manuel t-Pic e - Fixed Glass w/Door-L ock Cylinder • Mirrors - Mark Caps (MiC). Pawn Electric Rants, Manual inctund when with Integrated Sera (�� sled tufnd spd mirrors no( • Spare - Full size 1 a` Tire wfrPMS • War -Pointed Black • Tailgate Handle - W) • Tell lamps - LED • Tires - 259/BM 18 A/S &SW • Whed-lip Molding - Black (MIC) • Who* -18' x 8.0 Painted black at" with Polished stakim steel tub cover • Wldehieid - Acoustic Laminated iN ERIOR4=itAFORT • Cargo Hooks in cargo arse • Climate Control - Dual -Zone Electronic Automatic Temperature Control (DEATC) • — Pow — Rear -Door Handles and Looks Operable • Fixed Pedals (Driver Dead Pedal) • Floor - Footing - HeavyoAy Thermoplastic Efastomer • Glow Box - Locking/non4liuminated • Grab Handles - (1- Front -passenger aide, 2-Rear) • LUtpale Release Switch located In overhead console (45 second fimeout towurs) •--wAhoad Console — RedVWhite Task Ughtfng in Overhead Console — 3'• row overhead map fight • Mirror - Dap/nfpht Row View • Particulate Air Filter e Powerpdrits-(1) Fast New • Rau -window Defrost • Scuff Plates - Front i Rear • i!11i. 1 Row Police (trade Cloth Trim, Dual Front Buckets with reduced bolslas — 1" Row- [river 6-way Power track (fore/att. Up/down, tlk with manual refine, 2-way Manuel lumbar) — 14 Row- Passenger 2-way Manual track (toralalt. with Manual recline) — W114n steel IfBruion Plates in both driver/passenger seatbacks — no kFlow Ind se35 Bench Seat (Manual to�flat. • Speed (Cruise) Control • Speedometer -Calibrated (includes digital readout) • Steering Wheel - Manual / Tit / Telescoping, Urethane wheel finish w/Sfivw Painted Bezels with Speed Controls and 4 user - configurable tatchtg switches • Sun visors. color -keyed, norriMtxrinated • Universal Top Tray - Cents of VP for mounting aftermarket equipment • Windows, Power, 1-touch Up/Down Front DrfverlPassnMger-Side with disable feature SAFETYISECURITY • Adva=*Traw* w?RSC* (Roo stability Controls) • Airbags. duai-etage driver • tron"assenga, side seat, passenger -fide knee, P41 Curtain Alrmaga and Safety Canopy* • Anil -Lock Brakes (ASS) with Traction Control * Brakes -Police calibrated high-performance bra" system • Belt ant (Front Dmror / Passenger) Child -Safety Loft (capped; am to on'j e l dtftial Tire Frames Mtn **v system (TPMS) • LATCH (Lower Anchors and Tethers for CMidren) system on row outboard Beat bcallena • Rearview Camera with Washer viewable In 4.2' center stack NOW. RsenlewConant I ohm inreanNwmirror(nvWbbw) -order am (s•'"ere 010" • Seat Bells, Prelensiamffinergy-Management Syetan wiadjrret" height in 1e Row • SOS Po*Crash Alert System"' FUNCTIONAL • AM/FM / MP3 Cap" / Clock / 44 poolu" — mustoo" ~we*— h eludes hands -free voice coMM41nd support (cornpalVe with Most t1l Mooth corwucted melee* davloes) * Uss Part— (1) — 4.2' Color LCD Streen Center-Stack'Smad Display" Easy Fud@ Capiess Fwl-Flier * Ford Tobmatfcs"' - kX*xles Fleet Telematics Modem and compinsrrtary 2-year won • Front door father oVws (drfvedpassenger) • Power pigtail harness w Recovery Hooks; two In front and tralier bar in rear • Skr+ple Fleet Key (auto microchip, any to replace; 4-keys) • Two way radio pre -auks a Two (2) 50 amp batty ptourtd dreuk — power distribut)on Junction block (behind 2" row passenger seed floorboard) • Wipers - Front Speed-Samitive intermittent; Roar Dual Speed Estimate Ultra Strobe Communications Inc 748 Tek Dr. Crystal Lake, IL. 60014 Dale Estimate 0 10/31/2019 3765 Nam / Address City of McHenry Attn: Accounts Payable 333 S. Green St McHenry, IL 60050 P.O. No. Job Nam 318 Barre Description oty Price Total CNSMBR-265469... Federal Sinai CN SignalMast r 8-bead rear model; 4 1 599.00 599.00 amber/red refloctors, 4 amber/Mve reflectors ISFW34Z Wbelen Inner Edge FST Wecam Solo 10 lamp with 2 1 725.00 725.00 take -downs VTX609B Whelen super LED light, single self contained lightluead 2 59.95 119.90 with 25 scan lock iinh pattems, blue VTX609R Wheien super LED iigM, single self contained Kghdww 2 59.95 119.90 with 25 Scan -Lock Msh patum C-VS-13094NUT Havis consolo for Ford In/ersepior SUV. EQUIPMENT 1 279.99 279.99 BRACKETS MUST BE SPECIFIED AT TIME OF ORDER TO AVOID ADDITIONAL CHARGES. C-ARM-103 Havis anmrest for top mount, large pad 1 87.95 97.95 C-CUP2-1 Havis dual cuphoklor imiernal mart 1 36.95 36.95 C-MD-302 Have Heavy Duty Computer Monitor / Keyboard Mount 1 324.95 324.95 and Motion Device C-SM-SA Havis Universal Meuntiag Brackets For Angled Console 1 34.95 34.95 WK05141TU 12 Setina window barriers VS for steel tsar for Ford Utility 1 1".95 1 ".95 Removal Removal of equipment 1 250.00 250.00 Installation Gutallation of equipmaeat 1 1,950.00 1,950.00 Misc install equipt Includes wira,amnectors, standard hrses/ fuse 1 200.00 200.00 hoklas,&w block, and one 30 amp relay. ENT2133B Sound Off lntersector LED Light Kit, Black Hoaxing W/ t 149.95 149.95 1-Light h Mounting Gasket,I-Inline Rasher, 3-Cusbm► Wedges, Clear LerwShae LEDs ENT293R Sound Off lmteaseclor LED Light Kit, Black Housing 1 149.95 149.95 W/1-Light k Mownfing Gasket,i-Inline Flasher, 3-Custom Wedges, Clear I.AwMed LEDs Subtotal slynature Dale Sales Tax (7.75%) Total Our quotes are valid for 90 days Phone 0 Fax 0 E-mall Web Site 9154791717 915-479-1819 STACEY®ULTRASTROBE.COM www.ukmstmbe.00m Paje i Estimate Ultra Strobe Communications Inc 748 Tek Dr. Crystal Lake, IL. 60014 Date Estimate 0 10/31/2013 3765 Name / Address City of McHenry Attn: Accounts Payable 333 S. Green St McHenry, IL 60050 P.O. No. Job Name 318 Item Description Qty Price Total MB8U Laird I RG58U solid center conductor cable antenna kit 2 19.95 39.90 CMUHF58 Laird mini UHF male crimp on for RG58 2 6.95 13.90 QW800 Laird Antenna $06 - 8% MHz stainless 1 9.95 9.95 QW152 Antenna 152-162 MHz 1/4 wave antenna (stainless) 1 8.95 8.95 XT4R/B Code 3 XT4 LED interior/exlaior lighttwend 12124V 6 49.95 299.70 Re"lue i UPPER 1 LOWER SIDE CARGO WINDOW AND 2 GRILL XT4LBKT Code3 XT4 universal Irbracket 90 degree 6 9.00 49.00 BR5000 Relay 75 Amp 1 49.95 49.95 ES100C Federal Signal WO -Watt compact speaker with 1 149.95 149.95 aeodyinium driver ESB-FPIUND Federal Signal bracket for mounting ESt00C speaker 1 19.95 19.95 through existing holes in dw grille ordw Ford Police kAerceptor Utility IONC Whelen )ON series super LED, clear FOR 2 99.00 198.00 HEADLIGHTS ET IFSS SP Sound Off Headlighk Flasher 1 42.95 42.93 S1240-T-IH Secure Idle ignition override for new Ford Inierceptor 1 175.00 175.00 sedan and SUV SSP2000B Federal Signal w4art sire' plati nun 2000 100W, 1 625.00 625.00 prograannable sirtaliight conntrotler with noise canceling raicroplane CG-X Havis delay limey 1 85.95 85.95 C-MCB Havis mic clip bracket 1 11.95 11.93 HLN9073B Mobrale mic bolder 3 3.95 11.95 SC-1900 Santa Cruz adjustable steel Mitt plate 1 24.95 24.95 SC-6 #H Santa Cruz universal gun lock 1 131.95 139.95 Subtotal skinature Date Sales Tax (7.75%) Total Our quotes are valid for 90 days Phone 0 Fax # E-mail Web Site 1154791717 :IS-479-1919 I STACEYQULTRASTROBE.COM www.ultnutrobc.com Pap 2 Estimate UFtra Strobe Communications Inc 748 Tek Dr. Crystal Lake, IL. 60014 Date Estimate # 10/31/2018 3765 Name / Address City of McHenry Attn: Accounts Payable 333 S. Green St McHenry, IL 60050 P.O. No. Job Name 318 mom Description oty Price Total SC-9903 Santa Cruz square butt plate "L" bracket 1 25.95 25.95 EGHSTSBB-12 Sound Off GHOST® Single Recess Mount Light, 10-16v 1 99.95 99.95 - Black Howsing/Solid Blue EGHST5RB-12 Sound Off GHOST® Single Recess Mount Light, 10-16v 1 99.95 99.95 - Black Housing/Solid Rod IK05741TV 12 Setina #6VS Single Prisoner Transport Coated 1 $59.95 959.95 Polycarbonate - Stock Seat PK01231TU122ND Setina 12VS 2ND Vinyl Coated Expanded Metal 1 352.27 352.27 Partition Subtotal $8,621.36 Signature Date Sales Tax (7.76%) $0.00 Our quotes are valid for "days Total S8,621.36 **PLEASE NOTE LIGHTBARS / PARTITIONS TAKE 6-8 WEEKS TO ARRIVE FROM ORDER DATE** Poor» R Fax R E-mail Web Site 8154791717 815-479-1818 STACEY©ULTRASTROBE.COM www.uhrastrobe.com Pape 3 McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2100 Fax: (815) 363-2119 www.ci.mchenry.il.us REGULAR AGENDA SUPPLEMENT DATE: May 20, 2019 TO: City Council FROM: Wayne Jett, Mayor Derik Morefield, City Administrator Bill Hobson, Parks and Recreation Director RE: Revocable License Agreement with Pedal and Pour, Inc. ATT: License Agreement At the May 6th City Council Meeting, Council was asked to consider authorizing a license agreement between the City of McHenry and Pedal and Pour, Inc. for the operation of a pedal boat. Based on concerns from Council regarding issues of liability and specificity of the terms of the agreement, Council directed Staff to work with Pedal and Pour representatives to develop an agreement to come before Council at the May 20th City Council Meeting. Attached to this agenda supplement is a Revocable License Agreement that has been developed by Attorney McArdle with input and review by Pedal and Pour, Inc. and is being presented to Council for consideration and approval. In addition, with the anticipated approval of the Class E "Bring Your Own Alcohol' liquor license, also on the agenda for the 20th, Pedal and Pour will be able to apply for an obtain this license to permit customers the ability to bring alcohol onto the pedal boat. RECOMMENDATION: Therefore, if Council concurs, it is recommended that a motion be made to approve the attached Revocable License Agreement Between the City of McHenry and Pedal and Pour, Inc. REVOCABLE LICENSE AGREEMENT BETWEEN THE CITY OF MCHENRY AND PEDAL AND POUR, INC. This Revocable License Agreement ("Agreement") is made and entered into this 20th day of May, 2019 ("Effective Date"), by and between the City of McHenry, 333 S. Green Street McHenry County, Illinois, an Illinois home rule municipality ("City") and Pedal and Pour, Inc. ("PPI or Licensee") A. The Licensee is an Illinois corporation and intends to do business under the name of McHenry Pedal Boats, an unincorporated entity. B. Licensee desires to commercially operate one (1) 14-16 passenger boat ("Pedal Boat") solely within the Fox Waterway adjacent to the City corporate boundaries during the 2019 boating season. C. Licensee also desires to utilize one City boat slip, located at Miller Point and on Boone Creek, to park the Pedal Boat and to load and unload passengers. The location of the boat slip shall be selected by the City following consultation with the Licensee and there shall be no charge for its use ("Licensed Boat Slip"). D. Licensee is responsible for the use or misuse by passengers of parking areas servicing the Licensed Boat Slip. No fee may be charged to the passengers for any use of any parking areas. E. The City desires to permit the Licensee to commercially operate one (1) Pedal Boat solely within the Fox Waterway adjacent to the City corporate boundaries during the 2019 boating season and to utilize the Licensed Boat Slip, at no charge to park the boat and to load and unload passengers. F. The following information is represented by Licensee as true and accurate at the time of signing this Agreement: i. The name, address and phone number of Pedal and Pour, Inc. is 210 N. Broadway Avenue, Park Ridge, Illinois 60068; 833-733-2563. ii. The name, address and phone number of the President of Pedal and Pour, Inc. is William Russell, 210 W. Broadway Avenue, Park Ridge, Illinois 60068; 833- 733-2563. iii. The name, address and phone number of the USCG Licensed Captain is Tony Esposito, 3336 Waukegan Road, McHenry, Illinois 60050; 815-322-1177. iv. The Pedal Boat's capacity is 16 passengers under the Certificate of Inspection ("COI") issued by the USCG. v. The Pedal Boat to be used by the Licensee has a current USCG COI with an expiration date of April 8, 2024 total passengers allowed is 18; inspection zone of CHIMS/Chicago Marine Safety. vi. The Licensee has an FCC radio license number of WDK6934 with an issued date of March 5, 2019. G. The City is a home rule municipality and as such has the authority, pursuant to Article VII, Section 6(a) of the Constitution of the State of Illinois of 1970, to adopt ordinances and to promulgate rules and regulations that pertain to its government affairs. Now, therefore, in consideration of the promises and agreements made herein, the adequacy and sufficiency of which is acknowledged as received by the parties hereto, it is agreed as follows: 1. The above referenced recitals are incorporated herein and are material to this Agreement. 2. The City hereby issues this exclusive license permitting Licensee, PPI, on a revocable basis, to a) use the Licensed Boat Slip, at no charge, for the purpose of commercially operating the above Pedal Boat (one) solely within the Fox Waterway, adjacent or in close proximity to the City corporate boundaries during the term of this Agreement, b) park the Pedal Boat at the Licensed Boat Slip, c) load and unload passengers at the Licensed Boat Slip and d) free use of the City's boat launch. 3. PPI agrees not to operate its Pedal Boat or offer its services to or in conjunction with any other city, town, county or business establishment along the Fox Waterway except for the City of McHenry and local City of McHenry business establishments. This excludes marketing resources such as billboards, radio, television and cable television, Facebook, newsprint and any web based marketing sources. 4. The term of this License, if not terminated sooner by either party, shall be from the date of full execution of this Agreement through October 31, 2019. Provided, however, the City reserves the right to terminate this Agreement, for any reason or no reason at all, upon fifteen (15) days' written notice to the Licensee. Licensee may also terminate this Agreement upon fifteen (15) days' written notice. Following the termination of this Agreement, Licensee shall remove the Pedal Boat from the Licensed Boat Slip and fully restore the Licensed Boat Slip to their original condition. 6. During the term of this Agreement, Licensee shall keep the Licensed Boat Slip clean and orderly. 7. In the event the Licensee defaults on its obligations to fully remove the Pedal Boat and restore the Licensed Boat Slip to its original condition, the City may but is not obligated to, remove the same along with any miscellaneous property left behind and fully restore the Licensed Boat Slip to its original condition ("Remedial Actions"). The Licensee shall reimburse the City for all expenses incurred for the Remedial Actions. 8. Other than with respect to gross negligence, fraud or willful misconduct of the City, Licensee hereby agrees to indemnify, defend, and hold harmless the City, it's elected officials, its duly appointed officials, agents, employees and representatives, from and against any and all claims, suits, settlements, actions, losses, expenses, damages, injuries, judgments and demands arising out of this Agreement, Licensees use of the Licensed Boat Slip or its operation of its Pedal Boat business, including but not limited to damages, injuries or death by the passengers of Licensee. 9. This Agreement is not assignable and nothing contained herein shall be construed as to constitute the relationship hereby created as an employment, an agency or partnership. Licensee has no authority to make any binding agreement or commitment on behalf of the City. 10. Hours of operation by Licensee on the Fox Waterway are between 7 a.m. and 11 p.m. 11. No alcoholic beverages shall be served to passengers on the Pedal Boat; however, passengers shall be permitted to possess and consume alcoholic beverages pursuant to a BYOB liquor license issued to the Licensee by the City. PPI or Licensee are not barred from applying for a liquor license in the future. 12. Licensee is responsible for the activity and conduct of passengers, customers and guests at all times. 13. No legal title or leasehold interest in the Licensed Boat Slip shall be deemed or construed to have been created or vested in the Licensee by anything contained in this Agreement. 14. The Licensee shall provide and keep in full force a general liability commercial insurance policy with limits of $1,000,000.00 per occurrence for personal injury and death to any one person or damage to the Licensed Slip occurring on or in the Licensed Slip, the Pedal Boat operated by Licensee and its agents' employees, and on the Fox Waterway or Boone Creek with respect to general liability and property damage including, bodily injury, death to any one person or damage to the Licensed Boat Slip. Such policy of insurance shall name the City as an additional insured and be delivered to the City prior to the occupancy of the Licensed Boat Slip. All such policies shall contain an agreement by the insurers that the policy shall not be cancelled without at least thirty (30) days prior written notice to the City. 15. This Agreement shall be governed by Illinois law and the Federal Navigation Rules and Regulations where applicable without regard to conflicts of law. 16. Any notices required or contemplated by this Agreement shall be sent by certified mail or via a nationally recognized private carrier (such as Fed Ex or UPS), as follows: If to the City: City of McHenry Attention: City Administrator 333 S. Green Street McHenry, Illinois 60050 If to the Licensee: Pedal and Pour, Inc. Attention: William Russell 210 W. Broadway Avenue Park Ridge, Illinois 60068 17. This Agreement sets forth all the promises, inducements, agreements, conditions and understandings between the Licensee and the City and there are no other promises, agreements, conditions or understandings, oral or written, express or implied, between them relative thereto. 18. This Agreement may only be amended by way of a written instrument that is signed by both Parties. CITY OF McHENRY Wayne Jett, Mayor Date LICENSEE/PEDAL AND POUR, INC. LIM President/Captain William Russell Date Z:\M\McHenryCityof\Pedal&Pour\LicenseAgreement. clean.docx Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us REGULAR AGENDA SUPPLEMENT TO: Mayor and City Council FROM: Douglas Martin, Director of Economic Development FOR: May 20, 2019 Regular City Council Meeting RE: Conditional Use Permit for an Assembly Use and Variances for the property located at 4724 and 4716 W Crystal Lake Road ATT: 1. Location Map 2. Unapproved Planning and Zoning Commission Minutes dated April 17, 2019 3. Ordinance approving a Conditional Use Permit for an Assembly Use and Variances 4. Application Packet AGENDA SUPPLEMENT SUMMARY: Council is being asked to approve: • Conditional Use Permit for an Assembly Use • Variance to the Maximum Building Height permitted • Variance to eliminate parking lot landscape islands • Variance to allow an additional accessory structure (salt dome) The applicant is proposing to construct a 64,000 square -foot addition to the existing West Campus High School located at 4724 W Crystal Lake Road. DESCRIPTION OF REQUEST: The West Campus High School will become a sophomore thru senior campus and the East Campus High School will become a freshmen campus. Additionally, the parking lot will be expanded on the south side of the West Campus School and, at buildout, the total number of spaces will be 874, an increase of 224 spaces to accommodate students and teachers from East Campus. Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us ANALYSIS: Conditional Use Permit for an Assembly Use The Subject Property is currently zoned residential and is surrounded on three sides primarily by residential land uses. To the east is a mixture of residential and commercial land uses. Staff believes the use is appropriate for this location. The proposed development includes an addition on the north side of the school including a Science, Technology and Manufacturing Center. The proposed addition will eventually serve 2,000 students from East and West Campuses. The freshmen students will be attending East Campus. The parking will be expanded to accommodate 874 vehicles, include renovations to the tennis courts and eliminate the need for trailers as classrooms at West Campus. A traffic analysis was completed as part of the application packet. Similar to the traffic study review completed by HR Green, staff believes there should be alternative parking lot access points and circulation patterns considered for the site to efficiently move car and bus traffic to and from the site and to prevent queuing onto adjacent roadways. This should be done as part of a collaborative effort between McHenry District 156 and the City, particularly the McHenry Police Department. While it is not believed that a traffic signal is warranted at this time, one should potentially be planned for the long term-2030 to for the safe movement of vehicles in the future as traffic volumes increase. Variance to exceed the maximum height limitation The applicant is seeking a variance to exceed the maximum height limitation, from 35 feet to 45 feet. Staff is not concerned with this variance. The proposed addition at West Campus is approximately 125 feet from Crystal Lake Road and over 350 feet from the closest residence to the northwest. Variance to eliminate parking lot landscape islands The applicant is also seeking a variance to eliminate the parking lot landscape islands at West Campus. To the north of the building landscape islands are proposed on the ends of the parking rows, on the south no parking lot islands are proposed. However the applicant is proposing a center landscape strip between the existing parking lot and the expansion with a sidewalk from the tennis courts to the building. Again, staff does not have a problem with this variance request, as the applicant is limited in space and trying to maximize parking. Additionally, there is effort being made to do some improvements within the parking areas. Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us Variance to allow an additional accessory structure (salt dome) The applicant is seeking a Variance to construct a salt storage shed to the west of the existing maintenance building at West Campus. The building is approximately 1,750 square feet and will allow the school district to store a sufficient volume of salt onsite for use throughout the winter. All "RS" (Residential) zoning districts are restricted to a maximum of two accessory buildings, and several currently exist on the subject property; therefore a variance is required to address this as well. Staff supports this variance. This is a very unique situation and property. The property was acquired many decades ago and has existed and been used for sporting events for numerous years. A complex of this size requires many types and sizes of accessory buildings and structures in order to optimize the functionality of the site, in terms of accommodating multiple events throughout the year. The property shape is unique and circumstances regarding the use and development of this site relate to this property only and are not found anywhere else in the immediate area. None of the existing/proposed improvements will adversely impact abutting properties nor the health, safety or general welfare of the public, and are definitely necessary for the use of the property as it was intended. None of the circumstances creating the need for the requested variances were caused by or a direct result of any action taken by the applicant and denial of the requested variances would certainly create an undue hardship/burden on the property owner and essentially render the property useless as a public sporting complex/venue. Finally, the variances are consistent with the comprehensive plan. PLANNING AND ZONING COMMISSION: The Planning and Zoning Commission unanimously recommended approval (6-0) of a Conditional Use Permit to allow an Assembly Use with the following conditions, as presented: • The project is developed in accordance with the Site Plan prepared by Gewalt Hamilton Associates dated 3/21/19 and consisting of one page, Landscape Rendering prepared by Gewalt Hamilton Associates dated 3/21/19 and consisting of one page, Traffic Impact and Parking Study prepared by Gewalt Hamilton Associates dated 3/22/19. Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us • Alternative points of access and circulation patterns should be discussed between the school district and the City, particularly the police department, to ensure the safe and efficient movement of traffic to and from the site especially during peak hours. • The current parent drop-off/pick-up lane should be reevaluated to ensure adequate stacking is provided. • Modified signal timings on area signals should be considered to reduce congestion and increase progression along Crystal Lake Road. • A pedestrian connection from the sidewalk along the west side of Crystal Lake Road into the high school is required. • Vehicular and bus access onto West Oakwood Drive should be considered, northbound only for vehicles to access the traffic light at Royal Drive. • The administrative parking lot on the north side of the school should be separated more from the adjacent driveway so as not to confuse drivers exiting the school. The Planning and Zoning Commission also unanimously recommended approval (6-0) of a Variance from the Maximum Building Height, from 35 feet to 45 feet with the following condition, as presented: The project is developed in accordance with the Site Plan prepared by Gewalt Hamilton Associates dated 3/21/19 and consisting of one page. The Planning and Zoning Commission unanimously recommended approval (6-0) of a Variance from the Landscaping and Screening Ordinance to eliminate parking lot islands with the following condition, as presented: The project is developed in accordance with the Site Plan prepared by Gewalt Hamilton Associates dated 3/21/19 and consisting of one page and Landscape Rendering prepared by Gewalt Hamilton Associates dated 3/21/19 and consisting of one page. And: Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us The Planning and Zoning Commission unanimously recommended approval (6-0) of a Variance from the Accessory Uses, Yards & Fences to allow an additional accessory structure (salt dome) with the following condition, as presented: The project is developed in accordance with the Site Plan prepared by Gewalt Hamilton Associates dated 3/21/19 and consisting of one page. Council may choose to amend, add or delete conditions to each of these items as deemed appropriate by a majority of the Council. RECOMMENDATION: Therefore, if the City Council concurs with the Planning and Zoning Commission it is recommended that a motion be made to approve the attached Ordinance approving a Conditional Use Permit for an Assembly Use and Variances, as identified. -HL!AND DRfVE ,2Z'tia!`'��r� �,1.I'. J'��tiv 1.yT; "M 0 Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us City of McHenry Unapproved Planning and Zoning Commission Minutes April 17, 2019 Public Hearing: Ryan McTague, MCHS District #156 File No. Z-946 4724 W Crystal Lake Road Conditional Use Permit for an Assembly Use: Variance to the Maximum Building Height permitted; Variance to eliminate parking lot landscape islands; and Variance to allow an additional accessory structure (salt dome) Chairman Strach called the Public Hearing to order at 7:45 p.m. regarding File No. Z-946 an application for a conditional use permit to allow outside storage of vehicles in conjunction with a towing operation for the property located at 4564 Bull Valley Road. Chairman Strach stated Notice of the Public Hearing was published in the Northwest Herald on March 31, 2019. Notices were mailed to all abutting property owners of record as required by ordinance. The subject property was posted. A Certificate of Publication and Affidavit of Compliance with notice requirements are on file in the City Clerk's Office. In attendance were: Tom Rychlik, Engineer, Gewalt Hamilton Associates, 625 Forest Edge Dr. Vernon Hills, IL 60061; Don Dixon, Engineer, Gewalt Hamilton Associates, 625 Forest Edge Dr. Vernon Hills, IL 60061 and Todd Woolever, Architect, Wold Architects, 110 N. Brockway Suite 220, Palatine, Illinois 60067, who were sworn in by Chairman Strach. Mr. Rychlik stated they are representing McHenry High School District #156 in their request to revise their conditional use and due to the passing of a recent referendum, obtain permission for variances in order to begin construction on improved parking and grounds facilities and an addition to the building at West Campus. Renderings were displayed and the public was invited to view them. They explained their detailed drawings and the need for more parking due to the increase in the student and teacher population at this building after the construction is complete. They will move some of the tennis courts in order to add additional parking areas while allowing the tennis courts to help act as a partial buffer to the homes to the south from the parking traffic. They also intend to make improvements to the detention system on the property. Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us Director of Economic Development stated the applicant is proposing to construct a 64,000 square -foot addition to the existing West Campus High School. The West Campus School will become a sophomore thru senior campus and the East Campus High School will become a freshmen campus. Additionally, the parking lot will be expanded on the south side of the school and at buildout the total number of spaces will be 874 spaces, an increase of 224 spaces to accommodate students and teachers from East Campus. Director Martin stated the applicant is seeking the following: • Conditional Use Permit for an Assembly Use • Variance to the Maximum Building Height permitted • Variance to eliminate parking lot landscape islands • Variance to allow an additional accessory structure (salt dome) In regard to the Conditional Use Permit for an Assembly Use, the property is currently zoned residential and is surrounded on three sides primarily by residential land uses. To the east is a mixture of residential and commercial land uses. Staff believes the use is appropriate for this location. The proposed development includes an addition on the north side of the school including a Science, Technology and Manufacturing Center. The proposed addition will eventually serve 2,000 students from East and West Campuses. The freshmen students will be attending East Campus. The parking will be expanded to accommodate 874 vehicles, include renovations to the tennis courts and eliminate the need for trailers as classrooms. A traffic analysis was completed. Similar to the traffic study review completed by HR Green, staff believes there should be alternative parking lot access points and circulation patterns considered for the site to efficiently move car and bus traffic to and from the site and to prevent queuing onto adjacent roadways. Director Martin stated this would be done as part of a collaborative effort between McHenry District 156 and the City, particularly the police department. Director Martin further stated while a traffic signal is not warranted at this time one should potentially be planned for the long term-2030 for the safe movement of vehicles in the future as traffic volumes increase. Director Martin stated the applicant is seeking a variance to exceed the maximum height limitation, from 35 feet to 45 feet. Staff is not concerned with this variance. The proposed addition is approximately 125 feet from Crystal Lake Road and over 350 feet from the closest residence to the northwest. Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us The applicant is also seeking a variance to eliminate the parking lot landscape islands. To the north of the building landscape islands are proposed on the ends of the parking rows, on the south no parking lot islands are proposed. However the applicant is proposing a center landscape strip between the existing parking lot and the expansion with a sidewalk from the tennis courts to the building. Again, staff does not have a problem with this variance request, as the applicant is limited in space and trying to maximize parking. Additionally, there is effort being made to do some improvements within the parking areas. In addition, the applicant is seeking a variance to construct a salt storage shed to the west of the existing maintenance building. The building is approximately 1,750 square feet and will allow the school district to store a sufficient volume of salt onsite for use throughout the winter. All residential zoning districts are restricted to a maximum of two accessory buildings, and several currently exist on the subject property; therefore a variance is required to address this as well. Staff supports this variance. This is a very unique situation and property. The property was acquired many decades ago and has existed and been used for sporting events for numerous years. A complex of this size requires many types and sizes of accessory buildings and structures in order to optimize the functionality of the site, in terms of accommodating multiple events throughout the year. None of the circumstances creating the need for the requested variances were caused by or a direct result of any action taken by the applicant and denial of the requested variances would certainly create an undue hardship/burden on the property owner and essentially render the property useless as a public sporting complex/venue. Finally, the variances are consistent with the comprehensive plan. Director of Economic Development Martin stated Staff recommends approval of a Conditional Use Permit to allow an Assembly Use and all Variances with all conditions as presented. Chairman Strach invited questions and/or comments from the Commission. Commissioner Doherty asked for clarification on the location of the tennis courts and new parking area. Mr. Rychlik explained the rebuilding of the courts and stated the new parking lot will be located at the same grade as the existing parking lot, as an extension of it. Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us Commissioner Miller asked for clarification that the sports practice fields will remain as is. Mr. Rychlik stated there will be no further improvements on the sports fields but they will add a walking path and trees. Commissioner Walsh stated a concern with the lighting of the new tennis courts to the south closer to the residences. Mr. Rychlik stated only 4 or 5 of the tennis courts to the south will be lit and they are using led lights and will only be the courts located furthest away from the homes. Commissioner Walsh asked stated he would like to see time limits imposed on the hours the courts are lit. The applicants agreed to lighting time limits being imposed. Commissioner Walsh and Commissioner Gurda both stated concerns with the increase in traffic on Crystal Lake Road due to the increase in student population going up by 224. Commissioner Walsh was particularly concerned about the exit and entrances during peak hours. Both Commissioners Walsh and Gurda opined a traffic light will be needed eventually. Commissioner Strach stated there is a condition on the request which requires further discussion on the traffic concerns due to the increased student population. Mr. Rychlik stated the traffic study reflects a traffic light is not warranted at this time but there are several suggestions they are looking into to ease the traffic flow such as modifying signal times on traffic signals located to the north and the south of the campus. Commissioner Walsh asked for clarification on what is being disturbed on the rear side of the building. Mr. Rychlik stated the bus lane will still be used and the exit road will be renovated but will remain usable only for bus traffic. He stated there will be no other improvements in the far rear of the property past the addition. Chairman Strach opened the floor to questions and comments from the audience and invited audience to view the elevations and drawings being displayed. Gail Riddle, 4819 Oakwood Dr. inquired when the construction will start and hours and how many days of the week construction will be allowed, stating a concern in regard to noise and construction dirt. Mr. Rychlik stated they hope to start this June but it is hard to determine and end date. He expects the fields and parking additions to the south will be done during the summer followed by excavation for the addition. He stated construction should be 5 days a week unless there are problems and the north parking lot will be renovated last. Alderman Andy Glab, 5001 Oakwood Dr. stated concerns with ingress and egress. He opined the school needs a traffic light and uses the time and takes a police officer away for at least 2 Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us hours a day. He further stated there need to be more restrictions on student parking on area streets and that the chillers are very loud on the building which will continue to be a noise problem if not addressed. Mr. Rychlik stated the chillers are being replaced. Mr. Glab stated concerns with drainage on the property dating back 18 years clarifying he is not in favor of the expansion but acknowledges a referendum passed so he wants to be sure all drainage issues are fully addressed. Mr. Rychlik provided clarification stating the sewer will be enlarged as needed based on capacity, the detention basin will be expanded to care for the increased capacity, and the replacement basin will continue to be a natural planting basin. They are cleaning and fixing the old basin and putting in a new basin that will address all the drainage issues. Detailed clarification and explanation on the overflow and drainage was given by Mr. Dixon and Mr. Rychlik both giving assurance the drainage system design will be done in a way that will not lead to excessive overflow. Mr. Glab further stated his concern with the tennis court noise and lighting and agreed with the Commissioners on limiting the time of lighting usage. Mr. Rychlik stated there will be a buffer also for the residences. Chairman Strach closed the public comment portion of the hearing at 8:23 p.m. Commissioner Sobotta stated he wished to make a comment as a resident that he really suggests a traffic light be added, stating he has seen major concerns as a resident who has a student attending the school. He further stated his concerns stated as a commissioner were addressed. Commissioner Miller stated her major concern is traffic on Crystal Lake Road and she opined a traffic light if not necessary now but will be needed in the future and that the impact will be greater than is presently thought. Commissioner Doherty agreed. Commissioner Strach stated he has the same traffic concerns but believes there will be reduced drop offs because freshmen will no longer be at this campus. He opined the police department, city staff, and school district staff will be able to address the traffic issues and offer alternatives for ingress and egress. Commissioner Sobotta stated there will be more students driving and they're less experienced drivers than parents dropping off students and that should be taken into consideration. Commissioners Strach and Miller inquired if a study was done on the number of accidents in the general location of the high school. Ms. Lynn Meads, Senior Transportation Engineer with GeWalt Hamilton Associates was sworn in and stated the traffic study was thorough and includes information including that a traffic signal is not warranted until the school reaches Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us capacity explaining the growth of the student population is stagnant and almost declining. She further stated they are considering other options to help with the flow such as separating the lot users and looking for ways to separate parent drop offs which will reduce congestion. Crystal Lake Road has congestion due to traffic signal lengths on existing traffic signals along the road and making traffic signal modifications will help. In regard to crashes at the school, page 12 of the traffic study states that within a 5 year period the south access had 1, the center access had 4, and the staff access had 11. Commissioner Gurda asked if traffic on Green Street will increase due to more student drop- offs being made at East Campus. Commissioner Strach stated the student population will decrease and student parking will only be for staff which basically eliminates students parking at East Campus. Commissioner Gurda opined this is a concern that should also be studied and be addressed and discussed at Council level. Commissioner Sobotta asked that the city be proactive and address the traffic concerns aggressively because it has been made clear that it is a concern by all in attendance at this hearing. Motion by Miller seconded by Sobotta to recommend to the City Council with regard to File No. Z-946 an application for a Conditional Use Permit to allow an Assembly Use with the following conditions, as presented: • The project is developed in accordance with the Site Plan prepared by Gewalt Hamilton Associates dated 3/21/19 and consisting of one page, Landscape Rendering prepared by Gewalt Hamilton Associates dated 3/21/19 and consisting of one page, Traffic Impact and Parking Study prepared by Gewalt Hamilton Associates dated 3/22/19. • Alternative points of access and circulation patterns should be discussed between the school district and the City, particularly the police department, to ensure the safe and efficient movement of traffic to and from the site especially during peak hours. • The current parent drop-off/pick-up lane should be reevaluated to ensure adequate stacking is provided. • Modified signal timings on area signals should be considered to reduce congestion and increase progression along Crystal Lake Road. Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us • A pedestrian connection from the sidewalk along the west side of Crystal Lake Road in to the high school is required. • Vehicular and bus access onto West Oakwood Drive should be considered, northbound only for vehicles to access the traffic light at Royal Drive. • The administrative parking lot on the north side of the school should be separated more from the adjacent driveway so as not to confuse drivers exiting the school. And Staff finds the requirements set forth in Table 31 have been met. Voting Aye: Doherty, Gurda, Miller, Sobotta, Strach, and Walsh. Voting Nay: None. Not Voting: None. Abstaining: None. Absent: Thacker. Motion carried 6-0 Motion by Miller seconded by Sobotta to recommend to the City Council with regard to File No. Z-946 an application for: A Variance from the Maximum Building Height, from 35' to 45' with the following condition, as presented: The project is developed in accordance with the Site Plan prepared by Gewalt Hamilton Associates dated 3/21/19 and consisting of one page. And Staff finds the requirements set forth in Table 32 have been met; and Approval of a Variance from the Landscaping and Screening Ordinance to eliminate parking lot islands with the following condition, as presented: The project is developed in accordance with the Site Plan prepared by Gewalt Hamilton Associates dated 3/21/19 and consisting of one page and Landscape Rendering prepared by Gewalt Hamilton Associates dated 3/21/19 and consisting of one page; Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us And Staff finds the requirements set forth in Table 32 have been met; and Approval of a Variance from the Accessory Uses, Yards & Fences to allow an additional accessory structure (salt dome) with the following condition, as presented: The project is developed in accordance with the Site Plan prepared by Gewalt Hamilton Associates dated 3/21/19 and consisting of one page; And Staff finds the requirements set forth in Table 32 have been met. Voting Aye: Doherty, Gurda, Miller, Sobotta, Strach, and Walsh. Voting Nay: None. Not Voting: None. Abstaining: None. Absent: Thacker. Motion carried 6-0 Chairman Strach closed the Public Hearing regarding File No. Z-946 at 8:40 p.m. Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us ORDINANCE NO 19- AN ORDINANCE GRANTING A CONDITIONAL USE PERMIT TO ALLOW AN ASSEMBLY USE AND VARIANCES FOR THE PROPERTY LOCATED AT 4724 AND 4716 W CRYSTAL LAKE ROAD IN THE CITY OF MCHENRY, MCHENRY COUNTY, ILLINOIS WHEREAS, the City of McHenry, McHenry County, Illinois, is a home rule municipality as contemplated under Article VII, Section 6, of the Constitution of the State of Illinois, and the passage of this Ordinance constitutes an exercise of the City's home rule powers and functions as granted in the Constitution of the State of Illinois; and WHEREAS, a petition has been filed by Ryan McTague, Superintendent McHenry School District #156, 4716 W Crystal Lake Road, McHenry, IL 60050 ("Applicant"), requesting a Conditional Use Permit to allow an assembly use and Variances on the property located at 4724 and 4716 W Crystal Lake Road. The property is legally described on Exhibit "A" attached hereto and incorporated herein, the "SUBJECT PROPERTY"; and WHEREAS, a public hearing on said petition was held before the Planning and Zoning Commission on April 17, 2019 in the manner prescribed by ordinance and statute, and as a result of said hearing, the Planning and Zoning Commission did recommend to the City Council the granting of the requested Conditional Use Permit and Variances; and WHEREAS, the City Council has considered the evidence and recommendations from the Planning and Zoning Commission and finds that the approval of the requested Conditional Use Permit and Variances is consistent with the objectives of the City of McHenry Zoning Ordinance to protect the public health, safety, morals and general welfare of its residents. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF MCHENRY, MCHENRY COUNTY, ILLINOIS, AS FOLLOWS: SECTION 1: That the SUBJECT PROPERTY is hereby granted a Conditional Use Permit to allow an Assembly Use for an Educational Institution subject to the following conditions: • The project is developed in accordance with the Site Plan prepared by Gewalt Hamilton Associates dated 3/21/19 and consisting of one page, Landscape Rendering prepared by Gewalt Hamilton Associates dated 3/21/19 and consisting of one page, Traffic Impact and Parking Study prepared by Gewalt Hamilton Associates dated 3/22/19. Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us • Alternatives points of access and circulation patterns should be discussed between the school district and the City, particularly the police department, to ensure the safe and efficient movement of traffic to and from the site especially during peak hours. • The current parent drop-off/pick-up lane should be reevaluated to ensure adequate stacking is provided. • Modified signal timings on area signals should be considered to reduce congestion and increase progression along Crystal Lake Road. • A pedestrian connection from the sidewalk along the west side of Crystal Lake Road in to the high school is required. • Vehicular and bus access onto West Oakwood Drive should be considered, northbound only for vehicles to access the traffic light at Royal Drive. • The administrative parking lot on the north side of the school should be separated more from the adjacent driveway so as not to confuse drivers exiting the school. SECTION 2: In granting said Conditional Use Permit, the City Council finds that the requirements of Table 31 of the Zoning Ordinance have been met in that: • Any adverse impact of types or volumes of traffic flow not otherwise typical in the zoning district has been minimized. • Any adverse effects of noise, glare, odor, dust, waste disposal, blockage of light or air, or other adverse environmental effects of a type or degree not characteristic of permitted uses in the zoning district, have been appropriately controlled. • The proposed use will fit harmoniously with the existing natural or man-made character of its surroundings, and with permitted uses in the zoning district. The use will not have undue deleterious effect on the environmental quality, property values, or neighborhood character already existing in the area or normally associated with permitted uses in the district. • The proposed use will not require existing community facilities or services to a degree disproportionate to that normally expected of permitted uses in the Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us district, nor generate disproportionate demand for new services or facilities, in such a way as to place undue burdens upon existing development in the area. • The proposed use will not be detrimental to the safety or health of the employees, patrons, or visitors associated with the use nor of the general public in the vicinity. • The proposed use is in harmony with all other elements of compatibility pertinent to the Conditional Use and its particular location. SECTION 3: That the SUBJECT PROPERTY is hereby granted a Variance from Article IV. Residential Districts Table 4: Residential District Requirements from the maximum height permitted of thirty-five (35) feet to allow a height of forty-five (45) feet on the 64,000 square foot building addition subject to the following condition: • The project is developed in accordance with the Site Plan prepared by Gewalt Hamilton Associates dated 3/21/19 and consisting of one page. SECTION 4: That the SUBJECT PROPERTY is hereby granted a Variance from Article VIII. Landscaping and Screening Section B3. Parking Island Strip to forgo the requirement of installing parking lot landscape islands subject to the following condition: • The project is developed in accordance with the Site Plan prepared by Gewalt Hamilton Associates dated 3/21/19 and consisting of one page, Landscape Rendering prepared by Gewalt Hamilton Associates dated 3/21/19 and consisting of one page. SECTION 5: That the SUBJECT PROPERTY is hereby granted a Variance from Article X Accessory Uses, Yards and Fences Table 20: Standards for Accessory Structures to allow more than two (2) accessory buildings subject to the following condition: • The project is developed in accordance with the Site Plan prepared by Gewalt Hamilton Associates dated 3/21/19 and consisting of one page. SECTION 6: In granting said Variances, the City Council finds that the requirements of Table 32 of the Zoning Ordinance have been met in that: • Special circumstances exist that are peculiar to the property for which the variance is sought and that do not apply generally to other properties in the same zoning district. And these circumstances are not of so general or recurrent Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us a nature as to make it reasonably practical to provide a general regulation to cover them. • The special circumstances referenced herein relate only to the physical character of the land or building(s) for which the variance is sought, such as dimension, topography, or soil conditions. They do not concern any business or activity the present or prospective owner or tenant carries on, or seeks to carry on, therein, not to the personal, business, or financial circumstances of such owner or tenant or any other party with interest in the property. • The special circumstances that are the basis for the variance have not resulted from any act of the applicant or of any other party with interest in the property. • The strict application of the provisions of the Zoning Ordinance would result in unnecessary and undue hardship upon the applicant, as distinguished from a mere inconvenience. • A Variance is necessary for the applicant to preserve and enjoy a substantial property right possessed by other properties in the same zoning district and does not confer a special privilege ordinarily denied to other properties in the district. • The granting of a Variance is necessary not because it will increase the applicant's economic return, although it may have this effect, but because without the variance the applicant will be deprived of any reasonable use or enjoyment of the property. • The granting of a Variance will not alter the essential character of the locality nor substantially impair environmental quality, property values, or public safety or welfare in the vicinity. • The granting of a Variance will be in harmony with the general purpose and intent of the Zoning Ordinance and of the Comprehensive Plan of the City, as viewed in light of any changed conditions since their adoption. • The Variance requested is the minimum required to provide the applicant with reasonable use and enjoyment of the property. SECTION 7: All Ordinances or parts thereof in conflict with the terms and provisions hereof are hereby repealed to the extent of such conflict. Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us SECTION 8: This Ordinance shall be published in pamphlet form by and under the authority of the corporate authorities of the City of McHenry, McHenry County, Illinois. SECTION 9: This Ordinance shall be in full force and effect from and after its passage, approval, and publication in pamphlet form as provided by law. PASSED THIS DAY OF , 2019 AYES: NAYS: ABSTAINED: ABSENT: NOT VOTING: APPROVED THIS DAY OF , 2019 MAYOR DEPUTY CITY CLERK Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us Exhibit A Legal Description of the SUBJECT PROPERTY z —YV6 March 22, 2019 Douglas P. Marlin Director of Economic Development City of McHenry 333 S. Green Street McHenry, It. 60050 Re: McHenry Community High School District 156 McHenry High School West Campus Conditional Use Permit Request Dear Mr. Martin, r I fi' fEWALT H�IIAIMN a ASSOCIATES, INC. CONSULTING ENGINEERS 625 Forest Edge Drive. Vernon Hid$. IL 60061 Tat. 847.478.9700 0 PAz 847.479.9701 www.ahs-engh wers.com On behalf of McHenry Community High School District 156 (District) we am respectfully requesting a Conditional Use Permit for an Assembly Use (Educational Institution) at the High School West campus (West); a variance to allow a 45' roof height, a variance to forego the requirement for parking tot landscape ietands and a varance to slow the construction of an accessory sell done. The District is proposing to construct a 64,000 SF addition to the exfstirp Mph school. The addition will allow the District to move students from the East campus to the West campus such that only freshmen will be atendl V East With WWclassmnen Wax" West. The current zoning of the campus is RS-3 with a Conditional Use Permit for an Assambly Use. The Zoning Ordinance wpires that •Any expansion, enlargement or structural alteration of a Conditional Use shall req*e an Additional Conditicmal Use Penriit. (MC-12-1059)." In cxl *mcbon with tine budding expansion, the District seeks to increase the number of parking spaces. The construction of the budding expansion will effeclivety dose off the north sty parking lot for construction staging and temporary Jots traders. The displaced staff wtit park on the south We of the school during to budding construction, WMoh YA occur throughout the 2019-2020 school session. An expansion of the south parking lot Is proposed lo provide an additional 213 padd q spaces. This vA replace the 180 spaces lost in the north staff lot during constnxtion. The north lot wild be r+ecoIf9 red and mconstrucfed after the budding construction is complete and the staging area and temporary job trailers we no loW needed. At that time the math lot peaking will be Increased from 180 spaces to 191 spaces. In order to ft On budding expansion wdthkh the requked footprint, the of the budding WtN exceed the zoning ordinance height limitation witldn the undertykng zonkV district by 7 bet (45' vs 36). 6601 Stephens Station Road, Unit 107, Columbia, MO 63202 ■ TaL 573.397.6900 ■ PnX 573.397.6901 Parking le modifications we proposed for both the north and south lot as described above. In the north lot rec o nfiguralionhxpanalon we are proposing to construe landscape Wands on the ends of the parking rows, but are seeking roller from the Interior isi"s at the 15 stall spacing per the orb. On the South lot expansion, we are proposing to expand the section north of the drive to the northwest, in the location of the existing tennis courts. This places the new parking as far away as practical from the residential lots around ft perimeter of the site. We are seeking relief korrn the panting requirement to place individual landscape bands at the end of and Internal to the parking rows. We propose lo place a center landscape strip between the existing parking lot and the expansion with a sidewalk leading from the tennis courts to the building. The District is also proposing to construct a salt storage shed Just to the west of the existing maintenance building. The addition of this shed will allow the strict to store a sulticisnt volume of salt onske, purchased In bulk, for use ltnroughod the winter. Please And enclosed a Pubic Hearing Application packet with the items identified In your e-nW to us on March 6, 2019. A letter of kansnAtai docurnentirg the full conleMs of the packet is attached for your records. S, DorW E. Dixon, PE Senior MsocialefSenior Engineer March 22, 2019 Page 2 of 2 FORMA 11 PUBLIC HEARING APPLICATION Planning and Zoning Commission City of McHenry Fide Number 333 South Green Street • McHenry, IL 60050 • Tel: (815) 363-2170 • Fax: (815) 363-2173 1. Name of Applicant Ryan Mctnm. SupWrifendent McHenry SD 156 Tel. 815-759-2022 Address 4716 W. Crystal Lake Road Fax City McHOU State Illinois Zip 6= 2. Name of Property Owner (If other than Applicant) Address City State Zip Tel Fax 3. Name of Engineer Gewalt Hamilton Assocutes. Inc. Tel 947478-9700 (If represented) Address 625 Forest Edge Drive Fax 847-479-Ml City Sweimingl-_ Zips j_ 4. Name of Attorney N/A Tel (If represented) Address Fax 5. Common Address or Location of Property 4716 W. Crustal Lake Road, McHenry, IL 60050 6. Requested Action(s) (check all that apply) _ Zoning Map Amendment (Rezoning) Conditional Use Permit X Zoning Variance Other Zoning Variance — Minor * _ Zoning Text Amendment Use Vary *Definition of Minor Variance: A variance granted to the fee owner, contract purchaser or option holder of a single-family detached or attached dwelling, or single-family detached or attached building lot for that dwelling or lot. FORM A Page 1 of 3 7. Current Use of Property High School 8. Current Zoning Classification of Property, Including Variances or Conditional Uses 9. Current Zoning Classification and Land Use of Adjoining Properties North: RM-2 & RS-3 South: RM-2 West: RM-2 & RS-3 10. Required Attachments (check all items submitted) Please refer to On Public Hearing Requirements Checklist to determine the required attachments. X_1. Application Fee (amount) S 950.00 2 _2. Narrative Description of Request 2,L_3. FORM A — Public Hearing Application 4. FORM B — Zoning Map Amendment (Rezoning) Application 2 _S. FORM C — Conditional Use Application X_6. FORM D — Zoning Variance Application 7. FORM E — Use Variance Application 8. Proof of Ownership and/or Written Consent from Property Owner in the Form of an Affidavit 2 _9. Plat of Survey with Legal Description 10. List of Owners of all Adjoining Properties 11. Public Hearing Notice 12. Sign (Provided by the City, to be posted by the Applicant) X_13. Site Plan X_14. Landscape Plan X 15. Architectural Rendering of Building Elevations 16. Performance Standards Certification X_17. Traffic Analysis 18. School Impact Analysis FORM A Page 2 of 3 1 I . Disclosure of Interest The party signing the application shall be considered the Applicant. The Applicant must be the owner or tnistee of record, trust beneficiary, lessee, contract purchaser, or option holder of the subject property or his or her agent or nominee. Applicant is Not Owner If the Applicant is not Ike owner of record of lire subject property, the application shall disclose the legal capacity of the Applicant and the full name, address, and telephone number of the owner(s). ht addition, an affidavit of the ownas(s) shall be filed with the application stating that the Applicant has the authority from the owners(s) to make the application. 0pplicant or Owner is Cornoration or Partnership If the Applicant, owner, contract purchaser. option holder, or any beneficiary of a land trust is a corporation or partnership, the application shall disclose the name and address of the corporation's officers, directors, and registered agents, or the partnership's general partners and those shareholders or limited partners owning in excess of five percent of the outstanding stock o• interest in the corporation or interest shared by the limited partners. Applicant or Oww is a land Trust if the Applicant or owner is a laud trust or other trust or trustee thereof, du full name, address, lelephone nrunber, and extent of interest of each beneficiary shall be disclosed in the application. 12. Certification I hereby certify that I ann aware of all code requirements of the City of McHenry that relate to this property and that the proposed use or development described in this application shall comply whit all such exudes. I hereby request that a public hearing to consider this application be held before Cite Planning and Zoning Commission, and thereafter that a recommendation be forwarded to the City Council for the adoption of run ordinance(s) granting the requested action(s), including any modifications to this application or conditions of approval recommended by the Zoning Board of Appeals or City Council. Signature of A IC s_ Print Name and Designation of Applicant(s) MIT1111u K• 7 �:.I. 0 FORM A Page 3 of 3 FORM C 11 File Number CONDITIONAL USE PERMIT Planning and Zoning Commission City of McHenry 333 South Green Street a McHenry, IL 60050 a Tel: (815) 363-2170 c Fax: (815) 363.2173 Table 31 of the City of McHaxy Zoning Ordinance provides that in recommending approval or conditional approval of a Conditional Use Permit, the Pianning and Zoning Commission shall trammit to the City Council written findings that all of lice conditions listed below apply to the requested action. 1. Traffic Any adverse impact of types or volumes of traffic flow not otherwise typical in the zoning district has been minimized. 2. Envkommemal Nuisance Any adverse effects of noise, glare, odor, dust, waste disposal, blockage of light or air, or other use environmental effects of a type or degree not characteristic of permitted uses in the zoning district have been appr+oprialel!y controlled. All of the items alcove will be addressed during de:sh m. In particular, the view ehillers which will provide s!2Q f$. for the addition will be vinaeufactured with sound attenuation and triclosed It necessary to reduce sound to an acceptable level. Site lighting will be dsaiavied to meet the zoning ordinance and not 2= a nuisance to p4jago rtks. 3. NeiehbodWW Character The proposed use will tit harmoniously with the existing natural or man-made character of its surroundings and with permitted uses in the zoning district. The use will not have undue deleterious effect on the environmental quality, property values, or neighborhood character existing in the area or normd'ly associated with permitted uses in the district. FORM C Page I of 2 The McHma High School West campus building addition and gMunds modifications arc an expansion of the existing high school campus duet has bean operating in the saw kmation since 1969. The budding pension pr2posed on the north end of the existing building, Is gpnximately 373 feet away from the closest home and is in character with the existing building. The panting lot expansion Is being held away from the adiacent residential to the somrfi by relwalbX the lesser used tennh omirts to &a South, The school use is existing and will not impact ply values since this use has been active for a half century 4. Public Services and Facilities The proposed use will not require existing community facilities or services to a degree dispropottionate to that normally expected of permitted uses in the district, nor generate disproportionate demand for new services or facilities, in such a way as to place undue burdens upon existing development in the area. The community is alrg& gmidingrpublic services to the school such as gAke, fire. and ernergencv services protection to the high sclwol as well as water and sewer service. This use will not overly tax anX of these aervices currently being provided. S. Public Safety and Health The proposed use will not be detrimental to the safety or heath of the employees, patrons, or visitors associated with the use nor of the general public in the vicinity. The used school addition will rot be detrirnert#al to the safety or health of the school employees, students or visitors. The sdool has sufficient stiffff, and srstrnort oersgnid in glace to Lfunctlgn Wgn occuame of the addition. Any sWT needs above and beyond those curraWy emrrloved on she will eidter be transkrred from elsewhere in the District or hired as needed. 6. Other Factors The proposed use is in harmony with all other elements of compatibility pertinent to the Conditional Use and its particular location. The funding for the current lea was placed on a na6crendLm ballot which was ted y the voters with 57 ttercent in favor of the pn*g. The successful rests of the referendum show dw surmort of the communaity for this uMsion. FORM C Page 2 of 2 matna FORM D File Number ZONING VARIANCE Planning and Zoning Commission City of McHenry 333 South Green Street o McHenry, IL 60050 o Tel: (a 15) 363-2170 a Fax: (815) 363-2173 Table 32 of the City of McHenry Zoning Ordinance provides that in recommending approval or conditional approval of a variance, the Planning and Zoning Commission shall transmit to the City Council written findings that all of the conditions listed below apply to the requested action. Please reiRgOd to each of these conditions as it relaMs to Your regost I. St I&I Circumstances Not Found Fnew.vh+yys Special circumstances exist that are particular to the property for which the variance is sought and that do not apply generally to other properties in the same zoning district; and these circumstances are not of so general or recurrent a nature as to make it reasonably practical to provide a general regulation to cover them. -_ f`�Y�L7 L: i!i i : '1 ° P .1!.+ ��. 1�, + �iC..L +1 + -.�� + J.Y :Il.: t�lit ;,+ n n-1 - 1. YUKM V Page 1 of 2. Circums"=3 Relate to Em ty onix Since a variance will affect the character of its surroundings long after a property changes hands, the special circumstances referenced herein relate only to the physical character of the land or buildings) for which a variance is sought, such as dimensions, topography, or soil conditions; and they do not concern any business or activity the present or prospective owner or tenant carries on or seeks to carry on therein, or to the personal, business or financial circumstances of such owner or tenant or any other party with interest In the lrolxrty. - 1ITT-7 «, 7 -a A A.. i" it ` :. / 4 1 v.! -- — __—, a-+�UTtMraTMl1.7 S'llM 1 ! 1 _n.' ! ._L!_.;aC• 1'>:.!:. A «yy« A :.\ 1... ,./ .�: A i.`t :1�ANVA-411"T71-117, rM7117177M .2i: :" .t _ _ t,'__1_ -t• } _ .a; ! • . - si'aviraoyic>,z� 3. Not Resuking frog Ag ticant AWan The special circumstances that are the basis for a variance have not resulted from any act of the applicant or of any other party with interest in the property. 14. 1%' 1;•A .7 -" 1. t a` F t. .,« «• ";Ail a".i !: i « ." !1 t}!.� 11 .iJ.�. �a . R. A.IA.`AC,}1 l7•. t Il 1 A:It t;Y�.r'TI «.1 � [t. a.".1 s L1 hll.,td 1 s!� is i[ l.. A:I t! «i • 1 1 !' ! ��" a«. ! as" A.1.� A.�cl, t,• ih.:1 } �!. 1 it . .A.UI L « _;:: i.' L" ! «.1 1: 4' V " .«:II,IY :1 tf:iE FL* M 13 Page 2 of 6 �1; L.. i1.. _" _-!] i". ! i.��.��"- •.L 1. i.� .:i . •'^ i � X il-.t;..1; 1. 4. Unnecessary Hardshirr The strict application of the provisions of the Zoning Ordinance would result in unnecessary and undue hardship upon the applicant, as distinguished from a mere inconvenience. ' ! I;t�n. 1 . 1 / 1 1,1 r; 1 IJ. ": "a I li;' !. 'tl l'T !; "il I "." -." " 1 1 • vt � !. C ' n I MR 1 e.l ; 1777 -" r-,, 1 " X 1 ��! t: 1 "."� .� i.� �1 t, t i • • t [ i_!." It :"11:_.L ! a R-r-777 !.t !, I . 4. 1 PIT 11: ff" " '1 Ft' rT- 1 m M `7 r- is ," ' l.t.'_ ..z L-.1 "it 1 " S. Preserves Rights C:onfenyd by District A variance is necessary for the applicant to preserve and enjoy a substantial property right possessed by other properties in the same zoning district, and does not confer a special privilege ordinarily denied to other properties in the district. ! 13,. 1 L It I:.t l r t.• '." '. S !17S' 1; ! o e,1.'I a°. ".' ';11IF1.`: 7 LU I [ e I I,e r. 1, .l . r " r 1 i.. • " [e ea! .1." X e 711 1 -7. " ! ` .i tl. " .l. !•' I;e. ! �fr.�" ".! _il: ":A.3 4 L� FORM D Page 3 of 6 l :• Ir i.. •: .iC -.1.. +, J • _ ',...� :is1i'-..�h:E1°(�.�- :,nS•S:'l•31•J ";' 1 t' j, f,.E1 fS ".1 ! + t: 1 L! l l { t!ryRrMnFW+,1 6.-- Necessary for Use of P{nr.l. U The granting of a variance is necessary not because it will increase the applicant's economic return, although It may have this effect, but because without a variance the applicant will be deprived of any reasonable use or enjoyment of the property. !: 'dE. t: t." 1 t. E, ' fI :.1. 1.Q r;_w _t �_ • 1..., _ .�.a.. 1F71{iie'7Uisld lit•t"J 1� 1'rM-301!t 0i 4 1.".}. ttt l; 1.!".'tt: It " ! ` E .{t!".• t-s. '1117Ttr • 1 {h 1 1.` + i : •b', .I 11[ lX 11 +1) •. 1.{ S%• I "IJ till'si s t.ijl • x �• 1 h 1 K..- `.'..11 f .111 e,.. " e: � { 1 ; :::.r. 1' r L. :• t -t •E.. '1 f.!e+ {.! t A.1 % C. The ` i:. l 1 ' of the AMSMasttuctureaddition will hMJJUlIv 1. !{ t' f / . { . It. Il by Ma oLaltowing theto tak advantageof bulk-purchaseof bE:5 maintenance, tt, :+. '< 1. t_ . it• 1� i{ ry Ek 1 1!IRRIPTIMM, 7. No(AlterLocal [`6.r.e•�.rr The granting of a variance will not after the essential character of die locality nor substantially impair environmental quality, property values, or public safety or welfare in the vicinity. f' Y : • f f. ..: {� . Z11=7 4 � f ",. ! , e, !. l '.6 44;6t>�:!'u: " ' 1 t tar•. i ".l".�..1 1 °� tfs ,. .•. �'1 �. ♦. t6 =i. .,E. 1 �t. t i:{ a .1,� ^f / • 1. 1: t`ta t.t r• ,.i! ft 11 .41i fl:.Igo,, :1.:11' ,t 1 ! tt. t i•1171—,U ill: 1 1 t." �.,r .; ,e,. J ' t, " '.lace h FORM D Page 4 of 6 �L 14t. .IpTt-jol $. Consistent With Zoning Ordinance and CaMg , hosiye ON The granting of the variance will be in harmony with the general purpose and intent of the Zoning Ordinance and Comprehensive Plan of the City, as viewed in light of any changes conditions since their adoption. 1:31111111 i' 1 + 1, t + E. _l:— _ _ �l ' + . - :i•.'WC7-fff if is Itq L*W(1..+t! 1M I.` r, t l 1:• y: + f i t 1 f_. It,+ ! Y I rt mmk + I 1 l :.+il,l i+. + +mil I I ':I !1 l.• S. + i+; l tlt _ltE __ sY 1,= 15 _I1: 7 ��!� .=.x' `71'. and falls and sliding vehicle acaklents 9. Minknum Variance Reau_kyd The variance requested is ft minimum required to provide the appHcant with reasonable use and enjoyment of the property. 1S :It 7+ + Ul 't: :I .:'.Y 7V I. 5,+1 Me 7 M 1: .11 M.+ 1 ` W,ill ..bIIIII V7 : IIIf- i. t "a T' . . t .Y �t!�; .f.+.l^. a:" ,I . 1, ice+ T ti h.�r+ :+ :1 1 IY �kS « ry r rp r . •" 1 7Y. .+ ff?. t.. Y.' T '7 77TIFT74U.afn1 eY::F.' S.+ ir, I. i ' ,t .+► FORM D Page 5 of 6 C. The accessory structure has been held to a size no larger than the aftent maintenance building to t i n. T 1.rm.., 1 ! F to ti! FORM D Page 6 of 6 H ALANSPSLANo mzEscRWY Sir Z c} f' - w� = �c 1p ' } IMFs�14rL{'Pd' {Ge8 axim tvrsa- w�. ' o,..•,,.. .w NORTH ELEVATION - ELEVATION McHenry West High School ' Addition and Renovations Conditional Use Permit March o.uom PFAX�%�MG -- ' ' � EXT°M"GRADE °"n Comm No: 188O7O �C::74:z� - / Rfm+L KLO / " � RMMf CpMif j /: xrt.iw� asin _ f.sn.c nrcc / � • .+voseo n•ic LR-j March 22, 2019 Prepared by: Gewalt Hamilton Associates Justin Opitz Transportation Planner Lynn Means, P.E., PTOE Senior Transportation Engineer McHenry West High School McHenry, Illinois Traffic Impact and Parking Study McHenry West High School McHenry, Illinois Gewalt Hamilton Associates, Inc. 1 Part I. Introduction and Project Context Gewalt Hamilton Associates, Inc. (GHA) has conducted a Traffic Impact and Parking Study for the proposed addition to McHenry West High School located at 4723 Crystal Lake Road in McHenry, Illinois. Access to the site is currently provided via three driveways on Crystal Lake Road, along with an exit-only drive onto Oakwood Drive. The main parking facility is located on the southern portion of the site and serves parent drop-off/pick-up operations, student parking, overflow staff parking, as well as bus loadings. Students and parents access the main parking facility via the main (south) driveway on Crystal Lake Road. The center (bus-only) drive lane, that is also accessed via Crystal Lake Road, runs along the entirety of the eastern side of the building and loops around to the main southern student entrance. Bus loadings occur at this main entrance and on the west side of the building, which is accessed by buses via the aforementioned drive lane. This drive lane continues around the entire building and exits through the northern parking facility onto Oakwood Drive. A smaller staff parking lot is provided on the northern portion of the site, accessed via a (north) driveway also on Crystal Lake Road, just to the south of Royal Drive. The McHenry Community High School District 156 office building is also located in the northwest corner of the staff parking lot. As currently proposed, an expansion will take place on the north side of the existing building. The expansion would eliminate the trailers currently used as overflow classrooms, as well as include the implementation of a Science, Technology, and Industry Center on site, along with an expansion of parking facilities and tennis court expansions/renovations. With the planned expansion, the West Campus would serve Sophomores through Seniors, while the East Campus would transition to Freshmen only. The ultimate student capacity with the proposed addition is approximately 2,000 students. This Traffic Impact and Parking Study evaluates traffic access, safety, parking and/or on-site circulation. The following summarizes our findings and provides various recommendations for your consideration. Appendices referenced are in the Technical Addendum at the end of this document. Part III. Background Information Site Location Map and Roadway Inventory Exhibit 1 provides a site location map. The existing traffic operations in the site area are illustrated on Exhibit 2. Appendix A provides a photo inventory of the site vicinity. Pertinent comments on the street network operations and pedestrian mobility include: Street Network Crystal Lake Road Crystal Lake Road is a northeast-southwest, minor arterial roadway, generally providing a three-lane cross-section (one travel lane in each direction with a center lane for left-turns) adjacent to the site. Crystal Lake Road is under the jurisdiction of the City of McHenry in the site vicinity. At its signalized intersection with Dartmoor Drive, Crystal Lake Road provides one through lane with separate left and right-turn lanes in the northbound direction. In the southbound direction it provides a shared through/right-turn lane with a separate left-turn lane. At its unsignalized intersections with Kensington Drive, southbound right-turns are shared with the through movements, while northbound left-turns and through movements are separated. Exhibit 1 - Location MapMcHenry West High School - McHenry, ILo5,000Feet1 inch = Map Center: -88.29062 42.33644 McHenry West High School Legend: +„ai r }ski r.` aC?� • I r .. _ r s'`) ® N T r . . — Existing Traffic Signal r y. a T'• _ _ 777jjj 1 1� I — Existing Travel Lane r .''fir ~ V,14 x, rip O5 —Existing Stop Sign ® Existing DO NOT ENTER P11 — Existing Pedestrian Crosswalk Y—Existinglf Bicycle Rack �' ,\ MPH �A6 , I rPs 25 — Posted Speed Limit rr .� • '� ; Y`� !+ y( '� `Izbm,y ' MPH P t! 0 25 AA WoN -60 .�r/► �.b Imo" � �'� a" ' i�`/� �.'j� ` ,� _L�1 � `,: i•.t, '�i ,`8h4°'` /�.`� �l \ , ,l!r t � ! ♦ -+�'�� � `� \ %dam � '� / �y �"d ^ j r � • \ ► 8 - ! - "• ' + '" `ti McHenry West 41r i:•' � :�"� .� High School �' 5 NorthIF �//'�, MPH AL �1+f „ 7 r t. 1 i t j gam.' j� .I a vrt !P�•, t `aR.'.-. ` ` I a 1 _ "T I �' _' • �.7 \.' ..� `.wa.._ O L----___— , __�����—__���— — —___— — — — —__1'i mow- 2 crystal Lake Rd j 30 vtm d r " - i l • e . • _ Al � R �;" ♦ i� � � �''�i�P� s`� h3 i y ,'. l-,. .�� � I4-0? � �•` '� � 4 MPX '! .�� 'L , !� ! 1, •' '. P K +! r � / R• .l. ` , ,.. tr n! r� M 'r � } rA� .� `�' . MPH . �. ! _-- i•!. �y -'ram, a. 7'. d Ii r I . i ,� �rai�: , ��` eat +! � 'V .,�,•�;r�,;' �� t, ±rr ♦i -:.+'r . ee 1 a i 6: .!�'Y' a ll� I r +IW :'� •, ��L ,ty .,� _ K 41— fi f 1 rkAyl i'• y.r 'r• ': �."/r.�,�(„� :�, �0 4� r.'�.'7. • �� y iA I a. ' r!. vxYo ,' d, , " w t ''i Al �� ♦°S�. �Q� 1rf�'y"1+8�'` •,p.�R,•A.yyyr�,♦fL."rF �, y ' 1� 1, P.. / j �. 1`�. VG'�) { `i �1` �. .- /. "•: .k 'r'+.1',. �.� ...�r✓ i YCr �.G ', .!'7' '�ti��t. ..w, Apr 49 GEWAIJ HANJON Exhibit 2 ASSOCIATES, INC. Existing Traffic Operations McHenry West High School McHenry, Illinois Gewalt Hamilton Associates, Inc. 4 Crystal Lake Road (cont.) At its unsignalized intersection with the South High School Access, Crystal Lake Road provides a left- turn and through lane in the northbound direction, while also providing a right-turn lane and through lane in the southbound direction. Additionally, during weekday morning school start and afternoon school dismissal periods, this intersection operates under Police Control, similar to traffic signal control. At its unsignalized intersection with the Center High School Access, Crystal Lake Road provides a center left-turn and through lane in the northbound direction, while also providing a right-turn lane and through lane in the southbound direction. This access is entrance-only and exclusively utilized by bus traffic. At its unsignalized intersection with the North High School Access, Crystal Lake Road provides a center left-turn and through lane in the northbound direction, while also providing a right-turn lane and through lane in the southbound direction. The posted speed limit on Crystal Lake Road is 30-miles per hour (mph). A school zone speed limit of 20 mph is also posted within the site vicinity, on school days when children are present. The Annual Average Daily Traffic (AADT) on Crystal Lake Road is 14,000 vehicles (year 2017) south of Dartmoor Dive and 11,050 vehicles (year 2017) north of Royal Drive. Royal Drive Royal Drive is a two-lane, major collector roadway that provides a connection to IL Route 120 (Elm Street). It is under the jurisdiction of the City of McHenry, with a posted speed limit of 25 mph. At its signalized intersection with Crystal Lake Road, Royal Drive provides a left-turn lane and a shared through/right-turn lane in the eastbound and westbound directions. At its unsignalized intersection with Oakwood Drive, Royal Drive provides a left-turn lane and a shared through/right-turn lane in the westbound direction and a shared left-turn/through/right-turn lane in the eastbound direction. The AADT on Royal Drive is 1,150 (year 2017). Oakwood Drive Oakwood Drive is an east-west local roadway, extending westerly from Royal Drive, providing a two-lane cross-section (one through lane in each direction). It is under the jurisdiction of the City of McHenry, with a posted speed limit of 25 mph. At its unsignalized intersection with Royal Drive, Oakwood Drive provides a single, general purpose lane, operating under Stop sign control. Northfox Lane extends easterly from Royal Drive, opposite Oakwood Drive, and provides access to multifamily housing units. It also operates under Stop sign control and provides a single, general purpose lane. Kensington Drive Kensington Drive is an east-west local roadway, extending westerly from Crystal Lake Road, providing a two-lane cross-section (one through lane in each direction). It is under the jurisdiction of the City of McHenry and serves a single-family residential subdivision. At its unsignalized intersection with Crystal Lake Road, Kensington Drive provides a single, general purpose lane, operating under Stop sign control. Dartmoor Drive Dartmoor Drive is a major collector roadway that provides a connection to Curran Road. McHenry West High School McHenry, Illinois Gewalt Hamilton Associates, Inc. 5 It generally provides a two-lane cross-section (one through lane in each direction) and is under the jurisdiction of the City of McHenry. Dartmoor Drive (cont.) At its signalized intersection with Crystal Lake Road, Dartmoor Drive provides a left-turn lane and a shared through/right-turn lane in the westbound direction, while providing a single, general purpose lane in the eastbound direction. The posted speed limit is 25 mph. South High School Access The South High School Access provides access to the southern parking lot of McHenry West High School. At its unsignalized intersection with Crystal Lake Road, the South Access provides separated left and right turn lanes, operating under Stop sign control during most hours of the day, except during peak school arrival and release hours, when this intersection operates under Police Control. Center High School Access The Center High School Access provides access to the Bus Drop-Off/Pick-Up lane that runs along the eastern side of McHenry West High School. At its unsignalized intersection with Crystal Lake Road, the Center Access is Bus-Only and Entrance- Only. North High School Access The North High School Access provides access to the northern parking lot of McHenry West High School, as well as the School District 156 office building. At its unsignalized intersection with Crystal Lake Road, the South Access provides separate left and right turn lanes, operating under Stop sign control. Bus-Exit Drive The Bus-Exit Drive extends north from the northern parking lot of McHenry West High School and connects into Oakwood Drive. At its unsignalized intersection with Oakwood Drive, the Bus-Exit Drive provides a single, general purpose lane that is signed “Do Not Enter” for motorists travelling along Oakwood Drive. Pedestrian Mobility Sidewalks are provided in the site vicinity as follows: o Crystal Lake Road: west side of the roadway throughout the entire study area and east side of the roadway in the area of Royal Drive and southerly from Dartmoor Drive. o Dartmoor Drive, Kensington Drive, Royal Drive, and Oakwood Drive: both sides of the roadway. Pedestrian signals with countdown timers are provided at the signalized intersections of Royal Drive and Dartmoor Drive at Crystal Lake Road. Crosswalks are striped in the site vicinity as follows (see Exhibit 2): o Oakwood Drive at Royal Drive: west leg. o Royal Drive at Crystal Lake Road: all legs. o North High School Access at Crystal Lake Road: west leg. o Center High School Access at Crystal Lake Road: west leg. o South High School Access at Crystal Lake Road: west leg. o Kensington Drive at Crystal Lake Road: west leg. McHenry West High School McHenry, Illinois Gewalt Hamilton Associates, Inc. 6 o Dartmoor Drive at Crystal Lake Road: west, south, and east legs. Note: No pedestrian connections to McHenry High School from the sidewalk along the west side of Crystal Lake Road currently exist. Students coming from the south enter the student parking lot through the southeast corner, rather than continuing north through the South High School Access intersection along Crystal Lake Road. Existing Traffic Peak period traffic turning movement and pedestrian counts were conducted by GHA on Wednesday, January 16, 2018 from 6:30 to 9:30 AM and 2:00 to 6:00 PM. Exhibit 3A summarizes the existing weekday morning, afternoon school and evening street peak hour traffic volumes. Exhibit 3A also provides the AADT (24-hour volume) as published by IDOT on their website www.gettingaroundillinois.com. Exhibit 3B illustrates the pedestrian crossing data. The results indicate that the peak hour of existing traffic during the weekday morning street and morning school peaks coincided and occurred from 6:30 to 7:30 AM, while the weekday afternoon school peak occurred from 2:30 to 3:30 PM and the weekday evening street peak occurred from 4:30 to 5:30 PM. No unusual activities (e.g. roadway construction, or inclement weather) were observed during our counts that would be expected to impact traffic volumes or travel patterns in the vicinity. Summaries of the existing traffic counts can be found in Appendix B. Existing Parking Parking Survey The exhibit contained in Appendix C shows an aerial photo of the study area and the parking areas surveyed. GHA conducted an inventory of the parking spaces available in each area shown. Six-hundred and fifty (650) vehicle spaces were surveyed in total and the number of spaces by parking area is listed in Table 1. Table 1: Study Parking Areas Area Parking Description Parking Supply A North Staff Parking Lot 180 B South Staff Overflow Lot 49 C South Student Lot (North Portion) 197 D South Student Lot (South Portion) 208 E West Building Lot 12 F Maintenance Building Lot 4 Total 650 Parking Occupancy In order to determine the existing parking demand in the study area, GHA conducted parking occupancy surveys of each of the parking areas listed above. The parking surveys were conducted hourly on Wednesday, January 16, 2018 between 9:30 AM and 11:30 AM. These times were chosen as they represent the peak hours of occupancy based on predicted usage during the day for the existing high school use. 11,05014,000XX1,7501,150 � Lie end: a_xx_fl — Weekday AM PED Street/School Peak Hour (6:30-7:30 AM) — Weekday PM PED School Peak Hour (2:30-3:30 PM) a(xx-)> — Weekday PM PED Street Peak Hour (4:30-5:30 PM) AExisting Traffic Signal Existing Stop Sign 3 0 O (0) [3] Oa- - fl u (2) [32] 1 1a- 0 0 o [ 1 ] (0) a- 0 0 GEWALT HAM19ON ASSOCIATES, INC. Ac� McHenry West High School i N i 0 0 C V UQ o � a o i (1) [10] 0-*-- - fl N (1) [2] 3 a-- -fl i o � o Q L------------Q--- Crystal Lake Rd 0 0 0 0 ^ (0) [0] 0 Q o Q 0 \f (n) 31 0 Bus Exit 0 a-- -fl 2 [o] (0) N N ZQ (2) [24] 5a-- (2) [51 ] 15 a-- -fl 0 0 a-- -flo [1l (0) 0 Exhibit 313 Existing Pedestrian Traffic SwCex U GHA January, 2018 McHenry West High School McHenry, Illinois Gewalt Hamilton Associates, Inc. 9 Parking Occupancy (cont.) The exhibit contained in Appendix C tabulates the results of the parking surveys in the study area. The results of the survey indicate the following key findings and observations: The peak parking demand occurred at 9:30 AM. Overall, 650 vehicle (regular and facility bus) parking spaces were surveyed and, at most, approximately 78 percent (503 spaces) are occupied. Four-hundred and three (403) passenger vehicle (student and accessible) spaces are provided for students. At most, approximately 78 percent (315 spaces) were occupied. Two-hundred and forty-five (245) passenger vehicle (regular, visitor, staff and accessible) spaces are provided for high school and district office staff, as well as supporting activities (i.e., driver’s education) and maintenance. At most, approximately 77 percent (189 spaces) were occupied. Two (2) spaces for activity buses were 100 percent occupied. Parking was well utilized within the north (Area A) staff lot, experiencing at and/or above capacity, with vehicles parking in unmarked spaces. Existing Operational Observations Observations were conducted of the McHenry West High School’s morning and afternoon peak hours. Some of these observations, which are depicted on Exhibits 4A/B, include the following: Morning Peak Hour Buses currently drop-off during the morning peak hour within the south parking lot at the south school entrance/exit. It was observed that no more than two bus were parked at any given time to drop-off students. The combination of students entering from their car, bus drop-off traffic, and parent drop-off traffic during the morning peak hour at the south school entrance/exit creates increased conflict potential between all users. The queue (stacking) of vehicles during the morning peak period is contained within the drop-off lane (26 vehicles). A Police Officer is present at the Crystal Lake Road and South High School Access intersection to facilitate traffic. Observations revealed that back-ups in the southbound and northbound direction on Crystal Lake Road at all the high school access drives occurred during peak arrival times of the school. It was observed that the students walking to school from the subdivisions to the south would enter the South Student Parking Lot from the southeast corner prior to reaching the South Access intersection along Crystal Lake Road. This is likely due to the danger of crossing at this intersection due to the number of vehicles maneuvering in/out. A School Guard is stationed at the North Access intersection with Crystal Lake Road to help facilitate the crossing of students into the north entrance of the High School. Afternoon Peak Hour Buses currently pick-up during the afternoon peak hour on the west side of the building (See #1 on Exhibit 4B). During observations, all buses arrived prior to the end of school at 2:50 PM. The queue (stacking) of vehicles during the afternoon peak period extends onto Crystal Lake Road just past the southbound right-turn lane taper (58 vehicles). The exiting student and parent traffic circulation pattern is displayed on Exhibit 4B. Students are forced to exit outward (north or south) from the center drive aisle to head west and loop back around and utilize the center drive aisle as queueing for exiting onto Crystal Lake Road. Cones are setup by school staff to facilitate operations. It was observed that the current systems work efficiently, as the entire afternoon release cycle lasted approximately 17 minutes. Legend: — Vehicle Direction Arrow *NOT TO SCALE — Student Circulation — Police Officer (Traffic) — AM Bus Drop —Off Circulation — School Guard (Traffic) — Parent Drop —Off Circulation W — Traffic Cone — Staff Circulation {.., 1 i� v Existing Operations: Two outside lanes are utilized O Maximum queue location O for drop—off, while the middle lane acts a through (26 vehicles) lane OConflicts with merging Students dropped off on drop—off traffic Crystal Lake Road while Most students utilize © parents wait in southbound 3 crosswalk when entering queue from the parking lot ®At most two buses parked for drop—off N� M -I 1 1 "I McHenry West High School n Crystal Lake Rd _�, Y 2 Fi, �EW� ��� Exhibit 4A ASSOCIATES, INC. Existing Morning Drop -Off Operations Legend: *NOT TO SCALE — Police Officer (Traffic) — School Guard (Traffic) W — Traffic Cone — Vehicle Direction Arrow — Student Circulation — PM Bus Pick —Up Circulation — Parent Pick— Up Circulation — Staff Circulation O �I I I I I 2 I I I � I 1 1 I I II I I II II I I II I I II I I II II Existing Operations: OBus Loading Area Most students utilize Ocrosswalk when exiting to the parking lot OMaximum queue location (58 vehicles) U r' W� M '1 V A , ' �I McHenry West High School Crystal Lake Rd 4 �YT , s 4 Conflict between exiting ® student vehicles and students walking to their vehicle School guard facilitates Oexiting student and parent vehicle traffic 1 04 Fi, � � � Exhibit 4B ASSOCIATES, INC. Existing School Afternoon Pick -Up Operations McHenry West High School McHenry, Illinois Gewalt Hamilton Associates, Inc. 12 Afternoon Peak Hour (cont.) A Police Officer is present at the Crystal Lake Road and South High School Access intersection to facilitate traffic. School staff are also present to help facilitate traffic at the west end of the center drive aisle and where the parent pick-up traffic re-enters the parking lot. Both locations are marked on Exhibit 4B. Note: more students cross the South Access intersection and heading south, as compared to crossing north in the morning. Similar to the morning peak hour, a School Guard is stationed at the North Access intersection with Crystal Lake Road to help facilitate crossing students from the north entrance of the High School. Existing School Characteristics The current student enrollment at McHenry West High School is 1,434 students. The school is supported by approximately 140 staff members. Crash Analysis In order to evaluate and address potential safety issues at the study area intersections, crash data was obtained from the IDOT Division of Transportation Safety for the last five calendar years available, 2012 through 2016. However, IDOT does not keep record of crashes that occur in parking lots. Crash data was obtained for the school parking lots from the City of McHenry for the last three calendar years available, 2015 through 2018. A summary of the crash data is provided in Table 2, with the locations of the IDOT data mapped on the exhibit contained in Appendix D. Table 2: Crash Summary Location / Year No. of Crashes Severity B Crash Type D Percent During Wet/Icy Conditions PD PI C F CM RE HO FO Ped Bike A B C Intersections (2012-2016) A Crystal Lake Rd & Dartmoor Dr 17 15 - 1 1 - 6 10 1 - - - 6% Crystal Lake Rd & Kensington Dr 13 10 1 1 1 - 2 9 1 - 1 - 8% Crystal Lake Rd & HS South Access 1 1 - - - - - 1 - - - - 0% Crystal Lake Rd & HS Center Access 4 4 - - - - 2 2 - - - - 0% Crystal Lake Rd & HS North Access (within 150’) 11 8 1 2 - - 2 9 - - - - 27% Crystal Lake Rd & Royal Dr 50 39 1 3 7 - 19 29 - 1 1 - 18% Royal Drive & Oakwood Drive/Northfox Ln (within 150’) 1 1 - - - - 1 - - - - - 0% Segments – Along Crystal Lake Road Dartmoor Dr & Kensington Dr 2 2 - - - - - 2 - - - - 0% Kensington Dr & HS South Access 7 6 1 - - - 4 2 - 1 - - 14% HS South & Center Access 12 10 - 2 - - 2 8 1 1 - - 8% Total (2012-16) 118 96 4 9 9 - 38 72 3 3 2 - 14% McHenry HS West Parking Lots (2015-2018) E North & South Parking Lots 22 20 - - 2 - 9 6 - 7 - - 0% A Source: IDOT Division of Transportation Safety for the 2012-2016 calendar years. B PD = property damage only; PI = personal injury; F = fatality. C Type A (incapacitating injury); Type B (non-incapacitating injury); Type C (possible injury). D CM = cross movement/angle; RE = rear end; HO = head on; FO = fixed object; Ped = pedestrian. E Source: McHenry City Police for the 2015-2018 calendar years. McHenry West High School McHenry, Illinois Gewalt Hamilton Associates, Inc. 13 As shown in Table 2, the intersection of Crystal Lake Road and Royal Drive experienced the highest amount of crashes within the study area over the five-year analyses period. There was an average of ten (10) crashes per year at this location. Seventy-eight (78) percent (39 of 50) of the crashes at Crystal Lake Road and Royal Drive involved property damage and 58 percent (29 of 50) were rear-end collisions. Amongst all three high school access drives, 16 crashes occurred during the analyses period, or, on average, approximately three (3) crashes per year. Approximately 81 percent (13 of 16) of these crashes involved property damage only and 75 percent (12 of 16) were rear-end collisions. Within the high school parking lots, 22 crashes occurred during the three year analyses period, from 2015 to 2018. Approximately 91 percent (20 of 22) of the crashes involved property damage, while approximately 9 percent (2 of 22) involved “Type C” injuries, which is the lowest potential category. There were two crashes that involved a pedestrian – one at the Crystal Lake Road and Royal Drive intersection and one occurring between the Crystal Lake Road and Kensington Drive intersection. There were no crashes that involved a bicyclist. 2030 No-Build (Non-Site) Traffic Exhibit 5 summarizes the 2030 No-Build weekday morning, school afternoon and evening street peak hour traffic volumes. This identifies background, or ambient, projected growth in traffic conditions without the site traffic. Future traffic volume conditions were developed for the anticipated opening year of the development plus ten years, year 2030. For the purpose of this study and based on a review of historical traffic volumes, the Chicago Metropolitan Agency for Planning (CMAP) 2050 projections (see Appendix E), traffic volumes along the roadways surrounding the site are assumed to experience an overall annual, compounded growth rate of approximately 1 percent per year. Accordingly, the 2030 peak hour traffic volumes were developed by applying a 1 percent compounded annual growth rate to the existing traffic (Exhibit 3A). It should be noted that alternative projections provided by CMAP include a scenario where a potential roadway widening project would be completed along IL Route 31. If this roadway is widened from two to four lanes, it would potentially reduce future traffic volumes along the study area roadways. However, there is no construction scheduled or funding to implement the improvements at this time; therefore, the higher volume projections were chosen in these analyses to provide a conservative case scenario. Legend: XX Weekday AM Street/School Peak Hour (6:30-7:30 AM) [XX] Weekday PM School Peak Hour (2:30-3:30 PM) (XX) Weekday PM Street Peak Hour (4:30-5:30 PM) Existing Traffic Signal Existing Stop Sign O (44) 1221 12 (646) 14411 397 --o- (23) [13] 3—� 56 11171 (129) — 441 [489] (489) 1-45 [89] (79) t O � I O O O ' \ O 4.. McHenry West High School �-17 1871 (83) i (49) 43P 79—► I Bus 5xit J O N wI/� 00 C0 Q V V It r T o U Q MM O �-13 CD o Z sC 1431 (26) 501 [678] (684) cNo c � 308 [49] (49) � 24 [20] (12) �n o _7 ��$7 [19] (7) [O] (0) 0 352 [560] (656) .j —660 16091 (705) � '669 [593] I r (1) 1201 11�p (0) 12] 0� N(49) [90] 87—� O V. T � M rpN � LO co N O O 07) . j � L► t0 111 (2) -'*--1 [31 (0) i -15 151 (6) � tr v� N 33 [95] (98) —541 15251 (627) 5 15] (7) (30) [17] 4 t (-' (61) 1241 274J Crystal Lake Rd (0) [3] 8J (3) 161 68J (110) [1341 34- r T r (783) [542] 736--♦ o 0 0 (734) 15311 480— (783) [676] 578--o- (780) 16701 510--*-- (681) [570] 485— T T rn fO (0) [0] 0—� o s s (1) [2] 1� O °0 MaCm fz OOO GEWALT HAM19ON Exhibit 5 ASSOCIATES, INC. 2030 No -Build Traffic McHenry West High School McHenry, Illinois Gewalt Hamilton Associates, Inc. 15 Part IV. Traffic Evaluation Future Site Characteristics Proposed Development The McHenry Community High School District (District 156) is planning an expansion to McHenry West High School. The expansion would occur on the north side of the existing building and eliminate the trailers currently used as overflow classrooms. It will also include the implementation of a Science, Technology, and Industry Center on site, along with an expansion of parking facilities and tennis court expansions/renovations. With the planned expansion, the West Campus would serve Sophomores through Seniors, while the East Campus would transition to Freshmen only. The ultimate student capacity with the proposed addition is approximately 2,000 students. The site plan is provided as Exhibit 6. The existing tennis courts located just west of the South Student Lot are to be replaced with a new parking area. Ten (10) new tennis courts will be installed just southwest of the proposed new parking area. The net gain of parking spaces with the addition to the South Student Lot is approximately 213 spaces. Additionally, the North Staff Lot will be reconstructed as depicted on Exhibit 6. The parking stalls have been altered from angled to 90 degree spaces, which now facilitates two-way traffic down all drive aisles. The lot will be expanded to the northeast to gain additional spaces, bringing the parking spaces net gain on this lot to 11 spaces. Overall, between the two modifications, the McHenry West High School will provide an additional 224 spaces on top of the 650 spaces currently supplied, bringing the proposed total up to 874 parking spaces. Trip Generation Exhibit 7 – Part A tabulates the traffic generation calculations for the proposed development. Trip generation rates published by the Institute of Transportation Engineers (ITE) in the 10th Edition of the Manual Trip Generation were reviewed, along with the existing traffic count data and current student population date to determine the anticipated traffic generated by the proposed high school addition, See Appendix F for excerpt from the ITE manual. The trip generation was estimated using the current student population (1,434 students) in coordination with the maximum student capacity after the proposed expansion (2000 students). Per the ITE excerpt, the school’s morning and afternoon peak hour volumes are not consistent with the ITE data. As shown on Exhibit 7, McHenry West High School experiences higher than anticipated (ITE calculated) traffic volumes during the morning and afternoon peak hour, as well as during the evening adjacent street peak. Accordingly, the local data was used in our future analyses to provide a realistic analysis scenario. As previously described, the High School will experience a demographic shift from the current Freshmen to Senior population, to a Sophomore though Senior campus. The combined existing Sophomore through Senior population at both McHenry West (1,069) and East (638) High Schools is 1,707 students. The future conditions calculations considered this shift in demographics, which will result in an increase in student driver population and supporting staff, with a potential decrease and/or minimal change in parent drop-off/pick-up activity, due to higher drop-off/pick-up activity associated with non-driver aged students (predominately Freshmen) being removed from the McHenry West High School. Over the past ten years, the student population within School District 156 has remained relatively flat, with minimal, if any growth. However, to provide a conservative analysis scenario, the trip generation for the estimated increase in student population was projected based on the maximum student capacity after the proposed expansion (2000 students). 625 Forest Edge Drive Vernon Hills, IL. 60061 TEL 847.478.9700 FAX 847.478.9701 Exhibit 6 Site Plan Part A. Traffic Generation CalculationsAM Street PeakPM School Peak PM Street PeakITE(6:30 - 7:30 AM)(2:30-3:30 PM) (4:30-5:30 PM)Code In Out Sum In Out Sum In Out SumA. Existing Conditions (January 2019)1. Local Data --769 315 1,084121 415 536132 126 2582. ITE Rates #530495 233 728140 299 43996 105 201Difference =274 82356-19116 9736 21 57B. Future Conditions Local Data1--1,142 360 1,502142 665 807184 176 360C. Additional Site TrafficFuture Less Existing --373 45 41821 250 27152 50 102Sources: ITE Trip Generation Manual; 10th Edition and GHA Traffic Counts conducted at the existing subject site in January 2019. 1Future conditions calculations based on a proportional increase of students while taking into account the student demographic shift from Freshmen-Senior to Sophomore-Senior.Part B. Trip Distribution Crystal Lake RoadSouth of Dartmoor DriveNorth of Royal DriveTotal45% 50%Exhibit 7Project Traffic CharacteristicsMcHenry West High School Expansion - Crystal Lake Road, McHenry, ILLand Use UnitsPercent Use by Route2000 Students1434 StudentsApproach Site From Depart Site ToRoute & Direction55% 50%100% McHenry West High School McHenry, Illinois Gewalt Hamilton Associates, Inc. 18 Directional Distribution Exhibit 7 – Part B provides the anticipated distribution of new site traffic. This was based on existing site travel patterns and operational characteristics. Due to the location of the East McHenry High School (which is where the increase in student population will originate from), it was estimated that no new students, parents, or staff would be entering or exiting the site from Dartmoor Drive, Royal Drive, or Kensington Drive. The new trips generated would be travelling west, from the east side of McHenry, and reaching the High School via Crystal Lake Road. Traffic Signal Warrant Analyses A traffic signal warrant analysis was performed for the intersection of Crystal Lake Road and McHenry HS South Access. The analysis was based on the MUTCD criteria for installation of a traffic control signal. The warrant analysis considers peak hour traffic volumes at the intersections and makes comparisons to minimum traffic volume thresholds to determine if the installation of a traffic signal should be considered. The MUTCD is the standard reference application of traffic signals and contains eight different warrant types for the justification of traffic signals. It is stated that if one or more of the warrants are satisfied, a traffic signal is justified and could be installed. However, a number of factors are involved in determining if traffic signal control should be installed, including intersection operations, safety, and engineering judgment. Section 4C.04, Warrant 2 – Four Hour and Warrant 3 - Peak Hour of the MUTCD, were examined to determine whether a traffic signal was warranted under existing and future (year 2030) conditions due to the amount of delay that a minor street suffers when entering a major street. In order for a traffic signal to be warranted under this condition, the plotted point representing the vehicles per hour on the major street (total of both approaches) and the corresponding vehicles per hour on the higher-volume minor street approach (one direction only) for 1 hour of an average day for Warrant 3, and 4 hours on an average day for Warrant 2 must fall above the applicable curve on Figure 4C-1 and Figure 4C-3, respectively, of the MUTCD for the existing combination of approach lanes. The graphical representation and the application of the estimated traffic volumes are shown on the figures provided in Appendix G, which includes a reduction for right-turn on red (RTOR), utilizing Pagones’ Theorem, which is consistent with IDOT requirements for new traffic signal installation. The results of the most applicable traffic signal warrant tests are discussed below: Warrant #2 – Four Hour Volume Appendix G.1-2 presents Figure 4C-1 from the MUTCD, which was utilized to determine if the Four-Hour Warrant was met. As can be seen, there are only two hours during existing conditions and three hours during 2030 future conditions where the minimum combined volumes met above the minimum threshold line on the chart. Therefore, the Four-Hour volume criteria is not met. Warrant #3 – Peak Hour Volume Appendix G.3-4 presents Figure 4C-3 from the MUTCD, which was utilized to determine if Warrant #3 - Peak Hour Volume was met. The highest peak hours throughout the study area occurred from 6:30-7:30 AM, 2:30- 3:30 PM, and 4:30-5:30 PM. Each of these hours was tested. However, the combination of volumes met below the minimum threshold line on the chart for all three hours during exiting conditions. Under 2030 future conditions, the peak hour warrant was satisfied during both the weekday morning (6:30 to 7:30 AM) and afternoon school (2:30 to 3:30 PM) peak periods. McHenry West High School McHenry, Illinois Gewalt Hamilton Associates, Inc. 19 Based on the above discussion, a traffic signal is not warranted at the intersection of Crystal Lake Road and McHenry HS South Access during existing conditions. However, a traffic signal is warranted based on Warrant #3 -Peak Hour under future (year 2030) conditions during both the weekday morning and afternoon school peak hours, which assumes full-build out (2,000 student population) of the high school along with a conservative, general background growth in the study area. The spacing from this intersection to the existing traffic signal to the north (Royal Avenue) exceeds a desirable spacing of ¼-mile (1,320 feet); however, is located slightly closer to the existing signal to the south (Dartmoor Drive) – at approximately 1,100 feet. A ¼-mile spacing is desirable to permit acceptable progression along Crystal Lake Avenue. Site and Total Traffic Assignments Exhibit 8 illustrates the site traffic assignment for the new high school trips, which is based on the traffic characteristics summarized in Exhibit 7 (traffic generation and trip distribution) and assigned to the area roadways. The site traffic and 2030 No-Build traffic (see Exhibits 8 and 5, respectively) were combined to produce the 2030 Total traffic, which is illustrated on Exhibit 9. Additionally, Appendix H provides site traffic excerpts, with the values separated out by use (student traffic, bus traffic and drop-off/pick-up traffic). Capacity Analysis Capacity analyses are a standard measurement that identifies how an intersection operates. They are measured in terms of level of service (LOS). The concept of LOS is defined as a qualitative measure describing operational conditions within a traffic stream and their perception by motorists and/or passengers. A level-of-service definition provides an index to quality of traffic flow in terms of such factors as speed, travel time, freedom to maneuver, traffic interruptions, comfort, convenience, and safety. Six levels of service are defined for each type of facility. They are given letter designations from A to F, with LOS A representing the best operating conditions and LOS F the worst. LOS C is often considered acceptable for design purposes and LOS D is usually considered as providing the lower threshold of acceptable operations. Since the level of service of a traffic facility is a function of the traffic flows placed upon it, it may operate at a wide range of levels of service, depending on the time of day or day of the week. A description of the operating condition under each level of service, based on the analysis parameters as published in the Transportation Research Board’s (TRB) Highway Capacity Manual (HCM), Sixth Edition, is provided in Table 3. Table 3: Level of Service (LOS) Summary LOS Description Delay (sec/veh) Traffic Signal Stop Sign A Describes conditions with little to no delay to motorists. <10 < 10 B Represents a desirable level with relatively low delay to motorists. >10 and < 20 >10 and < 15 C Describes conditions with average delays to motorists. >20 and < 35 >15 and < 25 D Describes operations where the influence of congestion becomes more noticeable. Delays are still within an acceptable range. >35 and < 55 >25 and < 35 E Represents operating conditions with high delay values. This level is often considered within urban settings or for minor streets intersecting major arterial roadways to be the limit of acceptable delay. >55 and < 80 >35 and < 50 F Is considered to be unacceptable to most drivers with high delay values that often occur, when arrival flow rates exceed the capacity of the intersection. >80 >50 Legend: XX — Weekday AM [XX] — Weekday PM (XX) — Weekday PM Street/School Peak Hour (6:30-7:30 AM) School Peak Hour (2:30-3:30 PM) Street Peak Hour (4:30-5:30 PM) wExisting Traffic Signal Existing Stop Sign 3 0 O (25) 161 167--a- Ac� McHenry West High School I I I N I y +�+ N0 Q I 04 O I � N I N I N r �J �-200 [8] (19) �26 [125] (26) -4-26 11251 (k6)a1*---4 [4] (4) (25) 161 167--*- (24) 141 164--� Crystal Lake Rd (0) [2] 3 (1) 121 3— (20) 11201 14--o- 0 I � � I 0 0 0 o. O I r Bus Exit r— ..,, s� L � � U to o v Q o0 0o Z Q �-6 1171 (5) L. t—PI101 (3) ItU) It LO .J —204 1121 (23) 7 �210 1191 (24) (1) 101 0� (24) [120] 14� (19) 11201 14--o- — 206 [15] (27) �� �,►1 GEWALT HAM19ON Exhibit s ASSOCIATES, INC. Combined Site Traffic Legend: XX Weekday AM Street/School Peak Hour (6:30-7:30 AM) [XX] Weekday PM School Peak Hour (2:30-3:30 PM) (XX) Weekday PM Street Peak Hour (4:30-5:30 PM) Existing Traffic Signal Existing Stop Sign O Y/ T co CM �mLD T '^W to It N .-i L► (44) 1221 12 (671) 14471 564 --o- (23) 1131 3—� 56 11171 (129) —467 16141 (515) 1-45 1891 (79) t O O O ' O / G• ' \ O 4.. McHenry West High School �-17 1871 (83) (49) 43P 79—► Bus 5xit J v v CV CO Q V j N N O V Q CD CL) G (� `? "' Z Q — 527 180311 (710) CD cm 508 1571 (68) O 30 1271 (17) 7 1191 (10) 0 [0] (0) -(T 356 15641 (660) . j —864 16211 (728) —879 16121 t 0 11] (2) -'*--1 13] (0) i -15 151 (6) � tr co v� N 33 1951 (98) —747 15401 (654) 5 151 (7) (30) 1171 4 t (-' (85) 1281 438 J Crystal Lake Rd (0) 151 11 (4) 161 68 J (110) 11341 34 --� r T r (808) 15481 903--♦ O O O (735) 15331 483— (803) 17961 592--a-. (799) 17901 524� (705) 16901 499— T T rn fO (0) [01 0—� ass (1) [2] 1� O °0 MaCm fz OOO GEWALT HAM19ON Exhibit 9 ASSOCIATES, INC. 2030 Total Traffic McHenry West High School McHenry, Illinois Gewalt Hamilton Associates, Inc. 22 An intersection capacity analysis was used to analyze the intersections for the weekday morning, afternoon school, and evening street peak hours using the methodologies outlined in the HCM using Synchro v10 software, for the following scenarios: Existing Traffic - Existing traffic (year 2019), No-Build Traffic – Future (non-site, year 2030) traffic with background growth (assumed at 1 percent compounded per year), and Total Traffic – Future No-Build traffic volumes (year 2030) plus the addition of site generated traffic. The Synchro models were then simulated using SimTraffic, which is a dynamic modeling program. It animates the roadway network and models the interactions between each individual vehicle on the roadway. This animated model provides the full extent of the delays and traffic backups, as it considers the traffic spillback between intersections and beyond turn bays, unbalanced lane use, and other subtle traffic flow interactions. Table 4 on the following pages summarizes the intersection capacity analysis results and calculated 95th- percentile queues. Capacity analysis summary printouts are provided in Appendix I. McHenry West High School McHenry, Illinois Gewalt Hamilton Associates, Inc. 23 Table 4: Level-of-Service Summary LOS 1. Crystal Lake Rd & Dartmoor Drive Traffic Signal LT TH RT LT TH RT LT TH RT LT TH RT A. Weekday Morning Street Peak Hour Existing Traffic (See Exhibit 3) • Current >C <>C A B C A B C <C • 95th Queue Length (ft)-73 --20 12 11 284 0 31 398 -- 2030 No-Build Traffic (See Exhibit 5) • Current >D <>C A B D A B C <C • 95th Queue Length (ft)-83 --20 12 12 332 0 31 557 -- 2030 Total Traffic (See Exhibit 9) • As Planned >F <>D A A D A B C <D • 95th Queue Length (ft)-133 --31 12 11 510 0 29 512 -- C. Weekday Afternoon School Peak Existing Traffic (See Exhibit 3) • Current >C <>C A B C A B C <C • 95th Queue Length (ft)-60 --22 11 16 338 0 58 505 -- 2030 No-Build Traffic (See Exhibit 5) • Current >C <>C A B C A B C <C • 95th Queue Length (ft)-68 --22 11 17 414 0 58 622 -- 2030 Total Traffic (See Exhibit 9) • As Planned >D <>D B A B A A D <C • 95th Queue Length (ft)-115 --35 25 16 387 0 53 750 -- D. Weekday Evening Street Peak Existing Traffic (See Exhibit 3) • Current >C <>C A A C A A C <C • 95th Queue Length (ft)-46 --13 19 30 618 0 54 556 -- 2030 No-Build Traffic (See Exhibit 5) • Current >C <>C A A C A A C <C • 95th Queue Length (ft)-50 --13 19 33 734 0 54 684 -- 2030 Total Traffic (See Exhibit 9) • As Planned >D <>C A A C A A C <C • 95th Queue Length (ft)-71 --18 24 31 677 0 51 634 -- 2. Crystal Lake Rd & Royal Dr Traffic Signal LT TH RT LT TH RT LT TH RT LT TH RT A. Weekday Morning Street Peak Hour Existing Traffic (See Exhibit 3) • Current C A <C A <A B A A B <B • 95th Queue Length (ft)79 0 -3 0 -17 252 0 5 359 -- 2030 No-Build Traffic (See Exhibit 5) • Current C A <C A <A B A A B <B • 95th Queue Length (ft)87 0 -3 0 -20 316 0 5 432 -- 2030 Total Traffic (See Exhibit 9) • Current C A <C A <A B A A C <C • 95th Queue Length (ft)91 0 -3 0 -20 332 0 5 785 -- C. Weekday Afternoon School Peak Existing Traffic (See Exhibit 3) • Current C B <C A <A B A A C <C • 95th Queue Length (ft)132 0 -13 0 -61 387 0 6 540 -- 2030 No-Build Traffic (See Exhibit 5) • Current D A <C A <B B A A C <C • 95th Queue Length (ft)150 0 -14 0 -71 471 0 6 746 -- 2030 Total Traffic (See Exhibit 9) • Current D A <C A <B C A A C <C • 95th Queue Length (ft)154 0 -13 0 -72 646 0 6 780 -- D. Weekday Evening Street Peak Existing Traffic (See Exhibit 3) • Current C B <C A <A B A A C <B • 95th Queue Length (ft)101 0 -6 0 -44 434 0 6 560 -- 2030 No-Build Traffic (See Exhibit 5) • Current C A <C A <A B A A C <B • 95th Queue Length (ft)113 0 -5 0 -49 531 0 6 760 -- 2030 Total Traffic (See Exhibit 9) • Current C A <C A <A B A A C <B • 95th Queue Length (ft)113 0 -5 0 -49 564 0 6 802 -- 3. Crystal Lake Rd & Kensington Dr TWSC - EB Stops LT TH RT LT TH RT LT TH RT LT TH RT A. Weekday Morning Street Peak Hour Existing Traffic (See Exhibit 3) • Current >E <---A -----E • 95th Queue Length (ft)-43 ----0 ------ 2030 No-Build Traffic (See Exhibit 5) • Current >F <---A -----F • 95th Queue Length (ft)-65 ----0 ------ 2030 Total Traffic (See Exhibit 9) • Current >F <---A -----F • 95th Queue Length (ft)-105 ----0 ------ C. Weekday Afternoon School Peak Existing Traffic (See Exhibit 3) • Current >E <---B -----E • 95th Queue Length (ft)-35 ----3 ------ 2030 No-Build Traffic (See Exhibit 5) • Current >F <---B -----F • 95th Queue Length (ft)-48 ----3 ------ 2030 Total Traffic (See Exhibit 9) • Current >F <---B -----F • 95th Queue Length (ft)-65 ----5 ------ D. Weekday Evening Street Peak Existing Traffic (See Exhibit 3) • Current >E <---A -----D • 95th Queue Length (ft)-33 ----3 ------ 2030 No-Build Traffic (See Exhibit 5) • Current >F <---A -----F • 95th Queue Length (ft)-45 ----5 ------ 2030 Total Traffic (See Exhibit 9) • Current >F <---A -----F • 95th Queue Length (ft)-50 ----5 ------ - 13.0 - EB Approach 115.9 40.4 25.7 - 19.7 - 35.1 - 16.2 - 18.9 - 14.4 - 25.2 - 29.1 LOS Per Movement Group By Approach > = Shared Lane - = Non Critical or not Allowed Movement SouthboundNorthboundWestboundEastbound - 22.1 - Intersection - 25.8 - 30.7 39.8 Intersection / Timeframe / Scenario Roadway Conditions Intersection / Approach Delay (sec / veh) 24.7 - 21.9 - 22.0 - 20.4 - 23.9 - 23.8 - - - 55.2 87.3 - 73.3 - 57.4 - - 27.7 - 64.7 - Intersection McHenry West High School McHenry, Illinois Gewalt Hamilton Associates, Inc. 24 Table 4: Level-of-Service Summary (cont.) LOS 4. Crystal Lake Rd & HS South Access Police Control LT TH RT LT TH RT LT TH RT LT TH RT A. Weekday Morning Street Peak Hour Existing Traffic (See Exhibit 3) • Current D -A ---D B --D B C • 95th Queue Length (ft)132 -0 ---286 228 --363 0 - 2030 No-Build Traffic (See Exhibit 5) • Current E -B ---D A --D B C • 95th Queue Length (ft)151 -0 ---294 201 --424 21 - 2030 Total Traffic (See Exhibit 9) • Current F -B ---F A --D F E • 95th Queue Length (ft)170 -0 ---512 203 --429 243 - C. Weekday Afternoon School Peak Existing Traffic (See Exhibit 3) • Current C -A ---A B --C A B • 95th Queue Length (ft)107 -0 ---13 232 --327 10 - 2030 No-Build Traffic (See Exhibit 5) • Current C -B ---A B --C A B • 95th Queue Length (ft)107 -4 ---13 284 --397 13 - 2030 Total Traffic (See Exhibit 9) • Current C -C ---B C --D A C • 95th Queue Length (ft)188 -65 ---21 397 --559 16 - D. Weekday Evening Street Peak Existing Traffic (See Exhibit 3) • Current D -B ---A -----C • 95th Queue Length (ft)45 -15 ---8 ------ 2030 No-Build Traffic (See Exhibit 5) • Current E -C ---A -----D • 95th Queue Length (ft)55 -18 ---8 ------ 2030 Total Traffic (See Exhibit 9) • Current F -C ---B -----E • 95th Queue Length (ft)115 -28 ---13 ------ 5. Crystal Lake Rd & HS Center Access Entrance Only LT TH RT LT TH RT LT TH RT LT TH RT A. Weekday Morning Street Peak Hour Existing Traffic (See Exhibit 3) • Current ------B -----A • 95th Queue Length (ft)------3 ------ 2030 No-Build Traffic (See Exhibit 5) • Current ------B -----A • 95th Queue Length (ft)------3 ------ 2030 Total Traffic (See Exhibit 9) • Current ------C -----A • 95th Queue Length (ft)------8 ------ C. Weekday Afternoon School Peak Existing Traffic (See Exhibit 3) • Current ------B -----A • 95th Queue Length (ft)------3 ------ 2030 No-Build Traffic (See Exhibit 5) • Current ------C -----A • 95th Queue Length (ft)------3 ------ 2030 Total Traffic (See Exhibit 9) • Current ------C -----A • 95th Queue Length (ft)------5 ------ D. Weekday Evening Street Peak Existing Traffic (See Exhibit 3) • Current ------A -----A • 95th Queue Length (ft)------0 ------ 2030 No-Build Traffic (See Exhibit 5) • Current ------A -----A • 95th Queue Length (ft)------0 ------ 2030 Total Traffic (See Exhibit 9) • Current ------A -----A • 95th Queue Length (ft)------0 ------ 6. Crystal Lake Rd & HS North Access TWSC - EB Stops LT TH RT LT TH RT LT TH RT LT TH TRT A. Weekday Morning Street Peak Hour Existing Traffic (See Exhibit 3) • Current F -B ---B -----D • 95th Queue Length (ft)18 -5 ---18 ------ 2030 No-Build Traffic (See Exhibit 5) • Current F -B ---B -----E • 95th Queue Length (ft)25 -8 ---20 ------ 2030 Total Traffic (See Exhibit 9) • Current F -C ---B -----F • 95th Queue Length (ft)40 -8 ---25 ------ C. Weekday Afternoon School Peak Existing Traffic (See Exhibit 3) • Current E -B ---A -----C • 95th Queue Length (ft)43 -10 ---0 ------ 2030 No-Build Traffic (See Exhibit 5) • Current F -B ---A -----D • 95th Queue Length (ft)58 -13 ---0 ------ 2030 Total Traffic (See Exhibit 9) • Current F -B ---A -----E • 95th Queue Length (ft)78 -13 ---0 ------ D. Weekday Evening Street Peak Existing Traffic (See Exhibit 3) • Current E -B ---A -----D • 95th Queue Length (ft)15 -3 ---0 ----- 2030 No-Build Traffic (See Exhibit 5) • Current F -B ---A -----D • 95th Queue Length (ft)18 -3 ---0 ------ 2030 Total Traffic (See Exhibit 9) • Current F -B ---A -----E • 95th Queue Length (ft)30 -3 ---3 ------ EB Approach 44.5 EB Approach Police Control 25.8 - 26.9 - 69.2 - 16.8 - 18.2 - 27.8 - 23.0 EB Approach - 41.7 - 0.0 - 0.0 EB Approach 27.5 - - 36.2 - 65.6 - 24.2 - 45.3 - 27.2 - 0.0 NB Approach - 0.6 0.2 - 0.2 - 0.3 - - 0.4 - 0.3 27.4 32.3 - 34.5 - Intersection / Timeframe / Scenario Roadway Conditions LOS Per Movement Group By Approach Intersection / Approach > = Shared Lane - = Non Critical or not Allowed Movement Eastbound Westbound Northbound Southbound Delay (sec / veh) McHenry West High School McHenry, Illinois Gewalt Hamilton Associates, Inc. 25 Table 4: Level-of-Service Summary (cont.) LOS 7. Royal Dr & Oakwood Dr/Northfox Ln TWSC - NEB Stops LT TH RT LT TH RT LT TH RT LT TH RT A. Weekday Morning Street Peak Hour Northeast Southwest Northwest Southeast Existing Traffic (See Exhibit 3) • Current >B <>B <A -->A <B • 95th Queue Length (ft)-13 --3 -0 ---0 -- 2030 No-Build Traffic (See Exhibit 5) • Current >B <>B <A -->A <B • 95th Queue Length (ft)-15 --5 -0 ---0 -- 2030 Total Traffic (See Exhibit 9) • Current >B <>B <A -->A <B • 95th Queue Length (ft)-18 --5 -0 ---0 -- C. Weekday Afternoon School Peak Existing Traffic (See Exhibit 3) • Current >B <>B <A -->A <B • 95th Queue Length (ft)-23 --3 -3 ---3 -- 2030 No-Build Traffic (See Exhibit 5) • Current >B <>B <A -->A <B • 95th Queue Length (ft)-28 --3 -5 ---3 -- 2030 Total Traffic (See Exhibit 9) • Current >B <>B <A -->A <B • 95th Queue Length (ft)-28 --3 -5 ---3 -- D. Weekday Evening Street Peak Existing Traffic (See Exhibit 3) • Current >A <>B <A -->A <A • 95th Queue Length (ft)-5 --3 -5 ---0 -- 2030 No-Build Traffic (See Exhibit 5) • Current >A <>B <A -->A <A • 95th Queue Length (ft)-8 --3 -5 ---0 -- 2030 Total Traffic (See Exhibit 9) • Current >A <>B <A -->A <A • 95th Queue Length (ft)-8 --3 -5 ---0 -- 8. Oakwood Dr & Bus-Exit TWSC - WB Stops LT TH RT LT TH RT LT TH RT LT TH RT A. Weekday Morning Street Peak Hour Existing Traffic (See Exhibit 3) • Current --->A <------A • 95th Queue Length (ft)----8 -------- 2030 No-Build Traffic (See Exhibit 5) • Current --->A <------A • 95th Queue Length (ft)----5 -------- 2030 Total Traffic (See Exhibit 9) • Current --->A <------A • 95th Queue Length (ft)----8 -------- C. Weekday Afternoon School Peak Existing Traffic (See Exhibit 3) • Current --->A <------A • 95th Queue Length (ft)----8 -------- 2030 No-Build Traffic (See Exhibit 5) • Current --->B <------B • 95th Queue Length (ft)----8 -------- 2030 Total Traffic (See Exhibit 9) • Current --->B <------B • 95th Queue Length (ft)----10 -------- D. Weekday Evening Street Peak Existing Traffic (See Exhibit 3) • Current --->A <------A • 95th Queue Length (ft)----0 -------- 2030 No-Build Traffic (See Exhibit 5) • Current --->A <------A • 95th Queue Length (ft)----0 -------- 2030 Total Traffic (See Exhibit 9) • Current --->A <------A • 95th Queue Length (ft)----0 -------- - WB Approach 9.7 - 9.8 9.9 NEB Approach 12.4 - 9.3 - 9.4 - 12.4 - 8.6 - 8.6 9.9 - 10.1 - - 10.0 - - 8.6 - - 11.4 - 11.5 - 9.4 - 11.8 - 11.0 Intersection / Timeframe / Scenario Roadway Conditions LOS Per Movement Group By Approach Intersection / Approach > = Shared Lane - = Non Critical or not Allowed Movement Eastbound Westbound Northbound Southbound Delay (sec / veh) McHenry West High School McHenry, Illinois Gewalt Hamilton Associates, Inc. 26 Traffic Impact Discussion 1. The signalized intersections at Dartmoor Drive and Royal Drive with Crystal Lake Road currently experience acceptable levels of service for overall intersection operations during the weekday morning, afternoon school, and evening street peak hours. Under future No-build (year 2030) conditions, these signalized intersections still operate under acceptable levels of service. However, after the addition of new site traffic, individual movements begin to deteriorate. During the future Total (year 2030) traffic, eastbound Dartmoor Drive begins to operate with unacceptable levels delay, at LOS F. Future signal timing modifications are presented as Table 5 in Appendix J and were implemented to help mitigate the effects of the proposed site traffic. 2. As stated above, in order to accommodate future Total conditions, the traffic signal timing modifications in Appendix J were applied to the intersection at Dartmoor Drive with Crystal Lake Road. Without adjustments under future conditions, traffic operations could function under significant constraints. The modifications made at Crystal Lake Road and Dartmoor Drive help to facilitate the increased amount of through traffic along Crystal Lake Road from the proposed High School addition. The proposed timing changes increase time given to northbound and southbound through movements. Furthermore, the minor street (Dartmoor Drive) movements are adjusted slightly to help facilitate traffic onto and off of Crystal Lake Road. 3. As explained earlier in the report, it should be noted that alternative projections provided by CMAP include a scenario where a potential roadway widening project would be completed along IL Route 31. If this roadway is widened from two to four lanes, it would potentially reduce future traffic volumes along the study area roadways, which would decrease delays. However, there is no construction scheduled or funding to implement the improvements at this time; therefore, the higher volume projections were chosen in these analyses to provide a conservative analysis scenario. 4. Eastbound movements from Kensington Drive onto Crystal Lake Road currently operate under capacity constraints during the morning and afternoon school peak hours at LOS E. Under future No-Build and Total conditions, all three peak hours will begin to operate at unfavorable conditions. It is important to note that the 95th queue length (worst case scenario) reaches approximately 100 feet, which is around 5 cars. This is a typical scenario for a minor street intersecting an arterial roadway with heavy through traffic volumes. 5. Currently, the Crystal Lake Road and McHenry HS South Access intersection operates under Police Control during both the morning and afternoon school peak hours. Accordingly, the movements at this intersection operate similar to under traffic signal control. Under existing conditions, the analysis displays that all movements operate under no capacity constraints, at LOS D or better. However, it is important to keep in mind that the modeling software examines the average worst delay over a one-hour period of time. As such is the case with most schools, drop-off and pick-up operations are condensed to approximately 30-minute periods of time. During GHA’s site observations in January 2019, it was noted that backups do occur along Crystal Lake Road, particularly during the morning peak hour. With no changes to school operations, the South Access intersection will operate at LOS E during the morning peak hour, with significant delays to eastbound movements, as well as northbound lefts and southbound rights into the parking lot. The analysis displays that this intersection operates under no capacity constraints during the afternoon school peak hour; however, some movements are constrained during the evening street peak hour. Due to no Police Officer being present at the intersection during the evening street peak hour, vehicles will experience more delay while maneuvering from the parking lot onto Crystal Lake Road. 6. The Crystal Lake Road and Center Access intersection experienced minimal delays during all hours studied. This is likely due to the “entrance-only” nature of this intersection. However, residual delays along Crystal Lake Road may affect northbound and southbound operations. 7. The North Access intersection with Crystal Lake Road has one movement that operates under constraints during all scenarios and peak hours analyzed. Eastbound left turns from the parking lot onto Crystal Lake Road operate at LOS E, with the maximum queue length reaching approximately 78 feet, which is 4 cars. 8. The intersection at Royal Drive and Oakwood Drive/Northfox Lane operates without constraints under both existing and future conditions. McHenry West High School McHenry, Illinois Gewalt Hamilton Associates, Inc. 27 Future Parking Analyses Analysis was conducted to determine the number of parking spaces required to accommodate the new high school addition. In order to project future peak parking demand, GHA referenced two sources: the parking counts conducted by GHA in January 2019 at the subject site (see Appendix C) and requirements per City of McHenry Code. Table 6 summarizes the peak parking demand projections from each of the two sources. Table 6: Future Parking Demand Use Variable Existing Peak Demand1 Future Peak Demand2 GHA Local City Code5 GHA Local City Code McHenry West High School Student 315 359 589 500 Staff 185 258 Support3 4 6 Visitor 4 6 Accessible4 16 17 Total 524 876 1 Current student enrollment of 1,434 students supported by 140 staff. 2 Future student enrollment of 2000. Calculations based on a proportional increase from current student enrollment. 3 Drivers Ed., Activities, etc. 4 Accessible spaces required by law, represents supply instead of demand. 5 One space per 4 students. As shown in Table 6, a minimum of 876 parking spaces should be provided to accommodate the anticipated future parking demand should McHenry West High School reach its capacity of 2,000 students. Note, this conservatively assumes a future parking policy similar to existing, which provides a parking space / permit for all student requests. It is not uncommon, and is often typical practice, for high schools to implement a parking policy which permits parking based on a lottery system, with priority typically given to Senior, honor roll students, etc. Accordingly, it is recommended that parking be monitored with growth in student enrollment to determine if modifications to the existing parking policy are required. Consideration should also be given to providing assigned (numbered) parking spaces within the student parking lot to minimize internal circulation and traffic impacts. Measures should also be considered to reduce future parking demand including providing adequate pedestrian and bicycle infrastructure that is easily accessible, along with programs/education to encourage the use of school buses and non-auto modes (walking and biking) as primary means to access the school. McHenry West High School McHenry, Illinois Gewalt Hamilton Associates, Inc. 28 Part V. Conclusions A traffic impact and parking study was performed for the proposed addition to the existing McHenry West High School located at 4723 Crystal Lake Road in McHenry, Illinois. Existing and future conditions in the study area have been described, analyzed and evaluated with respect to traffic operations and the impact of the planned development. Conclusions of this effort are presented below: 1. The proposed development includes an addition to the north side of the existing building, including STEM laboratories. Additionally, new parking and tennis courts will be added to the area south of the High School. 2. The school is anticipated to serve a future student enrollment of 2000 students, with the student population transitioning from the current Freshmen through Senior campus to the proposed Sophomore through Senior campus. 3. Continued collaboration with McHenry High School Staff and District 156 staff is needed to evaluate alternative circulation scenarios with the end goal of increasing the efficiency of operations and maintaining safety for all users- students, staff, and parents. In order to accomplish this, internal site improvements could be considered, such as a new connection between the north parking lot and the bus lane in the area of the northeast corner of the building. Consideration could also be given to providing a new access point on Crystal Lake Road and/or relocating existing access, provided adequate spacing between intersections and improved operations are provided. 4. Trip generation for the increase in student population for the design year (2030) was quantified for the weekday morning, afternoon school and evening street peak periods, using local trip generation rates, which produced higher results than industry standard (ITE Trip Generation). 5. Analyses have been conducted for all study intersections to determine the impact from the planned development, along with general growth within the study area (assumed at 1 percent compounded per year) to the 2030 design year. 6. The current parent drop-off/pick-up lane does not provide sufficient stacking to accommodate the future growth in student enrollment. Based on the existing, typical vehicle queue observed at 26 vehicles during the morning peak hour and 58 vehicles during the afternoon school peak hour, and a proportional increase based on the growth in student population and shift in student demographics, stacking for a minimum of 29 vehicles should be provided during the morning peak hour and staking for a minimum of 65 vehicles should be provided for the afternoon school peak hour. 7. Several of the movements at the study area intersections along Crystal Lake Road currently experience capacity constraints during the weekday morning and afternoon school and street peak periods. These intersections are anticipated to continue to operate at these levels with the anticipated general growth in background traffic, as well as additional site traffic (increase in student population). The modified signal timings help to reduce congestion and promote increased progression along Crystal Lake Road. 8. A minimum of 876 parking spaces should be provided on site to account for the maximum (2,000 students) anticipated growth in student enrollment / increase in staff. It is recommended that the parking facilities be monitored for future on-site parking needs, if/when growth in student population warrants, with consideration to modifications to its existing parking policy to include limiting number of student parking permits issued and/or providing assigned (numbered) parking within the student parking lots to minimize circulation / traffic impacts. 9. A pedestrian connection from the sidewalk along the west side of Crystal Lake Road into the High School should be considered. Currently, no such connection exists, and some students must traverse through the parking lots to enter the school. McHenry West High School McHenry, Illinois Gewalt Hamilton Associates, Inc. 29 Part VI. Technical Addendum The following Appendices were previously referenced. They provide technical support for our observations, findings and recommendations discussed in the text. Appendices A. Photo Inventory B. Traffic Count Summaries C. Parking Summary D. Crash Map E. CMAP Traffic Projections F. ITE Trip Generation Excerpts G. Traffic Signal Warrant Analyses H. Supplemental Site Traffic I. Intersection Capacity Analyses J. Future Signal Timing Modifications McHenry West High School McHenry, Illinois APPENDIX A Photo Inventory Appendix A Photo Inventory Page 1 | 6 Looking northeast along Crystal Lake Rd at Royal Dr Looking northwest along Heritage Woods Access at Crystal Lake Rd Looking southwest along Crystal Lake Rd at Royal Dr Looking southeast along Royal Dr at Crystal Lake Rd Looking northwest along Royal Dr at Oakwood Dr/Northfox Ln Looking southwest along Northfox Ln at Royal Dr Appendix A Photo Inventory Page 2 | 6 Looking southeast along Royal Dr at Oakwood Dr/Northfox Ln Looking northeast along Oakwood Dr at Royal Dr Looking southwest along Oakwood Dr at Bus Exit Looking northeast along Oakwood Dr at Bus Exit Looking northwest along Bus Exit at Oakwood Dr Looking southeast along HS North Access at Crystal Lake Rd Appendix A Photo Inventory Page 3 | 6 Looking southwest along Crystal Lake Rd at HS North Access Looking northeast along Crystal Lake Rd at HS North Access Looking southwest along Crystal Lake Rd at HS Center Access Looking southeast along HS Center Access at Crystal Lake Rd Looking northeast along Crystal Lake Rd at HS Center Access Looking southwest along Crystal Lake Rd at HS South Access Appendix A Photo Inventory Page 4 | 6 Looking northeast along Crystal Lake Rd at HS South Access Looking southeast along HS South Access at Crystal Lake Rd Looking southwest along Crystal Lake Rd at Kensington Dr Looking southeast along Kensington Dr at Crystal Lake Rd Looking northeast along Crystal Lake Rd at Kensington Dr Looking southwest along Crystal Lake Rd at Dartmoor DR Appendix A Photo Inventory Page 5 | 6 Looking southeast along Dartmoor Dr at Crystal Lake Rd Looking northeast along Crystal Lake Rd at Dartmoor Dr Looking northwest along Dartmoor Dr at Crystal Lake Rd Looking at traffic cone setup in south Student Lot before PM Peak Looking at Crystal Lake Rd at HS South Access intersection during AM Peak Looking at Crystal Lake Rd southbound queue during AM Peak Appendix A Photo Inventory Page 6 | 6 Looking at Student Drop-Off / Pick-Up Lane Looking at Student Drop-Off Operations during AM Peak Looking northeast along Bus Loading Entrance Looking northeast along Bus Loading Exit Looking at central enter/exit lane that splits the South Student Lot Looking at central enter/exit lane that splits the South Student Lot McHenry West High School McHenry, Illinois APPENDIX B Existing Traffic Count Summaries Gewalt Hamilton Associates Inc.625 Forest Edge DriveVernon Hills, Illinois, United States 60061(847) 478-9700 jopitz@gha-engineers.comCount Name: Crystal Lake at West HS South(Main) AccessSite Code:Start Date: 01/16/2019Page No: 1Turning Movement DataStart TimeCrystal Lake RdCrystal Lake RdCenter (Main) AccessSouthboundNorthboundEastboundThruRightU-TurnPedsApp. TotalLeftThruU-TurnPedsApp. TotalLeftRightU-TurnPedsApp. TotalInt. Total6:30 AM712400951773009061100172026:45 AM56410097351080014312230035275Hourly Total12765001925218100233183400524777:00 AM57990015611313200245356200974987:15 AM681440021210983001925366001195237:30 AM681400825650070221400361887:45 AM741007521020010410001180Hourly Total26725800525229382006111111420025313898:00 AM56000561810082000101388:15 AM58500632830085000001488:30 AM80100812840086000001678:45 AM10510010611350013601001243Hourly Total299700306638300389010116969:00 AM80100811860087100011699:15 AM7320075067006730033145*** BREAK ***----------------Hourly Total153300156115300154400343142:00 PM821008338300869901181872:15 PM884009229900101200021952:30 PM10817001251111000121220042502:45 PM932400117610700113708008150380Hourly Total3714600417223990042183910917410123:00 PM121602127597001027074021443733:15 PM1372001392121001236500112733:30 PM14070014741230012771100182923:45 PM1328001405157001621180119321Hourly Total5302302553164980051494980319212594:00 PM14370015071640017113701203414:15 PM14422001661913400153252200473664:30 PM14612001581917100190231900423904:45 PM13610001461016300173790116335Hourly Total5695100620556320068768570212514325:00 PM15813001711713200149122000323525:15 PM119140013315176001917600133375:30 PM140140015461540016011300143285:45 PM1085001131013600146750012271Hourly Total52546005714859800646373400711288Grand Total284149902334042932260036554154570188727867Approach %85.114.90.0--11.788.30.0--47.652.40.0---Total %36.16.30.0-42.55.541.00.0-46.55.35.80.0-11.1-Lights27624990-326142731520-35794084510-8597699 % Lights97.2100.0--97.699.597.7--97.998.398.7--98.597.9Buses4400-442510-53760-13110% Buses1.50.0--1.30.51.6--1.51.71.3--1.51.4Single-Unit Trucks2700-270180-18000-045% Single-Unit Trucks1.00.0--0.80.00.6--0.50.00.0--0.00.6Articulated Trucks800-8050-5000-013% Articulated Trucks0.30.0--0.20.00.2--0.10.00.0--0.00.2Pedestrians---2----0----18--% Pedestrians---100.0---------100.0-- Gewalt Hamilton Associates Inc.625 Forest Edge DriveVernon Hills, Illinois, United States 60061(847) 478-9700 jopitz@gha-engineers.comCount Name: Crystal Lake at West HS South(Main) AccessSite Code:Start Date: 01/16/2019Page No: 4Turning Movement Peak Hour Data (6:30 AM)Start TimeCrystal Lake RdCrystal Lake RdCenter (Main) AccessSouthboundNorthboundEastboundThruRightU-TurnPedsApp. TotalLeftThruU-TurnPedsApp. TotalLeftRightU-TurnPedsApp. TotalInt. Total6:30 AM712400951773009061100172026:45 AM564100973510800143122300352757:00 AM57990015611313200245356200974987:15 AM68144002121098300192536600119523Total2523080056027439600670106162002681498Approach %45.055.00.0--40.959.10.0--39.660.40.0---Total %16.820.60.0-37.418.326.40.0-44.77.110.80.0-17.9-PHF0.8870.5350.000-0.6600.6060.7500.000-0.6840.5000.6140.000-0.5630.716Lights2413080-5492743840-6581061600-2661473% Lights95.6100.0--98.0100.097.0--98.2100.098.8--99.398.3Buses800-8090-9020-219% Buses3.20.0--1.40.02.3--1.30.01.2--0.71.3Single-Unit Trucks000-0030-3000-03% Single-Unit Trucks0.00.0--0.00.00.8--0.40.00.0--0.00.2Articulated Trucks300-3000-0000-03% Articulated Trucks1.20.0--0.50.00.0--0.00.00.0--0.00.2Pedestrians---0----0----0--% Pedestrians---------------- Gewalt Hamilton Associates Inc.625 Forest Edge DriveVernon Hills, Illinois, United States 60061(847) 478-9700 jopitz@gha-engineers.comCount Name: Crystal Lake at West HS South(Main) AccessSite Code:Start Date: 01/16/2019Page No: 6Turning Movement Peak Hour Data (2:30 PM)Start TimeCrystal Lake RdCrystal Lake RdCenter (Main) AccessSouthboundNorthboundEastboundThruRightU-TurnPedsApp. TotalLeftThruU-TurnPedsApp. TotalLeftRightU-TurnPedsApp. TotalInt. Total2:30 PM10817001251111000121220042502:45 PM9324001176107001137080081503803:00 PM121602127597001027074021443733:15 PM137200139212100123650011273Total459490250824435004591481610103091276Approach %90.49.60.0--5.294.80.0--47.952.10.0---Total %36.03.80.0-39.81.934.10.0-36.011.612.60.0-24.2-PHF0.8380.5100.000-0.9140.5450.8990.000-0.9330.5290.5030.000-0.5150.839Lights445490-494234180-4411471600-3071242% Lights96.9100.0--97.295.896.1--96.199.399.4--99.497.3Buses700-7180-9110-218% Buses1.50.0--1.44.21.8--2.00.70.6--0.61.4Single-Unit Trucks600-6070-7000-013% Single-Unit Trucks1.30.0--1.20.01.6--1.50.00.0--0.01.0Articulated Trucks100-1020-2000-03% Articulated Trucks0.20.0--0.20.00.5--0.40.00.0--0.00.2Pedestrians---2----0----10--% Pedestrians---100.0---------100.0-- Gewalt Hamilton Associates Inc.625 Forest Edge DriveVernon Hills, Illinois, United States 60061(847) 478-9700 jopitz@gha-engineers.comCount Name: Crystal Lake at West HS South(Main) AccessSite Code:Start Date: 01/16/2019Page No: 8Turning Movement Peak Hour Data (4:30 PM)Start TimeCrystal Lake RdCrystal Lake RdCenter (Main) AccessSouthboundNorthboundEastboundThruRightU-TurnPedsApp. TotalLeftThruU-TurnPedsApp. TotalLeftRightU-TurnPedsApp. TotalInt. Total4:30 PM14612001581917100190231900423904:45 PM136100014610163001737901163355:00 PM15813001711713200149122000323525:15 PM11914001331517600191760013337Total559490060861642007034954011031414Approach %91.98.10.0--8.791.30.0--47.652.40.0---Total %39.53.50.0-43.04.345.40.0-49.73.53.80.0-7.3-PHF0.8840.8750.000-0.8890.8030.9120.000-0.9200.5330.6750.000-0.6130.906Lights554490-603606380-69849530-1021403% Lights99.1100.0--99.298.499.4--99.3100.098.1--99.099.2Buses200-2120-3010-16% Buses0.40.0--0.31.60.3--0.40.01.9--1.00.4Single-Unit Trucks300-3020-2000-05% Single-Unit Trucks0.50.0--0.50.00.3--0.30.00.0--0.00.4Articulated Trucks000-0000-0000-00% Articulated Trucks0.00.0--0.00.00.0--0.00.00.0--0.00.0Pedestrians---0----0----1--% Pedestrians-------------100.0-- Gewalt Hamilton Associates Inc.625 Forest Edge DriveVernon Hills, Illinois, United States 60061(847) 478-9700 jopitz@gha-engineers.comCount Name: Crystal Lake/DartmoorSite Code:Start Date: 01/16/2019Page No: 1Turning Movement DataStart TimeCrystal Lake RdDartmoorCrystal Lake RdDartmoorSouthboundWestboundNorthboundEastboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total6:30 AM4842009052150022243000452401700411986:45 AM966700824026003027510078403110054244Hourly Total131509001729241005241181001236432800954427:00 AM1310414031315247005451322001396811200814057:15 AM199027011365339004728300085570900663347:30 AM7778009241130018640200481511500311897:45 AM26751075701600231682007116060022191Hourly Total41338541443421611500142143236003431562420020011198:00 AM2603006500100010254100571621400321648:15 AM2527016122140018062100631101300241668:30 AM380100846190016157000581121500281868:45 AM98990010732170022997200108211130035272Hourly Total1628120013171155000661227040028659555001197889:00 AM7651200844410001856840077141700222019:15 AM8541200742080010447000519080117152*** BREAK ***-------------------------Hourly Total1511924001586418002891154001282311501393532:00 PM10671601931012001337300076100200121942:15 PM6729008721400737700080160200181922:30 PM127722001112113001628820092131600202392:45 PM29973104157221300173942009914460224297Hourly Total57313780544874420053113324003475351602749223:00 PM251403501420041110116107830091125601233303:15 PM238624011331218002158760098164800282803:30 PM18113270015820800106115200123801000183093:45 PM161022100139441900271113920015212080020338Hourly Total8244110701563011756017432419130046448932018912574:00 PM2510423001523210001511136700154202202243454:15 PM25112250016233170023161066001283121000433564:30 PM151033500153412400299143500157191700273664:45 PM19993000148131300171313860015716160023345Hourly Total8441811300615119640084495232400596866250211714125:00 PM231193301175111300159111400124244700353495:15 PM22772500124102200238145800161261800353435:30 PM26753500136211200156132200140201600273185:45 PM19602400103151800241210410011723060029273Hourly Total90331117015385765007735492150054293627001261283Grand Total3982391522126331281444510157616625927100282958237240068597576Approach %12.072.215.80.0--14.17.678.30.0--5.991.62.50.0--67.84.327.90.0---Total %5.331.66.90.0-43.71.10.66.00.0-7.62.234.20.90.0-37.37.70.53.20.0-11.3- Lights38923265131-322976414430-5601622538690-2769566352390-8407398% Lights97.797.398.3100.0-97.593.893.298.2--97.297.697.997.2--97.997.394.699.6--97.897.7Buses83770-524160-1123510-3814110-16117% Buses2.01.51.30.0-1.64.92.31.3--1.91.21.41.4--1.32.42.70.4--1.91.5Single-Unit Trucks02120-230210-321200-142100-343% Single-UnitTrucks0.00.90.40.0-0.70.04.50.2--0.51.20.50.0--0.50.32.70.0--0.30.6Articulated Trucks1700-81010-20710-80000-018% ArticulatedTrucks0.30.30.00.0-0.21.20.00.2--0.30.00.31.4--0.30.00.00.0--0.00.2Pedestrians----26-----1-----0-----6--% Pedestrians----100.0-----100.0-----------100.0-- Gewalt Hamilton Associates Inc.625 Forest Edge DriveVernon Hills, Illinois, United States 60061(847) 478-9700 jopitz@gha-engineers.comCount Name: Crystal Lake/DartmoorSite Code:Start Date: 01/16/2019Page No: 4Turning Movement Peak Hour Data (6:30 AM)Start TimeCrystal Lake RdDartmoorCrystal Lake RdDartmoorSouthboundWestboundNorthboundEastboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total6:30 AM4842009052150022243000452401700411986:45 AM9667008240260030275100784031100542447:00 AM1310414031315247005451322001396811200814057:15 AM19902701136533900472830008557090066334Total4534450044391971270015311333300347189449002421181Approach %10.378.411.40.0--12.44.683.00.0--3.296.00.90.0--78.11.720.20.0---Total %3.829.14.20.0-37.21.60.610.80.0-13.00.928.20.30.0-29.416.00.34.10.0-20.5-PHF0.5920.8270.4630.000-0.8070.9500.5830.6760.000-0.7080.5500.6310.3750.000-0.6240.6950.3330.7210.000-0.7470.729Lights43331490-4231871250-1501132530-3391864490-2391151% Lights95.696.298.0--96.494.7100.098.4--98.0100.097.6100.0--97.798.4100.0100.0--98.897.5Buses2810-111020-30500-53000-322% Buses4.42.32.0--2.55.30.01.6--2.00.01.50.0--1.41.60.00.0--1.21.9Single-Unit Trucks0500-50000-00200-20000-07% Single-UnitTrucks0.01.50.0--1.10.00.00.0--0.00.00.60.0--0.60.00.00.0--0.00.6Articulated Trucks0000-00000-00100-10000-01% ArticulatedTrucks0.00.00.0--0.00.00.00.0--0.00.00.30.0--0.30.00.00.0--0.00.1Pedestrians----4-----0-----0-----0--% Pedestrians----100.0-------------------- Gewalt Hamilton Associates Inc.625 Forest Edge DriveVernon Hills, Illinois, United States 60061(847) 478-9700 jopitz@gha-engineers.comCount Name: Crystal Lake/DartmoorSite Code:Start Date: 01/16/2019Page No: 6Turning Movement Peak Hour Data (2:30 PM)Start TimeCrystal Lake RdDartmoorCrystal Lake RdDartmoorSouthboundWestboundNorthboundEastboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total2:30 PM127722001112113001628820092131600202392:45 PM299731041572213001739420099144602242973:00 PM251403501420041110116107830091125601233303:15 PM23862401133121800215876009816480028280Total894001120196019655017020347130038055142603951146Approach %14.866.618.60.0--12.98.678.60.0--5.391.33.40.0--57.914.727.40.0---Total %7.834.99.80.0-52.40.80.54.80.0-6.11.730.31.10.0-33.24.81.22.30.0-8.3-PHF0.7670.7140.8000.000-0.7510.5630.7500.7640.000-0.8330.5000.9230.5420.000-0.9600.8590.7000.8130.000-0.8480.868Lights863911090-58686530-6719335130-3675314260-931113% Lights96.697.897.3--97.588.9100.096.4--95.795.096.5100.0--96.696.4100.0100.0--97.997.1Buses2320-71010-20500-52000-216% Buses2.20.81.8--1.211.10.01.8--2.90.01.40.0--1.33.60.00.0--2.11.4Single-Unit Trucks0510-60010-11500-60000-013% Single-UnitTrucks0.01.30.9--1.00.00.01.8--1.45.01.40.0--1.60.00.00.0--0.01.1Articulated Trucks1100-20000-00200-20000-04% ArticulatedTrucks1.10.30.0--0.30.00.00.0--0.00.00.60.0--0.50.00.00.0--0.00.3Pedestrians----19-----1-----0-----3--% Pedestrians----100.0-----100.0-----------100.0-- Gewalt Hamilton Associates Inc.625 Forest Edge DriveVernon Hills, Illinois, United States 60061(847) 478-9700 jopitz@gha-engineers.comCount Name: Crystal Lake/DartmoorSite Code:Start Date: 01/16/2019Page No: 8Turning Movement Peak Hour Data (4:30 PM)Start TimeCrystal Lake RdDartmoorCrystal Lake RdDartmoorSouthboundWestboundNorthboundEastboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total4:30 PM151033500153412400299143500157191700273664:45 PM199930001481313001713138600157161600233455:00 PM231193301175111300159111400124244700353495:15 PM2277250012410220023814580016126180035343Total79398123016007572008439537230059985728001201403Approach %13.266.320.50.0--8.36.085.70.0--6.589.63.80.0--70.85.823.30.0---Total %5.628.48.80.0-42.80.50.45.10.0-6.02.838.31.60.0-42.76.10.52.00.0-8.6-PHF0.8590.8360.8790.000-0.8570.4380.4170.7500.000-0.7240.7500.9260.7190.000-0.9300.8170.4380.8750.000-0.8570.958Lights793941230-59675720-8438534230-595846280-1181393% Lights100.099.0100.0--99.3100.0100.0100.0--100.097.499.4100.0--99.398.885.7100.0--98.399.3Buses0300-30000-00300-30000-06% Buses0.00.80.0--0.50.00.00.0--0.00.00.60.0--0.50.00.00.0--0.00.4Single-Unit Trucks0100-10000-01000-11100-24% Single-UnitTrucks0.00.30.0--0.20.00.00.0--0.02.60.00.0--0.21.214.30.0--1.70.3Articulated Trucks0000-00000-00000-00000-00% ArticulatedTrucks0.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.0Pedestrians----1-----0-----0-----0--% Pedestrians----100.0-------------------- Gewalt Hamilton Associates Inc.625 Forest Edge DriveVernon Hills, Illinois, United States 60061(847) 478-9700 jopitz@gha-engineers.comCount Name: Crystal Lake/KensingtonSite Code:Start Date: 01/16/2019Page No: 1Turning Movement DataStart TimeCrystal Lake RdWestbound ApproachCrystal Lake RdKensingtonSouthboundWestboundNorthboundEastboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total6:30 AM081100820000000810008170700141776:45 AM07530078000000014100014130100113232Hourly Total015640016000000002220002221001701274097:00 AM01173001200000001239000240401205163767:15 AM01246001300000003184000187401205163337:30 AM08310084000000068000681060171597:45 AM071100720000001990001005050010182Hourly Total039511004060000005590000595140350114910508:00 AM058000580000003770008050600111498:15 AM05610057000000186000872040061508:30 AM078300810000000790007930900121728:45 AM010030010300000041310001355060011249Hourly Total029270029900000083730003811502500407209:00 AM08210083000000586000912030051799:15 AM0710007100000016300064302015140*** BREAK ***-------------------------Hourly Total0153100154000000614900015550501103192:00 PM08830091000000087000873050181862:15 PM082600880000003990001024040081982:30 PM0104800112000000610900011570611142412:45 PM0159110017000000081130001213030236297Hourly Total043328004610000001740800042517018125369223:00 PM0192170020900000031000001031050763183:15 PM013270013900000001200001204030172663:30 PM015450015900000051260001311060072973:45 PM014170014800000011160000171303006325Hourly Total06193600655000000195060005259017082612064:00 PM014480015200000061580001641010223184:15 PM016080016800000021470001492020043214:30 PM015280016000000061820001881050063544:45 PM014540014900000010157000167405009325Hourly Total06012800629000000246440006688013022113185:00 PM017180017900000061450001511010223325:15 PM012160012700000081860001946020083295:30 PM013660014200000091540001636030093145:45 PM0999001080000006144000150302005263Hourly Total0527290055600000029629000658160802241238Grand Total03176144003320000000108352100036299401381502337182Approach %0.095.74.30.0--0.00.00.00.0--3.097.00.00.0--40.30.059.20.4---Total %0.044.22.00.0-46.20.00.00.00.0-0.01.549.00.00.0-50.51.30.01.90.0-3.2- Lights030991400-32390000-0106344800-35549301331-2277020% Lights-97.697.2--97.6------98.197.9---97.998.9-96.4100.0-97.497.7Buses05020-520000-015200-530020-2107% Buses-1.61.4--1.6------0.91.5---1.50.0-1.40.0-0.91.5Single-Unit Trucks02020-220000-001500-151020-340% Single-UnitTrucks-0.61.4--0.7------0.00.4---0.41.1-1.40.0-1.30.6Articulated Trucks0700-70000-01600-70010-115% ArticulatedTrucks-0.20.0--0.2------0.90.2---0.20.0-0.70.0-0.40.2Pedestrians----0-----0-----0-----50--% Pedestrians----------------------100.0-- Gewalt Hamilton Associates Inc.625 Forest Edge DriveVernon Hills, Illinois, United States 60061(847) 478-9700 jopitz@gha-engineers.comCount Name: Crystal Lake/KensingtonSite Code:Start Date: 01/16/2019Page No: 4Turning Movement Peak Hour Data (6:30 AM)Start TimeCrystal Lake RdWestbound ApproachCrystal Lake RdKensingtonSouthboundWestboundNorthboundEastboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total6:30 AM081100820000000810008170700141776:45 AM075300780000000141000141301001132327:00 AM01173001200000001239000240401205163767:15 AM0124600130000000318400018740120516333Total03971300410000000464500064918041011591118Approach %0.096.83.20.0--0.00.00.00.0--0.699.40.00.0--30.50.069.50.0---Total %0.035.51.20.0-36.70.00.00.00.0-0.00.457.70.00.0-58.11.60.03.70.0-5.3-PHF0.0000.8000.5420.000-0.7880.0000.0000.0000.000-0.0000.3330.6750.0000.000-0.6760.6430.0000.8540.000-0.9220.743Lights0383130-3960000-0363300-636180400-581090% Lights-96.5100.0--96.6------75.098.1---98.0100.0-97.6--98.397.5Buses01000-100000-001000-100010-121% Buses-2.50.0--2.4------0.01.6---1.50.0-2.4--1.71.9Single-Unit Trucks0400-40000-00200-20000-06% Single-UnitTrucks-1.00.0--1.0------0.00.3---0.30.0-0.0--0.00.5Articulated Trucks0000-00000-01000-10000-01% ArticulatedTrucks-0.00.0--0.0------25.00.0---0.20.0-0.0--0.00.1Pedestrians----0-----0-----0-----11--% Pedestrians----------------------100.0-- Gewalt Hamilton Associates Inc.625 Forest Edge DriveVernon Hills, Illinois, United States 60061(847) 478-9700 jopitz@gha-engineers.comCount Name: Crystal Lake/KensingtonSite Code:Start Date: 01/16/2019Page No: 6Turning Movement Peak Hour Data (2:30 PM)Start TimeCrystal Lake RdWestbound ApproachCrystal Lake RdKensingtonSouthboundWestboundNorthboundEastboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total2:30 PM0104800112000000610900011570611142412:45 PM01591100170000000811300012130302362973:00 PM0192170020900000031000001031050763183:15 PM01327001390000000120000120403017266Total058743006300000001744200045915017132331122Approach %0.093.26.80.0--0.00.00.00.0--3.796.30.00.0--45.50.051.53.0---Total %0.052.33.80.0-56.10.00.00.00.0-0.01.539.40.00.0-40.91.30.01.50.1-2.9-PHF0.0000.7640.6320.000-0.7540.0000.0000.0000.000-0.0000.5310.9210.0000.000-0.9480.5360.0000.7080.250-0.5890.882Lights0573420-6150000-01742700-444140161-311090% Lights-97.697.7--97.6------100.096.6---96.793.3-94.1100.0-93.997.1Buses0800-80000-00800-80000-016% Buses-1.40.0--1.3------0.01.8---1.70.0-0.00.0-0.01.4Single-Unit Trucks0410-50000-00400-41010-211% Single-UnitTrucks-0.72.3--0.8------0.00.9---0.96.7-5.90.0-6.11.0Articulated Trucks0200-20000-00300-30000-05% ArticulatedTrucks-0.30.0--0.3------0.00.7---0.70.0-0.00.0-0.00.4Pedestrians----0-----0-----0-----32--% Pedestrians----------------------100.0-- Gewalt Hamilton Associates Inc.625 Forest Edge DriveVernon Hills, Illinois, United States 60061(847) 478-9700 jopitz@gha-engineers.comCount Name: Crystal Lake/KensingtonSite Code:Start Date: 01/16/2019Page No: 8Turning Movement Peak Hour Data (4:30 PM)Start TimeCrystal Lake RdWestbound ApproachCrystal Lake RdKensingtonSouthboundWestboundNorthboundEastboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total4:30 PM015280016000000061820001881050063544:45 PM0145400149000000101570001674050093255:00 PM017180017900000061450001511010223325:15 PM01216001270000008186000194602008329Total05892600615000000306700007001201302251340Approach %0.095.84.20.0--0.00.00.00.0--4.395.70.00.0--48.00.052.00.0---Total %0.044.01.90.0-45.90.00.00.00.0-0.02.250.00.00.0-52.20.90.01.00.0-1.9-PHF0.0000.8610.8130.000-0.8590.0000.0000.0000.000-0.0000.7500.9010.0000.000-0.9020.5000.0000.6500.000-0.6940.946Lights0584260-6100000-03066600-696120130-251331% Lights-99.2100.0--99.2------100.099.4---99.4100.0-100.0--100.099.3Buses0300-30000-00300-30000-06% Buses-0.50.0--0.5------0.00.4---0.40.0-0.0--0.00.4Single-Unit Trucks0200-20000-00100-10000-03% Single-UnitTrucks-0.30.0--0.3------0.00.1---0.10.0-0.0--0.00.2Articulated Trucks0000-00000-00000-00000-00% ArticulatedTrucks-0.00.0--0.0------0.00.0---0.00.0-0.0--0.00.0Pedestrians----0-----0-----0-----2--% Pedestrians----------------------100.0-- Gewalt Hamilton Associates Inc.625 Forest Edge DriveVernon Hills, Illinois, United States 60061(847) 478-9700 jopitz@gha-engineers.comCount Name: Crystal Lake Rd at West HSCenter AccessSite Code:Start Date: 01/16/2019Page No: 1Turning Movement DataStart TimeCrystal Lake RdCrystal Lake RdCenter AccessSouthboundNorthboundEastboundThruRightU-TurnPedsApp. TotalLeftThruU-TurnPedsApp. TotalLeftRightU-TurnPedsApp. TotalInt. Total6:30 AM993001020760076000001786:45 AM92160010851140011900010227Hourly Total1911900210519000195000104057:00 AM168200170016500165000203357:15 AM194300197313500138000003357:30 AM81200830870087000001707:45 AM732007501040010400000179Hourly Total5169005253491004940002010198:00 AM58000580800080000001388:15 AM61500660800080000001468:30 AM81100820810081000001638:45 AM11200011201400014000000252Hourly Total312600318038100381000006999:00 AM76210790861087000001669:15 AM7110072069006900010141*** BREAK ***----------------Hourly Total147310151015510156000103072:00 PM83100840930093000201772:15 PM9200092110500106000001982:30 PM124800132011500115000002472:45 PM13490014331750017800010321Hourly Total4331800451448800492000309433:00 PM127200129016900169000102983:15 PM147100148012600126000002743:30 PM153200155012300123000002783:45 PM14930015201620016200000314Hourly Total5768005840580005800001011644:00 PM148100149017100171000203204:15 PM164600170014400144000003144:30 PM157200159018800188000003474:45 PM14400014401660016600000310Hourly Total6139006220669006690002012915:00 PM177600183014500145000103285:15 PM140400144018400184000003285:30 PM143300146116300164000003105:45 PM11940012301440014400000267Hourly Total5791700596163600637000101233Grand Total3367891034571335901036040001107061Approach %97.42.60.0--0.499.60.0--0.00.00.0---Total %47.71.30.0-49.00.250.80.0-51.00.00.00.0-0.0-Lights3299411-3341335231-3527000-06868 % Lights98.046.1100.0-96.623.198.1100.0-97.9-----97.3Buses45450-9010510-61000-0151% Buses1.350.60.0-2.676.91.40.0-1.7-----2.1Single-Unit Trucks1620-180160-16000-034% Single-Unit Trucks0.52.20.0-0.50.00.40.0-0.4-----0.5Articulated Trucks710-8000-0000-08% Articulated Trucks0.21.10.0-0.20.00.00.0-0.0-----0.1Pedestrians---0----0----11--% Pedestrians-------------100.0-- Gewalt Hamilton Associates Inc.625 Forest Edge DriveVernon Hills, Illinois, United States 60061(847) 478-9700 jopitz@gha-engineers.comCount Name: Crystal Lake Rd at West HSCenter AccessSite Code:Start Date: 01/16/2019Page No: 4Turning Movement Peak Hour Data (6:30 AM)Start TimeCrystal Lake RdCrystal Lake RdCenter AccessSouthboundNorthboundEastboundThruRightU-TurnPedsApp. TotalLeftThruU-TurnPedsApp. TotalLeftRightU-TurnPedsApp. TotalInt. Total6:30 AM993001020760076000001786:45 AM921600108511400119000102277:00 AM168200170016500165000203357:15 AM19430019731350013800000335Total5532400577849000498000301075Approach %95.84.20.0--1.698.40.0--0.00.00.0---Total %51.42.20.0-53.70.745.60.0-46.30.00.00.0-0.0-PHF0.7130.3750.000-0.7320.4000.7420.000-0.7550.0000.0000.000-0.0000.802Lights544110-55514860-487000-01042% Lights98.445.8--96.212.599.2--97.8-----96.9Buses8130-21730-10000-031% Buses1.454.2--3.687.50.6--2.0-----2.9Single-Unit Trucks100-1010-1000-02% Single-Unit Trucks0.20.0--0.20.00.2--0.2-----0.2Articulated Trucks000-0000-0000-00% Articulated Trucks0.00.0--0.00.00.0--0.0-----0.0Pedestrians---0----0----3--% Pedestrians-------------100.0-- Gewalt Hamilton Associates Inc.625 Forest Edge DriveVernon Hills, Illinois, United States 60061(847) 478-9700 jopitz@gha-engineers.comCount Name: Crystal Lake Rd at West HSCenter AccessSite Code:Start Date: 01/16/2019Page No: 6Turning Movement Peak Hour Data (2:30 PM)Start TimeCrystal Lake RdCrystal Lake RdCenter AccessSouthboundNorthboundEastboundThruRightU-TurnPedsApp. TotalLeftThruU-TurnPedsApp. TotalLeftRightU-TurnPedsApp. TotalInt. Total2:30 PM124800132011500115000002472:45 PM134900143317500178000103213:00 PM127200129016900169000102983:15 PM14710014801260012600000274Total5322000552358500588000201140Approach %96.43.60.0--0.599.50.0--0.00.00.0---Total %46.71.80.0-48.40.351.30.0-51.60.00.00.0-0.0-PHF0.9050.5560.000-0.9320.2500.8360.000-0.8260.0000.0000.000-0.0000.888Lights52030-52305730-573000-01096% Lights97.715.0--94.70.097.9--97.4-----96.1Buses6170-23350-8000-031% Buses1.185.0--4.2100.00.9--1.4-----2.7Single-Unit Trucks400-4070-7000-011% Single-Unit Trucks0.80.0--0.70.01.2--1.2-----1.0Articulated Trucks200-2000-0000-02% Articulated Trucks0.40.0--0.40.00.0--0.0-----0.2Pedestrians---0----0----2--% Pedestrians-------------100.0-- Gewalt Hamilton Associates Inc.625 Forest Edge DriveVernon Hills, Illinois, United States 60061(847) 478-9700 jopitz@gha-engineers.comCount Name: Crystal Lake Rd at West HSCenter AccessSite Code:Start Date: 01/16/2019Page No: 8Turning Movement Peak Hour Data (4:30 PM)Start TimeCrystal Lake RdCrystal Lake RdCenter AccessSouthboundNorthboundEastboundThruRightU-TurnPedsApp. TotalLeftThruU-TurnPedsApp. TotalLeftRightU-TurnPedsApp. TotalInt. Total4:30 PM157200159018800188000003474:45 PM144000144016600166000003105:00 PM177600183014500145000103285:15 PM14040014401840018400000328Total6181200630068300683000101313Approach %98.11.90.0--0.0100.00.0--0.00.00.0---Total %47.10.90.0-48.00.052.00.0-52.00.00.00.0-0.0-PHF0.8730.5000.000-0.8610.0000.9080.000-0.9080.0000.0000.000-0.0000.946Lights614110-62506800-680000-01305% Lights99.491.7--99.2-99.6--99.6-----99.4Buses210-3030-3000-06% Buses0.38.3--0.5-0.4--0.4-----0.5Single-Unit Trucks200-2000-0000-02% Single-Unit Trucks0.30.0--0.3-0.0--0.0-----0.2Articulated Trucks000-0000-0000-00% Articulated Trucks0.00.0--0.0-0.0--0.0-----0.0Pedestrians---0----0----1--% Pedestrians-------------100.0-- Gewalt Hamilton Associates Inc.625 Forest Edge DriveVernon Hills, Illinois, United States 60061(847) 478-9700 jopitz@gha-engineers.comCount Name: Crystal Lake Rd at West HS NorthAccessSite Code:Start Date: 01/16/2019Page No: 1Turning Movement DataStart TimeCrystal Lake RdCrystal Lake RdNorth AccessSouthboundNorthboundEastboundThruRightU-TurnPedsApp. TotalLeftThruU-TurnPedsApp. TotalLeftRightU-TurnPedsApp. TotalInt. Total6:30 AM1058001135740079220041966:45 AM112170012917970011403013246Hourly Total21725002422217100193250174427:00 AM17536002113413000164400443797:15 AM19826002241213300145410010143837:30 AM836008948700914601101907:45 AM762007801080010822024190Hourly Total5327000602504580050814180173211428:00 AM60200621830084200121488:15 AM69400734790083330061628:30 AM85400890800080330061758:45 AM10840011241420014625007265Hourly Total3221400336938400393101101217509:00 AM76200781880089230051729:15 AM7420076072007230023151*** BREAK ***----------------Hourly Total150400154116000161530283232:00 PM78200803920095450291842:15 PM9220094110500106600062062:30 PM134500139111100112230052562:45 PM137900146218000182750512340Hourly Total4411800459748800495191307329863:00 PM110200112216300165122203343113:15 PM14230014511280012915600212953:30 PM1532001550124001246600122913:45 PM1462001481174001758100618341Hourly Total5519005604589005934144098512384:00 PM14720014901820018291002193504:15 PM16160016711530015471100183394:30 PM158200160318700190340173574:45 PM14830015101670016720002320Hourly Total61413006274689006932125034613665:00 PM180000180015400154240163405:15 PM147200149018500185520073415:30 PM144100145116910171320053215:45 PM12400012401450014513004273Hourly Total595300598165310655111101221275Grand Total34221560035789835921036911231300412537522Approach %95.64.40.0--2.797.30.0--48.651.40.0---Total %45.52.10.0-47.61.347.80.0-49.11.61.70.0-3.4-Lights32981550-34539435171-36121201240-2447309 % Lights96.499.4--96.595.997.9100.0-97.997.695.4--96.497.2Buses9310-943520-55340-7156% Buses2.70.6--2.63.11.40.0-1.52.43.1--2.82.1Single-Unit Trucks2400-241170-18020-244% Single-Unit Trucks0.70.0--0.71.00.50.0-0.50.01.5--0.80.6Articulated Trucks700-7060-6000-013% Articulated Trucks0.20.0--0.20.00.20.0-0.20.00.0--0.00.2Pedestrians---0----0----41--% Pedestrians-------------100.0-- Gewalt Hamilton Associates Inc.625 Forest Edge DriveVernon Hills, Illinois, United States 60061(847) 478-9700 jopitz@gha-engineers.comCount Name: Crystal Lake Rd at West HS NorthAccessSite Code:Start Date: 01/16/2019Page No: 4Turning Movement Peak Hour Data (6:30 AM)Start TimeCrystal Lake RdCrystal Lake RdNorth AccessSouthboundNorthboundEastboundThruRightU-TurnPedsApp. TotalLeftThruU-TurnPedsApp. TotalLeftRightU-TurnPedsApp. TotalInt. Total6:30 AM1058001135740079220041966:45 AM1121700129179700114030132467:00 AM17536002113413000164400443797:15 AM1982600224121330014541001014383Total590870067768434005021015015251204Approach %87.112.90.0--13.586.50.0--40.060.00.0---Total %49.07.20.0-56.25.636.00.0-41.70.81.20.0-2.1-PHF0.7450.6040.000-0.7560.5000.8160.000-0.7650.6250.3750.000-0.4460.786Lights565870-652684270-49510140-241171% Lights95.8100.0--96.3100.098.4--98.6100.093.3--96.097.3Buses2000-20040-4010-125% Buses3.40.0--3.00.00.9--0.80.06.7--4.02.1Single-Unit Trucks500-5030-3000-08% Single-Unit Trucks0.80.0--0.70.00.7--0.60.00.0--0.00.7Articulated Trucks000-0000-0000-00% Articulated Trucks0.00.0--0.00.00.0--0.00.00.0--0.00.0Pedestrians---0----0----15--% Pedestrians-------------100.0-- Gewalt Hamilton Associates Inc.625 Forest Edge DriveVernon Hills, Illinois, United States 60061(847) 478-9700 jopitz@gha-engineers.comCount Name: Crystal Lake Rd at West HS NorthAccessSite Code:Start Date: 01/16/2019Page No: 6Turning Movement Peak Hour Data (2:30 PM)Start TimeCrystal Lake RdCrystal Lake RdNorth AccessSouthboundNorthboundEastboundThruRightU-TurnPedsApp. TotalLeftThruU-TurnPedsApp. TotalLeftRightU-TurnPedsApp. TotalInt. Total2:30 PM134500139111100112230052562:45 PM1379001462180001827505123403:00 PM110200112216300165122203343113:15 PM1423001451128001291560021295Total5231900542658200588363608721202Approach %96.53.50.0--1.099.00.0--50.050.00.0---Total %43.51.60.0-45.10.548.40.0-48.93.03.00.0-6.0-PHF0.9210.5280.000-0.9280.7500.8080.000-0.8080.6000.4090.000-0.5290.884Lights492190-51165680-57436350-711156% Lights94.1100.0--94.3100.097.6--97.6100.097.2--98.696.2Buses2400-24050-5000-029% Buses4.60.0--4.40.00.9--0.90.00.0--0.02.4Single-Unit Trucks500-5070-7010-113% Single-Unit Trucks1.00.0--0.90.01.2--1.20.02.8--1.41.1Articulated Trucks200-2020-2000-04% Articulated Trucks0.40.0--0.40.00.3--0.30.00.0--0.00.3Pedestrians---0----0----8--% Pedestrians-------------100.0-- Gewalt Hamilton Associates Inc.625 Forest Edge DriveVernon Hills, Illinois, United States 60061(847) 478-9700 jopitz@gha-engineers.comCount Name: Crystal Lake Rd at West HS NorthAccessSite Code:Start Date: 01/16/2019Page No: 8Turning Movement Peak Hour Data (4:30 PM)Start TimeCrystal Lake RdCrystal Lake RdNorth AccessSouthboundNorthboundEastboundThruRightU-TurnPedsApp. TotalLeftThruU-TurnPedsApp. TotalLeftRightU-TurnPedsApp. TotalInt. Total4:30 PM158200160318700190340173574:45 PM148300151016700167200023205:00 PM180000180015400154240163405:15 PM14720014901850018552007341Total633700640369300696121002221358Approach %98.91.10.0--0.499.60.0--54.545.50.0---Total %46.60.50.0-47.10.251.00.0-51.30.90.70.0-1.6-PHF0.8790.5830.000-0.8890.2500.9260.000-0.9160.6000.6250.000-0.7860.951Lights62970-63636900-6931290-211350% Lights99.4100.0--99.4100.099.6--99.6100.090.0--95.599.4Buses200-2020-2010-15% Buses0.30.0--0.30.00.3--0.30.010.0--4.50.4Single-Unit Trucks200-2010-1000-03% Single-Unit Trucks0.30.0--0.30.00.1--0.10.00.0--0.00.2Articulated Trucks000-0000-0000-00% Articulated Trucks0.00.0--0.00.00.0--0.00.00.0--0.00.0Pedestrians---0----0----2--% Pedestrians-------------100.0-- Gewalt Hamilton Associates Inc.625 Forest Edge DriveVernon Hills, Illinois, United States 60061(847) 478-9700 jopitz@gha-engineers.comCount Name: Crystal Lake/RoyalSite Code:Start Date: 01/16/2019Page No: 1Turning Movement DataStart TimeCrystal Lake RdAccessCrystal Lake RdFront RoyalSouthboundWestboundNorthboundEastboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total6:30 AM19070098001001666000721302600392106:45 AM19870010600000078700094180340152252Hourly Total21881400204001001131530001663106001914627:00 AM214890015900000071030001102906003893587:15 AM114970015710000191291001392307201953927:30 AM358120073100001979000883103000612237:45 AM1631100750000001488000102200160236213Hourly Total741839004642000023939910043910301780628111868:00 AM24990060000000677000832001601361798:15 AM06060066200002976000852101000311848:30 AM067110078100001774000812401900432038:45 AM6801301990010118128001136190260045281Hourly Total825639013033010143035500138584071011558479:00 AM55870070010001680100871811800371959:15 AM361100074000000135500068190140033175*** BREAK ***-------------------------Hourly Total81191700144010001191351001553713200703702:00 PM1632600903130071782001992301301362322:15 PM17518009400400412920001042712000482502:30 PM0123230014620200418960001142001800383022:45 PM21281900149002012391472011884801601964403Hourly Total43898600479511101178641720250511816702018611873:00 PM1911900111203005391490001884211905623663:15 PM21172400143201003241190001432601900453343:30 PM11272400152103004191110001303602508613473:45 PM1126240015111000221149000170240200444367Hourly Total54619100557617001410352800063112818301721214144:00 PM11372600164103004321640001963601501514154:15 PM11381900158301004241321001572202402463654:30 PM21401800160300003291681101992301401373994:45 PM1135180015400000024148000172290210050376Hourly Total5550810063670400111096122107241100740418415555:00 PM11522300176001001201260001462612301503735:15 PM31312900163001001261680001942301700403985:30 PM2132190015300100127145000172250900343605:45 PM010716001230010011513400014914190024297Hourly Total652287006150040048857300066188258011481428Grand Total45290345401340223328025448731726133666699562305013278449Approach %1.385.313.30.0--42.65.651.90.0--13.386.50.20.0--52.70.446.90.0---Total %0.534.45.40.0-40.30.30.00.30.0-0.65.837.50.10.0-43.48.30.17.40.0-15.7- Lights4328014390-3283233280-54477310761-359166756040-12768204% Lights95.696.596.7--96.5100.0100.0100.0--100.097.998.0100.0100.0-98.095.4100.097.0--96.297.1Buses27470-830000-084700-55180140-32170% Buses4.42.51.5--2.40.00.00.0--0.01.61.50.00.0-1.52.60.02.2--2.42.0Single-Unit Trucks02150-260000-011500-1611040-1557% Single-UnitTrucks0.00.71.1--0.80.00.00.0--0.00.20.50.00.0-0.41.60.00.6--1.10.7Articulated Trucks0730-100000-01300-43010-418% ArticulatedTrucks0.00.20.7--0.30.00.00.0--0.00.20.10.00.0-0.10.40.00.2--0.30.2Pedestrians----1-----2-----3-----50--% Pedestrians----100.0-----100.0-----100.0-----100.0-- Gewalt Hamilton Associates Inc.625 Forest Edge DriveVernon Hills, Illinois, United States 60061(847) 478-9700 jopitz@gha-engineers.comCount Name: Crystal Lake/RoyalSite Code:Start Date: 01/16/2019Page No: 4Turning Movement Peak Hour Data (6:30 AM)Start TimeCrystal Lake RdAccessCrystal Lake RdFront RoyalSouthboundWestboundNorthboundEastboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total6:30 AM19070098001001666000721302600392106:45 AM198700106000000787000941803401522527:00 AM214890015900000071030001102906003893587:15 AM11497001571000019129100139230720195392Total5485300052010100229385100415830192052751212Approach %1.093.35.80.0--50.00.050.00.0--7.092.80.20.0--30.20.069.80.0---Total %0.440.02.50.0-42.90.10.00.10.0-0.22.431.80.10.0-34.26.80.015.80.0-22.7-PHF0.6250.8140.8330.000-0.8180.2500.0000.2500.000-0.5000.8060.7460.2500.000-0.7460.7160.0000.6670.000-0.7240.773Lights5465270-4971010-22938010-4107601870-2631172% Lights100.095.990.0--95.6100.0-100.0--100.0100.098.7100.0--98.891.6-97.4--95.696.7Buses01710-180000-00300-36050-1132% Buses0.03.53.3--3.50.0-0.0--0.00.00.80.0--0.77.2-2.6--4.02.6Single-Unit Trucks0320-50000-00200-21000-18% Single-UnitTrucks0.00.66.7--1.00.0-0.0--0.00.00.50.0--0.51.2-0.0--0.40.7Articulated Trucks0000-00000-00000-00000-00% ArticulatedTrucks0.00.00.0--0.00.0-0.0--0.00.00.00.0--0.00.0-0.0--0.00.0Pedestrians----0-----0-----0-----5--% Pedestrians----------------------100.0-- Gewalt Hamilton Associates Inc.625 Forest Edge DriveVernon Hills, Illinois, United States 60061(847) 478-9700 jopitz@gha-engineers.comCount Name: Crystal Lake/RoyalSite Code:Start Date: 01/16/2019Page No: 6Turning Movement Peak Hour Data (2:30 PM)Start TimeCrystal Lake RdAccessCrystal Lake RdFront RoyalSouthboundWestboundNorthboundEastboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total2:30 PM0123230014620200418960001142001800383022:45 PM212819001490020123914720118848016019644033:00 PM1911900111203005391490001884211905623663:15 PM2117240014320100324119000143260190045334Total5459850054960801141205112016331361720242091405Approach %0.983.615.50.0--42.90.057.10.0--19.080.70.30.0--65.10.534.40.0---Total %0.432.76.00.0-39.10.40.00.60.0-1.08.536.40.10.0-45.19.70.15.10.0-14.9-PHF0.6250.8960.8850.000-0.9210.7500.0000.6670.000-0.7000.7690.8570.2500.000-0.8420.7080.2500.9470.000-0.8160.872Lights5436830-5246080-1411949920-6201271650-1931351% Lights100.095.097.6--95.4100.0-100.0--100.099.297.7100.0--97.993.4100.090.3--92.396.2Buses01910-200000-00500-58050-1338% Buses0.04.11.2--3.60.0-0.0--0.00.01.00.0--0.85.90.06.9--6.22.7Single-Unit Trucks0300-30000-01700-81010-213% Single-UnitTrucks0.00.70.0--0.50.0-0.0--0.00.81.40.0--1.30.70.01.4--1.00.9Articulated Trucks0110-20000-00000-00010-13% ArticulatedTrucks0.00.21.2--0.40.0-0.0--0.00.00.00.0--0.00.00.01.4--0.50.2Pedestrians----0-----1-----1-----24--% Pedestrians----------100.0-----100.0-----100.0-- Gewalt Hamilton Associates Inc.625 Forest Edge DriveVernon Hills, Illinois, United States 60061(847) 478-9700 jopitz@gha-engineers.comCount Name: Crystal Lake/RoyalSite Code:Start Date: 01/16/2019Page No: 8Turning Movement Peak Hour Data (4:30 PM)Start TimeCrystal Lake RdAccessCrystal Lake RdFront RoyalSouthboundWestboundNorthboundEastboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total4:30 PM21401800160300003291681101992301401373994:45 PM11351800154000000241480001722902100503765:00 PM11522300176001001201260001462612301503735:15 PM3131290016300100126168000194230170040398Total7558880065330200599610110711101175021771546Approach %1.185.513.50.0--60.00.040.00.0--13.985.80.10.1--57.10.642.40.0---Total %0.536.15.70.0-42.20.20.00.10.0-0.36.439.50.10.1-46.06.50.14.90.0-11.4-PHF0.5830.9180.7590.000-0.9280.2500.0000.5000.000-0.4170.8530.9080.2500.250-0.8930.8710.2500.8150.000-0.8850.969Lights7554860-6473020-59860611-7061011750-1771535% Lights100.099.397.7--99.1100.0-100.0--100.099.099.3100.0100.0-99.3100.0100.0100.0--100.099.3Buses0200-20000-01200-30000-05% Buses0.00.40.0--0.30.0-0.0--0.01.00.30.00.0-0.40.00.00.0--0.00.3Single-Unit Trucks0220-40000-00200-20000-06% Single-UnitTrucks0.00.42.3--0.60.0-0.0--0.00.00.30.00.0-0.30.00.00.0--0.00.4Articulated Trucks0000-00000-00000-00000-00% ArticulatedTrucks0.00.00.0--0.00.0-0.0--0.00.00.00.00.0-0.00.00.00.0--0.00.0Pedestrians----0-----0-----0-----2--% Pedestrians----------------------100.0-- Gewalt Hamilton Associates Inc.625 Forest Edge DriveVernon Hills, Illinois, United States 60061(847) 478-9700 jopitz@gha-engineers.comCount Name: Oakwood Dr/West HS Bus ExitSite Code:Start Date: 01/16/2019Page No: 1Turning Movement DataStart TimeOakwood DrBus ExitOakwood DrSouthboundWestboundNorthboundLeftThruU-TurnPedsApp. TotalLeftRightU-TurnPedsApp. TotalThruRightU-TurnPedsApp. TotalInt. Total6:30 AM01001000001500015166:45 AM040040100010130001327Hourly Total0500501000102800028437:00 AM04004040041900019277:15 AM05005350082000020337:30 AM02002020021300113177:45 AM0700700000160001623Hourly Total0180018311001468001681008:00 AM06006000001600016228:15 AM06006030031400014238:30 AM05005020022000020278:45 AM0500500000110001116Hourly Total0220022050056100061889:00 AM050050000080018139:15 AM011001101001110001123*** BREAK ***----------------Hourly Total0160016010011900119362:00 PM01800180000060016242:15 PM0170017000001100011282:30 PM0170017110021900019382:45 PM01901190160116190021954Hourly Total0710171117011855003551443:00 PM018011841102151600016493:15 PM0210521010011500015373:30 PM0160016070071100011343:45 PM0240024100319000934Hourly Total0790679519052451000511544:00 PM01200120100190009224:15 PM0140214020021800018344:30 PM01800180000090009274:45 PM013001300000130001326Hourly Total05702570300349000491095:00 PM0170117010011500015335:15 PM02000200000070007275:30 PM01700170000090009265:45 PM0100010000005000515Hourly Total0640164010013600036101Grand Total03320103329670676367005367775Approach %0.0100.00.0--11.888.20.0--100.00.00.0---Total %0.042.80.0-42.81.28.60.0-9.847.40.00.0-47.4-Lights03200-3206310-3735700-357714 % Lights-96.4--96.466.746.3--48.797.3---97.392.1Buses090-93360-39700-755% Buses-2.7--2.733.353.7--51.31.9---1.97.1Single-Unit Trucks030-3000-0300-36% Single-Unit Trucks-0.9--0.90.00.0--0.00.8---0.80.8Articulated Trucks000-0000-0000-00% Articulated Trucks-0.0--0.00.00.0--0.00.0---0.00.0Pedestrians---10----6----5--% Pedestrians---100.0----100.0----100.0-- Gewalt Hamilton Associates Inc.625 Forest Edge DriveVernon Hills, Illinois, United States 60061(847) 478-9700 jopitz@gha-engineers.comCount Name: Oakwood Dr/West HS Bus ExitSite Code:Start Date: 01/16/2019Page No: 4Turning Movement Peak Hour Data (6:30 AM)Start TimeOakwood DrBus ExitOakwood DrSouthboundWestboundNorthboundLeftThruU-TurnPedsApp. TotalLeftRightU-TurnPedsApp. TotalThruRightU-TurnPedsApp. TotalInt. Total6:30 AM01001000001500015166:45 AM0400401000101300013277:00 AM04004040041900019277:15 AM0500535008200002033Total014001431900226700067103Approach %0.0100.00.0--13.686.40.0--100.00.00.0---Total %0.013.60.0-13.62.918.40.0-21.465.00.00.0-65.0-PHF0.0000.7000.000-0.7000.2500.4750.000-0.5500.8380.0000.000-0.8380.780Lights0130-13240-66700-6786% Lights-92.9--92.966.721.1--27.3100.0---100.083.5Buses010-11150-16000-017% Buses-7.1--7.133.378.9--72.70.0---0.016.5Single-Unit Trucks000-0000-0000-00% Single-Unit Trucks-0.0--0.00.00.0--0.00.0---0.00.0Articulated Trucks000-0000-0000-00% Articulated Trucks-0.0--0.00.00.0--0.00.0---0.00.0Pedestrians---0----0----0--% Pedestrians---------------- Gewalt Hamilton Associates Inc.625 Forest Edge DriveVernon Hills, Illinois, United States 60061(847) 478-9700 jopitz@gha-engineers.comCount Name: Oakwood Dr/West HS Bus ExitSite Code:Start Date: 01/16/2019Page No: 6Turning Movement Peak Hour Data (2:30 PM)Start TimeOakwood DrBus ExitOakwood DrSouthboundWestboundNorthboundLeftThruU-TurnPedsApp. TotalLeftRightU-TurnPedsApp. TotalThruRightU-TurnPedsApp. TotalInt. Total2:30 PM0170017110021900019382:45 PM019011901601161900219543:00 PM018011841102151600016493:15 PM021052101001150001537Total075077552903346900269178Approach %0.0100.00.0--14.785.30.0--100.00.00.0---Total %0.042.10.0-42.12.816.30.0-19.138.80.00.0-38.8-PHF0.0000.8930.000-0.8930.3130.4530.000-0.5310.9080.0000.000-0.9080.824Lights0730-733130-166500-65154% Lights-97.3--97.360.044.8--47.194.2---94.286.5Buses010-12160-18300-322% Buses-1.3--1.340.055.2--52.94.3---4.312.4Single-Unit Trucks010-1000-0100-12% Single-Unit Trucks-1.3--1.30.00.0--0.01.4---1.41.1Articulated Trucks000-0000-0000-00% Articulated Trucks-0.0--0.00.00.0--0.00.0---0.00.0Pedestrians---7----3----2--% Pedestrians---100.0----100.0----100.0-- Gewalt Hamilton Associates Inc.625 Forest Edge DriveVernon Hills, Illinois, United States 60061(847) 478-9700 jopitz@gha-engineers.comCount Name: Oakwood Dr/West HS Bus ExitSite Code:Start Date: 01/16/2019Page No: 8Turning Movement Peak Hour Data (4:30 PM)Start TimeOakwood DrBus ExitOakwood DrSouthboundWestboundNorthboundLeftThruU-TurnPedsApp. TotalLeftRightU-TurnPedsApp. TotalThruRightU-TurnPedsApp. TotalInt. Total4:30 PM01800180000090009274:45 PM0130013000001300013265:00 PM0170117010011500015335:15 PM0200020000007000727Total0680168010014400044113Approach %0.0100.00.0--0.0100.00.0--100.00.00.0---Total %0.060.20.0-60.20.00.90.0-0.938.90.00.0-38.9-PHF0.0000.8500.000-0.8500.0000.2500.000-0.2500.7330.0000.000-0.7330.856Lights0670-67010-14400-44112% Lights-98.5--98.5-100.0--100.0100.0---100.099.1Buses010-1000-0000-01% Buses-1.5--1.5-0.0--0.00.0---0.00.9Single-Unit Trucks000-0000-0000-00% Single-Unit Trucks-0.0--0.0-0.0--0.00.0---0.00.0Articulated Trucks000-0000-0000-00% Articulated Trucks-0.0--0.0-0.0--0.00.0---0.00.0Pedestrians---1----0----0--% Pedestrians---100.0------------ Gewalt Hamilton Associates Inc.625 Forest Edge DriveVernon Hills, Illinois, United States 60061(847) 478-9700 jopitz@gha-engineers.comCount Name: Royal at Northfox Ln/Oakwood DrSite Code:Start Date: 01/16/2019Page No: 1Turning Movement DataStart TimeOakwood DrFront RoyalOakwood DrFront RoyalSouthboundWestboundNorthboundEastboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total6:30 AM2000020100011014001502700027456:45 AM400004232007302000230272002963Hourly Total60000624200840340038054200561087:00 AM41000526201103020012305410055937:15 AM500005371011130240027065200671107:30 AM80000846000100014001402600026587:45 AM3000034920015101600170141001550Hourly Total201000211328502467074018101594001633118:00 AM2010036200080017001711100012408:15 AM500005400004401300170920011378:30 AM4000046210091020002101000010448:45 AM40100535200100090090222022448Hourly Total150200171993003150590064152402571699:00 AM10000155100111010001111400115389:15 AM400004981011820900110112001346*** BREAK ***-------------------------Hourly Total5000051413201293019002212520128842:00 PM20000219100002920300521310016522:15 PM4100051213200270013021301840022672:30 PM2010031510200271016001721130016632:45 PM10000111390005012126003911990029119Hourly Total911001157724001331515802745611700833013:00 PM11000216370005341240029019400231073:15 PM1200031220600381015001631750025823:30 PM9020011919700354013011711370021843:45 PM3011051217400330010011011712003078Hourly Total1433102149931700159916202725662800993514:00 PM1010021032600480010001001230015754:15 PM1000011318400353116012002110022784:30 PM0000001823300440010001021420018724:45 PM200002102311035101200131123001666Hourly Total4010055196141016241480153359900712915:00 PM0000001217400330015011501760023715:15 PM402006171812004700700702460030905:30 PM10000113222003711800103830014625:45 PM30000381530026014005163001044Hourly Total80200105072210014312340137455180077267Grand Total815910962553876813711485388074411953184036341882Approach %84.45.29.41.0--35.954.49.60.1--10.91.188.00.0--3.083.813.20.0---Total %4.30.30.50.1-5.113.520.63.60.1-37.82.60.320.60.0-23.41.028.24.50.0-33.7- Lights79591-94246377661-6902953590-39317520800-6171794% Lights97.5100.0100.0100.0-97.996.597.497.1100.0-97.060.4100.092.5--89.189.597.995.2--97.395.3Buses1000-17720-16190260-4511130-1577% Buses1.20.00.00.0-1.02.71.82.90.0-2.339.60.06.7--10.25.32.13.6--2.44.1Single-Unit Trucks1000-12300-50020-21010-210% Single-UnitTrucks1.20.00.00.0-1.00.80.80.00.0-0.70.00.00.5--0.55.30.01.2--0.30.5Articulated Trucks0000-00000-00010-10000-01% ArticulatedTrucks0.00.00.00.0-0.00.00.00.00.0-0.00.00.00.3--0.20.00.00.0--0.00.1Pedestrians----0-----3-----7-----3--% Pedestrians----------100.0-----100.0-----100.0-- Gewalt Hamilton Associates Inc.625 Forest Edge DriveVernon Hills, Illinois, United States 60061(847) 478-9700 jopitz@gha-engineers.comCount Name: Royal at Northfox Ln/Oakwood DrSite Code:Start Date: 01/16/2019Page No: 4Turning Movement Peak Hour Data (6:30 AM)Start TimeOakwood DrFront RoyalOakwood DrFront RoyalSouthboundWestboundNorthboundEastboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total6:30 AM2000020100011014001502700027456:45 AM4000042320073020002302720029637:00 AM41000526201103020012305410055937:15 AM50000537101113024002706520067110Total15100016717502291007801880173500178311Approach %93.86.30.00.0--24.158.617.20.0--11.40.088.60.0--0.097.22.80.0---Total %4.80.30.00.0-5.12.35.51.60.0-9.33.20.025.10.0-28.30.055.61.60.0-57.2-PHF0.7500.2500.0000.000-0.8000.5830.6070.6250.000-0.6590.8330.0000.8130.000-0.8150.0000.6650.6250.000-0.6640.707Lights15100-1661750-2840680-72017150-176292% Lights100.0100.0---100.085.7100.0100.0--96.640.0-87.2--81.8-98.8100.0--98.993.9Buses0000-01000-160100-160200-219% Buses0.00.0---0.014.30.00.0--3.460.0-12.8--18.2-1.20.0--1.16.1Single-Unit Trucks0000-00000-00000-00000-00% Single-UnitTrucks0.00.0---0.00.00.00.0--0.00.0-0.0--0.0-0.00.0--0.00.0Articulated Trucks0000-00000-00000-00000-00% ArticulatedTrucks0.00.0---0.00.00.00.0--0.00.0-0.0--0.0-0.00.0--0.00.0Pedestrians----0-----2-----1-----0--% Pedestrians----------100.0-----100.0-------- Gewalt Hamilton Associates Inc.625 Forest Edge DriveVernon Hills, Illinois, United States 60061(847) 478-9700 jopitz@gha-engineers.comCount Name: Royal at Northfox Ln/Oakwood DrSite Code:Start Date: 01/16/2019Page No: 6Turning Movement Peak Hour Data (2:30 PM)Start TimeOakwood DrFront RoyalOakwood DrFront RoyalSouthboundWestboundNorthboundEastboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total2:30 PM2010031510200271016001721130016632:45 PM100001113900050121260039119900291193:00 PM11000216370005341240029019400231073:15 PM120003122060038101500163175002582Total531009541068001681828100101666210093371Approach %55.633.311.10.0--32.163.14.80.0--17.82.080.20.0--6.571.022.60.0---Total %1.30.80.30.0-2.414.628.62.20.0-45.34.90.521.80.0-27.21.617.85.70.0-25.1-PHF0.6250.3750.2500.000-0.7500.8440.6790.3330.000-0.7920.3750.5000.7790.000-0.6470.5000.8680.5830.000-0.8020.779Lights5310-95210680-166102690-81665200-91347% Lights100.0100.0100.0--100.096.3100.0100.0--98.855.6100.085.2--80.2100.098.595.2--97.893.5Buses0000-01000-180120-200110-223% Buses0.00.00.0--0.01.90.00.0--0.644.40.014.8--19.80.01.54.8--2.26.2Single-Unit Trucks0000-01000-10000-00000-01% Single-UnitTrucks0.00.00.0--0.01.90.00.0--0.60.00.00.0--0.00.00.00.0--0.00.3Articulated Trucks0000-00000-00000-00000-00% ArticulatedTrucks0.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.0Pedestrians----0-----0-----0-----0--% Pedestrians------------------------- Gewalt Hamilton Associates Inc.625 Forest Edge DriveVernon Hills, Illinois, United States 60061(847) 478-9700 jopitz@gha-engineers.comCount Name: Royal at Northfox Ln/Oakwood DrSite Code:Start Date: 01/16/2019Page No: 8Turning Movement Peak Hour Data (4:30 PM)Start TimeOakwood DrFront RoyalOakwood DrFront RoyalSouthboundWestboundNorthboundEastboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total4:30 PM0000001823300440010001021420018724:45 PM2000021023110351012001311230016665:00 PM0000001217400330015011501760023715:15 PM40200617181200470070070246003090Total6020085781201015910440145367170087299Approach %75.00.025.00.0--35.850.912.60.6--2.20.097.80.0--3.477.019.50.0---Total %2.00.00.70.0-2.719.127.16.70.3-53.20.30.014.70.0-15.11.022.45.70.0-29.1-PHF0.3750.0000.2500.000-0.3330.7920.8800.4170.250-0.8460.2500.0000.7330.000-0.7500.3750.6980.7080.000-0.7250.831Lights6020-85681201-15810440-45367170-87298% Lights100.0-100.0--100.098.2100.0100.0100.0-99.4100.0-100.0--100.0100.0100.0100.0--100.099.7Buses0000-01000-10000-00000-01% Buses0.0-0.0--0.01.80.00.00.0-0.60.0-0.0--0.00.00.00.0--0.00.3Single-Unit Trucks0000-00000-00000-00000-00% Single-UnitTrucks0.0-0.0--0.00.00.00.00.0-0.00.0-0.0--0.00.00.00.0--0.00.0Articulated Trucks0000-00000-00000-00000-00% ArticulatedTrucks0.0-0.0--0.00.00.00.00.0-0.00.0-0.0--0.00.00.00.0--0.00.0Pedestrians----0-----0-----1-----0--% Pedestrians----------------100.0-------- McHenry West High School McHenry, Illinois APPENDIX C Parking Summary Legend: *NOT TO SCALE — Staff/District/Visitor Parking — Student Parking — Maintenance Parking 4,40 ea. ARN I clieft DA Area E A 79 McHenry West High School Rw TF 00 r �S�oAc�ia�lJON p�� � /:1 INC. Parking Area Locations Permit 105 105 103 Permit 22 X X District Office 29 26 25 Accessible 7 1 1 Drivers Ed 2 0 0 Facilities Vehicle 1 X X Motorcycle 1 X X Veteran Only 1 0 0 Visitor Only 5 3 4 Travelling Teacher 6 6 6 Community Officer 1 1 1 Permit 49 28 27 Permit 186 183 181 Accessible 9 0 0 Activity Bus 2 2 2 Permit 208 130 132 Auto Shop 5 5 5 Food Service 1 1 1 Athletic Dept. Adm. 1 1 1 Athletic Dept. Asst. 1 1 1 Athletic Dept. Dir. 1 0 0 South Garage 1 1 1 Field 2 2 2 Facilities Only 4 7 7 650 503 500 77.4% 76.9% Key Notes 85%-100% Occupied - 22 Spaces obstructed due to Soil Boring in Lot A 60%-85% Occupied - 5 Spaces obstructed due to Trailers in Lot D 0%-60% Occupied - 3 extra vehicles parked in Lot F driveway - "X" : Space blocked due to Soil Boring E. West Building Lot Parking Occupancy Survey McHenry West High School Parking Supply9:30 AM10:30 AMParking Description Parking TypeA. North Staff Parking Lot C. South Student Lot (North Portion) F. Maintenance Building Lot Appendix C Total Parking Spaces Percent Occupied D. South Student Lot (South Portion) B. South Staff Overflow Lot Date: Wednesday, January 16, 2019 Parking Lots McHenry West High School McHenry, Illinois APPENDIX D Crash Map CRYSTAL LAKE RDMcHenry West High School W DARTMOOR DR N L I L L I A N S TW OAKWOOD DRKENSINGTONDRLOYOLA DRWATERS EDGE DRPONCA STRO Y A L D R SOUTH STCA L L I S T A S T SIOUX LNPYNDALE DR CA L L I S T A A V E SANDBURG DRAUGUSTA DRJOYCE LNWILTSHIRE DRW BROMLEY DR N CRO S STRLWINDRIDGEDRSTRATFORD CTMELROSE CTCANT ERBURY D R S I L B U R Y CT ABBINGTONDRN BROMLEY DRCRESTWOOD STDEPAULCTOAKTON STW NORTHFOX LNWTHOR N W O O D D R DEVONSHI RECT WELLINGTONDR NORMANDRW LI L L I A N S T WINS L O W C I R WOODMAR C T IDOT Crash Data (2012-2016)McHenry West High School - McHenry, IL Date: 2/13/2019Sources: Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Communityo 400Feet1 inch = Map Center: -88.28978 42.33505 McHenry West High School McHenry, Illinois APPENDIX E CMAP Correspondence January 15, 2019 Justin Opitz Transportation Planner Gewalt Hamilton Associates 625 Forest Edge Drive Vernon Hills, IL 60061 Subject: Crystal Lake Road - Royal Drive - Oakwood Drive IDOT Dear Mr. Opitz: In response to a request made on your behalf and dated January 14, 2019, we have developed year 2050 average daily traffic (ADT) projections for the subject location. ROAD SEGMENT Current ADT 2050 ADT, No-Build IL 31 2050 ADT, Build 4L IL 31 Crystal Lake Rd N of Royal Dr 11,050 15,000 9,300 Crystal Lake Rd S of Royal Dr 14,000 19,000 11,800 Royal Dr W of Crystal Lake Rd 1,150 1,500 1,500 Oakwood Dr W of Royal Dr 1,750 2,300 2,300 Traffic projections are developed using existing ADT data provided in the request letter and the results from the October 2018 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: Quigley (IDOT) S:\AdminGroups\ResearchAnalysis\2019_ForecastsTraffic\McHenry\mc-02-19\mc-02-19.docx McHenry West High School McHenry, Illinois APPENDIX F ITE Trip Generation Excerpts – 10th Edition Land Use 530 High Schaal Description A high school serves students who have completed middle or junior high school. Both public and private high schools are included in this land use. Elementary school (Land Use 520), middle school/ junior high school (Land Use 522), private school (K-8) (Land Use 534), private school (K-12) (Land Use 536), and charter elementary school (Land Use 537) are related uses. Additional Data The trip generation for weekend time periods varied considerably; therefore, caution should be used when applying weekend statistics. Information describing the weekend activities conducted at the high schools was not available. The percentage of students at the sites who were transported to school via bus varied considerably. Due to the varied transit and school bus usage at these sites, it is desirable that future studies include additional detail on the percentage of students who were bused to school and the percentage who were dropped off and picked up. The populations served and the social and economic characteristics of the areas surveyed varied considerably. The high schools also exhibited significant variations in terms of facilities provided. Because the ratio of floor space to student population varied widely among the schools surveyed, the number of students may be a more reliable independent variable on which to establish trip generation rates. The time -of -day distribution for vehicle trips at a school is directly related to the class schedule. One site with complete data reported AM and PM peak hours between 7:00 and 8:00 a.m. and 3:15 and 4:15 p.m. Another site reported AM and PM peaks between 6:30 and 7:30 a.m. and 2:45 and 3:45 p.m. The sites were surveyed in the 1980s, the 1990s, the 2000s, and the 2010s in Alberta (CAN), Arizona, California, Connecticut, Delaware, Florida, New Jersey, North Carolina, Oregon, Texas, and Vermont. Source Numbers 293, 383, 409, 422, 444, 533, 536, 550, 564, 579, 598, 611, 620, 751, 854, 905, 915, 926, 936, 954,971 High School (530) Vehicle Trip Ends vs: Students On a: Weekday Setting/Location: General Urban/Suburban Number of Studies: 23 Avg. Num. of Students. 1498 Directional Distribution: 50% entering, 50% exiting Fehicle Trip Generation per Student Average Rate Range of Rates Standard Deviation 2.03 1.19 - 3.96 0.82 Data Plot and Equation 8.000 x 6 000 a X X LLI a 4.000 x K x X X X X x x x x 2.000 x x Xr 00 Soo 1.000 1.500 2,000 2.500 3.000 X = Number of Students X Study Site Fitted Curve - - - - Average Rate Fitted Curve Equation: Ln{T) = 0.76 Ln(X) + 2.46 R'= 0.60 High School (530 ) Vehicle Trip Ends vs: Students On a: weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Setting/Location: General Urban/Suburban Number of Studies: 44 Avg. Num. of Students: 1202 Directional Distribution: 67% entering, 33% exiting fehicie Trip Generation per Student Average Rate Range of Rates Standard Deviation 0.52 0.03 - 1.15 0.23 Data Plot and Equation x x X X x X 'xx xx X X •x _ X Xxx X. x X x -YXXXX x X X X x x XxX-' x x 500 1.000 1.500 2.000 X = Number of Students Study Site Fitted Curve Equation: Not Given x - - - - Average Rate W_ ... x i� High School (530 ) Vehicle Trip Ends vs: Students On a: weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Setting/Location: General Urban/Suburban Number of Studies: 41 Avg. Num. of Students: 1340 Directional Distribution: 48% entering, 52% exiting ►►erucie i rip Veneration per Student Average Rate Range of Rates Standard Deviation 0.14 0.03-0.31 Ms Data Plot and Equation x x x N a x LS] x a 300 - x X X x x .x .. x x x x x x .-'X x x x x x le- x x x x - x x x X 'x x x °0 500 1.000 1,500 2.000 2.500 X = Number of Students Study Site - - - - Average Rate Fitted Curve Equation: Not Given W`"" High School (530) Vehicle Trip Ends vs: Students On a: Weekday, AM Peak Hour of Generator Setting/Location: General Urban/Suburban Number of Studies: 44 Avg. Num. of Students: 1177 Directional Distribution: 68% entering, 32% exiting Vehicle Trip Generation per Student Average Rate Range of Rates Standard Deviation 0.55 0.22 - 1.15 0.23 Data Plot and Equation 2.00 50 x X X X - X X X x X. X XX X� X X x .-x X 1 X X _• X X X x x X X }< X X xx�r--X )0 500 1.000 1.500 2.000 2.500 3.00i X = Number of Students X Study Site Fitted Curve Fitted Curve Equation: Ln{T) = 0.67 Ln(X) + 1.72 - - - - Average Rate R'= 0.60 High School (530) Vehicle Trip Ends vs: Students On a: Weekday, PM Peak Hour of Generator Setting/Location: General Urban/Suburban Number of Studies: 58 Avg. Num. of Students: 1127 Directional Distribution: 32% entering, 68% exiting Vehicle Trip Generation per Student Average Rate Range of Rates Standard Deviation 0.33 0.16-0.74 0.13 Data Plot and Equation 71- 201 1.00 80 N a Lu a 60 40 20 x X x l x X X X x . �< x x x x. x x . X xx x x x x x x Xx x x x �i x x } xr•'• x 1.000 1 X = Number of Students X Study Site Fitted Curve Fitted Curve Equation: Ln{T) = 0.69 Ln(X) + 1.07 - - - - Average Rate R'= 0.64 3.00( McHenry West High School McHenry, Illinois APPENDIX G Traffic Signal Warrant Analyses Appendix G Analysis Parameters – “Pagones’ Theorem” Appendix G.1 Crystal Lake Road & South Access Existing Traffic Volumes Major (Crystal Lake Road) Minor (South Access)* 6:30 to 7:30 AM = 1258 VPH 171 VPH 2:30 to 3:30 PM = 1021 VPH 220 VPH 3:30 to 4:30 PM = 1216 VPH 80 VPH 4:30 to 5:30 PM = 1344 VPH 76 VPH *Includes RTOR reduction using Pagones’ Theorem. Result Intersection volumes do meet Warrant #2 from 6:30 to 7:30 AM and 2:30 to 3:30 PM. However, not for the other two hours. Appendix G.2 Crystal Lake Road & South Access 2030 Total Traffic – Option 1 Volumes Major (Crystal Lake Road) Minor (South Access)* 6:30 to 7:30 AM = 1785 VPH 194 VPH 2:30 to 3:30 PM = 1182 VPH 409 VPH 3:30 to 4:30 PM = 1401 VPH 116 VPH 4:30 to 5:30 PM = 1548 VPH 110 VPH *Includes RTOR reduction using Pagones’ Theorem. Result Intersection volumes do meet Warrant #2 from 6:30 to 7:30 AM, 2:30 to 3:30 PM, and 3:30 to 4:30 PM. However, volumes do not meet the warrant from 4:30 to 5:30 PM due to 110 VPH on the minor street approach being below the 115 VPH threshold. Appendix G.3 Crystal Lake Road & South Access Existing Traffic Volumes AM Peak School Peak PM Peak Major Street – Crystal Lake Road = 1,258 VPH 1,021 VPH 1,344 VPH Minor Street – South Access* = 171 VPH 220 VPH 76 VPH *Includes RTOR reduction using Pagones’ Theorem. Result Intersection volumes do not satisfy Warrant #3 Peak Hour, during any of the three peak hours. Appendix G.4 Crystal Lake Road & South Access 2030 Total Traffic – Option 1 Volumes AM Peak School Peak PM Peak Major Street – Crystal Lake Road = 1,785 VPH 1,182 VPH 1,548 VPH Minor Street – South Access* = 194 VPH 409 VPH 110 VPH *Includes RTOR reduction using Pagones’ Theorem. Result Intersection volumes do meet Warrant #3 from 6:30 to 7:30 AM (AM Peak) and 2:30 to 3:30 PM (School Peak). However, volumes do not meet the warrant from 4:30 to 5:30 PM (PM Peak) due to 110 VPH on the minor street approach being below the 150 VPH threshold. McHenry West High School McHenry, Illinois APPENDIX H Supplemental Site Traffic Legend: XX Weekday AM Street/School Peak Hour (6:30-7:30 AM) Weekday PM School Peak Hour (2:30-3:30 PM) AExisting Traffic Signal Existing Stop Sign 3 0 O 3 � Ac� 4 141 121 3 McHenry West High School a� C00 1 3— Crystal Lake M M 3 0 o 0 o. O� Bus Exit m U Q 0 v ZQ i �- 6 171 L. 0 oC r 9� GEWALT HAM19ON Appendix H ASSOCIATES, INC. Bus Site Traffic (AM Street/School & PM School) Legend: XX Weekday AM Street/School Peak Hour (6:30-7:30 AM) Weekday PM School Peak Hour (2:30-3:30 PM) AExisting Traffic Signal Existing Stop Sign 3 0 O 16 - O< I I I I HOC c o o ' o � a ' O McHenry West High School I I Bus Exit m � V) U Q 0 0 I co Z Q I I N � N r I �-20 -22 -22 161 L -- -20 -20 [4] 16- 16� Crystal Lake Rd 14- 14- 16] 14� L- 0 oC -*--- 20 181 GEWALT WILTON Appendix H ASSOCIATES, INC. Drop-Off/Pick-Up Site Traffic (AM Street/School & PM School) Legend: Weekday PM Street Peak Hour (4:30-5:30 PM) AExisting Traffic Signal Existing Stop Sign 3 0 O -4--- (26) (25) — Ac� �(26) I I I I I I i McHenry West High School I I N N f0 I I I I I I .� (19) (240 Crystal Lake Rd (U -0- 0 I � I 0 0 o. O� Bus Exit m U Q o v ZQ i �(5) .ITT-. t--�3) —(23) -- -- -- -- -(T (24) (19)� (24) --o-- L- 0 oC �(27) GEWALT HAM19ON Appendix H tudent/Staff/Pick-Up Site Traffic ASSOCIATES, INC.iNc. (PM Street Legend: XX Weekday AM Street/School Peak Hour (6:30-7:30 AM) Weekday PM School Peak Hour (2:30-3:30 PM) AExisting Traffic Signal Existing Stop Sign 3 0 O 25 - O< I I I I HOC c o o ' 0 � a ' O McHenry West High School I I Bus Exit C 0� ¢ m � V- U Q 0 I ZQ I N r I �-30 �1121 L __ _ __ _ -30 -30 25--*-. 25--� Crystal Lake Rd 0 oC -30 GEWALT HAM19ON Appendix H ASSOCIATES, INC. Staff Site Traffic (AM Street/School & PM School) Legend: XX Weekday AM Street/School Peak Hour (6:30-7:30 AM) Weekday PM School Peak Hour (2:30-3:30 PM) AExisting Traffic Signal Existing Stop Sign 3 0 O 123— Ac� —:1031 123 --s- McHenry West High School I I N I 0 0 C V I I C0Q UQ I I M M I 00 I L----------� �150 123 Crystal Lake Rd 11031 — 150 0 I � I o 0 o. O� Bus Exit — 150 L- 0 oC — 150 GEWALT HAM19ON Appendix H ASSOCIATES, INC. Student Site Traffic (AM Street/School & PM School) McHenry West High School McHenry, Illinois APPENDIX I Capacity Analyses Printouts Timings McHenry HS AM Existing 3: Crystal Lake Rd & Dartmoor Dr 03/13/2019 McHenry HS AM Existing Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 189 4 49 19 7 127 11 348 3 45 367 50 Future Volume (vph) 189 4 49 19 7 127 11 348 3 45 367 50 Satd. Flow (prot) 0 1755 0 0 1787 1583 1805 1863 1615 1736 1779 0 Flt Permitted 0.754 0.768 0.306 0.198 Satd. Flow (perm) 0 1370 0 0 1415 1545 581 1863 1615 362 1779 0 Satd. Flow (RTOR) 13 187 90 16 Lane Group Flow (vph) 0 350 0 0 32 187 20 552 8 76 551 0 Turn Type Perm NA Perm NA Perm pm+pt NA Perm pm+pt NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 8 8 2 2 6 Detector Phase 4 4 8 8 8 5 2 2 1 6 Switch Phase Minimum Initial (s) 10.0 10.0 10.0 10.0 10.0 5.0 15.0 15.0 5.0 15.0 Minimum Split (s) 15.5 15.5 15.5 15.5 15.5 10.0 21.0 21.0 10.0 21.0 Total Split (s) 30.0 30.0 30.0 30.0 30.0 20.0 41.0 41.0 20.0 41.0 Total Split (%) 33.0% 33.0% 33.0% 33.0% 33.0% 22.0% 45.1% 45.1% 22.0% 45.1% Yellow Time (s) 4.5 4.5 4.5 4.5 4.5 4.0 4.5 4.5 4.0 4.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 5.5 5.5 5.0 5.5 5.5 5.0 5.5 Lead/Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None None None None Min Min None Min Act Effct Green (s) 26.5 26.5 26.5 35.1 29.4 29.4 39.1 35.3 Actuated g/C Ratio 0.34 0.34 0.34 0.45 0.38 0.38 0.50 0.45 v/c Ratio 0.74 0.07 0.29 0.05 0.79 0.01 0.23 0.68 Control Delay 34.7 20.7 4.7 10.6 32.8 0.0 11.7 23.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 34.7 20.7 4.7 10.6 32.8 0.0 11.7 23.6 LOS C C A B C A B C Approach Delay 34.7 7.1 31.6 22.1 Approach LOS C A C C Queue Length 50th (ft) 154 11 0 4 232 0 16 158 Queue Length 95th (ft) 73 20 12 11 284 0 31 398 Internal Link Dist (ft) 943 492 1946 531 Turn Bay Length (ft) 115 115 115 Base Capacity (vph) 511 519 685 550 909 834 469 945 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.68 0.06 0.27 0.04 0.61 0.01 0.16 0.58 Intersection Summary Cycle Length: 91 Actuated Cycle Length: 77.7 Natural Cycle: 65 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.79 Timings McHenry HS AM Existing 3: Crystal Lake Rd & Dartmoor Dr 03/13/2019 McHenry HS AM Existing Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 2 Intersection Signal Delay: 25.8 Intersection LOS: C Intersection Capacity Utilization 60.2% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 3: Crystal Lake Rd & Dartmoor Dr Timings McHenry HS AM Existing 6: Crystal Lake Rd & Royal Dr 03/13/2019 McHenry HS AM Existing Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 83 0 192 1 0 1 29 414 1 5 485 30 Future Volume (vph) 83 0 192 1 0 1 29 414 1 5 485 30 Satd. Flow (prot) 1671 1568 0 1805 1615 0 1805 1881 1615 1805 1811 0 Flt Permitted 0.833 0.261 0.374 Satd. Flow (perm) 1465 1568 0 1900 1615 0 496 1881 1615 711 1811 0 Satd. Flow (RTOR) 569 504 102 2 Lane Group Flow (vph) 115 287 0 4 4 0 36 552 4 8 635 0 Turn Type pm+pt NA pm+pt NA pm+pt NA Perm pm+pt NA Protected Phases 3 8 7 4 1 6 5 2 Permitted Phases 8 4 6 6 2 Detector Phase 3 8 8 7 4 4 1 6 6 5 2 Switch Phase Minimum Initial (s) 3.0 8.0 3.0 8.0 3.0 15.0 15.0 3.0 15.0 Minimum Split (s) 7.0 14.0 7.0 14.0 7.0 21.0 21.0 7.0 21.0 Total Split (s) 33.0 36.0 28.0 31.0 24.0 56.0 56.0 24.0 56.0 Total Split (%) 22.9% 25.0% 19.4% 21.5% 16.7% 38.9% 38.9% 16.7% 38.9% Yellow Time (s) 3.5 4.5 3.5 4.5 3.5 4.5 4.5 3.5 4.5 All-Red Time (s) 0.0 1.5 0.0 1.5 0.0 1.5 1.5 0.0 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.5 6.0 3.5 6.0 3.5 6.0 6.0 3.5 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None Min Min None Min Act Effct Green (s) 19.4 15.2 17.0 8.4 52.7 48.9 48.9 50.8 45.1 Actuated g/C Ratio 0.24 0.19 0.21 0.11 0.66 0.61 0.61 0.64 0.57 v/c Ratio 0.29 0.38 0.01 0.01 0.08 0.48 0.00 0.02 0.62 Control Delay 28.3 1.4 24.0 0.0 6.0 11.7 0.0 6.0 17.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 28.3 1.4 24.0 0.0 6.0 11.7 0.0 6.0 17.1 LOS C A C A A B A A B Approach Delay 9.1 12.0 11.3 17.0 Approach LOS A B B B Queue Length 50th (ft) 50 0 1 0 5 122 0 1 218 Queue Length 95th (ft) 79 0 3 0 17 252 0 5 359 Internal Link Dist (ft) 558 199 341 2482 Turn Bay Length (ft) 150 115 265 115 Base Capacity (vph) 728 959 1015 865 679 1286 1137 765 1180 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.16 0.30 0.00 0.00 0.05 0.43 0.00 0.01 0.54 Intersection Summary Cycle Length: 144 Actuated Cycle Length: 79.7 Natural Cycle: 60 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.62 Timings McHenry HS AM Existing 6: Crystal Lake Rd & Royal Dr 03/13/2019 McHenry HS AM Existing Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 4 Intersection Signal Delay: 13.0 Intersection LOS: B Intersection Capacity Utilization 49.3% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 6: Crystal Lake Rd & Royal Dr Timings McHenry HS AM Existing 12: Crystal Lake Rd & South Access 03/13/2019 McHenry HS AM Existing Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 5 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 106 162 274 404 272 308 Future Volume (vph) 106 162 274 404 272 308 Satd. Flow (prot) 1805 1599 1805 1845 1827 1615 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1798 1599 1789 1845 1827 1552 Satd. Flow (RTOR) 266 423 Lane Group Flow (vph) 212 266 449 539 306 570 Turn Type Prot Perm Prot NA NA Perm Protected Phases 4 5 2 6 Permitted Phases 4 6 Detector Phase 4 4 5 2 6 6 Switch Phase Minimum Initial (s) 6.0 6.0 3.0 15.0 15.0 15.0 Minimum Split (s) 14.0 14.0 7.5 21.0 21.0 21.0 Total Split (s) 45.0 45.0 60.0 105.0 45.0 45.0 Total Split (%) 30.0% 30.0% 40.0% 70.0% 30.0% 30.0% Yellow Time (s) 4.5 4.5 3.5 4.5 4.5 4.5 All-Red Time (s) 1.5 1.5 1.0 1.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 4.5 6.0 6.0 6.0 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None Min Min Min Act Effct Green (s) 24.9 24.9 38.7 77.8 34.4 34.4 Actuated g/C Ratio 0.22 0.22 0.34 0.67 0.30 0.30 v/c Ratio 0.54 0.48 0.74 0.43 0.56 0.75 Control Delay 48.5 8.0 43.4 10.3 41.9 17.9 Queue Delay 0.2 0.0 0.0 0.0 0.0 0.0 Total Delay 48.7 8.1 43.4 10.3 41.9 17.9 LOS D A D B D B Approach Delay 26.1 25.3 26.3 Approach LOS C C C Queue Length 50th (ft) 148 0 309 164 191 94 Queue Length 95th (ft) 132 0 286 228 363 0 Internal Link Dist (ft) 94 408 927 Turn Bay Length (ft) 375 150 Base Capacity (vph) 641 740 913 1561 649 824 Starvation Cap Reductn 76 33 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.38 0.38 0.49 0.35 0.47 0.69 Intersection Summary Cycle Length: 150 Actuated Cycle Length: 115.3 Natural Cycle: 60 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.75 Timings McHenry HS AM Existing 12: Crystal Lake Rd & South Access 03/13/2019 McHenry HS AM Existing Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 6 Intersection Signal Delay: 25.8 Intersection LOS: C Intersection Capacity Utilization 49.1% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 12: Crystal Lake Rd & South Access Timings McHenry HS AM Existing 13: South Access 03/13/2019 McHenry HS AM Existing Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 7 Lane Group NWL NWR NET NER SWL SWT Lane Configurations Traffic Volume (vph) 100 64 0 0 268 0 Future Volume (vph) 100 64 0 0 268 0 Satd. Flow (prot) 1745 0 1900 0 0 1805 Flt Permitted 0.970 0.757 Satd. Flow (perm) 1745 0 1900 0 0 1438 Satd. Flow (RTOR) 64 Lane Group Flow (vph) 328 0 0 0 0 536 Turn Type Prot Perm NA Protected Phases 2 4 8 Permitted Phases 8 Detector Phase 2 4 8 8 Switch Phase Minimum Initial (s) 15.0 5.0 5.0 5.0 Minimum Split (s) 24.0 24.0 24.0 24.0 Total Split (s) 50.0 30.0 30.0 30.0 Total Split (%) 62.5% 37.5% 37.5% 37.5% Yellow Time (s) 4.5 4.5 4.5 4.5 All-Red Time (s) 1.5 1.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 Lead/Lag Lead-Lag Optimize? Recall Mode Min None None None Act Effct Green (s) 18.0 24.1 Actuated g/C Ratio 0.33 0.45 v/c Ratio 0.53 0.84 Control Delay 14.8 29.9 Queue Delay 0.0 0.0 Total Delay 14.8 29.9 LOS B C Approach Delay 14.8 29.9 Approach LOS B C Queue Length 50th (ft) 65 134 Queue Length 95th (ft) 51 123 Internal Link Dist (ft) 23 126 110 Turn Bay Length (ft) Base Capacity (vph) 1435 640 Starvation Cap Reductn 11 0 Spillback Cap Reductn 0 0 Storage Cap Reductn 0 0 Reduced v/c Ratio 0.23 0.84 Intersection Summary Cycle Length: 80 Actuated Cycle Length: 54.1 Natural Cycle: 60 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.84 Timings McHenry HS AM Existing 13: South Access 03/13/2019 McHenry HS AM Existing Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 8 Intersection Signal Delay: 24.2 Intersection LOS: C Intersection Capacity Utilization 37.3% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 13: South Access Timings McHenry HS AM Existing 26: 03/13/2019 McHenry HS AM Existing Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 9 Lane Group WBL WBR NBT NBR SBL SBT Ø3 Lane Configurations Traffic Volume (vph) 268 0 0 0 0 0 Future Volume (vph) 268 0 0 0 0 0 Satd. Flow (prot) 1805 0 0 0 0 0 Flt Permitted 0.950 Satd. Flow (perm) 1805 0 0 0 0 0 Satd. Flow (RTOR) 1091 Lane Group Flow (vph) 536 0 0 0 0 0 Turn Type Prot Protected Phases 2 3 Permitted Phases Detector Phase 2 Switch Phase Minimum Initial (s) 2.0 1.0 Minimum Split (s) 4.0 5.0 Total Split (s) 4.0 10.0 Total Split (%) 28.6% 71% Yellow Time (s) 2.0 2.0 All-Red Time (s) 0.0 0.0 Lost Time Adjust (s) 0.0 Total Lost Time (s) 2.0 Lead/Lag Lead-Lag Optimize? Recall Mode None C-Max Act Effct Green (s) 2.0 Actuated g/C Ratio 0.14 v/c Ratio 0.45 Control Delay 1.2 Queue Delay 0.0 Total Delay 1.2 LOS A Approach Delay 1.2 Approach LOS A Queue Length 50th (ft) 0 Queue Length 95th (ft) 0 Internal Link Dist (ft) 145 43 1 Turn Bay Length (ft) Base Capacity (vph) 1193 Starvation Cap Reductn 0 Spillback Cap Reductn 0 Storage Cap Reductn 0 Reduced v/c Ratio 0.45 Intersection Summary Cycle Length: 14 Actuated Cycle Length: 14 Offset: 1 (7%), Referenced to phase 3:Hold, Start of Green Natural Cycle: 40 Control Type: Actuated-Coordinated Timings McHenry HS AM Existing 26: 03/13/2019 McHenry HS AM Existing Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 10 Maximum v/c Ratio: 0.45 Intersection Signal Delay: 1.2 Intersection LOS: A Intersection Capacity Utilization 18.2% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 26: HCM 6th TWSC McHenry HS AM Existing 9: Crystal Lake Rd & Kensington Dr 03/13/2019 McHenry HS AM Existing Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 1 Intersection Int Delay, s/veh 1.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 18 0 41 0 0 0 4 660 0 0 421 13 Future Vol, veh/h 18 0 41 0 0 0 4 660 0 0 421 13 Conflicting Peds, #/hr 0 0 0 0 0 0 11 0 0 0 0 11 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - 110 - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 64 100 85 100 100 100 33 68 100 100 80 54 Heavy Vehicles, % 0 0 2 0 0 0 25 2 0 0 4 0 Mvmt Flow 28 0 48 0 0 0 12 971 0 0 526 24 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1544 1544 549 1557 1556 971 561 0 0 971 0 0 Stage 1 549 549 - 995 995 - - - - - - - Stage 2 995 995 - 562 561 - - - - - - - Critical Hdwy 7.1 6.5 6.22 7.1 6.5 6.2 4.35 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 - - - - - - - Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 - - - - - - - Follow-up Hdwy 3.5 4 3.318 3.5 4 3.3 2.425 - - 2.2 - - Pot Cap-1 Maneuver 95 116 535 93 114 309 905 - - 718 - - Stage 1 524 520 - 297 325 - - - - - - - Stage 2 297 325 - 515 513 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 93 113 529 84 111 309 896 - - 718 - - Mov Cap-2 Maneuver 93 113 - 84 111 - - - - - - - Stage 1 511 515 - 293 321 - - - - - - - Stage 2 293 321 - 468 508 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 35.1 0 0.1 0 HCM LOS E A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 896 - - 194 - 718 - - HCM Lane V/C Ratio 0.014 - - 0.394 - - - - HCM Control Delay (s) 9.1 - - 35.1 0 0 - - HCM Lane LOS A - - E A A - - HCM 95th %tile Q(veh) 0 - - 1.7 - 0 - - HCM 6th TWSC McHenry HS AM Existing 14: Crystal Lake Rd & Center Access 03/13/2019 McHenry HS AM Existing Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 2 Intersection Int Delay, s/veh 0.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 8 502 580 24 Future Vol, veh/h 0 0 8 502 580 24 Conflicting Peds, #/hr 0 0 3 0 0 3 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 100 - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 100 100 40 74 71 38 Heavy Vehicles, % 0 0 88 1 2 54 Mvmt Flow 0 0 20 678 817 63 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 820 883 0 - 0 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.2 4.98 - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.3 2.992 - - - Pot Cap-1 Maneuver 0 378 501 - - - Stage 1 0 - - - - - Stage 2 0 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 377 500 - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB NB SB HCM Control Delay, s 0 0.4 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 500 - - - - HCM Lane V/C Ratio 0.04 - - - - HCM Control Delay (s) 12.5 - 0 - - HCM Lane LOS B - A - - HCM 95th %tile Q(veh) 0.1 - - - - HCM 6th TWSC McHenry HS AM Existing 16: Crystal Lake Rd & North Access 03/13/2019 McHenry HS AM Existing Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 3 Intersection Int Delay, s/veh 1.8 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 10 15 68 434 591 87 Future Vol, veh/h 10 15 68 434 591 87 Conflicting Peds, #/hr 0 0 15 0 0 15 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 100 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 63 38 50 82 75 60 Heavy Vehicles, % 0 7 0 2 4 0 Mvmt Flow 16 39 136 529 788 145 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1677 482 948 0 - 0 Stage 1 876 - - - - - Stage 2 801 - - - - - Critical Hdwy 6.6 7.005 4.1 - - - Critical Hdwy Stg 1 5.8 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.53.3665 2.2 - - - Pot Cap-1 Maneuver 96 520 732 - - - Stage 1 373 - - - - - Stage 2 445 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 76 513 722 - - - Mov Cap-2 Maneuver 76 - - - - - Stage 1 299 - - - - - Stage 2 439 - - - - - Approach EB NB SB HCM Control Delay, s 27.5 2.3 0 HCM LOS D Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 722 - 76 513 - - HCM Lane V/C Ratio 0.188 - 0.209 0.077 - - HCM Control Delay (s) 11.1 - 64.5 12.6 - - HCM Lane LOS B - F B - - HCM 95th %tile Q(veh) 0.7 - 0.7 0.2 - - HCM 6th TWSC McHenry HS AM Existing 18: Oakwood Dr & Royal Dr 03/13/2019 McHenry HS AM Existing Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 4 Intersection Int Delay, s/veh 3.6 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Traffic Vol, veh/h 0 173 5 8 17 5 10 0 78 15 1 0 Future Vol, veh/h 0 173 5 8 17 5 10 0 78 15 1 0 Conflicting Peds, #/hr 0 0 1 1 0 0 0 0 2 2 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - 60 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 100 67 63 58 61 63 83 100 81 75 25 100 Heavy Vehicles, % 0 1 0 14 0 0 60 0 13 0 0 0 Mvmt Flow 0 258 8 14 28 8 12 0 96 20 4 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 36 0 0 267 0 0 325 327 265 372 327 32 Stage 1 - - - - - - 263 263 - 60 60 - Stage 2 - - - - - - 62 64 - 312 267 - Critical Hdwy 4.1 - - 4.24 - - 7.7 6.5 6.33 7.1 6.5 6.2 Critical Hdwy Stg 1 - - - - - - 6.7 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 - - - - - - 6.7 5.5 - 6.1 5.5 - Follow-up Hdwy 2.2 - - 2.326 - - 4.04 4 3.417 3.5 4 3.3 Pot Cap-1 Maneuver 1588 - - 1230 - - 531 595 748 589 595 1048 Stage 1 - - - - - - 631 694 - 957 849 - Stage 2 - - - - - - 822 846 - 703 692 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1588 - - 1229 - - 523 588 746 508 588 1048 Mov Cap-2 Maneuver - - - - - - 523 588 - 508 588 - Stage 1 - - - - - - 630 693 - 957 840 - Stage 2 - - - - - - 809 837 - 611 691 - Approach SE NW NE SW HCM Control Delay, s 0 2.2 11 12.3 HCM LOS B B Minor Lane/Major Mvmt NELn1 NWL NWT NWR SEL SET SERSWLn1 Capacity (veh/h) 712 1229 - - 1588 - - 520 HCM Lane V/C Ratio 0.152 0.011 - - - - - 0.046 HCM Control Delay (s) 11 8 - - 0 - - 12.3 HCM Lane LOS B A - - A - - B HCM 95th %tile Q(veh) 0.5 0 - - 0 - - 0.1 HCM 6th TWSC McHenry HS AM Existing 21: Oakwood Dr & Bus Exit 03/13/2019 McHenry HS AM Existing Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 5 Intersection Int Delay, s/veh 3.6 Movement NWL NWR NET NER SWL SWT Lane Configurations Traffic Vol, veh/h 3 19 69 0 0 14 Future Vol, veh/h 3 19 69 0 0 14 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 25 48 100 100 100 70 Heavy Vehicles, % 33 79 0 0 0 7 Mvmt Flow 12 40 69 0 0 20 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 89 69 0 0 69 0 Stage 1 69 - - - - - Stage 2 20 - - - - - Critical Hdwy 6.73 6.99 - - 4.1 - Critical Hdwy Stg 1 5.73 - - - - - Critical Hdwy Stg 2 5.73 - - - - - Follow-up Hdwy 3.797 4.011 - - 2.2 - Pot Cap-1 Maneuver 841 816 - - 1545 - Stage 1 881 - - - - - Stage 2 928 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 841 816 - - 1545 - Mov Cap-2 Maneuver 841 - - - - - Stage 1 881 - - - - - Stage 2 928 - - - - - Approach NW NE SW HCM Control Delay, s 9.7 0 0 HCM LOS A Minor Lane/Major Mvmt NET NERNWLn1 SWL SWT Capacity (veh/h) - - 822 1545 - HCM Lane V/C Ratio - - 0.063 - - HCM Control Delay (s) - - 9.7 0 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - 0.2 0 - HCM 6th TWSC McHenry HS AM Existing 31: South Access 03/13/2019 McHenry HS AM Existing Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 6 Intersection Int Delay, s/veh 0.4 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Traffic Vol, veh/h 0 268 0 25 164 75 0 0 0 0 0 0 Future Vol, veh/h 0 268 0 25 164 75 0 0 0 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 50 50 50 50 50 50 50 50 50 50 50 50 Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0 Mvmt Flow 0 536 0 50 328 150 0 0 0 0 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All - 0 - 536 0 0 1039 1114 268 771 1039 403 Stage 1 - - - - - - 536 536 - 503 503 - Stage 2 - - - - - - 503 578 - 268 536 - Critical Hdwy - - - 4.1 - - 7.3 6.5 6.9 7.3 6.5 6.2 Critical Hdwy Stg 1 - - - - - - 6.5 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.5 5.5 - Follow-up Hdwy - - - 2.2 - - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 0 - 0 1042 - - 199 210 736 306 232 652 Stage 1 0 - 0 - - - 501 527 - 555 545 - Stage 2 0 - 0 - - - 555 504 - 720 527 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - 1042 - - 189 196 736 290 216 652 Mov Cap-2 Maneuver - - - - - - 189 196 - 290 216 - Stage 1 - - - - - - 501 527 - 555 508 - Stage 2 - - - - - - 518 470 - 720 527 - Approach SE NW NE SW HCM Control Delay, s 0 0.8 0 0 HCM LOS A A Minor Lane/Major Mvmt NELn1 NWL NWT NWR SETSWLn1 Capacity (veh/h) - 1042 - - - - HCM Lane V/C Ratio - 0.048 - - - - HCM Control Delay (s) 0 8.6 0 - - 0 HCM Lane LOS A A A - - A HCM 95th %tile Q(veh) - 0.2 - - - - Timings McHenry HS School Release Existing 3: Crystal Lake Rd & Dartmoor Dr 03/13/2019 McHenry HS School Release Existing Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 55 14 26 9 6 55 20 374 13 89 424 112 Future Volume (vph) 55 14 26 9 6 55 20 374 13 89 424 112 Satd. Flow (prot) 0 1742 0 0 1714 1553 1719 1827 1615 1752 1799 0 Flt Permitted 0.820 0.817 0.216 0.405 Satd. Flow (perm) 0 1451 0 0 1446 1489 391 1827 1580 747 1799 0 Satd. Flow (RTOR) 21 90 90 15 Lane Group Flow (vph) 0 116 0 0 24 72 40 407 24 116 737 0 Turn Type Perm NA Perm NA Perm pm+pt NA Perm pm+pt NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 8 8 2 2 6 Detector Phase 4 4 8 8 8 5 2 2 1 6 Switch Phase Minimum Initial (s) 10.0 10.0 10.0 10.0 10.0 5.0 15.0 15.0 5.0 15.0 Minimum Split (s) 16.0 16.0 16.0 16.0 16.0 10.0 21.0 21.0 10.0 21.0 Total Split (s) 30.0 30.0 30.0 30.0 30.0 20.0 41.0 41.0 20.0 41.0 Total Split (%) 33.0% 33.0% 33.0% 33.0% 33.0% 22.0% 45.1% 45.1% 22.0% 45.1% Yellow Time (s) 4.5 4.5 4.5 4.5 4.5 4.0 4.5 4.5 4.0 4.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 5.5 5.5 5.0 5.5 5.5 5.0 5.5 Lead/Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None None None None Min Min None Min Act Effct Green (s) 20.2 20.2 20.2 45.1 39.9 39.9 49.0 44.6 Actuated g/C Ratio 0.26 0.26 0.26 0.58 0.51 0.51 0.63 0.57 v/c Ratio 0.30 0.06 0.16 0.11 0.43 0.03 0.20 0.71 Control Delay 20.6 21.2 4.0 11.5 22.5 0.1 11.0 27.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 20.6 21.2 4.0 11.5 22.5 0.1 11.0 27.0 LOS C C A B C A B C Approach Delay 20.6 8.3 20.4 24.8 Approach LOS C A C C Queue Length 50th (ft) 37 9 0 5 109 0 14 246 Queue Length 95th (ft) 60 22 11 16 338 0 58 #505 Internal Link Dist (ft) 943 492 436 531 Turn Bay Length (ft) 115 115 115 Base Capacity (vph) 592 577 649 526 1031 931 693 1038 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.20 0.04 0.11 0.08 0.39 0.03 0.17 0.71 Intersection Summary Cycle Length: 91 Actuated Cycle Length: 77.7 Natural Cycle: 60 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.71 Timings McHenry HS School Release Existing 3: Crystal Lake Rd & Dartmoor Dr 03/13/2019 McHenry HS School Release Existing Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 2 Intersection Signal Delay: 22.1 Intersection LOS: C Intersection Capacity Utilization 66.8% ICU Level of Service C Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3: Crystal Lake Rd & Dartmoor Dr Timings McHenry HS School Release Existing 6: Crystal Lake Rd & Royal Dr 03/13/2019 McHenry HS School Release Existing Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 136 1 72 6 0 8 120 511 2 5 464 85 Future Volume (vph) 136 1 72 6 0 8 120 511 2 5 464 85 Satd. Flow (prot) 1687 1456 0 1805 1615 0 1787 1863 1615 1805 1752 0 Flt Permitted 0.625 0.237 0.381 Satd. Flow (perm) 1110 1456 0 1896 1615 0 446 1863 1578 724 1752 0 Satd. Flow (RTOR) 76 434 102 7 Lane Group Flow (vph) 192 80 0 8 12 0 156 594 8 8 612 0 Turn Type pm+pt NA pm+pt NA pm+pt NA Perm pm+pt NA Protected Phases 3 8 7 4 1 6 5 2 Permitted Phases 8 4 6 6 2 Detector Phase 3 8 8 7 4 4 1 6 6 5 2 Switch Phase Minimum Initial (s) 3.0 8.0 3.0 8.0 3.0 15.0 15.0 3.0 15.0 Minimum Split (s) 7.0 14.0 7.0 14.0 7.0 21.0 21.0 7.0 21.0 Total Split (s) 33.0 36.0 28.0 31.0 24.0 56.0 56.0 24.0 56.0 Total Split (%) 22.9% 25.0% 19.4% 21.5% 16.7% 38.9% 38.9% 16.7% 38.9% Yellow Time (s) 3.5 4.5 3.5 4.5 3.5 4.5 4.5 3.5 4.5 All-Red Time (s) 0.0 1.5 0.0 1.5 0.0 1.5 1.5 0.0 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.5 6.0 3.5 6.0 3.5 6.0 6.0 3.5 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None Min Min None Min Act Effct Green (s) 26.3 22.1 16.8 8.3 64.6 60.4 60.4 56.8 48.5 Actuated g/C Ratio 0.27 0.23 0.17 0.08 0.66 0.62 0.62 0.58 0.49 v/c Ratio 0.45 0.21 0.03 0.02 0.36 0.52 0.01 0.02 0.70 Control Delay 33.7 10.6 28.0 0.1 9.7 14.5 0.0 8.2 26.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 33.7 10.6 28.0 0.1 9.7 14.5 0.0 8.2 26.6 LOS C B C A A B A A C Approach Delay 26.9 11.3 13.4 26.4 Approach LOS C B B C Queue Length 50th (ft) 100 2 4 0 32 178 0 2 272 Queue Length 95th (ft) 132 0 13 0 61 387 0 6 540 Internal Link Dist (ft) 558 199 341 704 Turn Bay Length (ft) 150 115 265 115 Base Capacity (vph) 570 505 891 740 578 1147 1011 706 911 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.34 0.16 0.01 0.02 0.27 0.52 0.01 0.01 0.67 Intersection Summary Cycle Length: 144 Actuated Cycle Length: 98.1 Natural Cycle: 60 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.70 Timings McHenry HS School Release Existing 6: Crystal Lake Rd & Royal Dr 03/13/2019 McHenry HS School Release Existing Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 4 Intersection Signal Delay: 20.4 Intersection LOS: C Intersection Capacity Utilization 64.5% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 6: Crystal Lake Rd & Royal Dr Timings McHenry HS School Release Existing 12: Crystal Lake Rd & South Access 03/13/2019 McHenry HS School Release Existing Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 5 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 148 161 24 458 490 49 Future Volume (vph) 148 161 24 458 490 49 Satd. Flow (prot) 1787 1599 1736 1827 1845 1615 Flt Permitted 0.950 0.230 Satd. Flow (perm) 1783 1599 419 1827 1845 1562 Satd. Flow (RTOR) 278 68 Lane Group Flow (vph) 279 322 44 509 583 96 Turn Type Prot Perm pm+pt NA NA Perm Protected Phases 4 5 2 6 Permitted Phases 4 2 6 Detector Phase 4 4 5 2 6 6 Switch Phase Minimum Initial (s) 6.0 6.0 3.0 15.0 15.0 15.0 Minimum Split (s) 12.0 12.0 7.0 21.0 21.0 21.0 Total Split (s) 45.0 45.0 10.0 55.0 45.0 45.0 Total Split (%) 45.0% 45.0% 10.0% 55.0% 45.0% 45.0% Yellow Time (s) 4.5 4.5 3.5 4.5 4.5 4.5 All-Red Time (s) 1.5 1.5 0.0 1.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 3.5 6.0 6.0 6.0 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None Min Min Min Act Effct Green (s) 16.7 16.7 34.1 31.3 26.4 26.4 Actuated g/C Ratio 0.27 0.27 0.56 0.51 0.43 0.43 v/c Ratio 0.58 0.51 0.12 0.55 0.74 0.14 Control Delay 27.4 8.2 7.2 12.5 22.6 6.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 27.4 8.2 7.2 12.5 22.6 6.2 LOS C A A B C A Approach Delay 17.1 12.1 20.3 Approach LOS B B C Queue Length 50th (ft) 98 13 6 112 195 7 Queue Length 95th (ft) 107 0 13 232 327 10 Internal Link Dist (ft) 66 408 927 Turn Bay Length (ft) 100 150 Base Capacity (vph) 1241 1196 388 1445 1282 1106 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.22 0.27 0.11 0.35 0.45 0.09 Intersection Summary Cycle Length: 100 Actuated Cycle Length: 61.4 Natural Cycle: 55 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.74 Timings McHenry HS School Release Existing 12: Crystal Lake Rd & South Access 03/13/2019 McHenry HS School Release Existing Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 6 Intersection Signal Delay: 16.8 Intersection LOS: B Intersection Capacity Utilization 45.8% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 12: Crystal Lake Rd & South Access Timings McHenry HS School Release Existing 26: 03/13/2019 McHenry HS School Release Existing Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 7 Lane Group SBL SBR NWL NWR NEL NER Ø1 Ø2 Ø3 Lane Configurations Traffic Volume (vph) 0 0 73 0 0 0 Future Volume (vph) 0 0 73 0 0 0 Satd. Flow (prot) 0 0 1805 0 0 0 Flt Permitted 0.950 Satd. Flow (perm) 0 0 1805 0 0 0 Satd. Flow (RTOR) 1091 Lane Group Flow (vph) 0 0 146 0 0 0 Turn Type Prot Protected Phases 1 3 1 2 3 Permitted Phases Detector Phase 1 3 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 9.5 Total Split (s) 1100.0 734.0 1166.0 Total Split (%) 37% 24% 39% Yellow Time (s) 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lead-Lag Optimize? Yes Yes Recall Mode Max Max Max Act Effct Green (s) 2261.5 Actuated g/C Ratio 0.75 v/c Ratio 0.09 Control Delay 0.1 Queue Delay 0.0 Total Delay 0.1 LOS A Approach Delay 0.1 Approach LOS A Queue Length 50th (ft) 0 Queue Length 95th (ft) 0 Internal Link Dist (ft) 1 140 243 Turn Bay Length (ft) Base Capacity (vph) 1629 Starvation Cap Reductn 0 Spillback Cap Reductn 0 Storage Cap Reductn 0 Reduced v/c Ratio 0.09 Intersection Summary Cycle Length: 3000 Actuated Cycle Length: 3000 Offset: 0 (0%), Referenced to phase 1:NWL, Start of Green Natural Cycle: 55 Control Type: Pretimed Timings McHenry HS School Release Existing 26: 03/13/2019 McHenry HS School Release Existing Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 8 Maximum v/c Ratio: 0.09 Intersection Signal Delay: 0.1 Intersection LOS: A Intersection Capacity Utilization 7.9% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 26: HCM 6th TWSC McHenry HS School Release Existing 9: Crystal Lake Rd & Kensington Dr 03/13/2019 McHenry HS School Release Existing Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 1 Intersection Int Delay, s/veh 1.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 15 0 17 0 0 0 17 467 0 0 608 43 Future Vol, veh/h 15 0 17 0 0 0 17 467 0 0 608 43 Conflicting Peds, #/hr 0 0 0 0 0 0 32 0 0 0 0 32 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - 110 - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 54 100 71 100 100 100 53 92 100 100 76 63 Heavy Vehicles, % 4 0 6 0 0 0 0 3 0 0 2 2 Mvmt Flow 28 0 24 0 0 0 32 508 0 0 800 68 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1438 1438 866 1418 1472 508 900 0 0 508 0 0 Stage 1 866 866 - 572 572 - - - - - - - Stage 2 572 572 - 846 900 - - - - - - - Critical Hdwy 7.14 6.5 6.26 7.1 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.14 5.5 - 6.1 5.5 - - - - - - - Critical Hdwy Stg 2 6.14 5.5 - 6.1 5.5 - - - - - - - Follow-up Hdwy 3.536 4 3.354 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 110 134 347 116 128 569 763 - - 1067 - - Stage 1 345 373 - 509 508 - - - - - - - Stage 2 502 508 - 360 360 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 103 124 336 104 119 569 740 - - 1067 - - Mov Cap-2 Maneuver 103 124 - 104 119 - - - - - - - Stage 1 320 362 - 487 486 - - - - - - - Stage 2 480 486 - 334 349 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 40.4 0 0.6 0 HCM LOS E A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 740 - - 152 - 1067 - - HCM Lane V/C Ratio 0.043 - - 0.34 - - - - HCM Control Delay (s) 10.1 - - 40.4 0 0 - - HCM Lane LOS B - - E A A - - HCM 95th %tile Q(veh) 0.1 - - 1.4 - 0 - - HCM 6th TWSC McHenry HS School Release Existing 14: Crystal Lake Rd & Center Access 03/13/2019 McHenry HS School Release Existing Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 2 Intersection Int Delay, s/veh 0.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 3 603 539 20 Future Vol, veh/h 0 0 3 603 539 20 Conflicting Peds, #/hr 0 0 2 0 0 2 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 100 - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 100 100 25 84 56 91 Heavy Vehicles, % 0 0 100 2 2 85 Mvmt Flow 0 0 12 718 963 22 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 965 987 0 - 0 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.2 5.1 - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.3 3.1 - - - Pot Cap-1 Maneuver 0 312 426 - - - Stage 1 0 - - - - - Stage 2 0 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 311 425 - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB NB SB HCM Control Delay, s 0 0.2 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 425 - - - - HCM Lane V/C Ratio 0.028 - - - - HCM Control Delay (s) 13.7 - 0 - - HCM Lane LOS B - A - - HCM 95th %tile Q(veh) 0.1 - - - - HCM 6th TWSC McHenry HS School Release Existing 16: Crystal Lake Rd & North Access 03/13/2019 McHenry HS School Release Existing Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 3 Intersection Int Delay, s/veh 2.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 36 36 6 597 523 19 Future Vol, veh/h 36 36 6 597 523 19 Conflicting Peds, #/hr 0 0 8 0 0 8 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 100 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 60 41 75 81 92 53 Heavy Vehicles, % 0 3 0 2 6 0 Mvmt Flow 60 88 8 737 568 36 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1347 310 612 0 - 0 Stage 1 594 - - - - - Stage 2 753 - - - - - Critical Hdwy 6.6 6.945 4.1 - - - Critical Hdwy Stg 1 5.8 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.53.3285 2.2 - - - Pot Cap-1 Maneuver 156 684 977 - - - Stage 1 520 - - - - - Stage 2 469 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 152 679 970 - - - Mov Cap-2 Maneuver 152 - - - - - Stage 1 512 - - - - - Stage 2 465 - - - - - Approach EB NB SB HCM Control Delay, s 24.2 0.1 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 970 - 152 679 - - HCM Lane V/C Ratio 0.008 - 0.395 0.129 - - HCM Control Delay (s) 8.7 - 43.3 11.1 - - HCM Lane LOS A - E B - - HCM 95th %tile Q(veh) 0 - 1.7 0.4 - - HCM 6th TWSC McHenry HS School Release Existing 18: Oakwood Dr & Royal Dr 03/13/2019 McHenry HS School Release Existing Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 4 Intersection Int Delay, s/veh 4.9 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Traffic Vol, veh/h 6 66 21 54 106 8 18 2 81 5 3 1 Future Vol, veh/h 6 66 21 54 106 8 18 2 81 5 3 1 Conflicting Peds, #/hr 0 0 1 1 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - 60 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 50 87 58 84 68 33 38 50 78 63 38 25 Heavy Vehicles, % 0 2 5 4 0 0 45 0 15 0 0 0 Mvmt Flow 12 76 36 64 156 24 47 4 104 8 8 4 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 180 0 0 113 0 0 421 427 95 468 433 168 Stage 1 - - - - - - 119 119 - 296 296 - Stage 2 - - - - - - 302 308 - 172 137 - Critical Hdwy 4.1 - - 4.14 - - 7.55 6.5 6.35 7.1 6.5 6.2 Critical Hdwy Stg 1 - - - - - - 6.55 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 - - - - - - 6.55 5.5 - 6.1 5.5 - Follow-up Hdwy 2.2 - - 2.236 - - 3.905 4 3.435 3.5 4 3.3 Pot Cap-1 Maneuver 1408 - - 1464 - - 475 523 927 509 519 881 Stage 1 - - - - - - 791 801 - 717 672 - Stage 2 - - - - - - 624 664 - 835 787 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1408 - - 1463 - - 448 495 926 431 491 881 Mov Cap-2 Maneuver - - - - - - 448 495 - 431 491 - Stage 1 - - - - - - 783 793 - 711 642 - Stage 2 - - - - - - 587 635 - 731 779 - Approach SE NW NE SW HCM Control Delay, s 0.7 2 11.8 12.4 HCM LOS B B Minor Lane/Major Mvmt NELn1 NWL NWT NWR SEL SET SERSWLn1 Capacity (veh/h) 687 1463 - - 1408 - - 508 HCM Lane V/C Ratio 0.226 0.044 - - 0.009 - - 0.039 HCM Control Delay (s) 11.8 7.6 - - 7.6 0 - 12.4 HCM Lane LOS B A - - A A - B HCM 95th %tile Q(veh) 0.9 0.1 - - 0 - - 0.1 HCM 6th TWSC McHenry HS School Release Existing 21: Oakwood Dr & Bus Exit 03/13/2019 McHenry HS School Release Existing Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 5 Intersection Int Delay, s/veh 3.2 Movement NWL NWR NET NER SWL SWT Lane Configurations Traffic Vol, veh/h 5 29 72 0 0 78 Future Vol, veh/h 5 29 72 0 0 78 Conflicting Peds, #/hr 2 7 0 3 3 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 31 45 91 100 100 89 Heavy Vehicles, % 40 55 6 0 0 3 Mvmt Flow 16 64 79 0 0 88 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 172 89 0 0 82 0 Stage 1 82 - - - - - Stage 2 90 - - - - - Critical Hdwy 6.8 6.75 - - 4.1 - Critical Hdwy Stg 1 5.8 - - - - - Critical Hdwy Stg 2 5.8 - - - - - Follow-up Hdwy 3.86 3.795 - - 2.2 - Pot Cap-1 Maneuver 738 841 - - 1528 - Stage 1 854 - - - - - Stage 2 846 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 734 833 - - 1524 - Mov Cap-2 Maneuver 734 - - - - - Stage 1 851 - - - - - Stage 2 844 - - - - - Approach NW NE SW HCM Control Delay, s 9.9 0 0 HCM LOS A Minor Lane/Major Mvmt NET NERNWLn1 SWL SWT Capacity (veh/h) - - 811 1524 - HCM Lane V/C Ratio - - 0.099 - - HCM Control Delay (s) - - 9.9 0 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - 0.3 0 - Timings McHenry HS PM Existing 3: Crystal Lake Rd & Dartmoor Dr 03/13/2019 McHenry HS PM Existing Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 85 7 28 7 5 72 39 574 23 79 421 123 Future Volume (vph) 85 7 28 7 5 72 39 574 23 79 421 123 Satd. Flow (prot) 0 1748 0 0 1847 1615 1752 1881 1615 1805 1823 0 Flt Permitted 0.778 0.828 0.258 0.222 Satd. Flow (perm) 0 1405 0 0 1573 1581 476 1881 1615 422 1823 0 Satd. Flow (RTOR) 14 96 90 18 Lane Group Flow (vph) 0 152 0 0 28 96 52 617 32 92 641 0 Turn Type Perm NA Perm NA Perm pm+pt NA Perm pm+pt NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 8 8 2 2 6 Detector Phase 4 4 8 8 8 5 2 2 1 6 Switch Phase Minimum Initial (s) 10.0 10.0 10.0 10.0 10.0 5.0 15.0 15.0 5.0 15.0 Minimum Split (s) 16.0 16.0 15.5 15.5 15.5 10.0 21.0 21.0 10.0 21.0 Total Split (s) 30.0 30.0 30.0 30.0 30.0 20.0 41.0 41.0 20.0 41.0 Total Split (%) 33.0% 33.0% 33.0% 33.0% 33.0% 22.0% 45.1% 45.1% 22.0% 45.1% Yellow Time (s) 4.5 4.5 4.5 4.5 4.5 4.0 4.5 4.5 4.0 4.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 5.5 5.5 5.0 5.5 5.5 5.0 5.5 Lead/Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None None None None Min Min None Min Act Effct Green (s) 17.5 17.5 17.5 39.2 32.8 32.8 41.5 36.2 Actuated g/C Ratio 0.24 0.24 0.24 0.54 0.45 0.45 0.57 0.50 v/c Ratio 0.43 0.07 0.21 0.13 0.72 0.04 0.23 0.70 Control Delay 26.1 22.5 6.2 9.1 26.1 0.1 9.5 23.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 26.1 22.5 6.2 9.1 26.1 0.1 9.5 23.0 LOS C C A A C A A C Approach Delay 26.1 9.9 23.7 21.3 Approach LOS C A C C Queue Length 50th (ft) 56 10 0 7 205 0 13 210 Queue Length 95th (ft) 46 13 19 30 #618 0 54 #556 Internal Link Dist (ft) 943 492 436 531 Turn Bay Length (ft) 115 115 115 Base Capacity (vph) 559 616 677 568 985 889 560 992 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.27 0.05 0.14 0.09 0.63 0.04 0.16 0.65 Intersection Summary Cycle Length: 91 Actuated Cycle Length: 72.3 Natural Cycle: 60 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.72 Timings McHenry HS PM Existing 3: Crystal Lake Rd & Dartmoor Dr 03/13/2019 McHenry HS PM Existing Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 2 Intersection Signal Delay: 21.9 Intersection LOS: C Intersection Capacity Utilization 61.4% ICU Level of Service B Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3: Crystal Lake Rd & Dartmoor Dr Timings McHenry HS PM Existing 6: Crystal Lake Rd & Royal Dr 03/13/2019 McHenry HS PM Existing Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 101 1 75 3 0 2 99 610 1 7 562 88 Future Volume (vph) 101 1 75 3 0 2 99 610 1 7 562 88 Satd. Flow (prot) 1805 1626 0 1805 1615 0 1787 1881 1615 1805 1826 0 Flt Permitted 0.455 0.215 0.349 Satd. Flow (perm) 864 1626 0 1900 1615 0 404 1881 1615 663 1826 0 Satd. Flow (RTOR) 91 457 102 7 Lane Group Flow (vph) 116 95 0 12 4 0 116 670 4 12 727 0 Turn Type pm+pt NA pm+pt NA pm+pt NA Perm pm+pt NA Protected Phases 3 8 7 4 1 6 5 2 Permitted Phases 8 4 6 6 2 Detector Phase 3 8 8 7 4 4 1 6 6 5 2 Switch Phase Minimum Initial (s) 3.0 8.0 3.0 8.0 3.0 15.0 15.0 3.0 15.0 Minimum Split (s) 7.0 14.0 7.0 14.0 7.0 21.0 21.0 7.0 21.0 Total Split (s) 33.0 36.0 28.0 31.0 24.0 56.0 56.0 24.0 56.0 Total Split (%) 22.9% 25.0% 19.4% 21.5% 16.7% 38.9% 38.9% 16.7% 38.9% Yellow Time (s) 3.5 3.5 3.5 4.5 3.5 4.5 4.5 3.5 4.5 All-Red Time (s) 0.0 0.0 0.0 1.5 0.0 1.5 1.5 0.0 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.5 3.5 3.5 6.0 3.5 6.0 6.0 3.5 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None Min Min None Min Act Effct Green (s) 16.8 15.0 16.8 8.1 64.4 60.2 60.2 59.0 50.6 Actuated g/C Ratio 0.19 0.17 0.19 0.09 0.73 0.68 0.68 0.67 0.57 v/c Ratio 0.40 0.27 0.03 0.01 0.28 0.52 0.00 0.02 0.69 Control Delay 34.1 10.3 26.3 0.0 6.7 11.5 0.0 5.9 20.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 34.1 10.3 26.3 0.0 6.7 11.5 0.0 5.9 20.3 LOS C B C A A B A A C Approach Delay 23.4 19.8 10.7 20.0 Approach LOS C B B C Queue Length 50th (ft) 55 2 4 0 12 119 0 1 224 Queue Length 95th (ft) 101 0 6 0 44 434 0 6 560 Internal Link Dist (ft) 558 199 341 704 Turn Bay Length (ft) 150 115 265 115 Base Capacity (vph) 658 663 903 789 619 1281 1133 751 1050 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.18 0.14 0.01 0.01 0.19 0.52 0.00 0.02 0.69 Intersection Summary Cycle Length: 144 Actuated Cycle Length: 88.3 Natural Cycle: 60 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.69 Timings McHenry HS PM Existing 6: Crystal Lake Rd & Royal Dr 03/13/2019 McHenry HS PM Existing Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 4 Intersection Signal Delay: 16.2 Intersection LOS: B Intersection Capacity Utilization 64.4% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 6: Crystal Lake Rd & Royal Dr HCM 6th TWSC McHenry HS PM Existing 9: Crystal Lake Rd & Kensington Dr 03/13/2019 McHenry HS PM Existing Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 1 Intersection Int Delay, s/veh 1.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 12 0 13 0 0 0 30 701 0 0 610 26 Future Vol, veh/h 12 0 13 0 0 0 30 701 0 0 610 26 Conflicting Peds, #/hr 0 0 0 0 0 0 2 0 0 0 0 2 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - 110 - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 50 100 65 100 100 100 75 90 100 100 86 81 Heavy Vehicles, % 0 0 0 0 0 0 0 1 0 0 1 0 Mvmt Flow 24 0 20 0 0 0 40 779 0 0 709 32 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1586 1586 727 1594 1602 779 743 0 0 779 0 0 Stage 1 727 727 - 859 859 - - - - - - - Stage 2 859 859 - 735 743 - - - - - - - Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 - - - - - - - Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 88 109 427 87 107 399 873 - - 847 - - Stage 1 419 432 - 354 376 - - - - - - - Stage 2 354 376 - 414 425 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 85 104 426 80 102 399 871 - - 847 - - Mov Cap-2 Maneuver 85 104 - 80 102 - - - - - - - Stage 1 399 431 - 338 359 - - - - - - - Stage 2 338 359 - 395 424 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 44.5 0 0.5 0 HCM LOS E A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 871 - - 134 - 847 - - HCM Lane V/C Ratio 0.046 - - 0.328 - - - - HCM Control Delay (s) 9.3 - - 44.5 0 0 - - HCM Lane LOS A - - E A A - - HCM 95th %tile Q(veh) 0.1 - - 1.3 - 0 - - HCM 6th TWSC McHenry HS PM Existing 12: Crystal Lake Rd & South Access 03/13/2019 McHenry HS PM Existing Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 2 Intersection Int Delay, s/veh 2.8 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 49 54 61 652 582 49 Future Vol, veh/h 49 54 61 652 582 49 Conflicting Peds, #/hr 0 0 1 0 0 1 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 100 - - 150 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 53 68 80 91 88 88 Heavy Vehicles, % 0 2 2 1 1 0 Mvmt Flow 92 79 76 716 661 56 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1530 662 718 0 - 0 Stage 1 662 - - - - - Stage 2 868 - - - - - Critical Hdwy 6.4 6.22 4.12 - - - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.318 2.218 - - - Pot Cap-1 Maneuver 130 462 883 - - - Stage 1 517 - - - - - Stage 2 414 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 119 462 882 - - - Mov Cap-2 Maneuver 232 - - - - - Stage 1 472 - - - - - Stage 2 414 - - - - - Approach EB NB SB HCM Control Delay, s 23 0.9 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 882 - 232 462 - - HCM Lane V/C Ratio 0.086 - 0.399 0.172 - - HCM Control Delay (s) 9.5 - 30.4 14.4 - - HCM Lane LOS A - D B - - HCM 95th %tile Q(veh) 0.3 - 1.8 0.6 - - HCM 6th TWSC McHenry HS PM Existing 14: Crystal Lake Rd & Center Access 03/13/2019 McHenry HS PM Existing Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 3 Intersection Int Delay, s/veh 0 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 0 701 631 12 Future Vol, veh/h 0 0 0 701 631 12 Conflicting Peds, #/hr 0 0 1 0 0 1 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 100 - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 100 100 100 91 87 50 Heavy Vehicles, % 0 0 0 1 1 8 Mvmt Flow 0 0 0 770 725 24 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 726 750 0 - 0 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.2 4.1 - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.3 2.2 - - - Pot Cap-1 Maneuver 0 428 868 - - - Stage 1 0 - - - - - Stage 2 0 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 428 867 - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB NB SB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 867 - - - - HCM Lane V/C Ratio - - - - - HCM Control Delay (s) 0 - 0 - - HCM Lane LOS A - A - - HCM 95th %tile Q(veh) 0 - - - - HCM 6th TWSC McHenry HS PM Existing 16: Crystal Lake Rd & North Access 03/13/2019 McHenry HS PM Existing Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 4 Intersection Int Delay, s/veh 0.7 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 12 10 3 698 633 7 Future Vol, veh/h 12 10 3 698 633 7 Conflicting Peds, #/hr 0 0 2 0 0 2 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 100 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 60 63 25 93 88 58 Heavy Vehicles, % 0 10 0 1 1 0 Mvmt Flow 20 16 12 751 719 12 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1502 368 733 0 - 0 Stage 1 727 - - - - - Stage 2 775 - - - - - Critical Hdwy 6.6 7.05 4.1 - - - Critical Hdwy Stg 1 5.8 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.395 2.2 - - - Pot Cap-1 Maneuver 125 610 881 - - - Stage 1 445 - - - - - Stage 2 458 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 123 609 879 - - - Mov Cap-2 Maneuver 123 - - - - - Stage 1 438 - - - - - Stage 2 457 - - - - - Approach EB NB SB HCM Control Delay, s 27.2 0.1 0 HCM LOS D Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 879 - 123 609 - - HCM Lane V/C Ratio 0.014 - 0.163 0.026 - - HCM Control Delay (s) 9.2 - 39.9 11.1 - - HCM Lane LOS A - E B - - HCM 95th %tile Q(veh) 0 - 0.6 0.1 - - HCM 6th TWSC McHenry HS PM Existing 18: Oakwood Dr & Royal Dr 03/13/2019 McHenry HS PM Existing Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 5 Intersection Int Delay, s/veh 3.5 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Traffic Vol, veh/h 3 67 17 57 81 20 1 0 44 6 0 2 Future Vol, veh/h 3 67 17 57 81 20 1 0 44 6 0 2 Conflicting Peds, #/hr 0 0 1 1 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - 60 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 38 70 71 79 88 42 25 100 73 38 100 25 Heavy Vehicles, % 0 0 0 2 0 0 0 0 0 0 0 0 Mvmt Flow 8 96 24 72 92 48 4 0 60 16 0 8 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 140 0 0 121 0 0 389 409 109 414 397 116 Stage 1 - - - - - - 125 125 - 260 260 - Stage 2 - - - - - - 264 284 - 154 137 - Critical Hdwy 4.1 - - 4.12 - - 7.1 6.5 6.2 7.1 6.5 6.2 Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.1 5.5 - Follow-up Hdwy 2.2 - - 2.218 - - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 1456 - - 1467 - - 574 535 950 552 544 942 Stage 1 - - - - - - 884 796 - 749 697 - Stage 2 - - - - - - 746 680 - 853 787 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1456 - - 1466 - - 545 505 949 495 514 942 Mov Cap-2 Maneuver - - - - - - 545 505 - 495 514 - Stage 1 - - - - - - 878 790 - 745 663 - Stage 2 - - - - - - 703 647 - 794 781 - Approach SE NW NE SW HCM Control Delay, s 0.5 2.6 9.3 11.4 HCM LOS A B Minor Lane/Major Mvmt NELn1 NWL NWT NWR SEL SET SERSWLn1 Capacity (veh/h) 907 1466 - - 1456 - - 589 HCM Lane V/C Ratio 0.071 0.049 - - 0.005 - - 0.04 HCM Control Delay (s) 9.3 7.6 - - 7.5 0 - 11.4 HCM Lane LOS A A - - A A - B HCM 95th %tile Q(veh) 0.2 0.2 - - 0 - - 0.1 HCM 6th TWSC McHenry HS PM Existing 21: Oakwood Dr & Bus Exit 03/13/2019 McHenry HS PM Existing Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 6 Intersection Int Delay, s/veh 0.2 Movement NWL NWR NET NER SWL SWT Lane Configurations Traffic Vol, veh/h 0 1 44 0 0 74 Future Vol, veh/h 0 1 44 0 0 74 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 100 25 73 100 100 85 Heavy Vehicles, % 0 0 0 0 0 2 Mvmt Flow 0 4 60 0 0 87 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 147 60 0 0 60 0 Stage 1 60 - - - - - Stage 2 87 - - - - - Critical Hdwy 6.4 6.2 - - 4.1 - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.3 - - 2.2 - Pot Cap-1 Maneuver 850 1011 - - 1556 - Stage 1 968 - - - - - Stage 2 941 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 850 1011 - - 1556 - Mov Cap-2 Maneuver 850 - - - - - Stage 1 968 - - - - - Stage 2 941 - - - - - Approach NW NE SW HCM Control Delay, s 8.6 0 0 HCM LOS A Minor Lane/Major Mvmt NET NERNWLn1 SWL SWT Capacity (veh/h) - - 1011 1556 - HCM Lane V/C Ratio - - 0.004 - - HCM Control Delay (s) - - 8.6 0 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - 0 0 - Timings McHenry HS AM 2030 NoBuild 3: Crystal Lake Rd & Dartmoor Dr 03/13/2019 McHenry HS AM 2030 NoBuild Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 216 4 55 19 7 127 12 397 3 45 441 56 Future Volume (vph) 216 4 55 19 7 127 12 397 3 45 441 56 Satd. Flow (prot) 0 1755 0 0 1787 1583 1805 1863 1615 1736 1782 0 Flt Permitted 0.752 0.781 0.215 0.148 Satd. Flow (perm) 0 1366 0 0 1439 1545 408 1863 1615 270 1782 0 Satd. Flow (RTOR) 13 187 90 15 Lane Group Flow (vph) 0 397 0 0 32 187 22 630 8 76 653 0 Turn Type Perm NA Perm NA Perm pm+pt NA Perm pm+pt NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 8 8 2 2 6 Detector Phase 4 4 8 8 8 5 2 2 1 6 Switch Phase Minimum Initial (s) 10.0 10.0 10.0 10.0 10.0 5.0 15.0 15.0 5.0 15.0 Minimum Split (s) 15.5 15.5 15.5 15.5 15.5 10.0 21.0 21.0 10.0 21.0 Total Split (s) 30.0 30.0 30.0 30.0 30.0 20.0 41.0 41.0 20.0 41.0 Total Split (%) 33.0% 33.0% 33.0% 33.0% 33.0% 22.0% 45.1% 45.1% 22.0% 45.1% Yellow Time (s) 4.5 4.5 4.5 4.5 4.5 4.0 4.5 4.5 4.0 4.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 5.5 5.5 5.0 5.5 5.5 5.0 5.5 Lead/Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None None None None Min Min None Min Act Effct Green (s) 27.7 27.7 27.7 39.1 33.1 33.1 43.0 39.0 Actuated g/C Ratio 0.34 0.34 0.34 0.47 0.40 0.40 0.52 0.47 v/c Ratio 0.85 0.07 0.29 0.07 0.84 0.01 0.26 0.77 Control Delay 45.3 21.2 4.7 10.7 36.4 0.0 12.2 27.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 45.3 21.2 4.7 10.7 36.4 0.0 12.2 27.4 LOS D C A B D A B C Approach Delay 45.3 7.1 35.1 25.8 Approach LOS D A D C Queue Length 50th (ft) 201 12 0 4 282 0 16 206 Queue Length 95th (ft) 83 20 12 12 332 0 31 #557 Internal Link Dist (ft) 943 492 2154 531 Turn Bay Length (ft) 115 115 115 Base Capacity (vph) 467 482 642 478 823 764 418 909 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.85 0.07 0.29 0.05 0.77 0.01 0.18 0.72 Intersection Summary Cycle Length: 91 Actuated Cycle Length: 82.5 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.85 Timings McHenry HS AM 2030 NoBuild 3: Crystal Lake Rd & Dartmoor Dr 03/13/2019 McHenry HS AM 2030 NoBuild Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 2 Intersection Signal Delay: 30.7 Intersection LOS: C Intersection Capacity Utilization 66.3% ICU Level of Service C Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3: Crystal Lake Rd & Dartmoor Dr Timings McHenry HS AM 2030 NoBuild 6: Crystal Lake Rd & Royal Dr 03/13/2019 McHenry HS AM 2030 NoBuild Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 93 0 214 1 0 1 34 485 1 5 541 33 Future Volume (vph) 93 0 214 1 0 1 34 485 1 5 541 33 Satd. Flow (prot) 1671 1568 0 1805 1615 0 1805 1881 1615 1805 1813 0 Flt Permitted 0.816 0.221 0.309 Satd. Flow (perm) 1436 1568 0 1900 1615 0 420 1881 1615 587 1813 0 Satd. Flow (RTOR) 556 472 102 2 Lane Group Flow (vph) 129 319 0 4 4 0 42 647 4 8 708 0 Turn Type pm+pt NA pm+pt NA pm+pt NA Perm pm+pt NA Protected Phases 3 8 7 4 1 6 5 2 Permitted Phases 8 4 6 6 2 Detector Phase 3 8 8 7 4 4 1 6 6 5 2 Switch Phase Minimum Initial (s) 3.0 8.0 3.0 8.0 3.0 15.0 15.0 3.0 15.0 Minimum Split (s) 7.0 14.0 7.0 14.0 7.0 21.0 21.0 7.0 21.0 Total Split (s) 33.0 36.0 28.0 31.0 24.0 56.0 56.0 24.0 56.0 Total Split (%) 22.9% 25.0% 19.4% 21.5% 16.7% 38.9% 38.9% 16.7% 38.9% Yellow Time (s) 3.5 4.5 3.5 4.5 3.5 4.5 4.5 3.5 4.5 All-Red Time (s) 0.0 1.5 0.0 1.5 0.0 1.5 1.5 0.0 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.5 6.0 3.5 6.0 3.5 6.0 6.0 3.5 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None Min Min None Min Act Effct Green (s) 20.7 16.5 16.7 8.4 58.6 54.8 54.8 56.5 50.7 Actuated g/C Ratio 0.24 0.19 0.19 0.10 0.68 0.63 0.63 0.65 0.58 v/c Ratio 0.33 0.43 0.01 0.01 0.11 0.55 0.00 0.02 0.67 Control Delay 30.1 1.8 25.0 0.0 6.4 13.1 0.0 6.2 19.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 30.1 1.8 25.0 0.0 6.4 13.1 0.0 6.2 19.0 LOS C A C A A B A A B Approach Delay 9.9 12.5 12.6 18.8 Approach LOS A B B B Queue Length 50th (ft) 61 0 2 0 6 163 0 1 270 Queue Length 95th (ft) 87 0 3 0 20 316 0 5 432 Internal Link Dist (ft) 558 199 341 2918 Turn Bay Length (ft) 150 115 265 115 Base Capacity (vph) 654 910 934 806 617 1186 1056 690 1060 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.20 0.35 0.00 0.00 0.07 0.55 0.00 0.01 0.67 Intersection Summary Cycle Length: 144 Actuated Cycle Length: 86.8 Natural Cycle: 60 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.67 Timings McHenry HS AM 2030 NoBuild 6: Crystal Lake Rd & Royal Dr 03/13/2019 McHenry HS AM 2030 NoBuild Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 4 Intersection Signal Delay: 14.4 Intersection LOS: B Intersection Capacity Utilization 53.8% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 6: Crystal Lake Rd & Royal Dr Timings McHenry HS AM 2030 NoBuild 12: Crystal Lake Rd & South Access 03/13/2019 McHenry HS AM 2030 NoBuild Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 5 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 106 162 274 480 352 308 Future Volume (vph) 106 162 274 480 352 308 Satd. Flow (prot) 1805 1599 1805 1845 1827 1615 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1794 1599 1791 1845 1827 1561 Satd. Flow (RTOR) 266 378 Lane Group Flow (vph) 212 266 449 640 396 570 Turn Type Prot Perm Prot NA NA Perm Protected Phases 4 5 2 6 Permitted Phases 4 6 Detector Phase 4 4 5 2 6 6 Switch Phase Minimum Initial (s) 6.0 6.0 3.0 15.0 15.0 15.0 Minimum Split (s) 14.0 14.0 7.5 21.0 21.0 21.0 Total Split (s) 30.0 30.0 60.0 120.0 60.0 60.0 Total Split (%) 20.0% 20.0% 40.0% 80.0% 40.0% 40.0% Yellow Time (s) 4.5 4.5 3.5 4.5 4.5 4.5 All-Red Time (s) 1.5 1.5 1.0 1.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 4.5 6.0 6.0 6.0 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None Min Min Min Act Effct Green (s) 22.1 22.1 40.8 90.3 44.9 44.9 Actuated g/C Ratio 0.18 0.18 0.33 0.72 0.36 0.36 v/c Ratio 0.67 0.53 0.76 0.48 0.60 0.71 Control Delay 63.0 10.2 48.1 8.4 38.7 17.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 63.0 10.2 48.1 8.4 38.7 17.1 LOS E B D A D B Approach Delay 33.6 24.8 26.0 Approach LOS C C C Queue Length 50th (ft) 172 0 348 205 273 138 Queue Length 95th (ft) 151 0 294 201 424 21 Internal Link Dist (ft) 94 408 927 Turn Bay Length (ft) 375 150 Base Capacity (vph) 361 533 836 1628 823 911 Starvation Cap Reductn 1 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.59 0.50 0.54 0.39 0.48 0.63 Intersection Summary Cycle Length: 150 Actuated Cycle Length: 124.9 Natural Cycle: 60 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.76 Timings McHenry HS AM 2030 NoBuild 12: Crystal Lake Rd & South Access 03/13/2019 McHenry HS AM 2030 NoBuild Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 6 Intersection Signal Delay: 26.9 Intersection LOS: C Intersection Capacity Utilization 53.3% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 12: Crystal Lake Rd & South Access Timings McHenry HS AM 2030 NoBuild 13: South Access 03/13/2019 McHenry HS AM 2030 NoBuild Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 7 Lane Group NWL NWR NET NER SWL SWT Lane Configurations Traffic Volume (vph) 100 64 0 0 268 0 Future Volume (vph) 100 64 0 0 268 0 Satd. Flow (prot) 1767 0 1900 0 0 1805 Flt Permitted 0.964 0.757 Satd. Flow (perm) 1767 0 1900 0 0 1438 Satd. Flow (RTOR) 35 Lane Group Flow (vph) 270 0 0 0 0 536 Turn Type Prot Perm NA Protected Phases 2 4 8 Permitted Phases 8 Detector Phase 2 4 8 8 Switch Phase Minimum Initial (s) 15.0 5.0 5.0 5.0 Minimum Split (s) 24.0 24.0 24.0 24.0 Total Split (s) 50.0 30.0 30.0 30.0 Total Split (%) 62.5% 37.5% 37.5% 37.5% Yellow Time (s) 4.5 4.5 4.5 4.5 All-Red Time (s) 1.5 1.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 Lead/Lag Lead-Lag Optimize? Recall Mode Min None None None Act Effct Green (s) 16.7 24.1 Actuated g/C Ratio 0.32 0.46 v/c Ratio 0.46 0.82 Control Delay 15.3 26.9 Queue Delay 0.0 0.9 Total Delay 15.3 27.8 LOS B C Approach Delay 15.3 27.8 Approach LOS B C Queue Length 50th (ft) 57 128 Queue Length 95th (ft) 49 112 Internal Link Dist (ft) 30 126 118 Turn Bay Length (ft) Base Capacity (vph) 1481 655 Starvation Cap Reductn 0 23 Spillback Cap Reductn 0 0 Storage Cap Reductn 0 0 Reduced v/c Ratio 0.18 0.85 Intersection Summary Cycle Length: 80 Actuated Cycle Length: 52.8 Natural Cycle: 60 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.82 Timings McHenry HS AM 2030 NoBuild 13: South Access 03/13/2019 McHenry HS AM 2030 NoBuild Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 8 Intersection Signal Delay: 23.6 Intersection LOS: C Intersection Capacity Utilization 37.3% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 13: South Access Timings McHenry HS AM 2030 NoBuild 26: 03/13/2019 McHenry HS AM 2030 NoBuild Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 9 Lane Group WBL WBR SBL SBR NEL NER Ø3 Lane Configurations Traffic Volume (vph) 268 0 0 0 0 0 Future Volume (vph) 268 0 0 0 0 0 Satd. Flow (prot) 1805 0 0 0 0 0 Flt Permitted 0.950 Satd. Flow (perm) 1805 0 0 0 0 0 Satd. Flow (RTOR) 1091 Lane Group Flow (vph) 536 0 0 0 0 0 Turn Type Prot Protected Phases 2 3 Permitted Phases Detector Phase 2 Switch Phase Minimum Initial (s) 2.0 1.0 Minimum Split (s) 4.0 5.0 Total Split (s) 4.0 10.0 Total Split (%) 28.6% 71% Yellow Time (s) 2.0 2.0 All-Red Time (s) 0.0 0.0 Lost Time Adjust (s) 0.0 Total Lost Time (s) 2.0 Lead/Lag Lead-Lag Optimize? Recall Mode None C-Max Act Effct Green (s) 2.0 Actuated g/C Ratio 0.14 v/c Ratio 0.45 Control Delay 1.2 Queue Delay 0.0 Total Delay 1.2 LOS A Approach Delay 1.2 Approach LOS A Queue Length 50th (ft) 0 Queue Length 95th (ft) 0 Internal Link Dist (ft) 145 1 35 Turn Bay Length (ft) Base Capacity (vph) 1193 Starvation Cap Reductn 0 Spillback Cap Reductn 0 Storage Cap Reductn 0 Reduced v/c Ratio 0.45 Intersection Summary Cycle Length: 14 Actuated Cycle Length: 14 Offset: 1 (7%), Referenced to phase 3:Hold, Start of Green Natural Cycle: 40 Control Type: Actuated-Coordinated Timings McHenry HS AM 2030 NoBuild 26: 03/13/2019 McHenry HS AM 2030 NoBuild Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 10 Maximum v/c Ratio: 0.45 Intersection Signal Delay: 1.2 Intersection LOS: A Intersection Capacity Utilization 18.2% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 26: HCM 6th TWSC McHenry HS AM 2030 NoBuild 9: Crystal Lake Rd & Kensington Dr 03/13/2019 McHenry HS AM 2030 NoBuild Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 1 Intersection Int Delay, s/veh 2.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 18 0 41 0 0 0 4 736 0 0 501 13 Future Vol, veh/h 18 0 41 0 0 0 4 736 0 0 501 13 Conflicting Peds, #/hr 0 0 0 0 0 0 11 0 0 0 0 11 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - 110 - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 64 100 85 100 100 100 33 68 100 100 80 54 Heavy Vehicles, % 0 0 2 0 0 0 25 2 0 0 4 0 Mvmt Flow 28 0 48 0 0 0 12 1082 0 0 626 24 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1755 1755 649 1768 1767 1082 661 0 0 1082 0 0 Stage 1 649 649 - 1106 1106 - - - - - - - Stage 2 1106 1106 - 662 661 - - - - - - - Critical Hdwy 7.1 6.5 6.22 7.1 6.5 6.2 4.35 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 - - - - - - - Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 - - - - - - - Follow-up Hdwy 3.5 4 3.318 3.5 4 3.3 2.425 - - 2.2 - - Pot Cap-1 Maneuver 67 86 470 66 85 267 828 - - 652 - - Stage 1 462 469 - 258 289 - - - - - - - Stage 2 258 289 - 454 463 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 66 84 465 58 83 267 819 - - 652 - - Mov Cap-2 Maneuver 66 84 - 58 83 - - - - - - - Stage 1 450 464 - 254 285 - - - - - - - Stage 2 254 285 - 407 458 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 55.2 0 0.1 0 HCM LOS F A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 819 - - 144 - 652 - - HCM Lane V/C Ratio 0.015 - - 0.53 - - - - HCM Control Delay (s) 9.5 - - 55.2 0 0 - - HCM Lane LOS A - - F A A - - HCM 95th %tile Q(veh) 0 - - 2.6 - 0 - - HCM 6th TWSC McHenry HS AM 2030 NoBuild 14: Crystal Lake Rd & Center Access 03/13/2019 McHenry HS AM 2030 NoBuild Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 2 Intersection Int Delay, s/veh 0.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 8 578 660 24 Future Vol, veh/h 0 0 8 578 660 24 Conflicting Peds, #/hr 0 0 3 0 0 3 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 100 - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 100 100 40 74 71 38 Heavy Vehicles, % 0 0 88 1 2 54 Mvmt Flow 0 0 20 781 930 63 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 933 996 0 - 0 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.2 4.98 - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.3 2.992 - - - Pot Cap-1 Maneuver 0 325 446 - - - Stage 1 0 - - - - - Stage 2 0 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 324 445 - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB NB SB HCM Control Delay, s 0 0.3 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 445 - - - - HCM Lane V/C Ratio 0.045 - - - - HCM Control Delay (s) 13.5 - 0 - - HCM Lane LOS B - A - - HCM 95th %tile Q(veh) 0.1 - - - - HCM 6th TWSC McHenry HS AM 2030 NoBuild 16: Crystal Lake Rd & North Access 03/13/2019 McHenry HS AM 2030 NoBuild Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 3 Intersection Int Delay, s/veh 1.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 10 15 68 510 669 87 Future Vol, veh/h 10 15 68 510 669 87 Conflicting Peds, #/hr 0 0 15 0 0 15 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 100 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 63 38 50 82 75 60 Heavy Vehicles, % 0 7 0 2 4 0 Mvmt Flow 16 39 136 622 892 145 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1874 534 1052 0 - 0 Stage 1 980 - - - - - Stage 2 894 - - - - - Critical Hdwy 6.6 7.005 4.1 - - - Critical Hdwy Stg 1 5.8 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.53.3665 2.2 - - - Pot Cap-1 Maneuver 72 481 669 - - - Stage 1 329 - - - - - Stage 2 403 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 56 474 659 - - - Mov Cap-2 Maneuver 56 - - - - - Stage 1 258 - - - - - Stage 2 397 - - - - - Approach EB NB SB HCM Control Delay, s 36.2 2.1 0 HCM LOS E Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 659 - 56 474 - - HCM Lane V/C Ratio 0.206 - 0.283 0.083 - - HCM Control Delay (s) 11.9 - 93 13.3 - - HCM Lane LOS B - F B - - HCM 95th %tile Q(veh) 0.8 - 1 0.3 - - HCM 6th TWSC McHenry HS AM 2030 NoBuild 18: Oakwood Dr & Royal Dr 03/13/2019 McHenry HS AM 2030 NoBuild Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 4 Intersection Int Delay, s/veh 3.7 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Traffic Vol, veh/h 0 193 6 10 19 5 11 0 87 15 1 0 Future Vol, veh/h 0 193 6 10 19 5 11 0 87 15 1 0 Conflicting Peds, #/hr 0 0 1 1 0 0 0 0 2 2 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - 60 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 100 67 63 58 61 63 83 100 81 75 25 100 Heavy Vehicles, % 0 1 0 14 0 0 60 0 13 0 0 0 Mvmt Flow 0 288 10 17 31 8 13 0 107 20 4 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 39 0 0 299 0 0 365 367 296 418 368 35 Stage 1 - - - - - - 294 294 - 69 69 - Stage 2 - - - - - - 71 73 - 349 299 - Critical Hdwy 4.1 - - 4.24 - - 7.7 6.5 6.33 7.1 6.5 6.2 Critical Hdwy Stg 1 - - - - - - 6.7 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 - - - - - - 6.7 5.5 - 6.1 5.5 - Follow-up Hdwy 2.2 - - 2.326 - - 4.04 4 3.417 3.5 4 3.3 Pot Cap-1 Maneuver 1584 - - 1197 - - 497 565 718 549 564 1044 Stage 1 - - - - - - 605 673 - 946 841 - Stage 2 - - - - - - 812 838 - 671 670 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1584 - - 1196 - - 489 557 716 461 556 1044 Mov Cap-2 Maneuver - - - - - - 489 557 - 461 556 - Stage 1 - - - - - - 604 672 - 946 829 - Stage 2 - - - - - - 797 826 - 569 669 - Approach SE NW NE SW HCM Control Delay, s 0 2.5 11.4 13 HCM LOS B B Minor Lane/Major Mvmt NELn1 NWL NWT NWR SEL SET SERSWLn1 Capacity (veh/h) 681 1196 - - 1584 - - 475 HCM Lane V/C Ratio 0.177 0.014 - - - - - 0.051 HCM Control Delay (s) 11.4 8.1 - - 0 - - 13 HCM Lane LOS B A - - A - - B HCM 95th %tile Q(veh) 0.6 0 - - 0 - - 0.2 HCM 6th TWSC McHenry HS AM 2030 NoBuild 21: Oakwood Dr & Bus Exit 03/13/2019 McHenry HS AM 2030 NoBuild Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 5 Intersection Int Delay, s/veh 3.3 Movement NWL NWR NET NER SWL SWT Lane Configurations Traffic Vol, veh/h 3 19 79 0 0 17 Future Vol, veh/h 3 19 79 0 0 17 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 25 48 100 100 100 70 Heavy Vehicles, % 33 79 0 0 0 7 Mvmt Flow 12 40 79 0 0 24 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 103 79 0 0 79 0 Stage 1 79 - - - - - Stage 2 24 - - - - - Critical Hdwy 6.73 6.99 - - 4.1 - Critical Hdwy Stg 1 5.73 - - - - - Critical Hdwy Stg 2 5.73 - - - - - Follow-up Hdwy 3.797 4.011 - - 2.2 - Pot Cap-1 Maneuver 825 804 - - 1532 - Stage 1 871 - - - - - Stage 2 924 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 825 804 - - 1532 - Mov Cap-2 Maneuver 825 - - - - - Stage 1 871 - - - - - Stage 2 924 - - - - - Approach NW NE SW HCM Control Delay, s 9.8 0 0 HCM LOS A Minor Lane/Major Mvmt NET NERNWLn1 SWL SWT Capacity (veh/h) - - 809 1532 - HCM Lane V/C Ratio - - 0.064 - - HCM Control Delay (s) - - 9.8 0 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - 0.2 0 - HCM 6th TWSC McHenry HS AM 2030 NoBuild 31: South Access 03/13/2019 McHenry HS AM 2030 NoBuild Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 6 Intersection Int Delay, s/veh 0.4 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Traffic Vol, veh/h 0 268 0 25 164 75 0 0 0 0 0 0 Future Vol, veh/h 0 268 0 25 164 75 0 0 0 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 50 50 50 50 50 50 50 50 50 50 50 50 Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0 Mvmt Flow 0 536 0 50 328 150 0 0 0 0 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 478 0 0 536 0 0 1039 1114 268 771 1039 403 Stage 1 - - - - - - 536 536 - 503 503 - Stage 2 - - - - - - 503 578 - 268 536 - Critical Hdwy 4.1 - - 4.1 - - 7.3 6.5 6.9 7.3 6.5 6.2 Critical Hdwy Stg 1 - - - - - - 6.5 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.5 5.5 - Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 1095 - - 1042 - - 199 210 736 306 232 652 Stage 1 - - - - - - 501 527 - 555 545 - Stage 2 - - - - - - 555 504 - 720 527 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1095 - - 1042 - - 189 196 736 290 216 652 Mov Cap-2 Maneuver - - - - - - 189 196 - 290 216 - Stage 1 - - - - - - 501 527 - 555 508 - Stage 2 - - - - - - 518 470 - 720 527 - Approach SE NW NE SW HCM Control Delay, s 0 0.8 0 0 HCM LOS A A Minor Lane/Major Mvmt NELn1 NWL NWT NWR SEL SET SERSWLn1 Capacity (veh/h) - 1042 - - 1095 - - - HCM Lane V/C Ratio - 0.048 - - - - - - HCM Control Delay (s) 0 8.6 0 - 0 - - 0 HCM Lane LOS A A A - A - - A HCM 95th %tile Q(veh) - 0.2 - - 0 - - - Timings McHenry HS School Release 2030 NoBuild 3: Crystal Lake Rd & Dartmoor Dr 03/13/2019 McHenry HS School Release 2030 NoBuild Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 63 16 29 9 6 55 22 441 13 89 489 117 Future Volume (vph) 63 16 29 9 6 55 22 441 13 89 489 117 Satd. Flow (prot) 0 1742 0 0 1714 1553 1719 1827 1615 1752 1804 0 Flt Permitted 0.815 0.811 0.140 0.347 Satd. Flow (perm) 0 1442 0 0 1436 1489 253 1827 1580 640 1804 0 Satd. Flow (RTOR) 20 90 90 14 Lane Group Flow (vph) 0 132 0 0 24 72 44 479 24 116 835 0 Turn Type Perm NA Perm NA Perm pm+pt NA Perm pm+pt NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 8 8 2 2 6 Detector Phase 4 4 8 8 8 5 2 2 1 6 Switch Phase Minimum Initial (s) 10.0 10.0 10.0 10.0 10.0 5.0 15.0 15.0 5.0 15.0 Minimum Split (s) 16.0 16.0 16.0 16.0 16.0 10.0 21.0 21.0 10.0 21.0 Total Split (s) 30.0 30.0 30.0 30.0 30.0 20.0 41.0 41.0 20.0 41.0 Total Split (%) 33.0% 33.0% 33.0% 33.0% 33.0% 22.0% 45.1% 45.1% 22.0% 45.1% Yellow Time (s) 4.5 4.5 4.5 4.5 4.5 4.0 4.5 4.5 4.0 4.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 5.5 5.5 5.0 5.5 5.5 5.0 5.5 Lead/Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None None None None Min Min None Min Act Effct Green (s) 20.5 20.5 20.5 45.5 40.4 40.4 49.4 45.0 Actuated g/C Ratio 0.26 0.26 0.26 0.58 0.52 0.52 0.63 0.57 v/c Ratio 0.34 0.06 0.16 0.15 0.51 0.03 0.22 0.80 Control Delay 21.8 21.5 3.9 11.9 24.0 0.1 11.1 30.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 21.8 21.5 3.9 11.9 24.0 0.1 11.1 30.7 LOS C C A B C A B C Approach Delay 21.8 8.3 22.0 28.3 Approach LOS C A C C Queue Length 50th (ft) 45 9 0 5 139 0 15 318 Queue Length 95th (ft) 68 22 11 17 #414 0 58 #622 Internal Link Dist (ft) 943 492 436 531 Turn Bay Length (ft) 115 115 115 Base Capacity (vph) 584 570 645 464 1026 926 645 1041 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.23 0.04 0.11 0.09 0.47 0.03 0.18 0.80 Intersection Summary Cycle Length: 91 Actuated Cycle Length: 78.3 Natural Cycle: 65 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.80 Timings McHenry HS School Release 2030 NoBuild 3: Crystal Lake Rd & Dartmoor Dr 03/13/2019 McHenry HS School Release 2030 NoBuild Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 2 Intersection Signal Delay: 24.7 Intersection LOS: C Intersection Capacity Utilization 70.5% ICU Level of Service C Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3: Crystal Lake Rd & Dartmoor Dr Timings McHenry HS School Release 2030 NoBuild 6: Crystal Lake Rd & Royal Dr 03/13/2019 McHenry HS School Release 2030 NoBuild Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 152 1 81 6 0 8 134 570 2 5 525 95 Future Volume (vph) 152 1 81 6 0 8 134 570 2 5 525 95 Satd. Flow (prot) 1687 1455 0 1805 1615 0 1787 1863 1615 1805 1754 0 Flt Permitted 0.615 0.173 0.329 Satd. Flow (perm) 1092 1455 0 1896 1615 0 325 1863 1578 625 1754 0 Satd. Flow (RTOR) 85 408 102 7 Lane Group Flow (vph) 214 89 0 8 12 0 174 663 8 8 690 0 Turn Type pm+pt NA pm+pt NA pm+pt NA Perm pm+pt NA Protected Phases 3 8 7 4 1 6 5 2 Permitted Phases 8 4 6 6 2 Detector Phase 3 8 8 7 4 4 1 6 6 5 2 Switch Phase Minimum Initial (s) 3.0 8.0 3.0 8.0 3.0 15.0 15.0 3.0 15.0 Minimum Split (s) 7.0 14.0 7.0 14.0 7.0 21.0 21.0 7.0 21.0 Total Split (s) 33.0 36.0 28.0 31.0 24.0 56.0 56.0 24.0 56.0 Total Split (%) 22.9% 25.0% 19.4% 21.5% 16.7% 38.9% 38.9% 16.7% 38.9% Yellow Time (s) 3.5 4.5 3.5 4.5 3.5 4.5 4.5 3.5 4.5 All-Red Time (s) 0.0 1.5 0.0 1.5 0.0 1.5 1.5 0.0 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.5 6.0 3.5 6.0 3.5 6.0 6.0 3.5 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None Min Min None Min Act Effct Green (s) 28.4 24.1 16.7 8.2 67.8 63.6 63.6 58.8 50.6 Actuated g/C Ratio 0.27 0.23 0.16 0.08 0.66 0.62 0.62 0.57 0.49 v/c Ratio 0.49 0.22 0.03 0.02 0.47 0.58 0.01 0.02 0.80 Control Delay 35.3 9.9 28.7 0.1 12.1 16.5 0.0 9.0 33.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 35.3 9.9 28.7 0.1 12.1 16.5 0.0 9.0 33.0 LOS D A C A B B A A C Approach Delay 27.8 11.5 15.4 32.7 Approach LOS C B B C Queue Length 50th (ft) 115 2 4 0 40 228 0 2 360 Queue Length 95th (ft) 150 0 14 0 71 471 0 6 #746 Internal Link Dist (ft) 558 199 341 704 Turn Bay Length (ft) 150 115 265 115 Base Capacity (vph) 542 492 864 703 507 1146 1010 646 861 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.39 0.18 0.01 0.02 0.34 0.58 0.01 0.01 0.80 Intersection Summary Cycle Length: 144 Actuated Cycle Length: 103.3 Natural Cycle: 60 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.80 Timings McHenry HS School Release 2030 NoBuild 6: Crystal Lake Rd & Royal Dr 03/13/2019 McHenry HS School Release 2030 NoBuild Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 4 Intersection Signal Delay: 23.9 Intersection LOS: C Intersection Capacity Utilization 70.0% ICU Level of Service C Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 6: Crystal Lake Rd & Royal Dr Timings McHenry HS School Release 2030 NoBuild 12: Crystal Lake Rd & South Access 03/13/2019 McHenry HS School Release 2030 NoBuild Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 5 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 148 161 24 531 560 49 Future Volume (vph) 148 161 24 531 560 49 Satd. Flow (prot) 1787 1599 1736 1827 1845 1615 Flt Permitted 0.950 0.194 Satd. Flow (perm) 1783 1599 353 1827 1845 1562 Satd. Flow (RTOR) 246 59 Lane Group Flow (vph) 279 322 44 590 667 96 Turn Type Prot Perm pm+pt NA NA Perm Protected Phases 4 5 2 6 Permitted Phases 4 2 6 Detector Phase 4 4 5 2 6 6 Switch Phase Minimum Initial (s) 6.0 6.0 3.0 15.0 15.0 15.0 Minimum Split (s) 12.0 12.0 7.0 21.0 21.0 21.0 Total Split (s) 45.0 45.0 10.0 55.0 45.0 45.0 Total Split (%) 45.0% 45.0% 10.0% 55.0% 45.0% 45.0% Yellow Time (s) 4.5 4.5 3.5 4.5 4.5 4.5 All-Red Time (s) 1.5 1.5 0.0 1.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 3.5 6.0 6.0 6.0 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None Min Min Min Act Effct Green (s) 17.1 17.1 39.3 36.6 31.6 31.6 Actuated g/C Ratio 0.26 0.26 0.59 0.55 0.47 0.47 v/c Ratio 0.61 0.54 0.13 0.59 0.76 0.12 Control Delay 30.8 10.9 7.0 12.9 23.5 6.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 30.8 10.9 7.0 12.9 23.5 6.7 LOS C B A B C A Approach Delay 20.1 12.5 21.3 Approach LOS C B C Queue Length 50th (ft) 119 29 7 141 241 9 Queue Length 95th (ft) 107 4 13 284 397 13 Internal Link Dist (ft) 66 408 927 Turn Bay Length (ft) 100 150 Base Capacity (vph) 1140 1109 354 1387 1177 1018 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.24 0.29 0.12 0.43 0.57 0.09 Intersection Summary Cycle Length: 100 Actuated Cycle Length: 66.8 Natural Cycle: 60 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.76 Timings McHenry HS School Release 2030 NoBuild 12: Crystal Lake Rd & South Access 03/13/2019 McHenry HS School Release 2030 NoBuild Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 6 Intersection Signal Delay: 18.2 Intersection LOS: B Intersection Capacity Utilization 49.4% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 12: Crystal Lake Rd & South Access Timings McHenry HS School Release 2030 NoBuild 26: 03/13/2019 McHenry HS School Release 2030 NoBuild Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 7 Lane Group SBL SBR NWL NWR NEL NER Ø1 Ø2 Ø3 Lane Configurations Traffic Volume (vph) 0 0 73 0 0 0 Future Volume (vph) 0 0 73 0 0 0 Satd. Flow (prot) 0 0 1805 0 0 0 Flt Permitted 0.950 Satd. Flow (perm) 0 0 1805 0 0 0 Satd. Flow (RTOR) 1091 Lane Group Flow (vph) 0 0 146 0 0 0 Turn Type Prot Protected Phases 1 3 1 2 3 Permitted Phases Detector Phase 1 3 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 9.5 Total Split (s) 1100.0 734.0 1166.0 Total Split (%) 37% 24% 39% Yellow Time (s) 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lead-Lag Optimize? Yes Yes Recall Mode Max Max Max Act Effct Green (s) 2261.5 Actuated g/C Ratio 0.75 v/c Ratio 0.09 Control Delay 0.1 Queue Delay 0.0 Total Delay 0.1 LOS A Approach Delay 0.1 Approach LOS A Queue Length 50th (ft) 0 Queue Length 95th (ft) 0 Internal Link Dist (ft) 1 140 243 Turn Bay Length (ft) Base Capacity (vph) 1629 Starvation Cap Reductn 0 Spillback Cap Reductn 0 Storage Cap Reductn 0 Reduced v/c Ratio 0.09 Intersection Summary Cycle Length: 3000 Actuated Cycle Length: 3000 Offset: 0 (0%), Referenced to phase 1:NWL, Start of Green Natural Cycle: 55 Control Type: Pretimed Timings McHenry HS School Release 2030 NoBuild 26: 03/13/2019 McHenry HS School Release 2030 NoBuild Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 8 Maximum v/c Ratio: 0.09 Intersection Signal Delay: 0.1 Intersection LOS: A Intersection Capacity Utilization 7.9% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 26: HCM 6th TWSC McHenry HS School Release 2030 NoBuild 9: Crystal Lake Rd & Kensington Dr 03/13/2019 McHenry HS School Release 2030 NoBuild Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 1 Intersection Int Delay, s/veh 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 15 0 17 0 0 0 17 542 0 0 678 43 Future Vol, veh/h 15 0 17 0 0 0 17 542 0 0 678 43 Conflicting Peds, #/hr 0 0 0 0 0 0 32 0 0 0 0 32 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - 110 - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 54 100 71 100 100 100 53 92 100 100 76 63 Heavy Vehicles, % 4 0 6 0 0 0 0 3 0 0 2 2 Mvmt Flow 28 0 24 0 0 0 32 589 0 0 892 68 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1611 1611 958 1591 1645 589 992 0 0 589 0 0 Stage 1 958 958 - 653 653 - - - - - - - Stage 2 653 653 - 938 992 - - - - - - - Critical Hdwy 7.14 6.5 6.26 7.1 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.14 5.5 - 6.1 5.5 - - - - - - - Critical Hdwy Stg 2 6.14 5.5 - 6.1 5.5 - - - - - - - Follow-up Hdwy 3.536 4 3.354 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 83 105 307 88 101 512 705 - - 996 - - Stage 1 307 338 - 460 467 - - - - - - - Stage 2 453 467 - 320 326 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 78 97 298 78 93 512 684 - - 996 - - Mov Cap-2 Maneuver 78 97 - 78 93 - - - - - - - Stage 1 284 328 - 438 445 - - - - - - - Stage 2 432 445 - 294 316 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 57.4 0 0.5 0 HCM LOS F A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 684 - - 118 - 996 - - HCM Lane V/C Ratio 0.047 - - 0.438 - - - - HCM Control Delay (s) 10.5 - - 57.4 0 0 - - HCM Lane LOS B - - F A A - - HCM 95th %tile Q(veh) 0.1 - - 1.9 - 0 - - HCM 6th TWSC McHenry HS School Release 2030 NoBuild 14: Crystal Lake Rd & Center Access 03/13/2019 McHenry HS School Release 2030 NoBuild Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 2 Intersection Int Delay, s/veh 0.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 3 676 609 20 Future Vol, veh/h 0 0 3 676 609 20 Conflicting Peds, #/hr 0 0 2 0 0 2 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 100 - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 100 100 25 84 56 91 Heavy Vehicles, % 0 0 100 2 2 85 Mvmt Flow 0 0 12 805 1088 22 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 1090 1112 0 - 0 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.2 5.1 - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.3 3.1 - - - Pot Cap-1 Maneuver 0 264 373 - - - Stage 1 0 - - - - - Stage 2 0 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 263 372 - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB NB SB HCM Control Delay, s 0 0.2 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 372 - - - - HCM Lane V/C Ratio 0.032 - - - - HCM Control Delay (s) 15 - 0 - - HCM Lane LOS C - A - - HCM 95th %tile Q(veh) 0.1 - - - - HCM 6th TWSC McHenry HS School Release 2030 NoBuild 16: Crystal Lake Rd & North Access 03/13/2019 McHenry HS School Release 2030 NoBuild Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 3 Intersection Int Delay, s/veh 2.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 36 36 6 670 593 19 Future Vol, veh/h 36 36 6 670 593 19 Conflicting Peds, #/hr 0 0 8 0 0 8 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 100 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 60 41 75 81 92 53 Heavy Vehicles, % 0 3 0 2 6 0 Mvmt Flow 60 88 8 827 645 36 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1514 349 689 0 - 0 Stage 1 671 - - - - - Stage 2 843 - - - - - Critical Hdwy 6.6 6.945 4.1 - - - Critical Hdwy Stg 1 5.8 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.53.3285 2.2 - - - Pot Cap-1 Maneuver 122 645 915 - - - Stage 1 475 - - - - - Stage 2 426 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 119 640 908 - - - Mov Cap-2 Maneuver 119 - - - - - Stage 1 467 - - - - - Stage 2 423 - - - - - Approach EB NB SB HCM Control Delay, s 32.3 0.1 0 HCM LOS D Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 908 - 119 640 - - HCM Lane V/C Ratio 0.009 - 0.504 0.137 - - HCM Control Delay (s) 9 - 62.7 11.5 - - HCM Lane LOS A - F B - - HCM 95th %tile Q(veh) 0 - 2.3 0.5 - - HCM 6th TWSC McHenry HS School Release 2030 NoBuild 18: Oakwood Dr & Royal Dr 03/13/2019 McHenry HS School Release 2030 NoBuild Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 4 Intersection Int Delay, s/veh 5.1 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Traffic Vol, veh/h 6 74 23 61 118 8 20 2 90 5 3 1 Future Vol, veh/h 6 74 23 61 118 8 20 2 90 5 3 1 Conflicting Peds, #/hr 0 0 1 1 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - 60 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 50 87 58 84 68 33 38 50 78 63 38 25 Heavy Vehicles, % 0 2 5 4 0 0 45 0 15 0 0 0 Mvmt Flow 12 85 40 73 174 24 53 4 115 8 8 4 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 198 0 0 126 0 0 468 474 106 521 482 186 Stage 1 - - - - - - 130 130 - 332 332 - Stage 2 - - - - - - 338 344 - 189 150 - Critical Hdwy 4.1 - - 4.14 - - 7.55 6.5 6.35 7.1 6.5 6.2 Critical Hdwy Stg 1 - - - - - - 6.55 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 - - - - - - 6.55 5.5 - 6.1 5.5 - Follow-up Hdwy 2.2 - - 2.236 - - 3.905 4 3.435 3.5 4 3.3 Pot Cap-1 Maneuver 1387 - - 1448 - - 441 492 914 469 487 861 Stage 1 - - - - - - 780 792 - 686 648 - Stage 2 - - - - - - 595 640 - 817 777 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1387 - - 1447 - - 413 463 913 389 458 861 Mov Cap-2 Maneuver - - - - - - 413 463 - 389 458 - Stage 1 - - - - - - 772 784 - 680 616 - Stage 2 - - - - - - 555 608 - 704 769 - Approach SE NW NE SW HCM Control Delay, s 0.7 2 12.4 13 HCM LOS B B Minor Lane/Major Mvmt NELn1 NWL NWT NWR SEL SET SERSWLn1 Capacity (veh/h) 655 1447 - - 1387 - - 469 HCM Lane V/C Ratio 0.263 0.05 - - 0.009 - - 0.042 HCM Control Delay (s) 12.4 7.6 - - 7.6 0 - 13 HCM Lane LOS B A - - A A - B HCM 95th %tile Q(veh) 1.1 0.2 - - 0 - - 0.1 HCM 6th TWSC McHenry HS School Release 2030 NoBuild 21: Oakwood Dr & Bus Exit 03/13/2019 McHenry HS School Release 2030 NoBuild Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 5 Intersection Int Delay, s/veh 3 Movement NWL NWR NET NER SWL SWT Lane Configurations Traffic Vol, veh/h 5 29 83 0 0 87 Future Vol, veh/h 5 29 83 0 0 87 Conflicting Peds, #/hr 2 7 0 3 3 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 31 45 91 100 100 89 Heavy Vehicles, % 40 55 6 0 0 3 Mvmt Flow 16 64 91 0 0 98 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 194 101 0 0 94 0 Stage 1 94 - - - - - Stage 2 100 - - - - - Critical Hdwy 6.8 6.75 - - 4.1 - Critical Hdwy Stg 1 5.8 - - - - - Critical Hdwy Stg 2 5.8 - - - - - Follow-up Hdwy 3.86 3.795 - - 2.2 - Pot Cap-1 Maneuver 716 827 - - 1513 - Stage 1 843 - - - - - Stage 2 837 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 712 819 - - 1509 - Mov Cap-2 Maneuver 712 - - - - - Stage 1 840 - - - - - Stage 2 835 - - - - - Approach NW NE SW HCM Control Delay, s 10 0 0 HCM LOS B Minor Lane/Major Mvmt NET NERNWLn1 SWL SWT Capacity (veh/h) - - 795 1509 - HCM Lane V/C Ratio - - 0.101 - - HCM Control Delay (s) - - 10 0 - HCM Lane LOS - - B A - HCM 95th %tile Q(veh) - - 0.3 0 - Timings McHenry HS PM 2030 NoBuild 3: Crystal Lake Rd & Dartmoor Dr 03/13/2019 McHenry HS PM 2030 NoBuild Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 95 8 31 7 5 72 44 646 23 79 489 129 Future Volume (vph) 95 8 31 7 5 72 44 646 23 79 489 129 Satd. Flow (prot) 0 1748 0 0 1847 1615 1752 1881 1615 1805 1828 0 Flt Permitted 0.777 0.821 0.199 0.183 Satd. Flow (perm) 0 1403 0 0 1560 1581 367 1881 1615 348 1828 0 Satd. Flow (RTOR) 14 96 90 16 Lane Group Flow (vph) 0 169 0 0 28 96 59 695 32 92 729 0 Turn Type Perm NA Perm NA Perm pm+pt NA Perm pm+pt NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 8 8 2 2 6 Detector Phase 4 4 8 8 8 5 2 2 1 6 Switch Phase Minimum Initial (s) 10.0 10.0 10.0 10.0 10.0 5.0 15.0 15.0 5.0 15.0 Minimum Split (s) 16.0 16.0 15.5 15.5 15.5 10.0 21.0 21.0 10.0 21.0 Total Split (s) 30.0 30.0 30.0 30.0 30.0 20.0 41.0 41.0 20.0 41.0 Total Split (%) 33.0% 33.0% 33.0% 33.0% 33.0% 22.0% 45.1% 45.1% 22.0% 45.1% Yellow Time (s) 4.5 4.5 4.5 4.5 4.5 4.0 4.5 4.5 4.0 4.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 5.5 5.5 5.0 5.5 5.5 5.0 5.5 Lead/Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None None None None Min Min None Min Act Effct Green (s) 18.1 18.1 18.1 44.3 37.7 37.7 46.4 40.8 Actuated g/C Ratio 0.23 0.23 0.23 0.57 0.49 0.49 0.60 0.53 v/c Ratio 0.50 0.08 0.22 0.17 0.76 0.04 0.25 0.75 Control Delay 28.5 22.7 6.2 9.5 27.7 0.1 10.0 25.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 28.5 22.7 6.2 9.5 27.7 0.1 10.0 25.4 LOS C C A A C A A C Approach Delay 28.5 9.9 25.2 23.7 Approach LOS C A C C Queue Length 50th (ft) 65 11 0 8 255 0 13 269 Queue Length 95th (ft) 50 13 19 33 #734 0 54 #684 Internal Link Dist (ft) 943 492 436 531 Turn Bay Length (ft) 115 115 115 Base Capacity (vph) 506 553 623 504 912 829 508 967 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.33 0.05 0.15 0.12 0.76 0.04 0.18 0.75 Intersection Summary Cycle Length: 91 Actuated Cycle Length: 77.7 Natural Cycle: 60 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.76 Timings McHenry HS PM 2030 NoBuild 3: Crystal Lake Rd & Dartmoor Dr 03/13/2019 McHenry HS PM 2030 NoBuild Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 2 Intersection Signal Delay: 23.8 Intersection LOS: C Intersection Capacity Utilization 66.0% ICU Level of Service C Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3: Crystal Lake Rd & Dartmoor Dr Timings McHenry HS PM 2030 NoBuild 6: Crystal Lake Rd & Royal Dr 03/13/2019 McHenry HS PM 2030 NoBuild Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 113 1 84 3 0 2 110 681 1 7 627 98 Future Volume (vph) 113 1 84 3 0 2 110 681 1 7 627 98 Satd. Flow (prot) 1805 1626 0 1805 1615 0 1787 1881 1615 1805 1826 0 Flt Permitted 0.455 0.155 0.294 Satd. Flow (perm) 864 1626 0 1900 1615 0 292 1881 1615 559 1826 0 Satd. Flow (RTOR) 102 435 102 7 Lane Group Flow (vph) 130 106 0 12 4 0 129 748 4 12 811 0 Turn Type pm+pt NA pm+pt NA pm+pt NA Perm pm+pt NA Protected Phases 3 8 7 4 1 6 5 2 Permitted Phases 8 4 6 6 2 Detector Phase 3 8 8 7 4 4 1 6 6 5 2 Switch Phase Minimum Initial (s) 3.0 8.0 3.0 8.0 3.0 15.0 15.0 3.0 15.0 Minimum Split (s) 7.0 14.0 7.0 14.0 7.0 21.0 21.0 7.0 21.0 Total Split (s) 33.0 36.0 28.0 31.0 24.0 56.0 56.0 24.0 56.0 Total Split (%) 22.9% 25.0% 19.4% 21.5% 16.7% 38.9% 38.9% 16.7% 38.9% Yellow Time (s) 3.5 3.5 3.5 4.5 3.5 4.5 4.5 3.5 4.5 All-Red Time (s) 0.0 0.0 0.0 1.5 0.0 1.5 1.5 0.0 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.5 3.5 3.5 6.0 3.5 6.0 6.0 3.5 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None Min Min None Min Act Effct Green (s) 17.7 15.9 16.8 8.2 64.9 60.7 60.7 59.0 50.7 Actuated g/C Ratio 0.20 0.18 0.19 0.09 0.72 0.68 0.68 0.66 0.57 v/c Ratio 0.43 0.28 0.03 0.01 0.37 0.59 0.00 0.03 0.78 Control Delay 34.8 9.8 26.7 0.0 8.3 13.1 0.0 6.3 24.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 34.8 9.8 26.7 0.0 8.3 13.1 0.0 6.3 24.8 LOS C A C A A B A A C Approach Delay 23.6 20.0 12.3 24.6 Approach LOS C B B C Queue Length 50th (ft) 63 2 4 0 15 152 0 1 285 Queue Length 95th (ft) 113 0 5 0 49 531 0 6 #760 Internal Link Dist (ft) 558 199 341 704 Turn Bay Length (ft) 150 115 265 115 Base Capacity (vph) 648 661 903 768 557 1272 1125 693 1035 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.20 0.16 0.01 0.01 0.23 0.59 0.00 0.02 0.78 Intersection Summary Cycle Length: 144 Actuated Cycle Length: 89.7 Natural Cycle: 65 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.78 Timings McHenry HS PM 2030 NoBuild 6: Crystal Lake Rd & Royal Dr 03/13/2019 McHenry HS PM 2030 NoBuild Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 4 Intersection Signal Delay: 18.9 Intersection LOS: B Intersection Capacity Utilization 69.7% ICU Level of Service C Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 6: Crystal Lake Rd & Royal Dr HCM 6th TWSC McHenry HS PM 2030 NoBuild 9: Crystal Lake Rd & Kensington Dr 03/13/2019 McHenry HS PM 2030 NoBuild Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 1 Intersection Int Delay, s/veh 1.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 12 0 13 0 0 0 30 783 0 0 684 26 Future Vol, veh/h 12 0 13 0 0 0 30 783 0 0 684 26 Conflicting Peds, #/hr 0 0 0 0 0 0 2 0 0 0 0 2 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - 110 - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 50 100 65 100 100 100 75 90 100 100 86 81 Heavy Vehicles, % 0 0 0 0 0 0 0 1 0 0 1 0 Mvmt Flow 24 0 20 0 0 0 40 870 0 0 795 32 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1763 1763 813 1771 1779 870 829 0 0 870 0 0 Stage 1 813 813 - 950 950 - - - - - - - Stage 2 950 950 - 821 829 - - - - - - - Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 - - - - - - - Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 66 85 382 66 83 354 811 - - 783 - - Stage 1 375 395 - 315 341 - - - - - - - Stage 2 315 341 - 371 388 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 63 81 381 60 79 354 809 - - 783 - - Mov Cap-2 Maneuver 63 81 - 60 79 - - - - - - - Stage 1 356 394 - 300 324 - - - - - - - Stage 2 299 324 - 352 387 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 64.7 0 0.4 0 HCM LOS F A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 809 - - 102 - 783 - - HCM Lane V/C Ratio 0.049 - - 0.431 - - - - HCM Control Delay (s) 9.7 - - 64.7 0 0 - - HCM Lane LOS A - - F A A - - HCM 95th %tile Q(veh) 0.2 - - 1.8 - 0 - - HCM 6th TWSC McHenry HS PM 2030 NoBuild 12: Crystal Lake Rd & South Access 03/13/2019 McHenry HS PM 2030 NoBuild Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 2 Intersection Int Delay, s/veh 2.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 49 54 61 734 656 49 Future Vol, veh/h 49 54 61 734 656 49 Conflicting Peds, #/hr 0 0 1 0 0 1 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 100 - - 150 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 53 68 80 91 88 88 Heavy Vehicles, % 0 2 2 1 1 0 Mvmt Flow 92 79 76 807 745 56 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1705 746 802 0 - 0 Stage 1 746 - - - - - Stage 2 959 - - - - - Critical Hdwy 6.4 6.22 4.12 - - - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.318 2.218 - - - Pot Cap-1 Maneuver 102 413 822 - - - Stage 1 472 - - - - - Stage 2 375 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver ~ 92 413 821 - - - Mov Cap-2 Maneuver 201 - - - - - Stage 1 428 - - - - - Stage 2 375 - - - - - Approach EB NB SB HCM Control Delay, s 27.4 0.8 0 HCM LOS D Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 821 - 201 413 - - HCM Lane V/C Ratio 0.093 - 0.46 0.192 - - HCM Control Delay (s) 9.8 - 37.3 15.8 - - HCM Lane LOS A - E C - - HCM 95th %tile Q(veh) 0.3 - 2.2 0.7 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC McHenry HS PM 2030 NoBuild 14: Crystal Lake Rd & Center Access 03/13/2019 McHenry HS PM 2030 NoBuild Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 3 Intersection Int Delay, s/veh 0 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 0 783 705 12 Future Vol, veh/h 0 0 0 783 705 12 Conflicting Peds, #/hr 0 0 1 0 0 1 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 100 - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 100 100 100 91 87 50 Heavy Vehicles, % 0 0 0 1 1 8 Mvmt Flow 0 0 0 860 810 24 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 811 835 0 - 0 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.2 4.1 - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.3 2.2 - - - Pot Cap-1 Maneuver 0 383 807 - - - Stage 1 0 - - - - - Stage 2 0 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 383 806 - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB NB SB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 806 - - - - HCM Lane V/C Ratio - - - - - HCM Control Delay (s) 0 - 0 - - HCM Lane LOS A - A - - HCM 95th %tile Q(veh) 0 - - - - HCM 6th TWSC McHenry HS PM 2030 NoBuild 16: Crystal Lake Rd & North Access 03/13/2019 McHenry HS PM 2030 NoBuild Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 4 Intersection Int Delay, s/veh 0.8 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 12 10 3 780 707 7 Future Vol, veh/h 12 10 3 780 707 7 Conflicting Peds, #/hr 0 0 2 0 0 2 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 100 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 60 63 25 93 88 58 Heavy Vehicles, % 0 10 0 1 1 0 Mvmt Flow 20 16 12 839 803 12 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1674 410 817 0 - 0 Stage 1 811 - - - - - Stage 2 863 - - - - - Critical Hdwy 6.6 7.05 4.1 - - - Critical Hdwy Stg 1 5.8 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.395 2.2 - - - Pot Cap-1 Maneuver 97 573 820 - - - Stage 1 403 - - - - - Stage 2 416 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 95 572 818 - - - Mov Cap-2 Maneuver 95 - - - - - Stage 1 396 - - - - - Stage 2 415 - - - - - Approach EB NB SB HCM Control Delay, s 34.5 0.1 0 HCM LOS D Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 818 - 95 572 - - HCM Lane V/C Ratio 0.015 - 0.211 0.028 - - HCM Control Delay (s) 9.5 - 52.7 11.5 - - HCM Lane LOS A - F B - - HCM 95th %tile Q(veh) 0 - 0.7 0.1 - - HCM 6th TWSC McHenry HS PM 2030 NoBuild 18: Oakwood Dr & Royal Dr 03/13/2019 McHenry HS PM 2030 NoBuild Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 5 Intersection Int Delay, s/veh 3.5 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Traffic Vol, veh/h 3 75 19 64 90 20 1 0 49 6 0 2 Future Vol, veh/h 3 75 19 64 90 20 1 0 49 6 0 2 Conflicting Peds, #/hr 0 0 1 1 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - 60 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 38 70 71 79 88 42 25 100 73 38 100 25 Heavy Vehicles, % 0 0 0 2 0 0 0 0 0 0 0 0 Mvmt Flow 8 107 27 81 102 48 4 0 67 16 0 8 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 150 0 0 135 0 0 430 450 122 458 439 126 Stage 1 - - - - - - 138 138 - 288 288 - Stage 2 - - - - - - 292 312 - 170 151 - Critical Hdwy 4.1 - - 4.12 - - 7.1 6.5 6.2 7.1 6.5 6.2 Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.1 5.5 - Follow-up Hdwy 2.2 - - 2.218 - - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 1444 - - 1449 - - 539 508 935 516 515 930 Stage 1 - - - - - - 870 786 - 724 677 - Stage 2 - - - - - - 720 661 - 837 776 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1444 - - 1448 - - 509 476 934 456 483 930 Mov Cap-2 Maneuver - - - - - - 509 476 - 456 483 - Stage 1 - - - - - - 864 780 - 720 639 - Stage 2 - - - - - - 674 624 - 772 771 - Approach SE NW NE SW HCM Control Delay, s 0.4 2.7 9.4 11.8 HCM LOS A B Minor Lane/Major Mvmt NELn1 NWL NWT NWR SEL SET SERSWLn1 Capacity (veh/h) 892 1448 - - 1444 - - 550 HCM Lane V/C Ratio 0.08 0.056 - - 0.005 - - 0.043 HCM Control Delay (s) 9.4 7.6 - - 7.5 0 - 11.8 HCM Lane LOS A A - - A A - B HCM 95th %tile Q(veh) 0.3 0.2 - - 0 - - 0.1 HCM 6th TWSC McHenry HS PM 2030 NoBuild 21: Oakwood Dr & Bus Exit 03/13/2019 McHenry HS PM 2030 NoBuild Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 6 Intersection Int Delay, s/veh 0.2 Movement NWL NWR NET NER SWL SWT Lane Configurations Traffic Vol, veh/h 0 1 49 0 0 83 Future Vol, veh/h 0 1 49 0 0 83 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 100 25 73 100 100 85 Heavy Vehicles, % 0 0 0 0 0 2 Mvmt Flow 0 4 67 0 0 98 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 165 67 0 0 67 0 Stage 1 67 - - - - - Stage 2 98 - - - - - Critical Hdwy 6.4 6.2 - - 4.1 - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.3 - - 2.2 - Pot Cap-1 Maneuver 830 1002 - - 1547 - Stage 1 961 - - - - - Stage 2 931 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 830 1002 - - 1547 - Mov Cap-2 Maneuver 830 - - - - - Stage 1 961 - - - - - Stage 2 931 - - - - - Approach NW NE SW HCM Control Delay, s 8.6 0 0 HCM LOS A Minor Lane/Major Mvmt NET NERNWLn1 SWL SWT Capacity (veh/h) - - 1002 1547 - HCM Lane V/C Ratio - - 0.004 - - HCM Control Delay (s) - - 8.6 0 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - 0 0 - Timings McHenry HS AM 2030 Total 3: Crystal Lake Rd & Dartmoor Dr 03/13/2019 McHenry HS AM 2030 Total Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 216 4 55 19 7 127 12 564 3 45 467 56 Future Volume (vph) 216 4 55 19 7 127 12 564 3 45 467 56 Satd. Flow (prot) 0 1755 0 0 1787 1583 1805 1863 1615 1736 1784 0 Flt Permitted 0.752 0.789 0.243 0.059 Satd. Flow (perm) 0 1363 0 0 1454 1541 462 1863 1615 108 1784 0 Satd. Flow (RTOR) 8 187 60 12 Lane Group Flow (vph) 0 397 0 0 32 187 22 895 8 76 685 0 Turn Type Perm NA Perm NA Perm pm+pt NA Perm pm+pt NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 8 8 2 2 6 Detector Phase 4 4 8 8 8 5 2 2 1 6 Switch Phase Minimum Initial (s) 10.0 10.0 10.0 10.0 10.0 5.0 15.0 15.0 5.0 15.0 Minimum Split (s) 15.5 15.5 15.5 15.5 15.5 10.0 21.0 21.0 10.0 21.0 Total Split (s) 40.0 40.0 40.0 40.0 40.0 20.0 76.0 76.0 20.0 76.0 Total Split (%) 29.4% 29.4% 29.4% 29.4% 29.4% 14.7% 55.9% 55.9% 14.7% 55.9% Yellow Time (s) 4.5 4.5 4.5 4.5 4.5 4.0 4.5 4.5 4.0 4.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 5.5 5.5 5.0 5.5 5.5 5.0 5.5 Lead/Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None None None None Min Min None Min Act Effct Green (s) 36.2 36.2 36.2 70.3 64.4 64.4 74.4 68.3 Actuated g/C Ratio 0.30 0.30 0.30 0.57 0.52 0.52 0.61 0.56 v/c Ratio 0.97 0.07 0.32 0.06 0.92 0.01 0.41 0.69 Control Delay 83.1 36.4 6.6 9.2 42.4 0.0 19.5 24.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 83.1 36.4 6.6 9.2 42.4 0.0 19.5 24.2 LOS F D A A D A B C Approach Delay 83.1 11.0 41.2 23.7 Approach LOS F B D C Queue Length 50th (ft) ~366 20 0 6 634 0 22 390 Queue Length 95th (ft) 133 31 12 11 510 0 29 512 Internal Link Dist (ft) 943 492 2108 531 Turn Bay Length (ft) 115 115 115 Base Capacity (vph) 408 429 586 451 1094 973 270 1095 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.97 0.07 0.32 0.05 0.82 0.01 0.28 0.63 Intersection Summary Cycle Length: 136 Actuated Cycle Length: 122.7 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.97 Timings McHenry HS AM 2030 Total 3: Crystal Lake Rd & Dartmoor Dr 03/13/2019 McHenry HS AM 2030 Total Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 2 Intersection Signal Delay: 39.8 Intersection LOS: D Intersection Capacity Utilization 70.4% ICU Level of Service C Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. Splits and Phases: 3: Crystal Lake Rd & Dartmoor Dr Timings McHenry HS AM 2030 Total 6: Crystal Lake Rd & Royal Dr 03/13/2019 McHenry HS AM 2030 Total Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 98 0 218 1 0 1 34 499 1 5 747 33 Future Volume (vph) 98 0 218 1 0 1 34 499 1 5 747 33 Satd. Flow (prot) 1671 1568 0 1805 1615 0 1805 1881 1615 1805 1816 0 Flt Permitted 0.816 0.073 0.293 Satd. Flow (perm) 1436 1568 0 1900 1615 0 139 1881 1615 557 1816 0 Satd. Flow (RTOR) 528 464 102 2 Lane Group Flow (vph) 136 325 0 4 4 0 42 665 4 8 962 0 Turn Type pm+pt NA pm+pt NA pm+pt NA Perm pm+pt NA Protected Phases 3 8 7 4 1 6 5 2 Permitted Phases 8 4 6 6 2 Detector Phase 3 8 8 7 4 4 1 6 6 5 2 Switch Phase Minimum Initial (s) 3.0 8.0 3.0 8.0 3.0 15.0 15.0 3.0 15.0 Minimum Split (s) 7.0 14.0 7.0 14.0 7.0 21.0 21.0 7.0 21.0 Total Split (s) 33.0 36.0 28.0 31.0 24.0 56.0 56.0 24.0 56.0 Total Split (%) 22.9% 25.0% 19.4% 21.5% 16.7% 38.9% 38.9% 16.7% 38.9% Yellow Time (s) 3.5 4.5 3.5 4.5 3.5 4.5 4.5 3.5 4.5 All-Red Time (s) 0.0 1.5 0.0 1.5 0.0 1.5 1.5 0.0 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.5 6.0 3.5 6.0 3.5 6.0 6.0 3.5 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None Min Min None Min Act Effct Green (s) 21.4 17.2 16.7 8.4 58.7 54.8 54.8 56.5 50.7 Actuated g/C Ratio 0.24 0.20 0.19 0.10 0.67 0.63 0.63 0.65 0.58 v/c Ratio 0.34 0.44 0.01 0.01 0.20 0.56 0.00 0.02 0.91 Control Delay 30.1 1.9 25.0 0.0 8.1 13.8 0.0 6.4 34.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 30.1 1.9 25.0 0.0 8.1 13.8 0.0 6.4 34.3 LOS C A C A A B A A C Approach Delay 10.2 12.5 13.4 34.0 Approach LOS B B B C Queue Length 50th (ft) 65 0 2 0 7 182 0 1 498 Queue Length 95th (ft) 91 0 3 0 20 332 0 5 #785 Internal Link Dist (ft) 558 199 341 2146 Turn Bay Length (ft) 150 115 265 115 Base Capacity (vph) 649 889 934 797 489 1177 1049 672 1053 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.21 0.37 0.00 0.01 0.09 0.56 0.00 0.01 0.91 Intersection Summary Cycle Length: 144 Actuated Cycle Length: 87.5 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.91 Timings McHenry HS AM 2030 Total 6: Crystal Lake Rd & Royal Dr 03/13/2019 McHenry HS AM 2030 Total Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 4 Intersection Signal Delay: 22.0 Intersection LOS: C Intersection Capacity Utilization 64.8% ICU Level of Service C Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 6: Crystal Lake Rd & Royal Dr Timings McHenry HS AM 2030 Total 12: Crystal Lake Rd & South Access 03/13/2019 McHenry HS AM 2030 Total Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 5 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 120 184 438 483 356 508 Future Volume (vph) 120 184 438 483 356 508 Satd. Flow (prot) 1805 1599 1805 1845 1827 1615 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1794 1599 1791 1845 1827 1561 Satd. Flow (RTOR) 302 387 Lane Group Flow (vph) 240 302 718 644 400 941 Turn Type Prot Perm Prot NA NA Perm Protected Phases 4 5 2 6 Permitted Phases 4 6 Detector Phase 4 4 5 2 6 6 Switch Phase Minimum Initial (s) 6.0 6.0 3.0 15.0 15.0 15.0 Minimum Split (s) 14.0 14.0 7.5 21.0 21.0 21.0 Total Split (s) 30.0 30.0 60.0 120.0 60.0 60.0 Total Split (%) 20.0% 20.0% 40.0% 80.0% 40.0% 40.0% Yellow Time (s) 4.5 4.5 3.5 4.5 4.5 4.5 All-Red Time (s) 1.5 1.5 1.0 1.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 4.5 6.0 6.0 6.0 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None Min Min Min Act Effct Green (s) 23.7 23.7 55.5 114.0 54.0 54.0 Actuated g/C Ratio 0.16 0.16 0.37 0.76 0.36 0.36 v/c Ratio 0.84 0.60 1.07 0.46 0.61 1.16 Control Delay 86.0 10.9 100.9 7.8 44.0 112.0 Queue Delay 0.2 0.0 0.0 0.0 0.0 0.0 Total Delay 86.1 10.9 100.9 7.8 44.0 112.0 LOS F B F A D F Approach Delay 44.2 56.9 91.7 Approach LOS D E F Queue Length 50th (ft) 231 0 ~779 206 320 ~833 Queue Length 95th (ft) 170 0 512 203 429 243 Internal Link Dist (ft) 94 408 927 Turn Bay Length (ft) 375 150 Base Capacity (vph) 289 509 668 1404 658 810 Starvation Cap Reductn 1 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.83 0.59 1.07 0.46 0.61 1.16 Intersection Summary Cycle Length: 150 Actuated Cycle Length: 149.7 Natural Cycle: 150 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.16 Timings McHenry HS AM 2030 Total 12: Crystal Lake Rd & South Access 03/13/2019 McHenry HS AM 2030 Total Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 6 Intersection Signal Delay: 69.2 Intersection LOS: E Intersection Capacity Utilization 65.5% ICU Level of Service C Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. Splits and Phases: 12: Crystal Lake Rd & South Access Timings McHenry HS AM 2030 Total 13: South Access 03/13/2019 McHenry HS AM 2030 Total Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 7 Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Traffic Volume (vph) 0 0 0 100 192 100 0 0 0 304 0 0 Future Volume (vph) 0 0 0 100 192 100 0 0 0 304 0 0 Satd. Flow (prot) 0 1900 0 0 1812 0 0 1900 0 0 1805 0 Flt Permitted 0.912 0.757 Satd. Flow (perm) 0 1900 0 0 1674 0 0 1900 0 0 1438 0 Satd. Flow (RTOR) 30 Lane Group Flow (vph) 0 0 0 0 784 0 0 0 0 0 608 0 Turn Type Perm NA Perm NA Protected Phases 6 2 4 8 Permitted Phases 6 2 4 8 Detector Phase 6 6 2 2 4 4 8 8 Switch Phase Minimum Initial (s) 15.0 15.0 15.0 15.0 5.0 5.0 5.0 5.0 Minimum Split (s) 24.0 24.0 24.0 24.0 24.0 24.0 27.5 27.5 Total Split (s) 65.0 65.0 65.0 65.0 35.0 35.0 35.0 35.0 Total Split (%) 65.0% 65.0% 65.0% 65.0% 35.0% 35.0% 35.0% 35.0% Yellow Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 All-Red Time (s) 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 Lead/Lag Lead-Lag Optimize? Recall Mode Min Min Min Min None None None None Act Effct Green (s) 48.7 29.4 Actuated g/C Ratio 0.54 0.33 v/c Ratio 0.85 1.30 Control Delay 27.1 179.6 Queue Delay 3.5 0.0 Total Delay 30.6 179.6 LOS C F Approach Delay 30.6 179.6 Approach LOS C F Queue Length 50th (ft) 342 ~469 Queue Length 95th (ft) 176 #282 Internal Link Dist (ft) 216 30 126 124 Turn Bay Length (ft) Base Capacity (vph) 1118 468 Starvation Cap Reductn 239 0 Spillback Cap Reductn 0 0 Storage Cap Reductn 0 0 Reduced v/c Ratio 0.89 1.30 Intersection Summary Cycle Length: 100 Actuated Cycle Length: 90.2 Natural Cycle: 100 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.30 Timings McHenry HS AM 2030 Total 13: South Access 03/13/2019 McHenry HS AM 2030 Total Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 8 Intersection Signal Delay: 95.7 Intersection LOS: F Intersection Capacity Utilization 48.6% ICU Level of Service A Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 13: South Access Timings McHenry HS AM 2030 Total 26: 03/13/2019 McHenry HS AM 2030 Total Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 9 Lane Group WBL WBR NBT NBR SBL SBT Ø3 Lane Configurations Traffic Volume (vph) 304 0 0 0 0 0 Future Volume (vph) 304 0 0 0 0 0 Satd. Flow (prot) 1805 0 0 0 0 0 Flt Permitted 0.950 Satd. Flow (perm) 1805 0 0 0 0 0 Satd. Flow (RTOR) 1091 Lane Group Flow (vph) 608 0 0 0 0 0 Turn Type Prot Protected Phases 2 3 Permitted Phases Detector Phase 2 Switch Phase Minimum Initial (s) 2.0 1.0 Minimum Split (s) 4.0 5.0 Total Split (s) 4.0 10.0 Total Split (%) 28.6% 71% Yellow Time (s) 2.0 2.0 All-Red Time (s) 0.0 0.0 Lost Time Adjust (s) 0.0 Total Lost Time (s) 2.0 Lead/Lag Lead-Lag Optimize? Recall Mode None C-Max Act Effct Green (s) 2.0 Actuated g/C Ratio 0.14 v/c Ratio 0.51 Control Delay 1.6 Queue Delay 0.0 Total Delay 1.6 LOS A Approach Delay 1.6 Approach LOS A Queue Length 50th (ft) 0 Queue Length 95th (ft) 0 Internal Link Dist (ft) 145 29 1 Turn Bay Length (ft) Base Capacity (vph) 1193 Starvation Cap Reductn 0 Spillback Cap Reductn 0 Storage Cap Reductn 0 Reduced v/c Ratio 0.51 Intersection Summary Cycle Length: 14 Actuated Cycle Length: 14 Offset: 1 (7%), Referenced to phase 3:Hold, Start of Green Natural Cycle: 40 Control Type: Actuated-Coordinated Timings McHenry HS AM 2030 Total 26: 03/13/2019 McHenry HS AM 2030 Total Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 10 Maximum v/c Ratio: 0.51 Intersection Signal Delay: 1.6 Intersection LOS: A Intersection Capacity Utilization 20.2% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 26: HCM 6th TWSC McHenry HS AM 2030 Total 9: Crystal Lake Rd & Kensington Dr 03/13/2019 McHenry HS AM 2030 Total Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 1 Intersection Int Delay, s/veh 4.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 18 0 41 0 0 0 4 903 0 0 527 13 Future Vol, veh/h 18 0 41 0 0 0 4 903 0 0 527 13 Conflicting Peds, #/hr 0 0 0 0 0 0 11 0 0 0 0 11 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - 110 - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 64 100 85 100 100 100 33 68 100 100 80 54 Heavy Vehicles, % 0 0 2 0 0 0 25 2 0 0 4 0 Mvmt Flow 28 0 48 0 0 0 12 1328 0 0 659 24 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2034 2034 682 2047 2046 1328 694 0 0 1328 0 0 Stage 1 682 682 - 1352 1352 - - - - - - - Stage 2 1352 1352 - 695 694 - - - - - - - Critical Hdwy 7.1 6.5 6.22 7.1 6.5 6.2 4.35 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 - - - - - - - Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 - - - - - - - Follow-up Hdwy 3.5 4 3.318 3.5 4 3.3 2.425 - - 2.2 - - Pot Cap-1 Maneuver 43 58 450 42 57 192 803 - - 527 - - Stage 1 443 453 - 187 220 - - - - - - - Stage 2 187 220 - 436 447 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 42 57 445 37 56 192 795 - - 527 - - Mov Cap-2 Maneuver 42 57 - 37 56 - - - - - - - Stage 1 432 448 - 184 217 - - - - - - - Stage 2 184 217 - 389 443 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 115.9 0 0.1 0 HCM LOS F A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 795 - - 98 - 527 - - HCM Lane V/C Ratio 0.015 - - 0.779 - - - - HCM Control Delay (s) 9.6 - - 115.9 0 0 - - HCM Lane LOS A - - F A A - - HCM 95th %tile Q(veh) 0 - - 4.2 - 0 - - HCM 6th TWSC McHenry HS AM 2030 Total 14: Crystal Lake Rd & Center Access 03/13/2019 McHenry HS AM 2030 Total Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 2 Intersection Int Delay, s/veh 0.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 11 592 864 30 Future Vol, veh/h 0 0 11 592 864 30 Conflicting Peds, #/hr 0 0 3 0 0 3 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 100 - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 100 100 40 74 71 38 Heavy Vehicles, % 0 0 88 1 2 54 Mvmt Flow 0 0 28 800 1217 79 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 1220 1299 0 - 0 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.2 4.98 - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.3 2.992 - - - Pot Cap-1 Maneuver 0 222 326 - - - Stage 1 0 - - - - - Stage 2 0 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 221 325 - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB NB SB HCM Control Delay, s 0 0.6 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 325 - - - - HCM Lane V/C Ratio 0.085 - - - - HCM Control Delay (s) 17.1 - 0 - - HCM Lane LOS C - A - - HCM 95th %tile Q(veh) 0.3 - - - - HCM 6th TWSC McHenry HS AM 2030 Total 16: Crystal Lake Rd & North Access 03/13/2019 McHenry HS AM 2030 Total Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 3 Intersection Int Delay, s/veh 2.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 10 15 68 524 879 87 Future Vol, veh/h 10 15 68 524 879 87 Conflicting Peds, #/hr 0 0 15 0 0 15 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 100 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 63 38 50 82 75 60 Heavy Vehicles, % 0 7 0 2 4 0 Mvmt Flow 16 39 136 639 1172 145 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 2171 674 1332 0 - 0 Stage 1 1260 - - - - - Stage 2 911 - - - - - Critical Hdwy 6.6 7.005 4.1 - - - Critical Hdwy Stg 1 5.8 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.53.3665 2.2 - - - Pot Cap-1 Maneuver 46 388 525 - - - Stage 1 234 - - - - - Stage 2 395 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 33 382 518 - - - Mov Cap-2 Maneuver 33 - - - - - Stage 1 170 - - - - - Stage 2 389 - - - - - Approach EB NB SB HCM Control Delay, s 65.6 2.5 0 HCM LOS F Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 518 - 33 382 - - HCM Lane V/C Ratio 0.263 - 0.481 0.103 - - HCM Control Delay (s) 14.4 - 190.3 15.5 - - HCM Lane LOS B - F C - - HCM 95th %tile Q(veh) 1 - 1.6 0.3 - - HCM 6th TWSC McHenry HS AM 2030 Total 18: Oakwood Dr & Royal Dr 03/13/2019 McHenry HS AM 2030 Total Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 4 Intersection Int Delay, s/veh 3.9 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Traffic Vol, veh/h 0 193 6 10 19 5 11 0 96 15 1 0 Future Vol, veh/h 0 193 6 10 19 5 11 0 96 15 1 0 Conflicting Peds, #/hr 0 0 1 1 0 0 0 0 2 2 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - 60 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 100 67 63 58 61 63 83 100 81 75 25 100 Heavy Vehicles, % 0 1 0 14 0 0 60 0 13 0 0 0 Mvmt Flow 0 288 10 17 31 8 13 0 119 20 4 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 39 0 0 299 0 0 365 367 296 424 368 35 Stage 1 - - - - - - 294 294 - 69 69 - Stage 2 - - - - - - 71 73 - 355 299 - Critical Hdwy 4.1 - - 4.24 - - 7.7 6.5 6.33 7.1 6.5 6.2 Critical Hdwy Stg 1 - - - - - - 6.7 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 - - - - - - 6.7 5.5 - 6.1 5.5 - Follow-up Hdwy 2.2 - - 2.326 - - 4.04 4 3.417 3.5 4 3.3 Pot Cap-1 Maneuver 1584 - - 1197 - - 497 565 718 544 564 1044 Stage 1 - - - - - - 605 673 - 946 841 - Stage 2 - - - - - - 812 838 - 666 670 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1584 - - 1196 - - 489 557 716 448 556 1044 Mov Cap-2 Maneuver - - - - - - 489 557 - 448 556 - Stage 1 - - - - - - 604 672 - 946 829 - Stage 2 - - - - - - 797 826 - 555 669 - Approach SE NW NE SW HCM Control Delay, s 0 2.5 11.5 13.2 HCM LOS B B Minor Lane/Major Mvmt NELn1 NWL NWT NWR SEL SET SERSWLn1 Capacity (veh/h) 684 1196 - - 1584 - - 463 HCM Lane V/C Ratio 0.193 0.014 - - - - - 0.052 HCM Control Delay (s) 11.5 8.1 - - 0 - - 13.2 HCM Lane LOS B A - - A - - B HCM 95th %tile Q(veh) 0.7 0 - - 0 - - 0.2 HCM 6th TWSC McHenry HS AM 2030 Total 21: Oakwood Dr & Bus Exit 03/13/2019 McHenry HS AM 2030 Total Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 5 Intersection Int Delay, s/veh 4 Movement NWL NWR NET NER SWL SWT Lane Configurations Traffic Vol, veh/h 3 28 79 0 0 17 Future Vol, veh/h 3 28 79 0 0 17 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 25 48 100 100 100 70 Heavy Vehicles, % 33 79 0 0 0 7 Mvmt Flow 12 58 79 0 0 24 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 103 79 0 0 79 0 Stage 1 79 - - - - - Stage 2 24 - - - - - Critical Hdwy 6.73 6.99 - - 4.1 - Critical Hdwy Stg 1 5.73 - - - - - Critical Hdwy Stg 2 5.73 - - - - - Follow-up Hdwy 3.797 4.011 - - 2.2 - Pot Cap-1 Maneuver 825 804 - - 1532 - Stage 1 871 - - - - - Stage 2 924 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 825 804 - - 1532 - Mov Cap-2 Maneuver 825 - - - - - Stage 1 871 - - - - - Stage 2 924 - - - - - Approach NW NE SW HCM Control Delay, s 9.9 0 0 HCM LOS A Minor Lane/Major Mvmt NET NERNWLn1 SWL SWT Capacity (veh/h) - - 808 1532 - HCM Lane V/C Ratio - - 0.087 - - HCM Control Delay (s) - - 9.9 0 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - 0.3 0 - HCM 6th TWSC McHenry HS AM 2030 Total 24: South Access 03/13/2019 McHenry HS AM 2030 Total Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 6 Intersection Int Delay, s/veh 0 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Traffic Vol, veh/h 0 304 0 0 592 354 0 0 0 0 0 0 Future Vol, veh/h 0 304 0 0 592 354 0 0 0 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 17747 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 50 92 50 50 50 92 92 92 92 92 92 Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0 Mvmt Flow 0 608 0 0 1184 708 0 0 0 0 0 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 1892 0 0 608 0 0 2146 2500 304 Stage 1 - - - - - - 608 608 - Stage 2 - - - - - - 1538 1892 - Critical Hdwy 4.1 - - 4.1 - - 6.6 6.5 6.9 Critical Hdwy Stg 1 - - - - - - 5.8 5.5 - Critical Hdwy Stg 2 - - - - - - 5.4 5.5 - Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 Pot Cap-1 Maneuver 320 - - 980 - - 48 29 698 Stage 1 - - - - - - 512 489 - Stage 2 - - - - - - 197 120 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 320 - - 980 - - 48 0 698 Mov Cap-2 Maneuver - - - - - - 48 0 - Stage 1 - - - - - - 512 0 - Stage 2 - - - - - - 197 0 - Approach SE NW NE HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NELn1 NWL NWT NWR SEL SET SER Capacity (veh/h) - 980 - - 320 - - HCM Lane V/C Ratio - - - - - - - HCM Control Delay (s) 0 0 - - 0 - - HCM Lane LOS A A - - A - - HCM 95th %tile Q(veh) - 0 - - 0 - - HCM 6th TWSC McHenry HS AM 2030 Total 31: South Access 03/13/2019 McHenry HS AM 2030 Total Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 7 Intersection Int Delay, s/veh 1.1 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Traffic Vol, veh/h 0 304 0 100 392 100 0 0 0 0 0 0 Future Vol, veh/h 0 304 0 100 392 100 0 0 0 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 50 50 50 50 50 50 50 50 50 50 50 50 Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0 Mvmt Flow 0 608 0 200 784 200 0 0 0 0 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 984 0 0 608 0 0 1892 1992 304 1588 1892 884 Stage 1 - - - - - - 608 608 - 1284 1284 - Stage 2 - - - - - - 1284 1384 - 304 608 - Critical Hdwy 4.1 - - 4.1 - - 7.3 6.5 6.9 7.3 6.5 6.2 Critical Hdwy Stg 1 - - - - - - 6.5 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.5 5.5 - Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 710 - - 980 - - 49 61 698 81 71 347 Stage 1 - - - - - - 454 489 - 204 238 - Stage 2 - - - - - - 204 213 - 686 489 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 710 - - 980 - - 31 32 698 51 37 347 Mov Cap-2 Maneuver - - - - - - 31 32 - 51 37 - Stage 1 - - - - - - 454 489 - 204 125 - Stage 2 - - - - - - 108 112 - 686 489 - Approach SE NW NE SW HCM Control Delay, s 0 1.6 0 0 HCM LOS A A Minor Lane/Major Mvmt NELn1 NWL NWT NWR SEL SET SERSWLn1 Capacity (veh/h) - 980 - - 710 - - - HCM Lane V/C Ratio - 0.204 - - - - - - HCM Control Delay (s) 0 9.6 0 - 0 - - 0 HCM Lane LOS A A A - A - - A HCM 95th %tile Q(veh) - 0.8 - - 0 - - - Timings McHenry HS School Release 2030 Total 3: Crystal Lake Rd & Dartmoor Dr 03/13/2019 McHenry HS School Release 2030 Total Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 63 16 29 9 6 55 22 447 13 89 614 117 Future Volume (vph) 63 16 29 9 6 55 22 447 13 89 614 117 Satd. Flow (prot) 0 1742 0 0 1714 1553 1719 1827 1615 1752 1812 0 Flt Permitted 0.815 0.812 0.076 0.375 Satd. Flow (perm) 0 1434 0 0 1437 1473 138 1827 1579 691 1812 0 Satd. Flow (RTOR) 12 72 60 11 Lane Group Flow (vph) 0 132 0 0 24 72 44 486 24 116 1011 0 Turn Type Perm NA Perm NA Perm pm+pt NA Perm pm+pt NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 8 8 2 2 6 Detector Phase 4 4 8 8 8 5 2 2 1 6 Switch Phase Minimum Initial (s) 10.0 10.0 10.0 10.0 10.0 5.0 15.0 15.0 5.0 15.0 Minimum Split (s) 16.0 16.0 16.0 16.0 16.0 10.0 21.0 21.0 10.0 21.0 Total Split (s) 30.0 30.0 30.0 30.0 30.0 20.0 86.0 86.0 20.0 86.0 Total Split (%) 22.1% 22.1% 22.1% 22.1% 22.1% 14.7% 63.2% 63.2% 14.7% 63.2% Yellow Time (s) 4.5 4.5 4.5 4.5 4.5 4.0 4.5 4.5 4.0 4.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 5.5 5.5 5.0 5.5 5.5 5.0 5.5 Lead/Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None None None None Min Min None Min Act Effct Green (s) 23.0 23.0 23.0 74.7 65.0 65.0 78.2 70.3 Actuated g/C Ratio 0.20 0.20 0.20 0.64 0.56 0.56 0.67 0.61 v/c Ratio 0.45 0.08 0.21 0.21 0.47 0.03 0.21 0.92 Control Delay 45.1 41.8 10.4 9.7 18.1 0.1 8.1 37.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 45.1 41.8 10.4 9.7 18.1 0.1 8.1 37.2 LOS D D B A B A A D Approach Delay 45.1 18.2 16.7 34.2 Approach LOS D B B C Queue Length 50th (ft) 91 17 0 7 171 0 19 569 Queue Length 95th (ft) 115 35 25 16 387 0 53 750 Internal Link Dist (ft) 943 492 436 531 Turn Bay Length (ft) 115 115 115 Base Capacity (vph) 407 399 461 324 1291 1133 636 1283 Starvation Cap Reductn 0 0 0 0 0 0 0 5 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.32 0.06 0.16 0.14 0.38 0.02 0.18 0.79 Intersection Summary Cycle Length: 136 Actuated Cycle Length: 115.9 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.92 Timings McHenry HS School Release 2030 Total 3: Crystal Lake Rd & Dartmoor Dr 03/13/2019 McHenry HS School Release 2030 Total Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 2 Intersection Signal Delay: 29.1 Intersection LOS: C Intersection Capacity Utilization 77.0% ICU Level of Service D Analysis Period (min) 15 Splits and Phases: 3: Crystal Lake Rd & Dartmoor Dr Timings McHenry HS School Release 2030 Total 6: Crystal Lake Rd & Royal Dr 03/13/2019 McHenry HS School Release 2030 Total Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 157 1 85 6 0 8 134 690 2 5 540 95 Future Volume (vph) 157 1 85 6 0 8 134 690 2 5 540 95 Satd. Flow (prot) 1687 1453 0 1805 1615 0 1787 1863 1615 1805 1755 0 Flt Permitted 0.615 0.157 0.216 Satd. Flow (perm) 1092 1453 0 1896 1615 0 295 1863 1578 410 1755 0 Satd. Flow (RTOR) 89 385 102 7 Lane Group Flow (vph) 221 93 0 8 12 0 174 802 8 8 707 0 Turn Type pm+pt NA pm+pt NA pm+pt NA Perm pm+pt NA Protected Phases 3 8 7 4 1 6 5 2 Permitted Phases 8 4 6 6 2 Detector Phase 3 8 8 7 4 4 1 6 6 5 2 Switch Phase Minimum Initial (s) 3.0 8.0 3.0 8.0 3.0 15.0 15.0 3.0 15.0 Minimum Split (s) 7.0 14.0 7.0 14.0 7.0 21.0 21.0 7.0 21.0 Total Split (s) 33.0 36.0 28.0 31.0 24.0 56.0 56.0 24.0 56.0 Total Split (%) 22.9% 25.0% 19.4% 21.5% 16.7% 38.9% 38.9% 16.7% 38.9% Yellow Time (s) 3.5 4.5 3.5 4.5 3.5 4.5 4.5 3.5 4.5 All-Red Time (s) 0.0 1.5 0.0 1.5 0.0 1.5 1.5 0.0 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.5 6.0 3.5 6.0 3.5 6.0 6.0 3.5 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None Min Min None Min Act Effct Green (s) 29.0 24.7 16.7 8.2 67.8 63.6 63.6 58.8 50.6 Actuated g/C Ratio 0.28 0.24 0.16 0.08 0.65 0.61 0.61 0.57 0.49 v/c Ratio 0.50 0.23 0.03 0.02 0.49 0.70 0.01 0.03 0.82 Control Delay 35.3 9.7 28.7 0.1 13.0 20.4 0.0 9.2 34.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 35.3 9.7 28.7 0.1 13.0 20.4 0.0 9.2 34.8 LOS D A C A B C A A C Approach Delay 27.8 11.5 18.9 34.5 Approach LOS C B B C Queue Length 50th (ft) 119 2 4 0 40 319 0 2 380 Queue Length 95th (ft) 154 0 13 0 72 646 0 6 #780 Internal Link Dist (ft) 558 199 341 704 Turn Bay Length (ft) 150 115 265 115 Base Capacity (vph) 539 493 865 684 490 1140 1005 545 857 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.41 0.19 0.01 0.02 0.36 0.70 0.01 0.01 0.82 Intersection Summary Cycle Length: 144 Actuated Cycle Length: 103.9 Natural Cycle: 65 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.82 Timings McHenry HS School Release 2030 Total 6: Crystal Lake Rd & Royal Dr 03/13/2019 McHenry HS School Release 2030 Total Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 4 Intersection Signal Delay: 25.7 Intersection LOS: C Intersection Capacity Utilization 71.0% ICU Level of Service C Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 6: Crystal Lake Rd & Royal Dr Timings McHenry HS School Release 2030 Total 12: Crystal Lake Rd & South Access 03/13/2019 McHenry HS School Release 2030 Total Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 5 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 268 282 28 533 564 57 Future Volume (vph) 268 282 28 533 564 57 Satd. Flow (prot) 1787 1599 1736 1827 1845 1615 Flt Permitted 0.950 0.128 Satd. Flow (perm) 1783 1599 233 1827 1845 1562 Satd. Flow (RTOR) 245 69 Lane Group Flow (vph) 506 564 51 592 671 112 Turn Type Prot Perm pm+pt NA NA Perm Protected Phases 4 5 2 6 Permitted Phases 4 2 6 Detector Phase 4 4 5 2 6 6 Switch Phase Minimum Initial (s) 6.0 6.0 3.0 15.0 15.0 15.0 Minimum Split (s) 12.0 12.0 7.0 21.0 21.0 21.0 Total Split (s) 45.0 45.0 10.0 55.0 45.0 45.0 Total Split (%) 45.0% 45.0% 10.0% 55.0% 45.0% 45.0% Yellow Time (s) 4.5 4.5 3.5 4.5 4.5 4.5 All-Red Time (s) 1.5 1.5 0.0 1.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 3.5 6.0 6.0 6.0 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None Min Min Min Act Effct Green (s) 30.5 30.5 43.3 40.6 35.5 35.5 Actuated g/C Ratio 0.36 0.36 0.52 0.48 0.42 0.42 v/c Ratio 0.78 0.77 0.21 0.67 0.86 0.16 Control Delay 34.5 21.6 13.6 21.7 37.7 9.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 34.5 21.6 13.6 21.7 37.7 9.5 LOS C C B C D A Approach Delay 27.7 21.0 33.7 Approach LOS C C C Queue Length 50th (ft) 270 173 13 235 355 15 Queue Length 95th (ft) 188 65 21 397 #559 16 Internal Link Dist (ft) 66 408 927 Turn Bay Length (ft) 100 150 Base Capacity (vph) 883 914 244 1135 912 807 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.57 0.62 0.21 0.52 0.74 0.14 Intersection Summary Cycle Length: 100 Actuated Cycle Length: 83.9 Natural Cycle: 70 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.86 Timings McHenry HS School Release 2030 Total 12: Crystal Lake Rd & South Access 03/13/2019 McHenry HS School Release 2030 Total Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 6 Intersection Signal Delay: 27.8 Intersection LOS: C Intersection Capacity Utilization 57.1% ICU Level of Service B Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 12: Crystal Lake Rd & South Access Timings McHenry HS School Release 2030 Total 26: 03/13/2019 McHenry HS School Release 2030 Total Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 7 Lane Group SBL SBR NWL NWR NEL NER Ø1 Ø2 Ø3 Lane Configurations Traffic Volume (vph) 0 0 85 0 0 0 Future Volume (vph) 0 0 85 0 0 0 Satd. Flow (prot) 0 0 1805 0 0 0 Flt Permitted 0.950 Satd. Flow (perm) 0 0 1805 0 0 0 Satd. Flow (RTOR) 1091 Lane Group Flow (vph) 0 0 170 0 0 0 Turn Type Prot Protected Phases 1 3 1 2 3 Permitted Phases Detector Phase 1 3 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 9.5 Total Split (s) 1100.0 734.0 1166.0 Total Split (%) 37% 24% 39% Yellow Time (s) 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lead-Lag Optimize? Yes Yes Recall Mode Max Max Max Act Effct Green (s) 2261.5 Actuated g/C Ratio 0.75 v/c Ratio 0.10 Control Delay 0.1 Queue Delay 0.0 Total Delay 0.1 LOS A Approach Delay 0.1 Approach LOS A Queue Length 50th (ft) 0 Queue Length 95th (ft) 0 Internal Link Dist (ft) 1 140 243 Turn Bay Length (ft) Base Capacity (vph) 1629 Starvation Cap Reductn 0 Spillback Cap Reductn 0 Storage Cap Reductn 0 Reduced v/c Ratio 0.10 Intersection Summary Cycle Length: 3000 Actuated Cycle Length: 3000 Offset: 0 (0%), Referenced to phase 1:NWL, Start of Green Natural Cycle: 55 Control Type: Pretimed Timings McHenry HS School Release 2030 Total 26: 03/13/2019 McHenry HS School Release 2030 Total Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 8 Maximum v/c Ratio: 0.10 Intersection Signal Delay: 0.1 Intersection LOS: A Intersection Capacity Utilization 8.5% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 26: HCM 6th TWSC McHenry HS School Release 2030 Total 9: Crystal Lake Rd & Kensington Dr 03/13/2019 McHenry HS School Release 2030 Total Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 1 Intersection Int Delay, s/veh 2.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 15 0 17 0 0 0 17 548 0 0 803 43 Future Vol, veh/h 15 0 17 0 0 0 17 548 0 0 803 43 Conflicting Peds, #/hr 0 0 0 0 0 0 32 0 0 0 0 32 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - 110 - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 54 100 71 100 100 100 53 92 100 100 76 63 Heavy Vehicles, % 4 0 6 0 0 0 0 3 0 0 2 2 Mvmt Flow 28 0 24 0 0 0 32 596 0 0 1057 68 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1783 1783 1123 1763 1817 596 1157 0 0 596 0 0 Stage 1 1123 1123 - 660 660 - - - - - - - Stage 2 660 660 - 1103 1157 - - - - - - - Critical Hdwy 7.14 6.5 6.26 7.1 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.14 5.5 - 6.1 5.5 - - - - - - - Critical Hdwy Stg 2 6.14 5.5 - 6.1 5.5 - - - - - - - Follow-up Hdwy 3.536 4 3.354 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 63 83 246 66 79 507 611 - - 990 - - Stage 1 248 283 - 455 463 - - - - - - - Stage 2 449 463 - 259 273 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 59 76 239 57 73 507 592 - - 990 - - Mov Cap-2 Maneuver 59 76 - 57 73 - - - - - - - Stage 1 227 275 - 430 438 - - - - - - - Stage 2 425 438 - 233 265 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 87.3 0 0.6 0 HCM LOS F A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 592 - - 91 - 990 - - HCM Lane V/C Ratio 0.054 - - 0.568 - - - - HCM Control Delay (s) 11.4 - - 87.3 0 0 - - HCM Lane LOS B - - F A A - - HCM 95th %tile Q(veh) 0.2 - - 2.6 - 0 - - HCM 6th TWSC McHenry HS School Release 2030 Total 13: South Access 03/13/2019 McHenry HS School Release 2030 Total Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 2 Intersection Int Delay, s/veh 33.8 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Traffic Vol, veh/h 0 230 0 0 0 0 0 0 150 170 0 0 Future Vol, veh/h 0 230 0 0 0 0 0 0 150 170 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - 0 - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 50 92 50 92 50 50 50 50 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 1 1 2 2 Mvmt Flow 0 250 0 0 0 0 0 0 300 340 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All - 0 0 250 0 0 - - 250 401 251 - Stage 1 - - - - - - - - - 1 1 - Stage 2 - - - - - - - - - 400 250 - Critical Hdwy - - - 4.12 - - - - 6.21 7.11 6.52 - Critical Hdwy Stg 1 - - - - - - - - - 6.11 5.52 - Critical Hdwy Stg 2 - - - - - - - - - 6.11 5.52 - Follow-up Hdwy - - - 2.218 - - - - 3.309 3.509 4.018 - Pot Cap-1 Maneuver 0 - - 1316 - 0 0 0 791 561 652 0 Stage 1 0 - - - - 0 0 0 - 1025 895 0 Stage 2 0 - - - - 0 0 0 - 628 700 0 Platoon blocked, % - - - Mov Cap-1 Maneuver - - - 1316 - - - - 791 348 652 - Mov Cap-2 Maneuver - - - - - - - - - 348 652 - Stage 1 - - - - - - - - - 1025 895 - Stage 2 - - - - - - - - - 390 700 - Approach SE NW NE SW HCM Control Delay, s 0 0 12.3 77.8 HCM LOS B F Minor Lane/Major Mvmt NELn1 NWL NWT SET SERSWLn1 Capacity (veh/h) 791 1316 - - - 348 HCM Lane V/C Ratio 0.379 - - - - 0.977 HCM Control Delay (s) 12.3 0 - - - 77.8 HCM Lane LOS B A - - - F HCM 95th %tile Q(veh) 1.8 0 - - - 10.8 HCM 6th TWSC McHenry HS School Release 2030 Total 14: Crystal Lake Rd & Center Access 03/13/2019 McHenry HS School Release 2030 Total Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 3 Intersection Int Delay, s/veh 0.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 5 796 621 27 Future Vol, veh/h 0 0 5 796 621 27 Conflicting Peds, #/hr 0 0 2 0 0 2 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 100 - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 100 100 25 84 56 91 Heavy Vehicles, % 0 0 100 2 2 85 Mvmt Flow 0 0 20 948 1109 30 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 1111 1141 0 - 0 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.2 5.1 - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.3 3.1 - - - Pot Cap-1 Maneuver 0 257 362 - - - Stage 1 0 - - - - - Stage 2 0 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 257 361 - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB NB SB HCM Control Delay, s 0 0.3 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 361 - - - - HCM Lane V/C Ratio 0.055 - - - - HCM Control Delay (s) 15.6 - 0 - - HCM Lane LOS C - A - - HCM 95th %tile Q(veh) 0.2 - - - - HCM 6th TWSC McHenry HS School Release 2030 Total 16: Crystal Lake Rd & North Access 03/13/2019 McHenry HS School Release 2030 Total Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 4 Intersection Int Delay, s/veh 3.7 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 36 36 6 790 612 19 Future Vol, veh/h 36 36 6 790 612 19 Conflicting Peds, #/hr 0 0 8 0 0 8 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 100 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 60 41 75 81 92 53 Heavy Vehicles, % 0 3 0 2 6 0 Mvmt Flow 60 88 8 975 665 36 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1682 359 709 0 - 0 Stage 1 691 - - - - - Stage 2 991 - - - - - Critical Hdwy 6.6 6.945 4.1 - - - Critical Hdwy Stg 1 5.8 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.53.3285 2.2 - - - Pot Cap-1 Maneuver 96 636 899 - - - Stage 1 464 - - - - - Stage 2 362 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 94 631 892 - - - Mov Cap-2 Maneuver 94 - - - - - Stage 1 456 - - - - - Stage 2 359 - - - - - Approach EB NB SB HCM Control Delay, s 45.3 0.1 0 HCM LOS E Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 892 - 94 631 - - HCM Lane V/C Ratio 0.009 - 0.638 0.139 - - HCM Control Delay (s) 9.1 - 94.7 11.6 - - HCM Lane LOS A - F B - - HCM 95th %tile Q(veh) 0 - 3.1 0.5 - - HCM 6th TWSC McHenry HS School Release 2030 Total 18: Oakwood Dr & Royal Dr 03/13/2019 McHenry HS School Release 2030 Total Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 5 Intersection Int Delay, s/veh 5.2 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Traffic Vol, veh/h 6 74 23 61 118 8 20 2 99 5 3 1 Future Vol, veh/h 6 74 23 61 118 8 20 2 99 5 3 1 Conflicting Peds, #/hr 0 0 1 1 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - 60 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 50 87 58 84 68 33 38 50 78 63 38 25 Heavy Vehicles, % 0 2 5 4 0 0 45 0 15 0 0 0 Mvmt Flow 12 85 40 73 174 24 53 4 127 8 8 4 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 198 0 0 126 0 0 468 474 106 527 482 186 Stage 1 - - - - - - 130 130 - 332 332 - Stage 2 - - - - - - 338 344 - 195 150 - Critical Hdwy 4.1 - - 4.14 - - 7.55 6.5 6.35 7.1 6.5 6.2 Critical Hdwy Stg 1 - - - - - - 6.55 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 - - - - - - 6.55 5.5 - 6.1 5.5 - Follow-up Hdwy 2.2 - - 2.236 - - 3.905 4 3.435 3.5 4 3.3 Pot Cap-1 Maneuver 1387 - - 1448 - - 441 492 914 465 487 861 Stage 1 - - - - - - 780 792 - 686 648 - Stage 2 - - - - - - 595 640 - 811 777 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1387 - - 1447 - - 413 463 913 380 458 861 Mov Cap-2 Maneuver - - - - - - 413 463 - 380 458 - Stage 1 - - - - - - 772 784 - 680 616 - Stage 2 - - - - - - 555 608 - 688 769 - Approach SE NW NE SW HCM Control Delay, s 0.7 2 12.4 13.1 HCM LOS B B Minor Lane/Major Mvmt NELn1 NWL NWT NWR SEL SET SERSWLn1 Capacity (veh/h) 667 1447 - - 1387 - - 464 HCM Lane V/C Ratio 0.275 0.05 - - 0.009 - - 0.043 HCM Control Delay (s) 12.4 7.6 - - 7.6 0 - 13.1 HCM Lane LOS B A - - A A - B HCM 95th %tile Q(veh) 1.1 0.2 - - 0 - - 0.1 HCM 6th TWSC McHenry HS School Release 2030 Total 21: Oakwood Dr & Bus Exit 03/13/2019 McHenry HS School Release 2030 Total Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 6 Intersection Int Delay, s/veh 3.5 Movement NWL NWR NET NER SWL SWT Lane Configurations Traffic Vol, veh/h 5 38 83 0 0 87 Future Vol, veh/h 5 38 83 0 0 87 Conflicting Peds, #/hr 2 7 0 3 3 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 31 45 91 100 100 89 Heavy Vehicles, % 40 55 6 0 0 3 Mvmt Flow 16 84 91 0 0 98 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 194 101 0 0 94 0 Stage 1 94 - - - - - Stage 2 100 - - - - - Critical Hdwy 6.8 6.75 - - 4.1 - Critical Hdwy Stg 1 5.8 - - - - - Critical Hdwy Stg 2 5.8 - - - - - Follow-up Hdwy 3.86 3.795 - - 2.2 - Pot Cap-1 Maneuver 716 827 - - 1513 - Stage 1 843 - - - - - Stage 2 837 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 712 819 - - 1509 - Mov Cap-2 Maneuver 712 - - - - - Stage 1 840 - - - - - Stage 2 835 - - - - - Approach NW NE SW HCM Control Delay, s 10.1 0 0 HCM LOS B Minor Lane/Major Mvmt NET NERNWLn1 SWL SWT Capacity (veh/h) - - 800 1509 - HCM Lane V/C Ratio - - 0.126 - - HCM Control Delay (s) - - 10.1 0 - HCM Lane LOS - - B A - HCM 95th %tile Q(veh) - - 0.4 0 - Timings McHenry HS PM 2030 Total 3: Crystal Lake Rd & Dartmoor Dr 03/13/2019 McHenry HS PM 2030 Total Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 95 8 31 7 5 72 44 671 23 79 515 129 Future Volume (vph) 95 8 31 7 5 72 44 671 23 79 515 129 Satd. Flow (prot) 0 1748 0 0 1847 1615 1752 1881 1615 1805 1830 0 Flt Permitted 0.777 0.826 0.158 0.181 Satd. Flow (perm) 0 1403 0 0 1569 1580 291 1881 1615 344 1830 0 Satd. Flow (RTOR) 10 96 71 16 Lane Group Flow (vph) 0 169 0 0 28 96 59 722 32 92 760 0 Turn Type Perm NA Perm NA Perm pm+pt NA Perm pm+pt NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 8 8 2 2 6 Detector Phase 4 4 8 8 8 5 2 2 1 6 Switch Phase Minimum Initial (s) 10.0 10.0 10.0 10.0 10.0 5.0 15.0 15.0 5.0 15.0 Minimum Split (s) 16.0 16.0 15.5 15.5 15.5 10.0 21.0 21.0 10.0 21.0 Total Split (s) 30.0 30.0 30.0 30.0 30.0 20.0 66.0 66.0 20.0 66.0 Total Split (%) 25.9% 25.9% 25.9% 25.9% 25.9% 17.2% 56.9% 56.9% 17.2% 56.9% Yellow Time (s) 4.5 4.5 4.5 4.5 4.5 4.0 4.5 4.5 4.0 4.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 5.5 5.5 5.0 5.5 5.5 5.0 5.5 Lead/Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None None None None Min Min None Min Act Effct Green (s) 20.1 20.1 20.1 49.7 43.1 43.1 50.3 43.4 Actuated g/C Ratio 0.23 0.23 0.23 0.58 0.50 0.50 0.59 0.51 v/c Ratio 0.50 0.08 0.22 0.19 0.77 0.04 0.26 0.82 Control Delay 36.6 30.8 8.1 8.7 26.1 0.1 9.1 28.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 36.6 30.8 8.1 8.7 26.1 0.1 9.1 28.0 LOS D C A A C A A C Approach Delay 36.6 13.2 23.8 25.9 Approach LOS D B C C Queue Length 50th (ft) 78 12 0 9 291 0 15 313 Queue Length 95th (ft) 71 18 24 31 677 0 51 634 Internal Link Dist (ft) 943 492 1105 531 Turn Bay Length (ft) 115 115 115 Base Capacity (vph) 501 554 620 475 1355 1183 509 1327 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.34 0.05 0.15 0.12 0.53 0.03 0.18 0.57 Intersection Summary Cycle Length: 116 Actuated Cycle Length: 85.9 Natural Cycle: 60 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.82 Timings McHenry HS PM 2030 Total 3: Crystal Lake Rd & Dartmoor Dr 03/13/2019 McHenry HS PM 2030 Total Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 2 Intersection Signal Delay: 25.2 Intersection LOS: C Intersection Capacity Utilization 67.3% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 3: Crystal Lake Rd & Dartmoor Dr Timings McHenry HS PM 2030 Total 6: Crystal Lake Rd & Royal Dr 03/13/2019 McHenry HS PM 2030 Total Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 113 1 84 3 0 2 110 705 1 7 654 98 Future Volume (vph) 113 1 84 3 0 2 110 705 1 7 654 98 Satd. Flow (prot) 1805 1626 0 1805 1615 0 1787 1881 1615 1805 1828 0 Flt Permitted 0.455 0.137 0.275 Satd. Flow (perm) 864 1626 0 1900 1615 0 258 1881 1615 522 1828 0 Satd. Flow (RTOR) 102 431 102 7 Lane Group Flow (vph) 130 106 0 12 4 0 129 775 4 12 840 0 Turn Type pm+pt NA pm+pt NA pm+pt NA Perm pm+pt NA Protected Phases 3 8 7 4 1 6 5 2 Permitted Phases 8 4 6 6 2 Detector Phase 3 8 8 7 4 4 1 6 6 5 2 Switch Phase Minimum Initial (s) 3.0 8.0 3.0 8.0 3.0 15.0 15.0 3.0 15.0 Minimum Split (s) 7.0 14.0 7.0 14.0 7.0 21.0 21.0 7.0 21.0 Total Split (s) 33.0 36.0 28.0 31.0 24.0 56.0 56.0 24.0 56.0 Total Split (%) 22.9% 25.0% 19.4% 21.5% 16.7% 38.9% 38.9% 16.7% 38.9% Yellow Time (s) 3.5 3.5 3.5 4.5 3.5 4.5 4.5 3.5 4.5 All-Red Time (s) 0.0 0.0 0.0 1.5 0.0 1.5 1.5 0.0 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.5 3.5 3.5 6.0 3.5 6.0 6.0 3.5 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None Min Min None Min Act Effct Green (s) 17.7 15.9 16.8 8.2 64.9 60.7 60.7 59.0 50.7 Actuated g/C Ratio 0.20 0.18 0.19 0.09 0.72 0.68 0.68 0.66 0.57 v/c Ratio 0.43 0.28 0.03 0.01 0.40 0.61 0.00 0.03 0.81 Control Delay 34.8 9.8 26.7 0.0 8.8 13.6 0.0 6.3 26.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 34.8 9.8 26.7 0.0 8.8 13.6 0.0 6.3 26.3 LOS C A C A A B A A C Approach Delay 23.6 20.0 12.8 26.0 Approach LOS C B B C Queue Length 50th (ft) 63 2 4 0 15 162 0 1 304 Queue Length 95th (ft) 113 0 5 0 49 564 0 6 #802 Internal Link Dist (ft) 558 199 341 2151 Turn Bay Length (ft) 150 115 265 115 Base Capacity (vph) 648 661 903 765 541 1272 1125 675 1036 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.20 0.16 0.01 0.01 0.24 0.61 0.00 0.02 0.81 Intersection Summary Cycle Length: 144 Actuated Cycle Length: 89.7 Natural Cycle: 65 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.81 Timings McHenry HS PM 2030 Total 6: Crystal Lake Rd & Royal Dr 03/13/2019 McHenry HS PM 2030 Total Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 4 Intersection Signal Delay: 19.7 Intersection LOS: B Intersection Capacity Utilization 71.1% ICU Level of Service C Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 6: Crystal Lake Rd & Royal Dr HCM 6th TWSC McHenry HS PM 2030 Total 9: Crystal Lake Rd & Kensington Dr 03/13/2019 McHenry HS PM 2030 Total Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 1 Intersection Int Delay, s/veh 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 12 0 13 0 0 0 30 808 0 0 710 26 Future Vol, veh/h 12 0 13 0 0 0 30 808 0 0 710 26 Conflicting Peds, #/hr 0 0 0 0 0 0 2 0 0 0 0 2 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - 110 - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 50 100 65 100 100 100 75 90 100 100 86 81 Heavy Vehicles, % 0 0 0 0 0 0 0 1 0 0 1 0 Mvmt Flow 24 0 20 0 0 0 40 898 0 0 826 32 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1822 1822 844 1830 1838 898 860 0 0 898 0 0 Stage 1 844 844 - 978 978 - - - - - - - Stage 2 978 978 - 852 860 - - - - - - - Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 - - - - - - - Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 60 78 366 60 76 341 790 - - 765 - - Stage 1 361 382 - 304 331 - - - - - - - Stage 2 304 331 - 357 376 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 58 74 365 55 72 341 788 - - 765 - - Mov Cap-2 Maneuver 58 74 - 55 72 - - - - - - - Stage 1 342 381 - 288 314 - - - - - - - Stage 2 289 314 - 337 375 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 73.3 0 0.4 0 HCM LOS F A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 788 - - 94 - 765 - - HCM Lane V/C Ratio 0.051 - - 0.468 - - - - HCM Control Delay (s) 9.8 - - 73.3 0 0 - - HCM Lane LOS A - - F A A - - HCM 95th %tile Q(veh) 0.2 - - 2 - 0 - - HCM 6th TWSC McHenry HS PM 2030 Total 12: Crystal Lake Rd & South Access 03/13/2019 McHenry HS PM 2030 Total Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 2 Intersection Int Delay, s/veh 5.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 68 76 85 735 660 68 Future Vol, veh/h 68 76 85 735 660 68 Conflicting Peds, #/hr 0 0 1 0 0 1 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 100 - - 150 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 53 68 80 91 88 88 Heavy Vehicles, % 0 2 2 1 1 0 Mvmt Flow 128 112 106 808 750 77 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1771 751 828 0 - 0 Stage 1 751 - - - - - Stage 2 1020 - - - - - Critical Hdwy 6.4 6.22 4.12 - - - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.318 2.218 - - - Pot Cap-1 Maneuver ~ 93 411 803 - - - Stage 1 470 - - - - - Stage 2 351 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver ~ 81 411 802 - - - Mov Cap-2 Maneuver 174 - - - - - Stage 1 407 - - - - - Stage 2 351 - - - - - Approach EB NB SB HCM Control Delay, s 44.5 1.2 0 HCM LOS E Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 802 - 174 411 - - HCM Lane V/C Ratio 0.132 - 0.737 0.272 - - HCM Control Delay (s) 10.2 - 68.4 17 - - HCM Lane LOS B - F C - - HCM 95th %tile Q(veh) 0.5 - 4.6 1.1 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC McHenry HS PM 2030 Total 14: Crystal Lake Rd & Center Access 03/13/2019 McHenry HS PM 2030 Total Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 3 Intersection Int Delay, s/veh 0 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 0 803 728 17 Future Vol, veh/h 0 0 0 803 728 17 Conflicting Peds, #/hr 0 0 1 0 0 1 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 100 - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 100 100 100 91 87 50 Heavy Vehicles, % 0 0 0 1 1 8 Mvmt Flow 0 0 0 882 837 34 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 838 872 0 - 0 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.2 4.1 - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.3 2.2 - - - Pot Cap-1 Maneuver 0 369 782 - - - Stage 1 0 - - - - - Stage 2 0 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 369 781 - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB NB SB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 781 - - - - HCM Lane V/C Ratio - - - - - HCM Control Delay (s) 0 - 0 - - HCM Lane LOS A - A - - HCM 95th %tile Q(veh) 0 - - - - HCM 6th TWSC McHenry HS PM 2030 Total 16: Crystal Lake Rd & North Access 03/13/2019 McHenry HS PM 2030 Total Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 4 Intersection Int Delay, s/veh 1.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 17 14 4 799 731 10 Future Vol, veh/h 17 14 4 799 731 10 Conflicting Peds, #/hr 0 0 2 0 0 2 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 100 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 60 63 25 93 88 58 Heavy Vehicles, % 0 10 0 1 1 0 Mvmt Flow 28 22 16 859 831 17 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1733 426 850 0 - 0 Stage 1 842 - - - - - Stage 2 891 - - - - - Critical Hdwy 6.6 7.05 4.1 - - - Critical Hdwy Stg 1 5.8 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.395 2.2 - - - Pot Cap-1 Maneuver 89 559 797 - - - Stage 1 388 - - - - - Stage 2 404 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 87 558 795 - - - Mov Cap-2 Maneuver 87 - - - - - Stage 1 379 - - - - - Stage 2 403 - - - - - Approach EB NB SB HCM Control Delay, s 41.7 0.2 0 HCM LOS E Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 795 - 87 558 - - HCM Lane V/C Ratio 0.02 - 0.326 0.04 - - HCM Control Delay (s) 9.6 - 65.2 11.7 - - HCM Lane LOS A - F B - - HCM 95th %tile Q(veh) 0.1 - 1.2 0.1 - - HCM 6th TWSC McHenry HS PM 2030 Total 18: Oakwood Dr & Royal Dr 03/13/2019 McHenry HS PM 2030 Total Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 5 Intersection Int Delay, s/veh 3.5 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Traffic Vol, veh/h 3 75 19 64 90 20 1 0 49 6 0 2 Future Vol, veh/h 3 75 19 64 90 20 1 0 49 6 0 2 Conflicting Peds, #/hr 0 0 1 1 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - 60 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 38 70 71 79 88 42 25 100 73 38 100 25 Heavy Vehicles, % 0 0 0 2 0 0 0 0 0 0 0 0 Mvmt Flow 8 107 27 81 102 48 4 0 67 16 0 8 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 150 0 0 135 0 0 430 450 122 458 439 126 Stage 1 - - - - - - 138 138 - 288 288 - Stage 2 - - - - - - 292 312 - 170 151 - Critical Hdwy 4.1 - - 4.12 - - 7.1 6.5 6.2 7.1 6.5 6.2 Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.1 5.5 - Follow-up Hdwy 2.2 - - 2.218 - - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 1444 - - 1449 - - 539 508 935 516 515 930 Stage 1 - - - - - - 870 786 - 724 677 - Stage 2 - - - - - - 720 661 - 837 776 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1444 - - 1448 - - 509 476 934 456 483 930 Mov Cap-2 Maneuver - - - - - - 509 476 - 456 483 - Stage 1 - - - - - - 864 780 - 720 639 - Stage 2 - - - - - - 674 624 - 772 771 - Approach SE NW NE SW HCM Control Delay, s 0.4 2.7 9.4 11.8 HCM LOS A B Minor Lane/Major Mvmt NELn1 NWL NWT NWR SEL SET SERSWLn1 Capacity (veh/h) 892 1448 - - 1444 - - 550 HCM Lane V/C Ratio 0.08 0.056 - - 0.005 - - 0.043 HCM Control Delay (s) 9.4 7.6 - - 7.5 0 - 11.8 HCM Lane LOS A A - - A A - B HCM 95th %tile Q(veh) 0.3 0.2 - - 0 - - 0.1 HCM 6th TWSC McHenry HS PM 2030 Total 21: Oakwood Dr & Bus Exit 03/13/2019 McHenry HS PM 2030 Total Synchro 10 Report Gewalt Hamilton Associates, Inc. Page 6 Intersection Int Delay, s/veh 0.2 Movement NWL NWR NET NER SWL SWT Lane Configurations Traffic Vol, veh/h 0 1 49 0 0 83 Future Vol, veh/h 0 1 49 0 0 83 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 100 25 73 100 100 85 Heavy Vehicles, % 0 0 0 0 0 2 Mvmt Flow 0 4 67 0 0 98 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 165 67 0 0 67 0 Stage 1 67 - - - - - Stage 2 98 - - - - - Critical Hdwy 6.4 6.2 - - 4.1 - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.3 - - 2.2 - Pot Cap-1 Maneuver 830 1002 - - 1547 - Stage 1 961 - - - - - Stage 2 931 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 830 1002 - - 1547 - Mov Cap-2 Maneuver 830 - - - - - Stage 1 961 - - - - - Stage 2 931 - - - - - Approach NW NE SW HCM Control Delay, s 8.6 0 0 HCM LOS A Minor Lane/Major Mvmt NET NERNWLn1 SWL SWT Capacity (veh/h) - - 1002 1547 - HCM Lane V/C Ratio - - 0.004 - - HCM Control Delay (s) - - 8.6 0 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - 0 0 - McHenry West High School McHenry, Illinois APPENDIX J Future Signal Timing Modifications Future Signal Timing Modifications Table 5: Future Signal Timing Modifications Signal Location Signal Phases: 1 2 4 5 6 8 SBLT NB EB NBLT SB WB Crystal Lake Rd & Dartmoor Dr Existing Max Green 15 35 25 15 35 25 Option 1 Max Green 15 70 35 15 70 35