No preview available
HomeMy WebLinkAboutPacket - 05/07/2018 - City CouncilAGENDA REGULAR CITY COUNCIL MEETING City Council Chambers, 333 S Green Street Monday, May 7, 2018, 7:00 PM 1. Call to Order. 2. Roll Call. 3. Pledge of Allegiance. 4. Public Hearing: Annexation Agreement between the City of McHenry, Speedway Inc., Christian Kalischefski and Pt Midwest Bank and 13455 & Fuhler Properties which consists of 7.59 acres, more or less, and is located at the northwest corner of IL State Route 120 & Ringwood Road in the City of McHenry also known as 2009 Ringwood Road, McHenry, IL 60050. A. Motion to approve an Ordinance authorizing the Mayor's execution of an Annexation Agreement between the City of McHenry, Speedway Inc., and others, which consists of 7.59 acres, more or less, and is located at the northwest corner of IL State Route 120 & Ringwood Road in the City of McHenry, IL 60050. B. Motion to approve an Ordinance annexing the property at 2009 Ringwood Road. C. Motion to adopt an Ordinance granting a zoning map amendment to C-2 Neighborhood Commercial, a conditional use permit to allow an automobile fueling station and variances for the property located at the northwest corner of Ringwood Road and Illinois Route 120, with conditions. 5. Presentation of CHARACTER COUNTS! Citizen of Character Recognition Awards. 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. Ordinance authorizing the Sale of a Police Vehicle owned by the City of McHenry by public auction; B. Waive bid requirements and approve a purchase order for the purchase of water meters From Midwest Meter, Inc. in an amount not to exceed $250,000.00; C. Waive bid requirements and accept the proposal from the sole provider, Corrective Asphalt Materials of Sugar Grove, IL. in the amount of $51,528.80 for Roadway Reclamite Application; 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. McHenry City Council Regular Meeting May 7, 2018 Page Two D. Publicly bid the Timothy Lane/Clover Avenue Water Main Replacement Project; E. Publicly bid the Green Street Bridge Rehabilitation Project; F. Contract purchase order for the 2nd year option for bulk road salt to Compass Minerals America, Inc. in amount not to exceed $86,610.00; G. Resolution approving an Intergovernmental Agreement with the State of Illinois and the City of McHenry appropriating funds for the Curran Road Improvement Project in an amount not to exceed $34,889.00; H. Authorization to continue a service agreement with the Northeastern Illinois Regional Crime Laboratory and pay the annual fees in an amount not to exceed $38,985.00. I. Temporary Use Permit to allow a boat sales event at McHenry Savings Bank, 353 Bank Drive; J. Parks Facilities/Special Use permits; K. April 30, 2018 Annual City Council meeting minutes; and L. Payment of Bills in the amount of $50,375.38. 8. Individual Action Items Agenda: A. Motion to adopt an Ordinance granting a zoning map amendment to C-5 highway commercial, conditional use permit to allow an automobile fueling station and variances for the property located at the southeast corner of Dayton Street and South Illinois Route 31. B. Motion to approve connection to the City's sanitary sewer system for the property located at 1920 Orchard Beach Road, with conditions. C. Motion to approve a sign variance request for Hansen's Alignment and Auto, 1313 N. North Drive. D. Motion to approve a request to transfer a Class 172-10 Liquor License from Jeet Shop N Go, Inc. d/b/a/ Riverside Shop N Go to Baagi 2 Inc. d/b/a Riverside Shop N Go located at 1325 N. Riverside Drive. E. Motion to approve a request for a Class A Liquor License to Chen's Jackpot Cafe' Inc. d/b/a Chen's Asian Cafe' located at 4117 Shamrock Lane (formerly Beerability). 9. Staff Reports. 10. Mayor and City Council Comments. 11. Executive Session A. Motion to enter into Executive Session to discuss purchase or Lease of Property for the use of the Public Body, 5 ILCS 120/2 (c) (5) 12. Adjourn. 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. 12. Adjourn. The complete City Council packet is available for review online via the City website at www.ci.mchenr iy l.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 and audio -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 of the City Administrator at 815- 363-2108 at least 72 hours prior to any meeting so that accommodations can be made. 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. Department of Community & Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us PUBLIC HEARING SUPPLEMENT DATE: May 7, 2018 TO: Mayor and City Council FROM: Douglas Martin, Director of Economic Development RE: Public hearing and consideration of an annexation agreement, annexation, zoning map amendment, conditional use permit and variances to allow a fueling station and convenience store for the property located at the northwest corner of Ringwood Road and Illinois Route 120 ATT: 1. Location Map 2. Unapproved Planning and Zoning Commission Minutes dated April 11, 2018 3 Ordinance authorizing execution of an annexation agreement between the City of McHenry, Speedway Inc., 1st Midwest Bank and 13455 & Fuhler Properties 4. Draft Annexation Agreement between the City of McHenry, Speedway Inc., 1st Midwest Bank and 13455 & Fuhler Properties 5. Ordinance annexing property located at (includes Plat of Annexation) 6. Ordinance granting a zoning map amendment to C-2 neighborhood commercial, conditional use permit to allow an automobile fueling station and variances for the property located at the northwest corner of Ringwood Road and Illinois Route 120 7. KLOA Traffic Study 8. H.R. Green Review of Traffic Study 9. Letters of Opposon from James Rex, 5606 Chesapeake Drive 10. Planning and Zoning Comments from James Rex, 5606 Chesapeake Drive 11. Site Plan Packet AGENDA ITEM SUMMARY The applicant is requesting approval of an annexation agreement, annexation, zoning map amenAment, conditional use permit and variances to construct a fueling station with convenience store and commercial fueling lanes. To be clear, even though this project will not have truck stop amenities (showers, etc.) or permit overnight truck parking, it will still meet the state's definition of a truck stop and will, as a result, also be eligible for video gaming. Department of Community & Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us BACKGROUND Over the past 15-20 years a few different land uses have been proposed on the subject property, including a Road Ranger fueling station, however low traffic counts and lack of sufficient demographics have prevented a large commercial development from locating at this location. The current applicant, Speedway, is proposing to construct its prototype fueling center with convenience store. In order to accomplish this, the following approvals are required: Zoning Map Amending to C-2 Neighborhood Commercial upon annexation to the City of McHenry The Subject Property is currently unincorporated and the applicant will be seeking a zoning map amendment to C-2 Neighborhood Commercial upon annexation to the City. This zoning classification is consistent with the zoning to the east, northeast corner of Ringwood Road and Route 120 and south, southwest corner of Route 120 and Curran Road. The site is located on a major state highway (Route 120) and City/County Highway (Ringwood Road) at a lighted intersection. There are high traffic volumes on both these roadways, and there is also considerable residential development within a five -mile radius of this intersection. Conditional Use Permit to allow an automobile fueling station The applicant is requesting Conditional Use Permit to allow an automobile fueling station. Three access points are proposed. The full access is depicted off of Illinois Route 120; a vehicular right- in/right-out off of Ringwood Road and a commercial right -out access off of Ringwood Road are also proposed. Ringwood Road is a Class II truck route, and Route 120 is a Strategic Regional Arterial, with an average daily traffic count of 15,000 to 19,000 vehicles/day. Trip generation to the proposed gas station/convenience store is directly proportional to the number of fueling positions the gas station offers. It should be noted; however, a large percentage of trips are generated from pass -by traffic or traffic already going past the site to another destination (60%). This includes trucks and passenger vehicles. This data was obtained from the Institute of Transportation Engineers and studies they have completed. Moreover, peak trip generation hours of the gasoline station with convenience store normally coincide with the peak hours of adjacent street traffic. A traffic study was completed and is included, along with comments from the City's consulting engineer HR Green, Inc. This study concludes that the design of the site and access points work well with the surrounding area. Department of Community & Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us It is not anticipated that the fueling center will adversely impact Parkland School, even at its busiest times - during beginning and dismissal times. An eastbound left-hand turn lane is required on Route 120 and can be accommodated within the existing right -way, which is being depicted by the applicant and, as such, traffic from westbound Route 120 should not interfere with traffic on Ringwood Road. The applicant has done several things to mitigate any potential adverse impacts to adjacent property owners, particularly to the residential to the north including: • LED lighting will be utilized which to direct light directly to the source it is intended to serve and eliminates/vastly reduces glare; • A landscape buffer along the north property line will be installed and is required; The City's Forester will review the landscape plan to ensure compliance and plantings; • There will be no overnight parking of commercial trucks nor any truck stop amenities such as showers or a laundry facility; • Considerable landscaping is depicted around the site; • Sidewalks are required along Route 120 and Ringwood Road in accordance with the City's Municipal Code. Variances The applicant is seeking the following variances form the zoning ordinance: • Variance for an automobile service station to be located within 600 feet of any other service station; • Variance to allow 25 parking stalls in the front of the c-store without a parking island; • Variance allow for no landscaping around the building foundation; • Variance for a larger driveway width along Ringwood Road for the truck exit. Justifications for these variances are provided as follows: Variance from the minimum spacing requirement between service stations The City's zoning ordinance includes the following provision: "I. SPACING OF SERVICE STATIONS No automobile service station shall be located within 600 feet of any other automobile service station." The applicant is requesting a variance from this provision. Department of Community & Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us There is no guideline or definitive provision stating where this is measured to/from. Staff does not believe this variance is necessary. The property to the east is vacant and abandoned. There are no fueling tanks in the ground and, therefore, it is not currently an active service/fueling station. Variance for a larger driveway width along Ringwood Road for the truck exit The applicant is requesting a variance from the maximum driveway width of 36 feet to an approximately 85400t width to allow trucks to safely navigate the site and exit soutbound Ringwood Road. This variance is appropriate for the proposed use and will not adversely impact adjacent land uses. Variance to allow 25 parking stalls in the front of the convenience store without a parking island The applicant is requesting a variance to allow 25 parking staffs in the front of the convenience store without a parking lot landscape island. The zoning ordinance requires a parking lot landscape island every 15 spaces therefore the applicant would be required to place a parking lot island in front of the convenience store. The applicant states that it is more efficient to plow their lot in the winter without a parking lot island in the middle of the row. Variance allow for no landscaping around the building foundation The applicant is requesting a variance from the building foundation landscaping requirements due to it being a possible tripping hazard or a wasteland. Additionally the applicant states, it makes it easier for Speedway employees to clean. PLANNING AND ZONING COMMISSION: Several individuals spoke at the Planning and Zoning Commission meeting in opposition to the project. The main objections dealt with: lighting, stormwater, noise, traffic, proximity to the school and visual blight. Speedway is proposing to construct a berm at the northern end of the site to assist with screening the project. Staff has included language in the annexation agreement to ensure the berm is constructed and maintained in perpetuity. The Planning and Zoning Commission unanimously recommended approval (7-0) of the following: 1. A zoning map amendment to C-2; 2. Approval of a conditional use permit to allow an automobile fueling station subject to the following conditions: Department of Community & 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 project is developed in accordance with the Improvement Plans prepared by W- T dated 1/25/18 with a latest revision date of 2/16/18 and consisting of two pages, Landscape Plans prepared by Corporate Design + Development Group, LLC. dated 3/16/18 consisting of three pages; • Sidewalks shall be installed along Illinois Route 120 and Ringwood Road along the entire frontage of the property; • The existing barn, garage and gravel driveway shall be razed when the site work commences; • The applicant shall enter into an annexation agreement with the City of McHenry, at which time the existing on site signs and billboard will be addressed as well as area the City is looking for to site a future booster pump, along the west side of the property; • There will be no overnight parking of commercial trucks nor any truck stop amenities such as showers or a laundry facility; • As much of the natural vegetation as practicable be maintained along the northern property line and western lines as practical; 3. Approval of a variance for a larger driveway width along Ringwood Road for the truck exit from approximately 85 feet from 36 feet; 4. Approval of variances to allow 25 parking stalls in the front of the convenience store without a parking island; and, 5. Approval of a variance to allow for no landscaping around the building foundation. ANNEXATION AGREEMENT In order to consider the items above, annexation of the property is also required. The Subject Property is currently located in unincorporated McHenry County. Attached to the supplement is a draft annexation agreement which includes the following provisions: • Provisions for the removal of the billboard; • Annexation fee of $3,795 ($500/acre); • Provisions for reserving an easement to locate a booster pump in the future; • Provisions to erect and maintain a berm in perpetuity to assist in screening the development from the residents of the Chesapeake Hills Subdivision; • Provisions for the Landmark Commission to go through the existing structures prior to their being razed. Department of Community & Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us RECOMMENDATION Therefore, if the City Council concurs with the Planning and Zoning Commission the following actions are recommended: • A motion to approve the attached ordinance authorizing the Mayor's execution of an annexation agreement between the City of McHenry, Speedway LLC and 1st Midwest Bank - Mayor and City Council vote 2/3 majority or 6 votes required for approval; • A motion to approve the attached ordinance annexing the property at 2009 Ringwood Road (northwest corner of Ringwood Road and Illinois Route 120) - Mayor and City Council vote -simple majority required; and, • A motion to approve the attached ordinance granting a zoning map amendment to C-2 Neighborhood Commercial and conditional use permit to allow an automobile fueling station for the property located at the northwest corner of Ringwood Road and Illinois Route 120, subject to the following conditions — simple majority vote: a. The project is developed in accordance with the Improvement Plans prepared by W-T dated 1/25/18 with a latest revision date of 2/16/18 and consisting of two pages, Landscape Plans prepared by Corporate Design + Development Group, LLC. dated 3/16/18 consisting of three pages; b. Sidewalks shall be installed along Illinois Route 120 and Ringwood Road along the entire frontage of the property, c. The existing barn, garage and gravel driveway shall be razed when the site work commences; d. The applicant shall enter into an annexation agreement with the City of McHenry, at which time the existing on site signs and billboard will be addressed as well as area the City is looking for to site a future booster pump, along the west side of the property, e. There will be no overnight parking of commercial trucks nor any truck stop amenities such as showers or a laundry facility; f. As much of the natural vegetation as practicable be maintained along the northern property line and western lines as practical. Department of Community & Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us With the following variances: • A variance to allow a larger driveway width along Ringwood Road for the truck exit from approximately 85 feet from 36 feet; • A variance to allow 25 parking stalls in the front of the convenience store without a parking island, and, • A variance to allow for no landscaping around the building foundation. Henar ar r..� rox � } PT CHESAPEAKE DRIVE i Department of Community & Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us Unapproved Planning and Zoning Commission Minutes dated April 11I 2018 Public Hearing: Speedway, LLC File No. Z-926 NW Corner of IL Route 120 and Ringwood Road Annexation, Conditional Use Permit, and Variances Chairman Strach called the Public Hearing to order at 7:54 p.m. regarding File No Z-926 an application for Annexation, Condition Use Permit and Variances for the property located at the NW Corner of IL Route 120 and Ringwood Road excluding about three acres of the northern half A the parcel. Chairman Strach stated Notice of the Public Hearing was published in the Northwest Herald on March 27, 2018. 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 was Frank Petrich and Chris Kalischefski, both of WT Group, 2675 Pratum Ave, Hoffman Estates, IL 60192, and Robert Schroedter, Speedway, LLC 8200 — 185th St, Tinley Park, IL, who were sworn in by Chairman Strach. Mr. Kalischefski presented the details for a project for IL Route 120 and Ringwood Road stating that the site is 7.59 acres and that Speedway is developing less than fifty percent of the property. Mr. Kalischefski stated that there would be a berm to separate from the residential area, at the top one hundred and fifty feet of the property. He further stated that the berm would be 5-6 feet high on one side and 10-12 feet on other side and there would be landscaping, removal of existing storage building and garage and they would leave the mature trees. Mr. Kalischefski opined that there will be a nice buffer and added that there would be additional green space lining the detention and wetland area. Mr. Kalischefski stated they are not asking for a setback variance and stated that they are using less area ratio than allowed. Mr. Kalischefski stated that Speedway has developed many gas stations and that in Belvedere they added a cross walk when it was requested. Mr. Kalischefski stated that the site is highly landscaped. He further stated that Speedway is asking for a variance to exclude landscaping around the building and to exclude an island. Mr. Kalischefski stated the nature of business is to walk into the building. Mr. Kalischefski opined that it is arduous for the customers to have to walk around the trees and Department of Community & Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us landscaping in front of the bung and Speedway is asking to relocate the landscaping not eliminate it. Mr. Kalischefski opined there are special circumstances for customer convenience. He further opined that the landscaping variance request makes for a more aesthetically pleasing plan. Mr. Kalischefski stated that the request for a conditional use permit is required so that the building would be as close to IL Route 120 and as far from the residents as possible and they would like to annex into the City to make the property a functioning tax producing property. Mr. Kalischefski stated that there are separate entrances for autos and trucks for safety. He opined that the truck lanes would be utilized mainly by travelers, landscape, and gravel trucks. Mr. Kalischefski stated that there are no truck stop amenities such as showers and/or overnight parking. Mr. Kalischefski stated the traffic study shows that trucks would not be going back into the nearby neighborhood. Mr. Kalischefski opined that the retention pond would be overly sufficient for the water run-off and the yard lighting would be LED lights controlled by sensors. Mr. Kalischefski stated that the building is a masonry structure, which he opines is a statement of Speedway's commitment. He stated that Speedway raises funds for local charities including Children's Miracle Network/Lurie's Children's Hospital. Director of Economic Development Martin provided the Commission with the Staff Report regarding this matter stating the applicants are proposing to construct a Fueling center, which will include 16 fueling positions (8 pumps) and two Commercial truck (diesel) fueling dispensing lanes. Director Martin stated that the property is currently unincorporated and the applicant will be seeking a zoning map amendment to C-2 Neighborhood Commercial upon annexation to the City. This zoning classification is consistent with the zoning to the east and south. The site is located on a major state highway and a lighted intersection. There is considerable traffic on both these roadways, and there is also considerable residential development within a five -mile radius of this intersection. A fueling center is a practical and ideal use at this location. Director Martin stated Staff supports the requested zoning map amendment. Director Martin stated that the applicant is also requesting a Conditional Use Permit to allow an automobile fueling station with a proposed three -access point. Director Martin stated the full access is proposed off Illinois Route 120; a right-in/right-out off Ringwood Road and a full access off Ringwood Road. Ringwood Road is a Class II truck route, and Route 120 is a Strategic Regional Arterial, with an average daily traffic count of 15,000 to 19,000 vehicles/day. Director Martin stated that HR Green reviewed the submitted traffic study and that they concurred with the study. Department of Community & 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 Martin stated that additionally, the fueling center would not adversely impact Parkland School, even at its busiest times, during arrival and dismissal times. An eastbound left-hand turn lane is required on Route 120 and can be accommodated within the existing right -way. Director Martin stated that documents were forwarded to District 15 for consideration. Director Martin opined that LED lighting is very concentrated unlike older lighting methods which might be used. Director Martin stated that after reviewing the approval criteria set forth in Table 31 ofthe zoning ordinance for conditional uses as related to the fueling station, staff believes the applicant has done several things to mitigate any potential adverse impacts to adjacent property owners, particularly to the residential to the north including: • LED lighting will be utilized to direct light directly to the source it is intended to serve and eliminates and/or vastly reduces glare; • A landscape buffer along the north property line will be installed and is required by landscaping and berm. The City's Forester will review the landscape plan to ensure compliance and plantings; • There will be no overnight parking of commercial trucks nor any truck stop amenities such as showers or a laundry facility; • Considerable landscaping is depicted around the site; • Sidewalks are required along Route 120 and Ringwood Road in accordance with the City's Municipal Code. Director Martin stated the applicant is seeking the following variances from the zoning ordinance: • Variance for an automobile service station to be located within 600 feet of any other service station • Variance to allow 25 parking stalls in the front of the c-store without a parking island; • Variance to allow for no landscaping around the building foundation; • Variance for a larger driveway width along Ringwood Road for the truck exit. Director Martin stated there is no guideline or definitive provision stating where the minimum spacing requirement between service stations is measured to/from. Staff does not believe this variance is necessary. The property to the east is vacant and abandoned. There are no fueling tanks in the ground; therefore, it is not an active service/fueling station. Director Martin stated the applicant is requesting a variance from the maximum driveway width of 36 feet to an approximately 85-foot width to allow trucks to safely navigate the site and exit Ringwood Road. Staff supports this variance and completely understands this request due to Department of Community & Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us space and the width of the larger vehicles. This variance is appropriate for the proposed use and will not adversely impact adjacent land uses. Director Martin stated the applicant is requesting a variance to allow 25 parking stalls in the front of the convenience store without a parking lot landscape island. The zoning ordinance requires a parking lot landscape island every 15 spaces; therefore, the applicant would be required to place a parking lot island in front of the convenience store. The applicant states it is more efficient to plow their lot in the winter without a parking lot island in the middle of the row. While staff does understand the applicant's sentiment staff does not believe it is justification for approval of a zoning variance nor justification for not meeting the criteria for approval in Table 32 of the zoning ordinance. Therefore, staff does not support this variance request. Director Martin stated the applicant is also requesting a variance from the building foundation landscaping requirements due to it being a possible tripping hazard or a wasteland and making it easier for Speedway employees to clean. While staff agrees with some of these comments staff cannot support this variance request either due to the criteria set forth in Table 32 and the fact the requirements set forth in Table 32 are not appropriately met. Director Martin opined that the variance criteria has not been met to justify a variance for no landscaping and parking island stating he does not see a hardship. Director Martin stated that he received communication in the form of a letter of opposition from Mr. James Rex that was forwarded to the commission and the applicant. Staff believes this is a good project for this part of town. Director of Economic Development stated Staff Recommends Approval of Annexation into the City of McHenry and Zoning Map Amendment to C2 Neighborhood Commercial upon annexation to the City of McHenry, Conditional Use Permit to allow an Automobile Fueling Station and a Variance for a Larger Driveway Width Along Ringwood Road for the Truck Exit to develop on the subject property in substantial conformance with the site plan submitted subject to the conditions as presented and Staff finds that the requirements in Tables 31 (Conditional Use Permit) have been met. Chairman Strach invited questions and/or comments from the Commission. Commissioner Meyer stated that he concurs with the developer regarding the landscaping and asked Director Martin why an island is necessary. Director Martin stated that the criteria has not been met according to the ordinance. Attorney McArdle reiterated the technicality of the issue and stated that this procedural issue could be addressed within the annexation agreement. Chairman Strach stated that Table 32 lists the requirements to be considered for the request and a motion could be made for approval if a commissioner wishes to do that. Department of Community & 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 Thacker inquired where the larger trucks would park in the event they entered the store. Mr. Kalischefski stated that there is an area for trucks to pull forward. Commissioner Strach asked about the time for fueling the larger trucks. Mr. Schroedter stated the large tanks take longer to fill and opined that there would be time to enter the store while the truck behind refuels. Commissioner Miller asked for confirmation for perimeter lighting. Mr. Kalischefski stated that there would be nearly 500 feet between the residents and the lighting and further stated that there would be three layers in between the residents and the lights including lights, trees, grass berm and mature trees stating that the lights would be forward/down facing away from the residents. Commissioner Miller stated that she concurs with Commissioner Meyer's comment in regards to the landscaping and parking island variance request. Commissioner Miller further stated that she would like to see the variance worked on because she opined that Speedway's landscaping plan appears attractive. She further opined that some islands within the City are not maintained very well. Commissioner Sobotta inquired how many employees are present per shift. Mr. Schroedter stated five and further stated that employee parking would be at the furthest point on the sides of the building. Commissioner Doherty asked if there would be additional lanes added to Ringwood Road and Route 120. Mr. Kalischefski stated there would be a lane within the existing right of way and the left hand turn lane on Route 120 would be extended and that with the granting of the variance that they would not need an additional lane on Ringwood Road. Commissioner Doherty inquired about berm maintenance. Mr. Kalischefski stated they would work with the city forester to determine the type of landscape materials needing to be planted. Commissioner Doherty concurred with Commissioners Meyer and Miller in regards to the landscape and parking island variance. He stated that the Speedway in Lake Barrington has close parking and opined that it works well not to have front landscaping. Commissioner Meyer asked for verification of the elevations near Chesapeake Drive. Mr. Kalischefski stated it is twenty feet from corner to corner. Commissioner Miller inquired if Speedway intended to sell the three acres to north. Mr. Schroedter stated there were no definite plans yet but opined it could be sold in the future. Chairman Strach opened the floor to questions and comments from the audience. Department of Community & Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us James Rex, 5606 Chesapeake Drive, thanked Commissioner Meyer for mentioning the Chesapeake neighborhood. Mr. Rex read his letter of opposition, which was presented to Mr. Strach and the commissioners pri Stor to the meeting. Mr. Rex inquired if Speedway plans to add gaming. Mr. Serpico stated that large truck traffic near Parkland School is unacceptable. Ms. Judy Walter, 5618 Chesapeake Drive, stated her biggest concern is for the school. She inquired about the current road construction on Ringwood Road. Director Martin stated that it was a resurfacing project. Ms. Walter inquired about the prospect of the berm property being sold. Director Martin stated that when this project goes before the City Council that would need to be addressed in the annexation agreement. Ms. Walter stated that she would like to concur with Mr. Rex's statement and inquired if there would be any more public meetings. Director Martin stated the next step is the City Council meeting. Ms. Walter stated her opposition to Speedway being open 24/7. She stated that she was not opposed to the plan at first but is now concerned because of the size of the project. She also stated her concern about the request for an eighty -foot sign. Director Martin stated that the sign variance would be considered by City Council. Ms. Walter inquired about city regulation of liquor and cigarettes in relation to a school. Mr. Martin stated the city municipal code is one hundred feet distance from a school for alcoholic beverages and that there is no code for cigarettes. Ms. Judy Walter opined that the berm is not enough to protect the residents and suggested taller trees or a fence on the berm. Ms. Walter inquired why there are two driveways on Ringwood Road. Mr. Kalischefski stated that one is for truck traffic only and the other is for automobiles further stating the intent is to keep truck and auto traffic separate. Mr. John Wsol, 5604 Chesapeake Drive, opined that the project is a truck stop and it would be a place for motorcycles to congregate. Mr. John Wsol further stated he had concern for gas spills and fumes and for the trash that would accumulate. He stated that he did not understand why Speedway chose this spot with so many other places available in the City. Chairman Strach closed the public comment portion of the hearing at 9:12 p.m. Chairman Strach asked if there were additional questions from the commissioners. Commissioner Miller asked Attorney McArdle if she could ask attendees a question. Attorney McArdle stated she could. Commissioner Miller asked if the presentation changed the opinions A anyone in attendance in relation to concerns of setbacks, berm, preservation, and water detention areas. Department of Community & NOWNW Economic Development ,^ McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 cHenr Fax: (815) 363-2173 www.ci.mchenry.il.us Or. James Rex responded that he is still bothered by the expanse of vacant land between the protected berm and his land and the possibility of future expansion. Mr. John Wsol stated quality of life is still a major concern. He further stated that they would prefer a normal business with normal hours not the noise and smell of diesel fuel. Mr. Wsol stated that Lake In The Hills and Lake Barrington do not have truck stops and inquired why the decision was made to erect one in McHenry. Mr. Wsol is asking for denial of the variance. Commissioner Doherty inquired if there were any modifications that could be done to the berm. Or. Kalischefski stated that they will be working with the city forester and that they would consider modifications. Chairman Strach stated that an amended motion could be made in regard to the Staff denial. Commissioner Meyer asked for clarification. Chairman Strach stated that the PZ Commission is a recommending body for the City Council. Attorney McArdle clarified the process for the commission. Discussion ensued. Motion by Meyer seconded by Walsh, to recommend to the City Council with regard to File No. Z-926, as presented by applicant Speedway, LLC: Approval of a Zoning Map Amending to C-2 Neighborhood Commercial upon annexation to the City of McHenry. Staff finds the requirements set forth in Table 33 have been met. Approval of the Conditional Use Permit to allow an automobile fueling station subject to the following conditions: • The project is developed in accordance with the Improvement Plans prepared by W- T dated 1/25/18 with a latest revision date of 2/16/18 and consisting of two pages, Landscape Plans prepared by Corporate Design + Development Group, LLC. dated 3/16/18 consisting of three pages; • Sidewalks shall be installed along Illinois Route 120 and Ringwood Road along the entire frontage of the property; • The existing barn, garage and gravel driveway shall be razed when the site work commences; • The applicant shall enter into an annexation agreement with the City of McHenry, at which time the existing on site signs and billboard will be addressed as well as the area the City is looking for to site a future booster pump along the west side of the property; • There will be no overnight parking of commercial trucks nor any truck stop amenities such as showers or a laundry facility; Department of Community & Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us • As much of the natural vegetation as practicable be maintained along the northern property line and western lines; And Staff finds the requirements set forth in Table 31 have been met. Approval of a Variance for a wider driveway width along Ringwood Road for the truck exit, approximately 85 feet from 36 feet. Approval of a Variance to eliminate the landscaping requirement around the building foundation. Approval of a Variance to allow 25 parking stalls in the front of the convenience store without a parking island. Chairman Strach asked if the commissioners had any additional comments or concerns. Commissioner Miller stated that she would like to make sure that the when the City Council hears this case that the City Council would readdress the berm screening to maximize protection for the residents. Voting Aye: Doherty, Meyer, Miller -with comments, Sobotta —second with comments, Strach, Thacker —with comments and Walsh. Voting Nay: None. Not Voting: None. Abstaining: None. Absent: None. Motion carried 7-0. Chairman Strach closed the Public Hearing regarding File No. Z-926 at 9:24 p.m. McagT Or Tc rO% niven ORDINANCE NO. 18- Department of Community & Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us AN ORDINANCE AUTHORIZING THE EXECUTION OF AN ANNEXATION AGREEMENT FOR AN APPROXIMATELY SEVEN AND A HALF ACRE PROPERTY LOCATED AT THE NORTHWEST CORNER OF RINGWOOD ROAD AND ILLINOIS ROUTE 120 IN MCHENRY COUNTY, ILLINOIS WHEREAS, the City of McHenry, an Illinois Municipal Corporation in the State of Illinois ("City'), 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, First Midwest Bank is the record title holder ("Record Owner") and Speedway, Inc. ("Applicant") is the Developer of the real estate located at the northwest corner of Ringwood Road and Illinois Route 120, in McHenry County, Illinois; and WHEREAS, notice of a public hearing was published in the Northwest Herald, a newspaper of general circulation in the City of McHenry, within the time provided by law, notifying the public of a hearing on said Annexation Agreement before the Corporate Authorities Athe City of McHenry; and WHEREAS, the Corporate Authorities of the City of McHenry have held the public hearing as required by law and have found that entry into said Annexation Agreement is in the best interest of the City. NOW, THEREFORE, BE IT ORDAINED BY THE MAYOR AND CITY COUNCIL OF THE CITY OF MCHENRY, MCHENRY COUNTY, ILLINOIS AS FOLLOWS: SECTION 1: The Annexation Agreement, bearing the date of May 7, 2018 between the City, Record Owner and Applicant be and the same is hereby approved. A complete and accurate copy of said annexation agreement labeled "Speedway Annexation Agreement", is attached to this ordinance and incorporated herein by reference as Exhibit "A." SECTION 2: The Mayor and City Clerk are hereby authorized to affix their signatures as Mayor and City Clerk to said Annexation Agreement for the uses and purposes therein set forth. SECTION 3: All Ordinance or parts thereof in conflict with the terms and provisions hereof 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, McHenry County, Illinois. Department of Community & 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 5: 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 , 2018 AYES: NAYS: ABSTAINED: NOT VOTING: APPROVED THIS DAY OF , 2015 MAYOR ATTEST: CITY CLERK Department of Community & 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 SPEEDWAY ANNEXATION AGREEMENT This Agreement made and entered into this 7t" day of May 2018, by and between the CITY OF MCHENRY, an Illinois municipal corporation ("City"), Speedway, LLC, 539 South Main Street, Findlay, OH 45840 ("Applicant"), and 1st Midwest Bank 13455 & Fuhler Properties, 1134 N Main St, Algonquin, IL 60102-3482 (Property Owner). RECITALS A. The Owner holds fee simple title to the real estate legally described on Exhibit A, attached hereto and made a part of this Agreement by reference, hereinafter referred to as the "Subject Property." B. The Owner and Applicant are parties to a certain Purchase and Sale Agreement providing for the sale by Owner and the purchase by the Applicant of the Subject Property. C. The Property is currently located in unincorporated McHenry County and is zoned 3-1 Neighborhood Business District to the south and A-1 Agriculture to the north. D. has committed to issue a title policy insuring Applicant's interest in the Subject Property. E. The Owner has filed with the City Clerk a Petition for Annexation of the Subject Property to the City, contingent upon the terms and provisions of this Agreement, which Petition has been filed in accordance with 65 ILCS 5/7-1-8, and the ordinances of the City. F. The property affected by the Annexation Agreement consists of 7.59 acres, more or less, and is located at the northwest corner of Illinois State Route 120 & Ringwood Road in the City of McHenry, IL also known as 2009 Ringwood Rd, McHenry, IL 60050. G. The property affected by the Annexation Agreement contains a 2,480 square foot wooden barn and 960 square foot frame garage, along a gravel driveway, located along the northern end of the subject property, as well as a farm field, various signs, a billboard with two spotlights, sporadic trees and vegetation and a four -foot wire fence along the northern property line. H. The Subject Property has no electors residing thereon. I. The Subject Property is not within the corporate boundaries of any municipality or subject to an Annexation Agreement with any other municipality, and is presently contiguous to and may be annexed to the City in accordance with 65 ILCS 5/7-1-1, et seq. J. The Owner and Applicant desire to annex the Subject Property to the City in accordance with the terms of this Agreement. K. The City has determined that the annexation of the Subject Property in accordance with the terms of this Agreement is in the best interest of the City, will promote sound planning Department of community & 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 growth of the City, and otherwise enhance and promote the general welfare of the City and its residents. L. The City does not provide library or fire protection services to the Subject Property, so notice to the Fire Protection District or Public Library District of the annexation of the Subject Property is not required. M. This Agreement is made pursuant to and in accordance with the provisions of 65 ILCS 5/11-15.1-1, et seq. The City of McHenry, an Illinois Municipal Corporation in the State of Illinois ("City"), 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 Agreement constitutes an exercise of the City's home rule powers and functions as granted in the Constitution of the State of Illinois. N. Priorto the date of this Agreement, all public hearings were held upon proper notice and publications as are required for the City to effect the terms of this Agreement. NOW THEREFORE, IN CONSIDERATION OF THEIR RESPECTIVE AGREEMENTS SET OUT HEREIN, THE CITY AND OWNER HEREBY AGREE AS FOLLOWS. 1. Annexation. Upon execution of this Agreement, as allowable by law, the City shall enact an ordinance annexing the Subject Property. A copy of said ordinance, together with an accurate plat of the Subject Property, shall be filed with the County Clerk of McHenry County and recorded with the Recorder of Deeds of McHenry County. This Agreement in its entirety, together with the aforesaid Petition for Annexation, shall be null, void and of no force and effect unless the Subject Property is zoned and classified as provided in this Agreement by the adoption of ordinances by the City immediately following the execution of this Agreement. In addition hereto, this Agreement in its entirety, together with the aforesaid Petition for Annexation, shall be null, void and of no force and effect unless the Applicant closes on the Subject Property with Owner pursuant to the Sales Contract no later than December 31, 2018, and in such case the adoption of any ordinances by the City in conjunction with this Agreement shall be null, void and of no force. 2. Zoning. Immediately following the annexation of the Subject Property, the City shall adopt an ordinance granting a zoning map amendment to C-2 Neighborhood Commercial District. 3. Conditional Use Permit. Immediately following the annexation of the Subject Property, the City shall adopt an ordinance approving a conditional use permit to allow a fueling station. 4. Landmark Commission/Demolition of Existing Structures. Within twelve (12) months from the approval date of this Agreement or such longer period as agreed upon by the Department of Community & 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 and Applicant, Applicant shall demolish all existing buildings and/or structures on the Subject Property. Upon request by the CITY and upon reasonable notice provided to the Applicant the Applicant shall permit the City of McHenry Landmark Commission to enter into any of the buildings and/or structures on the Subject Property proposed for demolition, and at no charge remove any historic material from said buildings prior to the demolition of any building. The City indemnifies, defends and holds Applicant harmless for any injury to City or Landmark Commission members, their agents or contractors or other members of the public which may occur in the process of inspecting or removing any historic material from said buildings prior to the demolition. 5. Site Plan. Applicant shall develop the Subject Property pursuant to the Improvement Plans prepared by W-T dated 1/25/18 with the latest revision date of 2/16/18 and consistent with two pages, and the Landscape Plans prepared by Corporate Design and Development Group, LLC dated 3/16/18 consisting of three pages (collectively, "Site Plan") attached as Exhibit "B." 6. Tree Survey and Preservation Plan. Applicant shall provide a tree survey and preservation plan for review and approval by the City for the Subject Property, in accordance with the City's Tree Preservation ordinance. A tree survey and preservation plan shall be submitted, as part of engineering and building permit review, prior to removal of any trees on - the Subject Property. Prior to the issuance of the first occupancy permit on the Subject Property, the Applicant shall implement and install the plant material depicted on the final landscape plan and the City shall approve the installation of the plant material in accordance with the final landscape plan. 7. Curb, Gutter, Sidewalks and Driveways. Applicant shall install public sidewalks, concrete curb and gutter, and an enclosed storm sewer system, designed and constructed in accordance with the ordinances of the City. 8. Booster Pump. Applicant shall dedicate a perpetual easement for a water booster pump for the City in an area depicted on Exhibit C attached hereto and incorporated herein. The easement document shall be drawn by a registered surveyor by the Applicant, recorded and provided to the City within sixty (60) days to execution of this Agreement. 9. Billboard Sign. Applicant shall remove the existing billboard sign currently located on the Subject Property within thirty (30) days of lease expiration of the existing billboard with the current Owner. Owner shall provide the City with a copy of the existing lease within upon execution of this Agreement. Department of Community & Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us 10. Plat of Easement of Berm on North Side of Property. The area of the proposed berm on the north side of the Subject Property shall be placed in a perpetual easement. Applicant shall dedicate a perpetual easement to the City in an area depicted on Exhibit D attached hereto and incorporated herein. The easement document shall be drawn by a registered surveyor by the Applicant, recorded and provided to the City. Both the easement and the berm shall be approved by the City engineer prior the being recorded by the applicant. The City shall have the right but not the obligation to maintain the berm if the Applicant fails to properly do so in a timely manner. Prior to any clearing, excavation, grading or other site development work being done on this portions of the Subject Property which lie directly south of the Chesapeake Hills Subdivision the Applicant shall provide the City with an Erosion and Construction Runoff Control Plan. Said Plan shall include extraordinary measures, including but not limited to hay bales, silt fencing, straw, etc. that will prevent silt or any other construction runoff or debris from impacting the subdivision, Ringwood Road or Parkland School. 11. Sanitary Sewer and Water. The Subject Property shall be developed with municipal sanitary sewer and water. Applicant will be required to extend the municipal water and sewer lines to service the Subject Property, and the City will service the development with water and sanitary sewer treatment facilities. Water and sanitary treatment plant and main capacity will be made available to the development on the same basis as it is made available to other developments. The City acknowledges that there is currently sanitary sewer and water treatment plant capacity available to service the Subject Property but does not guarantee sanitary sewer and water treatment capacity. A Plat of Easement shall be prepared and submitted by the Applicant and approved by the City to encompass the public water main, hydrants and other water -related appurtenances and blanket easement for stormwater management (detention area). The Plat of Easement shall be recorded prior to issuance of an occupancy permit for the Subject Property. 12. Underground Utilities. Applicant shall install underground, at Applicant's cost, all new electricity, gas, telephone lines and any other utility or cable devices, lines, or conduits necessary to service the development of the Subject Property. Department of Community & Economic Development McHenry Municipal Center 13. Road Improvements and Contributions. Applicant shall 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us construct the offsite roadway improvements in accordance with the traffic study completed for the project and obtain all necessary permits from the City of McHenry and the State of Illinoisff the existing northbound right-hand turn lane on Crystal Lake Road to serve the Subject Property, in accordance with the codes and ordinances of the City of McHenry. 14. Donations, Contributions, and Fees. Applicant acknowledges that the development A the Subject Property will not impact schools, parks and the library but will impact the McHenry Township Fire Protection Districts and the City. To reduce the effects of this impact, and as a condition of this Agreement, Applicant shall be obligated to pay and/or donate, or cause to be donated to the City, or provide improvements for the benefit of the City as follows: a) Annexation Fees Applicant shall pay to the City the lump sum of $3,795, representing $500 per acre, within ninety (90) days following City Council approval of the ordinance annexing the Subject Property to the City. b) New Construction Payments Applicant shall pay to the City at time of issuance of the building permit for the following: a. Fire District: b. Water Capital Development Fee: c. Sanitary Sewer Capital Fee: d. Building Permit and associated fees (plan review, plumbing, inspection and water meter): The aforementioned fee amounts shall be paid in accordance with the applicable fee schedule in effect at time of issuance of the building permit. 15. Binding Effect and Term. This Agreement shall be binding upon and inure to the benefit of the parties hereto in accordance with statutory provisions, successor owners of record and their heirs, assigns, and lessees, and upon successor municipal authorities of the City and successor municipalities for a period of twenty (20) years from the date of execution hereof, and any extended time agreed to by amendment to this Agreement. The Applicant may assign, Department of Community & Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us without any additional approval by the City, this Agreement and the Conditional Use Permit to a related entity. 16. Amendment. This Agreement may only be amended by written instrument executed by all parties hereto. Provided, however, in the event title to the Subject Property, in whole or part, is transferred to successors in interest, future amendments relating to the Subject Property may be made by and between the City and the title holders to the parcel specifically requesting the amendment without consent required by other record owners of the Subject Property. 17. Notice and Default. Before any failure of any party to this Agreement to perform its obligations under this Agreement shall be deemed to be a breach of this Agreement, the party alleging the breach shall provide notice to the party alleged to be in default specifying the nature of said default, and thirty (30) days elapses from the receipt of said default notice without the default being cured. Notice shall be in writing and delivered via certified mail, addressed as follows: City: Administrator: Attorney: Owner: City of McHenry 333 S Green Street McHenry, IL 60050 David McArdle Zukowski, Rogers, Flood and McArdle 50 Virginia Street Crystal Lake, IL 60014 1st Midwest Bank 13455 & Fuhler Properties 01 ■►1LTA F11ii.�i Algonquin, IL 60102-3482 Applicant: Speedway LLC 539 South Main Street Findlay, OH 45840 Department of Community & Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us 18. Stop Orders. The City will issue no stop orders directing work stoppage on buildings or parts of the development without setting forth the section of City ordinances or of this Agreement allegedly violated by Applicant, and Applicant may forthwith proceed to correct such violations as may exist; provided, however, that the City shall give notice in advance to the Applicant of its intention to issue stop orders at least twenty-four (24) hours in advance of the actual issuance of such stop orders, except in the event a health, life or safety emergency is deemed to exist by the City. 19. Ordinance Changes. Except as otherwise specified herein, all ordinances of the City and other applicable jurisdictions shall apply to the Subject Property, Applicant and all successors and assigns in title. If during the term of this Agreement, the provisions of the existing ordinances and regulations which may relate to the development, subdivision, construction of improvements, buildings, appurtenances and all other development of the Subject Property, are amended or modified in any manner so as to impose more restrictive requirements, such more restrictive requirements shall be enforceable as applied to the Subject Property, so long as such amendments or modifications are non-discriminatory in their application and effect throughout the City or other applicable jurisdictions, 20. Obligations. All obligations of the Applicant in this Agreement, including monetary obligations in existence now and in the future, as a result of this Agreement, shall constitute covenants running with the land and such monetary obligations shall also be liens upon the land. Applicant hereby consents to the filing of a lien on the Subject Property or parts thereof for which obligations are owed when any obligations are more than ninety (90) days overdue. 21. Enforceability. It is agreed that the parties to this Agreement may enforce and compel performance, whether by law or in equity, by suit, mandamus, injunction, declaratory judgment, or other court procedure, only in courts of the State of Illinois; no such action may be brought in any Federal court. In the event that either party to the Agreement files suit to compel performance by the other, the prevailing party shall be entitled to recover, as part of the costs otherwise allowed, its reasonable attorney's fees incurred therein. Department of Community & Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us 22. Waiver. The failure of the City to insist, in any one or more instances, upon performance of any terms or conditions of this Agreement, shall not be construed as a waiver of future strict performance of any such term, covenant or condition and the obligations of the Applicant shall continue in full force and effect. 23. Severability. If any provision of this Agreement, other than the provisions relating to the requested zoning changes and Preliminary Plat described herein and the ordinances adopted in connection therewith, is held invalid by any court of competent jurisdiction, such provision shall be deemed to be excised herefrom and the invalidity thereof shall not affect any of the other provisions contained herein. IN WITNESS HEREOF, the parties hereto have executed this Agreement as of the date indicated above. Attest: City Clerk SPEEDWAY, LLC: CITY OF MCHENRY, an Illinois municipal corporation By: By: Name: Its: Wayne Jett, Mayor City of McHenry 1st Midwest Bank 13455 & Fuhler Properties: By: Name: Its: By: Name Its: Department of Community & 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 THAT PART OF THE EAST 1/2 OF THE NORTHWEST 1/4 OF SECTION 28, TOWNSHIP 45 NORTH, RANGE 8, EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EAST LINE OF THE NORTHEAST 1/4 OF SAID SECTION, WHICH IS 907.5 FEETSOUTH OF THE NORTHEAST CORNER OF SAID NORTHWEST 1/4, AND RUNNING THENCE WEST AT RIGHT ANGLES WITH THE EAST LINE OF SAID NORTHWEST 1/4, A DISTANCE OF 452 FEET; THENCE SOUTH PARALLEL WITH THE EAST LINE OF SAID NORTHWEST 1/4 A DISTANCE OF 626.88 FEET TO A POINT ON THE NORTHEASTERLY LINE OF THE STATE HIGHWAY KNOWN AS RT. N0. 120; THENCE IN A SOUTHEASTERLY DIRECTION ALONG THE NORTHEASTERLY LINE OF SAID HIGHWAY FOR A DISTANCE OF 531.3 FEET TO THE EASTERLY LINE OF SAID NORTHWEST 1/4; THENCE NORTH ALONG SAID EAST LINE OF SAID NORTHWEST 1/4, A DISTANCE OF 904.95 FEET TO THE POINT OF BEGINNING (EXCEPT THAT PART THEREOF DESCRIBED AS FOLLOWS: BEGINNING AT THE POINT OF INTERSECTION OF THE EAST LINE OF THE SAID NORTHWEST QUARTER OF SECTION 28 WITH THE NORTHERLY LINE OF FA ROUTE 21(ILLINOIS ROUTE 120), SAID NORTHERLY LINE OF FA ROUTE 21 BEING A LINE DRAWN CONCENTRIC WITH AND 30.0 FEET RADIALLY DISTANT NORTHEASTERLY OF THE CENTERLINE OF FA ROUTE 21; THENCE NORTHWESTERLY ALONG THE LAST DESCRIBED NORTHERLY LINE OF FA ROUTE 21 FOR AN ARC LENGTH OF 531.3 FEET TO THE POINT OF INTERSECTION WITH A LINE DRAWN PARALLEL WITH THE SAID EAST LINE OF THE NORTHWEST QUARTER OF SECTION 28; THENCE NORTHERLY ALONG THE LAST DESCRIBED PARALLEL LINE FOR A DISTANCE OF 37.00 FEET TO A POINT ON A LINE DRAWN CONCENTRIC WITH AND 60.0 FEET RADIALLY DISTANT NORTHEASTERLY OF THE CENTERLINE OF FA ROUTE 21; THENCE SOUTHEASTERLY ALONG THE LAST DESCRIBED CONCENTRIC LINE FOR AN ARC LENGTH OF 532.32 FEET TO A POINT ON THE EAST LINE OF THE NORTHWEST QUARTER OF SECTION 28; THENCE SOUTHERLY ALONG THE LAST DESCRIBED EAST LINE FOR A DISTANCE OF 33.96 FEET TO THE POINT OF BEGINNING), ALSO EXCEPTING THAT PART OF THE EAST HALF OF THE NORTHWEST QUARTER OF SECTION 28, TOWNSHIP 45 NORTH, RANGE 8 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN MCHENRY COUNTY, ILLINOIS, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF SAID SECTION 28, THENCE ON AN ASSUMED BEARING OF SOUTH 0 DEGREES 37 MINUTES 29 SECONDS WESTALONG THE EAST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 28, AS STAKED AND OCCUPIED, A DISTANCE OF 907.80 FEET (907.5 FEET, RECORDED) TO THE NORTHEAST CORNER OF THE GRANTOR; THENCE CONTINUING SOUTH 0 DEGREES 37 MINUTES 29 SECONDS WEST ALONG THE EAST LINE OF THE NORTHWEST QUARTER OF SAID 2 Department of Community & 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 28 AS STAKED AND OCCUPIEDA DISTANCE OF 81479 FEET TO THE POINT OF , . BEGINNING; THENCE CONTINUING SOUTH 0 DEGREES 37 MINUTES 29 SECONDS WEST ALONG THE EAST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 28, AS STAKED AND OCCUPIED, A DISTANCE OF 55.39 FEET TO THE NORTHEAST CORNER OF FINAL JUDGEMENT ORDER NUMBER 72-2779 FILED NOVEMBER 6, 1973 BEING ALSO THE EASTERLY EXTENSION OF THE NORTHERLY RIGHT OF WAY LINE OF ILLINOIS ROUTE 120; THENCE NORTHWESTERLY 73.38 FEET ALONG THE SAID EASTERLY EXTENSION OF THE NORTHERLY RIGHT OF WAY LINE OF ILLINOIS ROUTE 120 AND ALONG THE NORTHERLY RIGHT OF WAY LINE OF ILLINOIS ROUTE 120 ON A CURVE TO THE RIGHT, HAVING A RADIUS 3759.80 FEET, THE CHORD OF SAID CURVE BEARS NORTH 60 DEGREES 58 MINUTES 05 SECONDS WEST, 73.38 FEET; THENCE NORTH 59 DEGREES 57 MINUTES 29 SECONDS EAST, A DISTANCE OF 40.16 FEET TO A POINT 30.00 FEET NORMALLY DISTANT WEST OF THE EAST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 28, AS STAKED AND OCCUPIED, BEING ALSO THE WEST RIGHT OF WAY LINE OF RINGWOOD ROAD; THENCE SOUTH 89 DEGREES 22 MINUTES 31 SECONDS EAST, A DISTANCE OF 30.00 FEET TO THE POINT OF BEGINNING, ALL IN MCHENRY COUNTY, ILLINOIS. PIN (Property Identification Number) of subject property: 09-28426-028 EXHIBIT B SITE PLAN Teo 9 •�2 I I, I I I � 1 =' I 1 r Department of Community & Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us PAVEYEN7 SEC110N5 Department of Community & 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 C BOOSTER PUMP PLAT OF EASEMENT I iSNOI1WS.tN3f3AYd Department of Community & 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 D BERM PLAT OF EASEMENT Department of Community & 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. 18- AN ORDINANCE ANNEXING APPROXIMATELY SEVEN AND A HALF ACRES COMMONLY LOCATED AT THE NORTHWEST CORNER OF RINGWOOD ROAD AND ILLINOIS ROUTE 120 IN 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 written petition has been filed with the City Clerk requesting annexation of said real estate to the City legally described on "Exhibit A", attached hereto and incorporated herein, the "SUBJECT PROPERTY", along with a complete and accurate plat of said real estate incorporated herein and attached hereto on "Exhibit B", and which petition has been filed in accordance with 65 ILCS 5/74-8; and WHEREAS, said real estate is not located within any other municipality or subject to an annexation agreement with any other municipality, and said real estate is presently contiguous to and may be annexed to the City in accordance with 65 ILCS 5/7-1-1, et seq.; and WHEREAS, the City of McHenry does not provide library or fire protection services to said real estate, so notice to the Fire Protection District or Public Library District of the annexation of said real estate is not required; and WHEREAS, the City has determined that the annexation of said real estate is in the best interest of the City, will promote sound planning and growth of the City, and otherwise enhance and promote the general welfare of the City and its residents. NOW, THEREFORE, BE IT ORDAINED BY THE MAYOR AND CITY COUNCIL OF THE CITY OF MCHENRY, MCHENRY COUNTY, ILLINOIS AS FOLLOWS: SECTION 1: That the SUBJECT PROPERTY be and the same is hereby annexed to and made a part of the corporate limits of the City of McHenry, including any and all portions of adjacent street, roads or highways as provided bylaw. SECTION 2: The City Clerk is hereby directed to cause a certified copy of this ordinance, together with said plat, to be recorded in the Office ofthe Recorder of Deeds of McHenry County, Department of Community & Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us Illinois. Following the recordation of this ordinance and plat, a copy thereof shall be filed in the Office of the Clerk of McHenry County, Illinois. SECTION 3: 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 4: 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 AYES: NAYS: ABSTAINED: NOT VOTING: APPROVED THIS ATTEST: DAY OF 2018 DAY OF , 2018 MAYOR Department of Community & 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 THAT PART OF THE EAST 1/2 OF THE NORTHWEST 1/4 OF SECTION 28, TOWNSHIP 45 NORTH, RANGE 8, EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EAST LINE OF THE NORTHEAST 1/4 OF SAID SECTION, WHICH IS 907.5 FEET SOUTH OF THE NORTHEAST CORNER OF SAID NORTHWEST 1/4, AND RUNNING THENCE WEST AT RIGHT ANGLES WITH THE EAST LINE OF SAID NORTHWEST 1/4, A DISTANCE OF 452 FEET; THENCE SOUTH PARALLEL WITH THE EAST LINE OF SAID NORTHWEST 1/4 A DISTANCE OF 626.88 FEET TO A POINT ON THE NORTHEASTERLY LINE OF THE STATE HIGHWAY KNOWN AS RT. NO. 120; THENCE IN A SOUTHEASTERLY DIRECTION ALONG THE NORTHEASTERLY LINE OF SAID HIGHWAY FOR A DISTANCE OF 531.3 FEET TO THE EASTERLY LINE OF SAID NORTHWEST 1/4; THENCE NORTH ALONG SAID EAST LINE OF SAID NORTHWEST 1/4, A DISTANCE OF 904.95 FEET TO THE POINT OF BEGINNING (EXCEPT THAT PART THEREOF DESCRIBED AS FOLLOWS: BEGINNING AT THE POINT OF INTERSECTION OF THE EAST LINE OF THE SAID NORTHWEST QUARTER OF SECTION 28 WITH THE NORTHERLY LINE OF FA ROUTE 21(ILLINOIS ROUTE 120), SAID NORTHERLY LINE OF FA ROUTE 21 BEING A LINE DRAWN CONCENTRIC WITH AND 30.0 FEET RADIALLY DISTANT NORTHEASTERLY OF THE CENTERLINE OF FA ROUTE 21; THENCE NORTHWESTERLY ALONG THE LAST DESCRIBED NORTHERLY LINE OF FA ROUTE 21 FOR AN ARC LENGTH OF 531.3 FEET TO THE POINT OF INTERSECTION WITH A LINE DRAWN PARALLEL WITH THE SAID EAST LINE OF THE NORTHWEST QUARTER OF SECTION 28; THENCE NORTHERLY ALONG THE LAST DESCRIBED PARALLEL LINE FOR A DISTANCE OF 37.00 FEET TO A POINT ON A LINE DRAWN CONCENTRIC WITH AND 60.0 FEET RADIALLY DISTANT NORTHEASTERLY OF THE CENTERLINE OF FA ROUTE 21; THENCE SOUTHEASTERLY ALONG THE LAST DESCRIBED CONCENTRIC LINE FOR AN ARC LENGTH OF 532.32 FEET TO A POINT ON THE EAST LINE OF THE NORTHWEST QUARTER OF SECTION 28; THENCE SOUTHERLY ALONG THE LAST DESCRIBED EAST LINE FOR A DISTANCE OF 33.96 FEET TO THE POINT OF BEGINNING), ALSO EXCEPTING THAT PART OF THE EAST HALF OF THE NORTHWEST QUARTER OF SECTION 28, TOWNSHIP 45 NORTH, RANGE 8 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN MCHENRY COUNTY, ILLINOIS, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF SAID SECTION 28, THENCE ON AN ASSUMED BEARING OF SOUTH 0 DEGREES 37 MINUTES 29 SECONDS WESTALONG THE EAST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 28, AS STAKED AND OCCUPIED, A DISTANCE OF 907.80 FEET (907.5 FEET, RECORDED) TO THE NORTHEAST CORNER OF THE GRANTOR; THENCE CONTINUING SOUTH 0 DEGREES 37 MINUTES 29 SECONDS WEST ALONG THE EAST LINE OF THE NORTHWEST QUARTER OF SAID 2 Department of Community & 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 28 AS STAKED AND OCCUPIEDA DISTANCE OF 81479 FEET TO THE POINT OF , . BEGINNING; THENCE CONTINUING SOUTH 0 DEGREES 37 MINUTES 29 SECONDS WEST ALONG THE EAST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 28, AS STAKED AND OCCUPIED, A DISTANCE OF 55.39 FEET TO THE NORTHEAST CORNER OF FINAL JUDGEMENT ORDER NUMBER 72-2779 FILED NOVEMBER 6, 1973 BEING ALSO THE EASTERLY EXTENSION OF THE NORTHERLY RIGHT OF WAY LINE OF ILLINOIS ROUTE 120; THENCE NORTHWESTERLY 73.38 FEET ALONG THE SAID EASTERLY EXTENSION OF THE NORTHERLY RIGHT OF WAY LINE OF ILLINOIS ROUTE 120 AND ALONG THE NORTHERLY RIGHT OF WAY LINE OF ILLINOIS ROUTE 120 ON A CURVE TO THE RIGHT, HAVING A RADIUS 3759.80 FEET, THE CHORD OF SAID CURVE BEARS NORTH 60 DEGREES 58 MINUTES 05 SECONDS WEST, 73.38 FEET; THENCE NORTH 59 DEGREES 57 MINUTES 29 SECONDS EAST, A DISTANCE OF 40.16 FEET TO A POINT 30.00 FEET NORMALLY DISTANT WEST OF THE EAST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 28, AS STAKED AND OCCUPIED, BEING ALSO THE WEST RIGHT OF WAY LINE OF RINGWOOD ROAD; THENCE SOUTH 89 DEGREES 22 MINUTES 31 SECONDS EAST, A DISTANCE OF 30.00 FEET TO THE POINT OF BEGINNING, ALL IN MCHENRY COUNTY, ILLINOIS. PIN (Property Identification Number) of subject property: 09-28-126-028 Department of Community & 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 B Plat of Annexation of SUBJECT PROPERTY Ell odd ftoftob.lm, o,00 T— a' ro we W NEC Ty OF M NV4t:�gNR t C r all i r , PLAT OF ANNEXATION �� To THE CITY OF MCHENRY woo Poll "MT Rosl. ui r 4 ff,,II V..oloolooloo DE rt rr r w.., ....._.... m,.a ■ z4h,l.00l Voodoo h - Rr A VAN roeolooloolooll Vt r � \`If V.i t Clell kk'.� `\ I Y ..... s.... VVINOVEI lb W00000d f'Rmom EIJMINARY FOR REVIEW 4/23/11 1. 6 Y4 & Department of Community & 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 18- AN ORDINANCE GRANTING A ZONING MAP AMENDMENT TO C-2 NEIGHBORHOOD COMMERCIAL, A CONDITIONAL USE PERMIT TO ALLOW AN AUTOMOBILE FUELING STATION AND VARIOUS VARIANCES FOR THE PROPERTY LOCATED AT THE NORTHWEST CORNER OF ILLINOIS ROUTE 120 AND RINGWOOD 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 with the City by Speedway, LLC, 539 S Main Street, Findlay, OH 45840 requesting a Zoning Map Amendment to C-2 Neighborhood Commercial, a Conditional Use Permit to allow an automobile fueling station, a Variance to allow twenty-five (25) parking stalls in the front of the convenience store without a parking lot landscape island, Variance to allow no landscaping around the building foundation and a Variance for a larger driveway width along Ringwood Road for the truck exit for the property located at the northwest corner of Ringwood Road and Illinois Route 120 and 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 11, 2018 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 Zoning Map Amendment, 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 Zoning Map Amendment, Conditional Use Permit and Variances is consistent with the objectives of the City A 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 PROEPRTY is hereby granted a Zoning Map Amendment to C-2 Neighborhood Commercial. SECTION 2: In granting said Zoning Map Amendment, the City Council finds that the requirements of Table 33 of the Zoning Ordinance have been met in that: Department of Community & Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us 1. The requested zoning classification is compatible with the existing uses and zoning of property in the environs; 2. The requested zoning classification is supported by the trend of development in the general area; 3. The requested zoning classification is consistent with the objectives of the City of McHenry Comprehensive Plan; and 4. The requested classification promotes the public interest. SECTION 3: That the SUBJECT PROEPRTY is hereby granted a Conditional Use Permit to allow an automobile fueling station subject to the following conditions: • The project is developed in accordance with the Improvement Plans prepared by W- T dated 1/25/18 with a latest revision date of 2/16/18 and consisting of two pages, Landscape Plans prepared by Corporate Design + Development Group, I.I.C. dated 3/16/18 consisting of three pages attached hereto and incorporated herein as Exhibit B ("Site Plan"); • Sidewalks shall be installed along Illinois Route 120 and Ringwood Road along the entire frontage of the property; • The existing barn, garage and gravel driveway shall be razed when the site work commences; • The applicant shall enter into an annexation agreement with the City of McHenry, at which time the existing on site signs Cl"d billboard will be addressed as well as area the City is looking for to site a future booster pump, along the west side of the property; • There will be no overnight parking of commercial trucks nor any truck stop amenities such as showers or a laundry facility; • As much of the natural vegetation as practicable be maintained along the northern property line and western lines as practical. SECTION 4: 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: 1. Any adverse impact of types or volumes of traffic flow not otherwise typical in the zoning district has been minimized. 2. Department of Community & Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us 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; 3. 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. 4. The proposed use will not require existing community facilities or services to a degree disproportionate 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; 5. 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; and 6. The proposed use is in harmony with all other elements of compatibility pertinent to the Conditional Use and its particular location. SECTION 5: That the Subject Property hereby granted the following Variances from the Zoning Ordinance. • Variance from VIII Landscaping Screening B.3 to forgo the requirement of a landscaped island in the interior of an off-street parking area to be provided every fifteen (15) parking spaces. • Variance from VIII. Landscaping & Screening Table 15 to forgo the requirement for landscaping around the building foundation; • Variance from VII. Off -Street Parking &Loading Table 10: Parking and Loading Dimensions: Driveway Width (d) to allow the maximum driveway width to exceed thirty-six (36) feet. Department of Community & 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 6: In granting said Variances the City Council finds that the requirements of Table 32 of the Zoning Ordinance have been met in that: 1. Special circumstances exist that are peculiarto 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. 2. The special circumstances referenced herein relate only to the physical character of the land or buildings) 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. 3. 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. 4. 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. 5. 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. 6. 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. 7. 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. 8. 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. Department of Community & Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us 9. 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. 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 AYES: NAYS: ABSTAINED: ABSENT: NOT VOTING: APPROVED THIS DAY OF MAYOR ATTEST: CITY CLERK 2018 2018 Department of Community & 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 THAT PART OF THE EAST 1/2 OF THE NORTHWEST 1/4 OF SECTION 28, TOWNSHIP 45 NORTH, RANGE 8, EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EAST LINE OF THE NORTHEAST 1/4 OF SAID SECTION, WHICH IS 907.5 FEET SOUTH OF THE NORTHEAST CORNER OF SAID NORTHWEST 1/4, AND RUNNING THENCE WEST AT RIGHT ANGLES WITH THE EAST LINE OF SAID NORTHWEST 1/4, A DISTANCE OF 452 FEET; THENCE SOUTH PARALLEL WITH THE EAST LINE OF SAID NORTHWEST 1/4 A DISTANCE OF 626.88 FEET TO A POINT ON THE NORTHEASTERLY LINE OF THE STATE HIGHWAY KNOWN AS RT. NO. 120; THENCE IN A SOUTHEASTERLY DIRECTION ALONG THE NORTHEASTERLY LINE OF SAID HIGHWAY FOR A DISTANCE OF 531.3 FEET TO THE EASTERLY LINE OF SAID NORTHWEST 1/4; THENCE NORTH ALONG SAID EAST LINE OF SAID NORTHWEST 1/4, A DISTANCE OF 904.95 FEET TO THE POINT OF BEGINNING (EXCEPT THAT PART THEREOF DESCRIBED AS FOLLOWS: BEGINNING AT THE POINT OF INTERSECTION OF THE EAST LINE OF THE SAID NORTHWEST QUARTER OF SECTION 28 WITH THE NORTHERLY LINE OF FA ROUTE 21(ILLINOIS ROUTE 120), SAID NORTHERLY LINE OF FA ROUTE 21 BEING A LINE DRAWN CONCENTRIC WITH AND 30.0 FEET RADIALLY DISTANT NORTHEASTERLY OF THE CENTERLINE OF FA ROUTE 21; THENCE NORTHWESTERLY ALONG THE LAST DESCRIBED NORTHERLY LINE OF FA ROUTE 21 FOR AN ARC LENGTH OF 531.3 FEET TO THE POINT OF INTERSECTION WITH A LINE DRAWN PARALLEL WITH THE SAID EAST LINE OF THE NORTHWEST QUARTER OF SECTION 28; THENCE NORTHERLY ALONG THE LAST DESCRIBED PARALLEL LINE FOR A DISTANCE OF 37.00 FEET TO A POINT ON A LINE DRAWN CONCENTRIC WITH AND 60.0 FEET RADIALLY DISTANT NORTHEASTERLY OF THE CENTERLINE OF FA ROUTE 21; THENCE SOUTHEASTERLY ALONG THE LAST DESCRIBED CONCENTRIC LINE FOR AN ARC LENGTH OF 532.32 FEET TO A POINT ON THE EAST LINE OF THE NORTHWEST QUARTER OF SECTION 28; THENCE SOUTHERLY ALONG THE LAST DESCRIBED EAST LINE FOR A DISTANCE OF 33.96 FEET TO THE POINT OF BEGINNING), ALSO EXCEPTING THAT PART OF THE EAST HALF OF THE NORTHWEST QUARTER OF SECTION 28, TOWNSHIP 45 NORTH, RANGE 8 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN MCHENRY COUNTY, ILLINOIS, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF SAID SECTION 28, THENCE ON AN ASSUMED BEARING OF SOUTH 0 DEGREES 37 MINUTES 29 SECONDS WEST ALONG THE EAST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 28, AS STAKED AND OCCUPIED, A DISTANCE OF 907.80 FEET (907.5 FEET, RECORDED) TO THE NORTHEAST CORNER OF THE GRANTOR; THENCE CONTINUING SOUTH 0 DEGREES 37 MINUTES 29 SECONDS WEST ALONG THE EAST LINE OF THE NORTHWEST QUARTER OF SAID 2 Department of Community & 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 28 AS STAKED AND OCCUPIED, A DISTANCE OF 814.79 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 0 DEGREES 37 MINUTES 29 SECONDS WEST ALONG THE EAST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 28, AS STAKED AND OCCUPIED, A DISTANCE OF 55.39 FEET TO THE NORTHEAST CORNER OF FINAL JUDGEMENT ORDER NUMBER 72-2779 FILED NOVEMBER 6, 1973 BEING ALSO THE EASTERLY EXTENSION OF THE NORTHERLY RIGHT OF WAY LINE OF ILLINOIS ROUTE 120; THENCE NORTHWESTERLY 73.38 FEET ALONG THE SAID EASTERLY EXTENSION OF THE NORTHERLY RIGHT OF WAY LINE OF ILLINOIS ROUTE 120 AND ALONG THE NORTHERLY RIGHT OF WAY LINE OF ILLINOIS ROUTE 120 ON A CURVE TO THE RIGHT, HAVING A RADIUS 3759.80 FEET, THE CHORD OF SAID CURVE BEARS NORTH 60 DEGREES 58 MINUTES 05 SECONDS WEST, 73.38 FEET; THENCE NORTH 59 DEGREES 57 MINUTES 29 SECONDS EAST, A DISTANCE OF 40.16 FEET TO A POINT 30.00 FEET NORMALLY DISTANT WEST OF THE EAST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 28, AS STAKED AND OCCUPIED, BEING ALSO THE WEST RIGHT OF WAY LINE OF RINGWOOD ROAD; THENCE SOUTH 89 DEGREES 22 MINUTES 31 SECONDS EAST, A DISTANCE OF 30.00 FEET TO THE POINT OF BEGINNING, ALL IN MCHENRY COUNTY, ILLINOIS. PIN (Property Identification Number) of subject property: 09-28426-028 Exhibit B Department of Community & Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us PAVp1plf SECfIQVS l r S} 1 Auavvyy�ly1F.9• 4 , t.�a-'{ �. y7�v[e }f � rt$7 y L ISOfits i ^x r� '•.• I { y wur A ! •0 m lFasom+ n� 04 Y •• 1•if me '� iv ' :; = So iSsif I IN . So _mom . ,-s tIV a.. Nit INI -N AN% �. _ ! , \ S h IVN.i rINVI So INN ti- a '" IN �+,PS ouk. IA IN f f \ t Kenig, L 1.Introduction.................................................................................................................:............... 1 2. Existing Conditions..................................................................................................................... 4 SiteLocation..............................................................................................................................0 4 Existing Roadway System Characteristics.................................................................................. 4 Parkland Middle School and Existing Operating Characteristics............................................... 6 ExistingTraffic Volumes............................................................................................................ 7 GapStudy Results....................................................................................................................... 9 CrashAnalysis.......................................................................................................................... 10 3. Traffic Characteristics of the Proposed Development.................................................................. 11 Proposed Site and Development Plan....................................................................................... 11 DirectionalUistribution............................................................................................................ 11 PeakHour Traffic Volumes...................................................................................................... 13 4. Projected Traffic Conditions..................................................................................................... 14 Development Traffic Assignment............................................................................................. 14 Background (No -Build) Traffic Conditions........ 4 @****Sao 8806OW06009 0 @**too moo Uwe woes@ S***91 wee a 0 to 6600*00600900 0 Sao & 0 14 Total Projected Traffic Volumes.............................................................................................. 14 5. Traffic Analysis and Recommendations................................................................................... 19 .Traffic Analyses........................................................................................................................ 19 Discussion and Recommendations........................................................................................... 23 GapStudy Evaluation............................................................................................................... 26 6. Conclusion................................................................................................................................ 27 Speedway Gas Station ��O McHenry, Illinois i Figures Figure1 — Site Location.................................................................................................................. 2 Figure 2 —Aerial View of Site Location......................................................................................... 3 Figure 3 =Existing Roadway Characteristics................................................................................. 5 Figure 4 — Existing Traffic Volumes......................................:...................................................... 8 Figure-.5 — Directional Distribution .....................: 12 ................................................. Figure 6 —New Passenger Vehicle Site Traffic Assignment........................................................ 15 Figure 7 — New Truck Site Traffic Assignment............................................................................ 16 Figure 8 — Pass -By Site Traffic Assignment................................................................................. 17 Figure 9 — Year 2024 Total Projected Traffic Volumes. 18 Tables Table 2 — IL Route 120 with Ringwood Road — Crash Summary ................................................ 10 Table 3 — Projected Site -Generated Traffic Volumes................................................................... 13 Table 4 — Projected Site -Generated Traffic Volumes on Equations ............................................... 13 Table 5 — Capacity Analysis Results — IL Route 120 with Ringwood Road - Signalized............ 20 Table 6 — Capacity Analysis Results — Existing Conditions toUnsignalized................................ 21 Table 7 — Capacity Analysis Results — Year 2024 Projected Conditions to Unsignalized............. 22 Table 8 — Required Gaps at the Interseciton of IL Route 120 with Proposed Access .................. 26 Speedway Gas Station McHenry, Illinois This report summarizes the methodologies, results, and fmdings of a traffic impact study conducted by Kenig, Lindgren, O'Hara, Aboona, Inc. (KLOA, Inc.) for a proposed Speedway gas station to be located in McHenry, Illinois. The site, which is currently vacant, is located in the northwest quadrant of the intersection Illinois Route 120 (Elm Street) with Ringwood Road/Curran Road. As proposed, the site will be developed with a full -service gas station with 16 passenger vehicle fueling positions, two (2) truck fueling positions and an approximately 4,600 square -foot convenience store. Access to the site win be provided off IL Route "12U via a full movement access dEve and off Ringwood Road via an exit only access drive and a right4n/right-out access drive. The purpose of this study was to examine background traffic conditions, assess the impact that the proposed development will have on traffic conditions in the area and determine if any roadway or access improvements are necessary to accommodate traffic generated by the proposed development. Figure 1 shows the location of the site in relation to the area roadway system. Figure 2 shows an aerial view of the site area. The sections of this report present the following: • Existing roadway conditions • A description of the proposed development • Directional distribution of the development traffic • Vehicle trip generation for the development • Future traffic conditions including access to the development • Traffic analyses for the weekday morning and weekday evening peak hours • Recommendations with respect to adequacy of the site access and adjacent roadway system Traffic capacity analyses were conducted for the weekday morning and weekday evening peak hours for the following conditions: 1. Existing Conditions —Analyze the capacity of the existing roadway system using existing peak hour traffic volumes in the surrounding area. 2. Projected Conditions —Analyze the capacity of the future roadway system using the projected traffic volumes that include the existing traffic volumes, ambient area growth not attributable to any particular development, and the traffic estimated to be generated by the proposed development. Speedway Gas Station KLO� McHenry, Illinois 1 Mc:Cullom I ake s 07l a c � Fid Vallel Rd Ila.N van" Rd It Boone Creek Golf Course ® Go gle Site Location Speedway Gas Station McHenry, Illinois P F McHenry OMcHenry Recreation , nl Figure r �T -., . ' N,ChcsapeEike'pr r E MiLtawrliftM _ y • . ,z: .,r I ..� I esapeakeDrCLIa e � 4r• a wv man Dr W Sheiman Drvl 11 "� ; rod r { c_ _. S, Cheaop I F: „ NorthShore Bank* Irk If a Google Eder Casella & Co • Mc enr Special % Lys Mvr I.en y Srnile Cer Existing transportation conditions in the vicinity of the site were documented based on field visits conducted by KLOA, Inc. in order to obtain a database for projecting future conditions. The following provides a description of the geographical location of the site, physical characteristics of the area roadway system including lane usage and traffic control devices, and existing peak hour traffic volumes. Site Location " The site, which is currently vacant, is located in the northwest quadrant of the intersection of IL Route 120 with Ringwood Road. Land uses in the vicinity of the site include Chesapeake Hills townhome development to the north, Parkland Middle School and the office developments at 5320, 5400 and 5404 IL Route 120 to the east, Illinois State Bank (a North Shore Bank branch) to the south and Meyer Material Company and All Safe Self Storage to the west. Existing Roadway System Characteristics The characteristics of the existing roadways near the development are described below and illustrated in Figure 3. IL Route 120 (Elm Street) is generally aneast-west arterial roadway that in the vicinity of the site provides two through lanes in each direction separated by a striped median. At its signalized intersection with Ringwood Road/Curran Road, IL Route 120 provides an exclusive left -turn lane, a through lane and a shared through/right-turn lane on both approaches. IL Route 120 is under the jurisdiction of the Illinois Department of Transportation (IDOT), is classified as a Strategic Regional Arterial (SRA) route, carries an annual average daily traffic (AADT) volume of 15,000 vehicles (1,400 trucks) west of Ringwood Road and an AADT volume of 19,500 vehicles (1,200 trucks) east of Ringwood Road and has a posted speed limit of 45 miles per hour. Ringwood Road is a north -south arterial roadway that is classified as a Class II truck route providing one lane in each direction in the vicinity of the site. At its signalized intersection with IL Route 120, Ringwood Road provides an exclusive left -turn lane and a shared through/right-tum lane. At its unsignalized intersection with the Parkland Middle School southerly access drive, Ringwood Road provides a shared through/right-turn lane on the northbound approach and a shared left-turn/through lane on the southbound approach. At its unsignalized intersection with the Parkland Middle School northerly (exit only) access drive, Ringwood Road provides one though lane in each direction. At its unsignalized intersection with Sherman Drive, Brittany Drive and Shore Drive, Ringwood Road provides a through lane and an exclusive right -turn lane on the northbound approach and a shared left-turn/through lane on the southbound approach. At its msignalized intersection with Chesapeake Drive, Ringwood Road provides a shared left- turn/through lane on the northbound approach and a shared through/right-tum lane on southbound approach. Ringwood Road is under the jurisdiction of the City of McHenry, carries an AADT volume of 8,400 vehicles (IDOT AADT 2013), has a posted speed limit of 35 miles per hour and a School Zone speed limit of 20 miles per hour. Speedway Gas Station McHenry, Illinois r CHESAREAKE GNESgpF OR/VF qKF EGEND -► - TRAVEL LANE is - TRAFFIC SIGNAL s - STOP SIGN XX - SPEED LIMIT 20 - SCHOOL SPEED LIMIT SIGN O1 -CLASS II TRUCK ROUTE ® -STANDARD CROSSWALK Proposed Speedway Gas Station McHenry, Illinois HILLS u 45 �I 35 Y O IlLINOIS BANKS 35 l� 5 Existing Roadway Characteristics N NOT TO SCALE PARKLAND MIDDLE SCHOOL JC® DRIVE 120 KaniB.L� �Hara,Aboona.lnc. Job No:18-044 Figure: 3 5 The south leg of the signalized intersection of IL Route 120 with Ringwood Road is designated as Curran Road which is generally a north -south collector roadway that provides one lane in each direction. At its signalized intersection with IL Route 120, Curran Road provides an exclusive left - turn lane and a shared through/right-turn lane. Curran Road is under the jurisdiction of the City of McHenry, carries and AADT volume of 4,850 vehicles (IDOT AADT 2013) and has a posted speed limit of 35 miles per hour. Sherman Drive is an east -west local roadway that provides one lane in each direction and extends from Ringwood Road approximately 1,175 feet east where it curves north to its terminus at Shore Drive. At its unsignalized intersection with Ringwood Road, Sherman Drive provides a shared left/right-turn lane under stop -sign control and a standard style crosswalk. Sherman Drive is under the jurisdiction of the City of McHenry and has a posted speed limit of 25 miles per hour. Brittany Drive is an east -west local roadway that provides one lane in each direction and extends from Ringwood Road east approximately 1,175 feet to its terminus at Sherman Drive. At its msignalized intersection with Ringwood Road, Brittany Drive provides a shared left/right-turn lane under stop -sign control and a standard style crosswalk. Brittany Drive is under the jurisdiction of the City of McHenry and has a posted speed limit of 25 miles per hour. Shore Drive is an east -west local roadway that provides one lane in each direction and extends from Ringwood Road approximately one and a half mile east to its terminus at Oak Drive. At its unsignalized intersection with Ringwood Road, Shore Drive provides a shared left/right4arn lane under stop -sign control and a standard style crosswalk. Shore Drive is under the jurisdiction of the City of McHenry and has a posted speed limit of 25 miles per hour. Chesapeake Drive is an east -west local roadway that serves the Chesapeake Hills townhome development. At its unsignalized intersection with Ringwood Road, Chesapeake Drive provides a shared left/right-turn lane under stop -sign control. Parkland Middle School and Existing Operating Characteristics As previously indicated, Parkland Middle School is located approximately 700 feet northeast of the proposed Speedway gas station. Parkland Middle School serves sixth, seventh and eighth grade students and has an enrollment of approximately 800 students. Parkland Middle School is served by two access drives off Ringwood Road. The northerly access drive is designated as an exit drive and operates with two outbound lanes. The southerly access drive is designated as the entrance to the school and operates with one inbound lane and one outbound lane. Outbound movements from both drives are under stop -sign control. On a regular school day, Parkland Middle School starts at 7:35 A.M. and students are released at 2:20 P.M. Field Observations were conducted over a couple of days during the school arrival and dismissal period. The observations during the morning school arrival period showed that school generated traffic started at approximately 6:50 A.M. with all major activity concluding by approximately 7:35 A.M. All morning activity was contained within the school property with minimal impact to the operations of Ringwood Road. Speedway Gas Station McHenry, Illinois The observations during the afternoon school dismissal period indicated that vehicles began arriving at the school at approximately 2:00 P.M. and began queueing along the north and east sides of the northerly (exit) access drive and along the south side of the southerly (entrance) access drive as school buses staged around the parking lot on the east side of the site. At approximately 2:20 P.M. the queued vehicles extended to Ringwood Road but did not obstruct through traffic on Ringwood Road; however, on another occasion, these queues were observed to extend onto Ringwood Road lasting for less than five minutes. After students are dismissed at 2:20 P.M. and. vehicles begin departing the site, all major school activity concluded by approximately 2:35 P.M. Existing Traffic Vol.�ne� In order to determine current haffic conditions in the vicinity of the site, KLOA, Inc. conducted peak period traffic counts utilizing Miovision Scout Video Collection Units on Thursday, February 22, 2018 during the weekday morning (6:30 to 9:00 A.M.) and aftemoon/evening (2:00 to 6:30 P.M.) peak periods at the following intersection: • 1L Route 120 with Ringwood Road/Curran Road • Ringwood Road with the Parkland Middle School Access Drives • Ringwood Road with Sherman Drive • Ringwood Road with Chesapeake Drive • Ringwood Road with Brittany Drive • Ringwood Road with Shore Drive The 2:00 P.M. to 6:00 P.M. afternoon/evening peak period was chosen to coincide with the dismissal time of Parkland Middle School and the surge in traffic associated with the afternoon pick-up activity. The results of the traffic counts indicated that the weekday morning peak hour of traffic occurs from 6:45 A.M. to 7:45 A.M. and the weekday evening peak hour of traffic occurs from 3:45 P.M. to 4:45 P.M. It should be noted that the dismissal of Parkland Middle School at 2:20 P.M. results in a secondary peak hour from 2:00 P.M. to 3:00 P.M. However, the total traffic volume traversing the intersection of IL Route 120 with Ringwood Road/Curran Road is approximately 30 percent lower than during the weekday evening peak hour and the two-way traffic along Ringwood Road is approximately 25 percent less than the weekday evening peak hour. As such, the analyses were conducted for the peak hours of the roadway traffic since they represent design conditions. Furthermore, supplemental traffic counts were conducted at the intersection of 1L Route 120 with Ringwood Road/Curran Road on Saturday, February 249 2018 during the middayP.M. to 2:00 P.M.) peak period. The results of the traffic count indicated that the total traffic volume traversing the intersection of IL Route 120 with Ringwood Road/Curran Road during the Saturday midday peak hour (12:00 P.M. to 1:00 P.M.) is approximately 20 percent lower than the weekday morning peak hour and approximately 30 percent lower than the weekday evening peak hour. As such, analyses for Saturday traffic conditions were not completed. Figure 4 illustrates the existing peak hour traffic volumes. Copies of the traffic count summary sheets are included in the Appendix. Speedway Gas Station ICAO� McHenry, Illinois 7 ^Ln N C) O M o (o) [23 4 (0) 123 -m), '1 t oqW M.. M N Gr�ESgf- OwVF qKF 9 �Of 6j`S o 0 O .� O tiM3 Nti Z QV� M 30 1� rn ao v IyM1 vtiti, r••r m 00 OLO to LEGEND 00 - WEEKDAY MORNING PEAK HOUR (6:45-7:45 AM) (00) - WEEKDAY AFTERNOON PEAK HOUR (2:00-3:00 PM) [003 - WEEKDAY EVENING PEAK HOUR (3:45-4:45 PM) <00> - SATURDAY MIDDAY PEAK HOUR (12:00-1:00 PM) Proposed Speedway Gas Station McHenry, Illinois L 22 (17) [203 16 (10) 161 s" �I N Lo BRITTANY DRIVE cm M 14 (2) [41 r 1 � D RI N \ v aG M ML13(13)131 N 42 (26) 1133 t r+ N�co t— 38 (15) 1111 .� 126 (40) [451 � �S8! �316`4? � 'ltf B3, �o00 �. eq N M urn iMN� M 00 v �o Existing Traffic Volumes 1 �► NOT TO SCALE � � M v � ` Q N tf 3 " M M aC M N 7 9 (4) 143 Kenie�'Hara.Aboona,lnc. Job No: 18-044 Figure: 4 Gap Study Results A gap study was also conducted on Thursday, February 22, 2018 during the weekday morning and weekday evening peak hours along IL Route 120 at the location of the proposed full movement access driveway to determine the availability of gaps or interruptions in the IL Route 120 traffic stream. Gaps in the westbound direction on IL Route 120 allow traffic to turn left from II., Route 120 onto the proposed access driveway and right from the proposed access driveway onto IL Route 120. Additionally, gaps in both directions on IL Route 120 allow traffic to turn left from the proposed access driveway onto IL Route 120. The critical gap and follow-up gap periods required to turn to and from IL Route 120 were based on information provided in the Highway Capacity Manual (HCM) published by the Transportation Research Board (TRB). Table 1 summarizes the results of the gap study. As can be seen, the results indicate that numerous gaps are available in the traffic stream to accommodate turning movements. Table 1 GAP STUDY RESULTS — IL ROUTE 120 AT PROPOSED ACCESS DRIVE Weekday Morning 956 524 253 6*45 — 7:45 A.M. Weekday Evening 834 451 238 3:45 — 4:45 P.M. Speedway Gas Station McHenry, Illinois 9 Crash Analysis KLOA, Inc. obtained crash data from IDOT for the most recent available five years (2011 to 2015) for the intersections of IL Route 120 with Ringwood Road, Ringwood Road with the Parkland Middle School Access Drives and the roadway segment of Ringwood Road between Sherman Drive and Shore Drive. The crash data for the intersection of IL Route 120 with Ringwood Road is summarized in Table 2. A review of the crash data indicated the following: • The intersection of IL Route 120 with Ringwood Road experienced an average of seven crashes per ;Tear. • The intersections if Ringwood Road with the Parkland Middle School access drives experienced only two crashes between 2011 and 2015. • The roadway segment of Ringwood Road between Sherman Drive and Shore drive experienced only two crashes between 2011 and 2015. • No fatalities were reported at any of the study area intersections. Table 2 IL ROUTE 120 WITH RINGWOOD ROAD — CRASH SUMMARY 2011 0 0 0 4 1 2 0 7 2012 0 0 1 3 1 3 0 8 2013 2 0 0 3 1 2 0 8 2014 0 2 0 2 1 1 0 6 2015 1 0 0 2 0 3 0 6 Total 3 2 1 14 4 11 0 35 Average < 1 < 1 < 1 2.8 < 1 2.2 0 7 DISCLAIMER: The motor vehicle crash data referenced herein was provided by the Illinois Department of Transportation. Any conclusions drawn from analysis of the aforementioned data are the sole responsibility of the data recipient(s). Speedway Gas Station McHenry, Illinois In order to properly evaluate future traffic conditions in the surrounding area, it was necessary to determine the traffic characteristics of the proposed development, including the directional distribution and volumes of traffic that it will generate. Proposed Site and Development Plan As proposed, the site will be developed with a Speedway gas station with 16 passenger vehicle fueling positions, two (2) truck fueling positions and an approximately 4,600 square -foot convenience store. Access to the development will be provided via the following: • A full movement access drive off IL Route 120 that will be located approximately 525 feet west of Ringwood Road/Curran Road. This access drive will provide one inbound lane and one outbound lane with turning radii large enough to accommodate truck turning maneuvers. Outbound movements will be under stop -sign control. This access drive will serve the passenger vehicle fueling positions, truck fueling positions and the convenience store. It should be noted that this access drive is located as far west on the site as feasible to provide maximum spacing from the signalized intersection of IL Route 120 with Ringwood Road/Curran Road while maintaining sufficient corner radii. • An outbound only access drive off Ringwood Road that will be located approximately 400 feet north of IL Route 120 and 150 feet south of the Parkland Middle School southerly access drive. This access drive will provide one outbound lane that will be wide enough to accommodate exiting truck movements onto Ringwood Road that will be restricted to right -turns only. Outbound movements will be under stop -sign control. This access drive will serve the truck fueling positions. • Aright-in/right-out access drive that will be located approximately 225 feet north of IL Route 120 and 325 feet south of the Parkland Middle School southerly access drive. This access drive will provide one inbound lane and one outbound lane with turning movements restricted to right -turns only via a raised triangular island median and appropriate signage. Outbound movements will be under stop -sign control. This access drive will provide access to passenger vehicle fueling positions and convenience store only and will limit the on -site interaction between passenger vehicles and trucks. A site plan depicting the proposed development layout, access and intersection improvements is included in the Appendix. Directional Distribution The directions from which customers and employees of the proposed Speedway gas station will approach and depart the site were estimated based on existing travel patterns, as determined from the traffic counts. Figure 5 illustrates the directional distribution of the development -generated traffic. Speedway Gas Station McHenry, Illinois 11 Proposed Speedway Gas Station McHenry, Illinois Estimated Directional Distribution Kenlg� Hara.Aboona,lnc. Job No: 18-044 Figure: 5 12 Peak Hour Traffic Volumes The number of peak hour trips estimated to be generated by the proposed Speedway gas station was based on vehicle trip generation rates contained in Trip Generation Manual, 9'�' Edition, published by the Institute of Transportation Engineers (ITE). The "Gas Station with Convenience Store" (Land -Use Code 945) rate was used for the passenger vehicle fueling positions. The trip generation for the truck fueling positions was based on information previously provided which indicates that the fueling of one truck takes approximately 15 minutes. As such, two truck fueling stations will process approximately eight trucks per hour. 01 It is important to note that surveys conducted by ITE have shown that approximately 60 percent of trips made to gas stations are diverted from the existing traffic on the roadway system inclusive of both passenger vehicles and trucks. This is particularly true during the weekday morning and evening peak hours when traffic is diverted from the home -to -work and work -to -home trips. Such diverted trips are referred to as pass -by traffic. As such, a 60 percent pass -by reduction was applied to the trips projected to be generated by the proposed development. Table 3 summarizes the trips projected to be generated by the proposed development and Table 4 summarizes the equations utilized from the ITE Trip Generation Manual, Table 3 PROJECTED SITE -GENERATED TRAFFIC VOLUMES - Gas Station with 945 Convenience Store 82 81 163 108 108 216 2,604 (16 Fueling Positions) 2 Truck Fueling Positions 8 8 16 8 8 16 384 60%Pass By Reduction -54 -54 -108 -70 -70 440 -1, 792 Total New Trips 36 35 71 46 46 92 1,196 Table 4 PROJECTED SITE -GENERATED TRAFFIC VOLUMES - Gas Station with 945 Convenience Store (Fueling Positions) T=10.16(X) T Number of Trips X =Fueling Positions TIONS T = 13.51(X) T=162.78(X) Speedway Gas Station KLO,�. McHenry, Illinois 13 The total projected traffic volumes include the existing traffic volumes, increase in background traffic due to growth, and the traffic estimated to be generated by the proposed subject development. Development Traffic Assignment The estimated weekday morning and evening peak hour traffic volumes that will be generated by the proposed development were assigned to the roadway system in accordance with the previously described directional distribution (Figure 5). Figure 6 illustrates the traffic assignment of the new passenger vehicle trips and Figure 7 illustrates the traffic assignment of new truck trips generated by the proposed development. Figure 8 illustrates the traffic assignment of the pass -by trips generated by the proposed development. Background (No -Build) Traffic Conditions The existing traffic volumes (Figure 4) were increased by a regional growth factor to account for the increase in existing traffic related to regional growth in the area (i.e., not attributable to any particular planned development). Based on ADT projections provided by the Chicago Metropolitan Agency for Planning (CMAP) in a letter dated March 8, 2018, an increase of approximately one percent per year for six years (buildout year plus five years) was applied to project Year 2024 conditions. A copy of the CMAP 2040 projections letter is included in the Appendix. Total Projected Traffic Volumes The development -generated traffic (Figures 6, 7 and 8) were added to the existing traffic volumes increased by a regional growth factor to determine the Year 2024 total projected traffic volumes as illustrated in Figure 9. Speedway Gas Station McHenry, Illinois it �4 t 1 Ln t ko t'nt 1 t p� t SITE S QQ acc�l t►W s, � Dios/ .>t LEGEND Q 00 -WEEKDAY MORNING PEAK HOUR (6:45-7:45 AM) � WEEKDAY AFTERNOON PEAK HOUR (2:0M:00 PM) V Proposed Speedway Gas Station McHenry, Illinois New Site Traffic Volumes DRI N Oq E L � 20 N NOT TO SCALE Kanlg,L� Hera.Aboone,lnc. � ,. Jab No: 18-044 Figure: 6 15 Proposed Speedway Gas Station McHenry, Illinois New Truck Traffic Volumes Kenlg,L� HereAbaona.lnc. Job No:18-044 Figure: 7 16 G O O® z NOT TO SCALE �u SHORE BRITT GNESgp�q pR/VF �k� F LEGEND � 00 -WEEKDAY MORNING PEAK HOUR (6:45-7:45 AM) � (00) - WEEKDAY AFTERNOON PEAK HOUR (2:00-3:00 PM) V �CeF,ss® SCHOOL DRIVE 120 Proposed Speedway tom/ Gas Station Pass -By Site Traffic Volumes Kanig,Llndg.en.0'Iiara,Abncna,inc. McHenry, Illinois Job No: 18-044 Figure: B 17 o (2) mmmmT 1 4 (2) N O Atoll mmog ommmi m GNESgpF N DR/VF qKF II C o �Q M O O VM Z� m ac L 22 (20) �► �{ 16 (6) N NOT TO SCALE t � DRIVE Wo mb a+ -- qw Ammot �I N N BRITTANY DRIVE N N r. ti .M.. M ' rm.Q U1 Cm 1Iftwo (' ") SHERMAN JO T DRIVE dollop 0% v in ottoo Ln Co OWING tdooddo In N ... t0 N Q L 13 (3) �r42(13) Ih O O N Ln N Ln Q to 'L 38 (11) .� `V ,� 126 (45) j T f C>w 1 SITE j UM� II I `V �o co co RW OWING � oI • MN V `♦ to' — Q N N �•�.� l �j 6 4? sq�9i r LEGEND cC 00 - WEEKDAY MORNING PEAK HOUR (6:45-7:45 AM) j (00) -WEEKDAY AFTERNOON PEAK HOUR (2:00-3:00 PM) V ACCF SD SCHOOL DRIVE 120 I I Proposed Speedway Gas Station 2024 Total Projected Traffic Volumes Kenig,Lintlgren,0'Hara,A600na,In c. McHenry, Illinois Job No: 1B-044 Figure: 9 IV The following provides an evaluation conducted for the weekday morning and weekday evening peak hours. The analysis includes conducting capacity analyses to determine how well the roadway system and access drives are projected to operate and whether any roadway improvements or modification are required. Traffic Analyses, Roadway and adjacent or nearby intersection analyses were performed for the weekday morning and weekday evening peak hours for the existing (Year 2018) and Year 2024 total projected traffic volumes. The traffic analyses were performed using the methodologies outlined in the Transportation Research Board's Highway Capacity Manual (HCM), 2010 and analyzed using the Synchro/SimTraffic 9 software. The analysis for the traffic -signal controlled intersections were accomplished using actual cycle lengths, phasings and offsets to determine the average overall vehicle delay and levels of service. Synchro/SimTraffic 9 software was utilized to accurately represent the operations of the existing and proposed unsignalized intersections within proximity of the signalized intersection of IL Route 120 with Ringwood Road/Curran Road. The analyses for the unsignalized intersections determine the average control delay to vehicles at m intersection. Control delay is the elapsed time from a vehicle joining the queue at a stop sign (includes the time required to decelerate to a stop) until its departure from the stop sign and resumption of free flow speed. The methodology analyzes each intersection approach controlled by a stop sign and considers traffic volumes on all approaches and lane characteristics. The ability of an intersection to accommodate traffic flow is expressed in terms of level of service, which is assigned a letter from A to F based on the average control delay experienced by vehicles passing through the intersection. The Highway Capacity Manual definitions for levels of service and the corresponding control delay for signalized intersections and unsignalized intersections are included in the Appendix of this report. Summaries of the traffic analysis results showing the level of service and overall intersection delay (measured in seconds) for the existing and Year 2024 total projected conditions are presented in Tables 5 through 7. A discussion of each intersection follows. Summary sheets for the capacity analyses are included in the Appendix. Speedway Gas Station McHenry, Illinois N N M M I I U I U I U U U 06 N U cl i M U�4' O U 4 o, N M M m I I U 'U I I U A \O l� N � Ua; Uo A00 Ate N M M M �O N O l� W t�o in A o 00 W cc; 00 A -+ 00 I I A I A I W A O rn o kn P10; UN WN UN O N •-� U c•i U�6 o U 4 U 00 o0 N N N N N N N N I I I I H U U U U bn I F U U �c cy U v, U o F; 0 N N N N I U I U I U I U I I a E" d- rn o0 01 MM M MM M�./� � O hA �' bA O da O W W y ��a W 3Wa ��a 3Wa a A O N Table 6 CAPACITY ANALYSIS RESULTS EXISING CONDITIONS — UNSIGNALIZED Ringwood Road with Parkland School South Access Drive • Westbound Approach F 72.0 C 2004 • Southbound Left -Turns A 9.2 A 9.0 Ringwood Road with Parkland School North Access Drive • Westbound Approach C 18.8 C 15.9 Ringwood Road with Sherman Drive • Westbound Approach • Southbound Left -Turns Ringwood Road with Chesapeake Drive • Eastbound Approach • Northbound Left -Turns Ringwood Road with Brittany Drive • Westbound Approach • Southbound Left -Turns B 14.4 B 14.2 A 7.8 A 8.3 B 10.9 B 10.3 A 8.2 A 8.0 B 13.4 C 15.2 A 7.8 A 8.3 Ringwood Road with Shore Drive • Westbound Approach B 11.9 B 13.3 • Southbound Left -Turns A 7.7 A 8.5 LOS = Level of Service Delay is measured in seconds. Note: All intersections operate under two-way stop sign control Speedway Gas Station /f/w O McHenry, Illinois 21 Table 7 CAPACITY ANALYSIS RESULTS YEAR 2024 PROJECTED CONDITIONS — UNSIGNALIZED Ringwood Road with Parkland School South Access Drive • Westbound Approach F 105.8 C 22A • Southbound Left -Turns A ?.4 A 9.2 Ringwood Road with Parkland School North Access Drive • Westbound Approach C 21.3 C 17.0 Ringwood Road with Sherman Drive • Westbound Approach • Southbound Left -Turns Ringwood Road with Chesapeake Drive • Eastbound Approach • Northbound Left -Turns Ringwood Road with Brittany Drive • Westbound Approach • Southbound Left -Turns Ringwood Road with Shore Drive • Westbound Approach • Southbound Left -Turns C 15.5 C 15.0 A T9 A 8.4 B 11.2 B 10.5 A 8.3 A 8.1 B 14.3 C 16.2 A 7.9 A 8.5 B 12.5 B 13.9 A 7.8 A 8.6 IL Route 120 with Proposed Full Movement Access Drive • Southbound Approach C 16.6 C 22.8 • Eastbound Left -Turns A 8.9 B 10.2 Ringwood Road with Proposed Outbound Only Truck Access Drive • Eastbound Approach B 14.9 B 10.9 Ringwood Road with Proposed Right-InlRight-Out Access Drive • Eastbound Right -Turns B 12.3 B 11.2 LOS = Level of Service Delay is measured in seconds. Note: All intersections operate under two-way stop sign control Speedway Gas Station K1w� McHenry, Illinois 22 Discussion and Recommendations The following summarizes now the intersections are projected to operate and identifies any roadway and traffic control improvements necessary to accommodate the development -generated traffic. IL Route 120 with Ringwood Road/Curran Road The results of the capacity analysis indicate that overall this intersection currently operates at level of service (LOS) C during the weekday morning and weekday evening peak hours. Furthermore, the eastbound and westbound approach currently operate at LOS C during both peak hours and the northbound and southbound approaches currently operate at LOS D or better during the peak hours. It should be noted that the existing 95 h percentile queues for the southbound left -turn movements are currently approximately 240 feet long during the weekday morning peak hour which extend beyond the existing 190 feet of storage and are approximately 130 feet long during the weekday evening peak hour. These queues are consistent with the field observations which show that they clear the intersection every cycle. Under Year 2024 projected conditions, this intersection is projected to continue operating at LOS C during the weekday morning and evening peak hours with increases in delay of approximately three and two seconds, respectively. The eastbound and westbound approaches are projected to continue operating at LOS C during the peak hours with increases in delay of approximately two seconds or less. The northbound and southbound approaches are projected to continue operating at LOS D or better during the peak hours with the exception of the northbound approach during the weekday morning peak hour which is projected to operate on the threshold of LOS D/E. The 95th percentile queues for the southbound left -turns are projected to be approximately 330 feet (three to four car lengths longer than existing conditions) during the weekday morning peak hour. However, the projected increase in the 95' percentile queues are a result of the existing southbound left -turn movements and the projected background growth as the proposed development is only projected to increase the southbound left -turn movements by three percent during the weekday morning peak hour (versus six percent growth). The 95a' percentile queues for the southbound left - turn movement are projected to be approximately 170 feet (one to two car lengths longer than existing conditions) during the weekday evening peak hour which will continue to be contained within the existing left -turn lane storage. Furthermore, the 95t' percentile queues for the southbound through/right-turn lane are projected to be approximately 250 feet during the weekday morning peak hour and approximately 210 feet during the weekday evening peak hour which are increases of approximately one car length over existing conditions. Overall, these queues will not have an impact on the operations of the access system serving Speedway gas station due to the physical and operational restriction of these drives to right -turns and/or outbound movements only. Furthermore, these queues will not extend to the Parkland Middle School southerly access drive. During both peak hours, the 95ffi percentile queues for the eastbound left -turn movements are projected to continue to be contained within the existing 145 feet of left -turn storage and the 95a' percentile queues for the eastbound through lanes are projected to be approximately 225 feet which will not extend to the proposed location of the full movement access drive. Speedway Gas Station KLO McHenry, Illinois 23 Ringwood Road with Parkland Middle School Access Drives The results of the capacity analysis indicate that outbound movements from the southerly Parkland Middle School access drive currently operate at level of service (LOS) F during the weekday morning peak hour and at LOS C during the weekday evening peak hour. The LOS F experienced during the weekday morning peak hour is expected due to the surge of traffic during the morning drop-off period prior to the start of the school day. Outbound movements from the Parkland Middle School northerly access drive currently operate at LOS C during the weekday morning and evening peak hours. Under Year 2024 conditions, outbound movements from the Parkland Middle School access drives are projected to continue operating at existing levels of service and the southbound left -turn movements onto the southerly access drive are projected to continue operating at LOS A during both peak hours with increases in delay of less than one second and 95' percentile queues of one to two vehicles. As such, the proposed development traffic is projected to have a limited impact on the operations of the Parkland Middle School access system and no roadway or traffic control improvements will be required. Ringwood Road with Sherman Drive The results of the capacity analysis indicate that the westbound (Sherman Drive) approach currently operates at LOS B during the weekday morning and weekday evening peak hours. Under Year 2024 conditions, the westbound approach is projected to continue operating at LOS C during the weekday morning and evening peak hours with increases in delay of approximately one second. Furthermore, the southbound left -turn movements onto Sherman Drive are projected to continue operating at LOS A during both peak hours with increases in delay of less than one second and 95a' percentile queues of one to two vehicles. As such, the proposed development generated traffic will have a limited impact on the operations of this intersection and no roadway or traffic control improvements will be required. Ringwood Road with Chesapeake Drive The results of the capacity analysis indicate that the eastbound (Chesapeake Drive) approach cOgwkday morninand eveninpeak hours.nUnder Year 2024 conditions, the eastbound approach is projected to continue operating at level of service B during both peak hours with increases in delay of less than one second. Furthermore, northbound left -turn movements are projected to continue operating at LSO A during both peak hours with increases in delay of less than one second and 95' percentile queues of one to two vehicles. As such, the proposed development traffic is projected to have a limited impact on the operations of this intersection and no roadway or traffic control improvements will be required. Speedway Gas Station McHenry, Illinois Ringwood Road with Brittany Drive The results of the capacity analysis indicate that the westbound (Brittany Drive) approach currently operates at LOS B during the weekday morning peak hour and at LOS C during the weekday evening peak hour. Under Year 2024 conditions, the westbound approach is projected to continue operating at existing levels of service during both peak hours with increases in delay of approximately one second. Furthermore, southbound left -turn movements are projected to continue operating at LOS A with increases in delay of less than one second and 95th percentile queues of one to two vehicles. As such, the proposed development generated traffic will have a limited impacl. on the operations of this intersection and no roadway or traffic coattrol improvements will be required. Ringwood Road with Shore Drive The results of the capacity analysis indicate that the westbound (Shore Drive) approach currently operates at LOS B during the weekday morning and weekday evening peak hours. Under Year 2024 conditions, the westbound approach is projected to continue operating at existing levels of service with increases in delay of less than one second. Furthermore, the southbound left -turn movements are projected to continue operating at LOS A during the peak hours with increases in delay of less than one second and 95th percentile queues of one to two vehicles. As such, the proposed development generated traffic will have a limited impact on the operations of this intersection and no roadway or traffic control improvements will be required. IL Route 120 with the Proposed Full Movement Access Drive The results of the capacity analysis indicate that outbound movements from the proposed full movement access drive onto IL Route 120 are projected to operate at LOS C during the weekday morning and weekday evening peak hours with 95th percentile queues of one to two vehicles. Furthermore, as shown in the following section, adequate gaps exist in the IL Route 120 traffic stream to accommodate the turning movements to/from IL Route 120. Eastbound left -turns onto the access drive are projected to operate at LOS B or better during the peak hours with 95' percentile queues of one to two vehicles. In order to better accommodate eastbound left -turns onto the proposed access drive, the existing striped median along IL Route 120 should be restriped to provide an exclusive left -turn lane. Per turn lane design guidelines published in the IDOT Bureau of Design and Environment (BDE) Manual, this turn lane should provide 215 feet of storage and 220 feet of taper. Additionally, when the projected traffic volumes are compared to the turn lane warrant guidelines published in Chapter 36 of the IDOT BDE Manual, an exclusive right -turn lane serving the proposed access drive will not be warranted during either peak hour. As such, the proposed full movement access drive will be adequate in accommodating the traffic projected to be generated by the proposed development and will provide efficient and flexible access. Speedway Gas Station ��O McHenry, Illinois 25 Ringwood Road with the Proposed Outbound Only Truck Access Drive The results of the capacity analysis indicate that outbound movements from the truck only access drive are projected to operate at LOS B during the weekday morning and weekday evening peals hours. As previously indicated, this access drive will be wide enough to accommodate truck turning maneuvers from the access drive onto Ringwood Road and will be channelized to direct outbound truck movements toward IL Route 120 (right turns only). As such, this access drive will be adequate in accommodating the truck traffic projected to be generated by the proposed development and will provide efficient and flexible access. Ringwood Road with the Proposed Right-lnlRight-Out Access Drive The results of the capacity analysis indicate that outbound movements from the proposed right- in/right-out access drive are projected to operate at LOS B during the weekday morning and weekday evening peak hours with 95t' percentile queues of one to two vehicles. Additionally, when the projected traffic volumes are compared to the turn lane warrant guidelines published in Chapter 36 of the IDOT BDE Manual, an exclusive right -turn lane serving the proposed access drive will not be warranted during either peak hour. As such, the proposed right-in/right-out access drive will be adequate in accommodating the traffic projected to be generated by the proposed development and will provide efficient and flexible access. Gap Study Evaluation Table S shows the number of available gaps compared to the number of required gaps that are needed to accommodate the projected traffic turning between IL Route 120 and the proposed full movement access drive. As shown in Table 11, there are more than sufficient gaps in traffic to accommodate the eastbound left turns from IL Route 120 onto the proposed access driveway, southbound right turns onto IL Route 120, and the southbound left turns onto IL Route 120 during both the weekday morning and weekday evening peak hours of adjacent roadway traffic. This indicated that the intersection of E, Route 120 with the proposed full movement access drive will operate adequately. Table 8 GAPS AT INTERSECTION OF II., ROUTE 120 WITH PROPOSED ACCESS Eastbound Left Turns 956 32 834 37 SOuthbound Right Turns 524 20 451 34 Southbound Left Turns 253 21 238 25 Speedway Gas Station KLO'.� McHenry, Illinois 26 Based Mn the preceding analyses and recommendations, the following conclusions have been made: • The traffic projected to be generated by the proposed Speedway gas station will be reduced due to pass -by or diverted trips from the existing traffic on 11L Route 120. • The proposed development -generated traffic and proposed access system will have a limited impact on the operations of the roadway system, including the existing access system serving Parkland Middle School. • During the afternoon dismissal surge of Parkland Middle School, traffic traversing the intersection of IL Route 120 with Ringwood Road/Curran Road is approximately 30 percent less than the weekday evening peak hour. Additionally, all major dismissal activity occurs over an approximately 30-minute period. • The proposed access system will be adequate in accommodating the traffic projected to be generated by the proposed development and will limit the number of conflicts between passenger vehicle and truck generated trips while providing efficient and flexible access. • When the projected traff c volumes are compared to the turn lane -warrant guidelines published in Chapter 3 o of the lD TB E Manual, an eastbound left -turn lane on IL Route 120 serving the proposed full movement access drive will be warranted during both peak hours. This left -turn lane can be accommodated via restriping the existing median along IL Route 120. • Adequate gaps exist in the IL Route 120 traffic stream to accommodate the projected left and/or right turning movements to/from the proposed full movement access drive. Speedway Gas Station ICAL O McHenry, Illinois 27 Traffic Count Summary Sheets Site Plan Level of Service Criteria Capacity Analysis Summary Sheets Traffic Count Summ Sheets 3 m v C l0 W O O N N J N O N N a) N Z o O�Z c0� o t� ca U CO cn d U O C C) _o � and w o •5 m Q cn Cn o a m m m m9 a�i •-m = N O Lo C O Nr C CO m= C JU c 0 m� E U U Y 12 W W W N V M r T M O V N A O W N O W W O N V W M N V W OI W N N O W W O A V W N M F- r M O V O W W W W O W N M N M O W W W W 0p N C p,y V M O W M O W M V W Y1 O N M W nn^ O� M O M r W a W W W � � W W r m V 0 0 0 0 0 0 0 0 0 0 0 o p o o O o 0 0 o p o p o o p a o a a y o IL a o 0 t V N M p N N b N tW♦1 K F 0 0 0 0 0 0 0 0l')`O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 9m o 0 0 0 o 0 p 0 o m O O o 0 0 0 o p o 0 0 0 0 0 0 0 0 0 0 0 0 0 a N N N � � A N N N M C � a- M N N �� A N N ♦- M� ♦- W � o � O C t M N W N N y V r N ' U Z N Y CW'1 fV0 M M W N N N m ' N M M N N tN+f M r N N Y R tW+l M F 0 C F 0 0 0 0 0 0 0 0 o 0 D 0 O W(�� N N Nrpp V W m O c N V W fW0 O m O O nm YNI n r r N O tN♦1 n ( r OVD V N N N N N O> N N N N W N G m 0 0 0 0 0 0 0 0 0 0 0 0 0 O p 0 0 0 0 0 p O 0 0 0 0 0 0 p O 0 0 0 p 0 a C L ♦- M V W W M N N ♦- N N W V M M N �O N (O W W M V V N W V' N � N � N O? a 1tO00 M O N M N N O V O) N N N W N O N N M M N N N A JM N N r W m N lV '�i N E F 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 2 Q W M r N M M V W N m A W O W W M r N W W w W O W 9 0 0 0 0 0 0 0 0 O O o 0 00 O O p 0 0 0 0 0 0 0 0 0 0 0 0 0 y a 04 M N N N OI N V W W V N N N W N W � O j a J_ H M W W W W W O N W V O m m W V W O W W W A O ILN V 'Q i0 to M m M 0 �- �- Nw iy O V O O � M MV N N M � M O M O N N p W N N W� a W N fS- E F 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a a a a F a m a a a a a a m a m H a a a<° Q Q¢¢ ¢¢¢¢ F- cL 1' T o o in T O O r M y '� o � v '� o � eoi v t h 0: o M V' o M V' o M V roi NQ W Q Q M Q m M M M� Imp m M N m m O 0 umi 0 0 0 0 0 0 0 0 0 0 0 N Q M pI M N M O c (p N M N fp r N N (Op O) m W O CV O O r N M m r Ip N MN d; O m O u1 M N M M N M N N N O ry M O QO r y Q O N O o 0 0 0 0 0 0 0 0 0 o a o 0 o O o o O N V IV (Np IN N N Ifs V N m V N IO mQ W O M N (V m N N O 0 0 0 0 0 p 0I p I I I I I I I I I n M Q r o 0 p> N W n I' W W N pp Imp °p r Q m tp O N m N M W Q M W Q n N Q n N M m Ip W N M O WQ r Q O 0 W M na� O Q N V N IQp IWp m M N r V W N N Q Ip O W M W 0 0 0 0 00 0 0 0 0 0 p p M W M O n W cO O N r W Q M Q Q Q Q m N v IWp (O O M M m N O O � � �- N W m N � O O 0 M N M N W O ONi O M pW1 W n M V N M N N M n O O M W N M m m 0 0 O O O O O O O O O O O O Q O O O O O I m N m M n O M N O L O Ip N W N 0 m N m M O .- m � Q W i- m adIp Ip N N mQ 0 N Q m 0 0 a a 0 0 0 0 m 0 0 I I L i I I I I p Q m N N m W M r 0 V W r O N O N N M r c 0 O W N O O N N m W O Ip 1p Q w N n w M m N N c M W m (0 N W N m 0 Q O 0 O O O O O O O O O O p O Q 0 0 O O O O I m A o 2 '� w o o c o ° a a a a 6 o m� °' a o \Fa a c a r u a a o m 0 3 m .D C c0 W O O N N J N N O c) Z oOZ o cC) ca m ci(n Cl) a O C) O CC) coCD �o N 0 w U o� m ¢U) U)C) N p Nm m 'c 010 = N C = 7 •O) u1 n N= C00 O7 — c J O OC �Lo C y Y 0 of o a M in V m' r o �- O N O C .p O m N V N eN0 V M O O o O o O ¢ I-o O m0 0 0 0 0 1 a I F I I I I ' I I I ' O a O) m O v m O o a N r p N m M N m V 0 O O O O 0 K ati o m a o o s 0 a O V1 F N N uai N m ^� mo m o' o 0 0 0 o o M of m 0 0 0 0 0 0 0 E o F o 0 0 0 0 0 0 0 0 0 0 o o ` j o m r n m m N C] O Ld m N N N O p p ¢mg H N N m yo 0 0 01 L F Ia a Ct m rNQ a r n o 0 Q a N N N n�0 O O O O G O Q O C L A I() t o M m r O O u> m N O N vi O ct O CV w O aV L E o Q j o M �O N m m mIq O O.O N m m GI m m sY LOV Pl m m O O a (Q M m m p cs N vi m Y a a O O p OMi C � a L N N IR m r O nIQ OM L M O N m m p m N O O O m M f0 m O 0 O O p p O, Q F 0 0 0 0 0 p 0 0 O O O O � O ON M N p M 1� m V OI O mo fm0 tNJ cNo °M' a m o 0 o a 0 o a O� o c � a N m m ro O r! m [7 O O O O lV O O M 0 ? �O d J_ y W M m M N r N 0 M r Ol O ORO f0 N M w m m O O f w omD N o m lV r r p m O 0 O 0 j m N m N m N � a m O mr F O O O o o cl 0 o O O i o 0 7 O 2 2 o c E y yF ca N¢¢¢ a p m m a c2 2 o j o m a N ¢Y ma sF a a o %o o Q m N .D CP C "O C (0 00 _ O O N CN J N CN N O . . Z DMZ �U� o°)w°m UCnuJd �o 0 0 N Q Cn (n O O f6 2 C 00 O m D� u; rn= 00 c �Lf) c rnt� o E �L0 NO N Y p m m N n m n O O n O C 00 V m m t� N m N m m N Q 0 Qf 0Oi O y C 0 0 0 0 IL m v �0 a rn v m m o o? v n m N 0 'a. Cf O N r M 01 N (U N (O O O O a 0 O t C 2 v n m N N P! 0 m N O O U) N c� �- O) m m N O O R I- M Ui O aU N O O O J N N N Y O O O O 0 E o F o 0 0 0 0 0 0 0 0 0 0 o o I - j o 0 V N IOO N th m Q f N O y0 0 0 0 0I I t I I I a I a m N a o C N m M r%: n u) t7 N O O C O N m p V; O O a�0 = L N O O Z 2 m w V n m M w m IN n m O O U N m M N r m N O O F aN- Oni p O O N f6 0 Jm r m �O N N t"1 N O O O O O O `V m fD O L OR O'7 O O O O O D O 20 m n c n cs T O m m N m O Oi O o a a y 0 0 0 0 0 i p a Ui a' o6 m n 0 m 0 C v umi umi m m a� 0 0 K N D m lV O O O O C � a G J N 2 m m N N N 7 N M N N O tt�VV N O p L N O V m m n N m 0 O O O O LL� J c- m m m n m Or 0 0 0 O O O O O r 0 E o o 7 0 0 0 m 'N " °' n m m a 0 rn n m m O Q C N ,mv tV m O O a 0 0 0 0 0 0 0 0 O 0 O 0 O 0 O N O a J N — W V O m n m m OmD 0 n M m m O F 7 amp N W O O m N N m m ej m m 0 m N N O j Ol m m m m T O O N n lV (V O E o F o 0 0 0 0 0 o g o 0 0 o O 8 d x Y a m 2 E 2 v 0 o y mw n. a n. a m u. r m •� .. F t rn y a 9 x o- m a coi v F a o a j - m j c_2 z2 �� m a m m cV fV lV fV o o (b U7~ Q~ N d N p, j U m Q 'm a in a O m v C W O O � N N J N N N O N N Z�OCZ � UrnU)a U O CO O O 9� N N Ow O'j w0 Q CA U) O rn m� a?m S c� N r �= cco c J O O m� E N N ly O ce� ~ N N N N m N m d t7 N rl O O O N p N C m m m m m fD m r a) N N O O O O Ci Q H m G m W a m 0 0 0 0 0 1 1 1 3 1 1 1 1 L I t I1 O D. Lao V N 1� 0 � m O O O o a m m v of N r N m N^ p O p O p O K= R G a m 0 a L m M N y r m m O O fn L Ld np r c6 O 0 C m E o j o m mo m m mUjo M no: m a cn 0 0 0 0 Q Fo- m a m 0 0 0 0 0I I I F I I i I I I I 1 O a iS1 m m m O 0 0 O O o O O q 9 Dt cr- N N N N t�l r m O 0 O 0 O O O G a a�M N O Ln a 2 N! o n m m m� 0 v o 0 Z r N N N 0 0 G O CI O O N m m C � r o ryw� N p0 m m O Q L- E o o 0 0 0 0 0o c o 0 0 0 o o � j o cq N N N Li m Q� N Vm O t� ^, a 9 � a J_ fay m V r r N m m m rER O yi F t0+1 b N m 'O 0 N O m vl 0 L m Op H m N N N C) p A V V N O Q O C O E a F o 0 0 0 0 0 0 0 0 0 o o o o w (� m m N ER m 20 r m N N (U m m O O C p N m m IL m m m a c� 0 0 0 m m ro �i o m m v n o o 0 00 0 o= co a m m 0 FN t7 N m V IV m O O O N ONl O O N a7 m m cn m r N m O O t+l O O O O O O D p 0 O O O O � O a 0 2 •� u 2 v o o c m E w ~ c ma S a a a a m a u_ t m �' yx .0a I- m 2 L m o •c ma w u 0 3 m " m c o F J m o� m coi a 0 a J m 7 cF ? CF w a v M V' 7 7 H o fq Q N G Q m T IL e\' "O O >O 0) c v C W [6 � O O N N J (\ N CVO O �N 4?0 Z OCZ cU N U Cl) U)a U O C O O ro q�t N U O O'= w N Q U) U) O 2� c00 Orn ) �2 Goo c JLO C Or� O E CLO U) �� Y p w F O N O N O O O N O Opi N m o o< M o `^ o O o c o m N 0 M M O n0 W m ap fM0 < °i cci m 0 7 O QF- M < t'� m O � O � yu o 0 0 0I t I I I I Fo EL la M O t`1 mO M 0 6 0 G M O O a o M 0 eq N m0 00 J Y V N N m p 0< O O Q N 0 E o jCLN o dm' N fNO N N M m N O N ° O QH O N O O O O yo 0 0 1 L I I L t I t F F I I Fo a o C � p ° Q IO m U Z N N 7 N < O p O O 0 O ° O O O N F N r O p p O O r O O w< F" a 0< O< m< O 0 O O ° O p O O O N 0 0° O O O O TO y �[ dg m v m m �- m< o m M o m N m m m p V N O QI- •�- fM° m O N p O O O ^` LL IL M Y m V Y O O 0 O O QO? K N m 0< O o O N C 0 J C m > 2 n r m< m^ M > m O T O N M m m O p M N O O O O .0 L N m N M<< M p O O O O O O J N< m M N O m p p O O O O O E o F o 0 0 0 0 0 o o$ o CO m N 0 O O Q V°- < ,Q. Omi 0 O O O 0 a O O O a t m O N p p � O O O O O O O N O O J_ W 2 O Y N c'! O n m M N O Y m O M O O F < N O A O O O O O J m N V m O M N M M p o O O O O N sf < O N O 0 0 ° O O O O O E o F O O O O O 6 j O 2 y 0:° mma ev w o n m«= c —mo mu m iV O C CFU d N o Q aNzRQ m e °. :a C c0 E L (6 v °o °D 3 0 O� N C N N NO N Z OCca cV c� UlA(na U O C O CD _o (0 d m w N O oa QU) U)o G) rn m� m = E m DOD �Lo �= C W C� J L C O)t� O E CLO a) Y oN 12 O N O O m N m N m m p N P O m N M m m H M m< m N m n m m m n d d P m C P a`�'-• m W n M 0 0 m N O N m n W ¢� m m °r � � m� �i m m r� m m m m io m P m m O W N m m m W N M P m r, P m m m N r n n N m m m m M m r m m m M N a 0 0 m 0 0 0 0 0 0 0 0 0 f0 0 0 O G G m O Om mO O a O O O u G O O 0 m p a P o a 0 0 0 0 0 0 0 o a 0 0 1 0 0 0 0 0 0 0 0 W 3 0 0 0 0<< N< a 0 a< a a M v O t 2 W m O p O O N P m m m m C (n r mm N m m m m O m P m m O N m m^^ m m M yy R m m Y1 N J0 0 0 0 0< O< 0 0 0< p 0 0 0 0< 0 0 0< O O m a m< O< O N O O E F o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a -tJ t o o 'o o o n o a p o o a a 0 0 o 0 o o 7 N N n� n m m ¢ H N m M Q m< m m m m M � m m �� ��< �� � O p^ 0� `M-• N y 0 0 0 0 0 0 0 6 0 0 C O O O O O O O O G G O O a m G 0 0 0 O 0 0 0 O a t og a C CZ 2 W O m ••pp m n W M m n m �p {V P m M m m m M m m P 2 N m r P r m m N M P m O� m m< M si N< < a< a M O M^ m N K Q N O O O a 0 0 01 0 0 0 a 0< a< O N< O< `QV O N<< N N m<< 0 �+ E C F O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a o 0 0 0 o O o N � QOV G y G o 0 0 0 0 0 •_ o G o 0 o G< o � a L aC < O< O N O O N 0 0 0< 0 0 0< < 0 0 0<< N O< P O O O O O< O c � � m 2 3 0 0 0 0 o a o 0 0 0 0 0 0 0 a 0 0 0 0 0 0 o 0 0 a 0 0 0 o a o 0 0 0 0 0 J M< P M P m N O N m O N Q E H O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a o 0 0 0 0 0 0 0 0 0 0 0 m G O J O O O G O O O G O 0 0 0 0 0 0 0 O O O O O G O O O O O O G O O O a K 0 0 0 0 0< O m y � Y O A � a m tW H o 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a o 0 0 0 U o p o 0 0 0 0 0 0 o p o 0 0 o O o 0 0 o O o 0 0 0 0 0 0 0< o o< o o< E F o o a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a 0 a 0 a o o 0 o 0 0 D E < o<<< o o - 0. EL� o o j= ¢¢ �- a¢¢¢ ¢¢¢¢ a a a a H a a a a a a a a t- a a a. a H M P O M PO • ' •n O M P O O C140 inO VN m O N N N IN p (p {p 2 2 2: 2 2 2 2 U' O N V r r V o O o m m � m in to N N O O M O 0 O 0 O O O O O O O 0 O O O N N O O O O O m r o O O O 0 C; 0 o m 0 0 0 0 W N N O N W cq O O O N m p O 0 O O O O O N 0 O O O N m N N m N pi M O � O O N M M O 0 0 0 O O O O O 6 0 0 O O N N V m O O O .- N W O O O O O O O O OO' T 0 m C m N 0 p O O Q 0 0 0 O O O r O O O O W m N p O O O O O O 0 0 0 O O N O p O 0 O O O O O O O 00 p CS N p 0 0 0 O O m 0 0 0 0 o r o r o 0 0 0 0 o a o 0 0 0 0 0 0 o r o r o r 0 0 'o o c a m a C t ti U u N wo b (0 t Or J C mW N U O U J mW m :C UI 'O Q J G .0U 6~ a o iz J¢~ U �7 W �. C C� C L (0 v a O 00 3 0 p� N c N N O N ch ui ZOCZ ) .. cOr m O w UcgU)n. W U O C O O O �q�T N O a3 N 0'5 w0 Q CO fn O ma m (6 N C OD = Mc. W n �= C W c JL C mn O C LO E a) Y p F v m y C4 voi m m N w 0 o 0 0 C O O p O p Q f m O O O O y o 0 0 0 a a L p 0 o a o 0 0 0 0 . 0 1 p . K J 0 a 0 0 0 c 2 m m w p i. r u{ m p o 0 U m 0 0 m m aD m o p 0 0 0 F w m 0 0 0 M N 0 O O O p p J O O O O p p O 0 p 0 O p 0 O 0 E o 0 0 0 0 0 0 j o Oo 0 cl r N N m r ry IV O O O QH O N ON i a 0 0 M 0 0 IL a p 0 0 S 0 0 N p N p 00 p0 00 O CS p p Qa n° d, Z n m c 0 voi MN m m N w N O 0 O r p� m p N N 0 0 0 a- p 0 O 0 O O O O p 0 p O ON L Oo 0 0 0 0 0 0$ 0 0 0 o o D 2 (V 6 0 l7 (O 1p (D 10 N p o O O O p O (Q `- cd m �U O O O a a o 0 0 0 0 a 0 0 O O N O N ry 6 N p O Q 0 p0 O O O Q C o J C 0 a € a p 3 F o 0 0 0 0 o a o o o o o o L J c N c n p p O O m O m O p E o j 0 � p a o 0 0 0 0 0 o p 0 0 o o 0 0 0 0 0 y o a o 0 00 a 0 0 OI O N O m �' 0 p p 0 p p O p O O O 0 O O O 0 0 n. m m O 2 LW O O O O O p 0 . p f U 0 o J O O O O O p p 0 p O p O E o F o 0 0 0 0 0 0 0 0 0 0 0 o j 0 N 2C 2 N o Oa: C c F. Q Q Q Q« L~ O Ip O C�Y 2 A 2 W V C W no id J) m� 5 Q� - m w a y a w a m C .c 'O K v O OD 3 0 O� N C (V N NO N O N Z 0 OOZ �Ut m Ufnfnd co 0 _O O .O-• N O'er c6 QN U)O�j mI, m� 2 m 'E� U LO = C So m = C mLoO E Y mffl H 0 N r m R fO 0 w w � N m IIIII V a O 0 n c m m c 0^< m m 0 O h m m N N fV r [V N O O O QF p p Obi y 0 0 0 0 0 O a 10 rn 0 0 00 0 a o 0 0 0 0 o o 0 0 0 o o d a 0 a t O h a V1 L Q �pp t� m N N r N O N fm0 (mD O oD of [V fV O O 0 J0 0 0 0 0 0 0 00 0 O O c E 0 0 0 0 0 0 0 0 0 0 0 j o lie@ m m N m m o OR d0 m m m m U i� m N 6 r N N O N O a m o 0 0 o cI I T F I I I I I I o a IV t m o o N IT n N o r o 0 0 0 0 0 0 0 0 o o a C Q Cp Z N �p N m r tV N m N m O O L m O� aNp m 1� fD �j tV O O O � m N O� N (0 0 Q L E 0 2 Y m o NO 20 O O N (O m M 0 0 p 0 O O O O O QI- o a o vo 00I I I 1 4 F 3 3 1 10 EL �1C o 0 C `0O O O '- e- ' 00 O 0 O 0 O 0 O 0 0 � � � o m a m o �N �2 C � r 0 0 0 N N p 0 0 0 0 O 0 O 0 fmQ' O E 0 0 0 0 0 0 0 0 0 0 0 0 0 o D o 0 o' `�° 0 o. 0 0 0 0 0 0 0 0 0 0 o ' QF O o a m o 0 0 � � • o a o 0 0 0 0 0 0 o m 0 0 o O Km Y 0 O � N Q 0 N W O O O O O L F � U 0 0 o 0 0 0 0 0 0 0 0 0 0 o o � o o m E t w �w mm a m a. a LL r o, L r m '« F g y 'c a 00 m a m c_ 2 2 K 0 .m- coi v Fo- ° o j m m r v u v w iio. e o u5 9 Q~ U 00 w a N Q o o a m C E L N a 0 00 3 0 p7 N C (V N ai o Zv�o OOZ cOr O UU)cna U O C O O co UD O'56 Q U) fn O d] N p N� c0 E. W = N �c 0) ° n 01= qct C p7 C JLO C �LOO E Y o Of cl h lo O O O O C N m m 0 0 'a' m cn m N c� O o O o O QH m p o m �j v 0 0 0 0 0 MR r o 0 0<< 0 0 0 0 0 0 0 0 0 0 0<$ a 0 p 0 rD n m m m m O1 w �i m ri m o 0 0 0 0 emn 0 m m 0 0 o 0 O O O 0 0 0 tp NLQ N N 0 0 O 0 J O O O O O O O 0 'u d' o 0 0 0 0 0 o 0 0 0 j o mo0 ? N T m N p. N N m V r N o O Q F p i( T O O O O v m 0 0 0 0 0 a L C p V m < 0 7 N N n A 00 0 0 0 0 O 0 O ct G <0 0 a�� op a {() 3 d rn p 2O44: Z N N m O m V N m p wr c`1 O o O o O N M 0 (� 0 0 JO< O < N p N C; 0 0 0 0 0 0 O O 0 E 0 p F 0 0 0 a o 0 0 o 0 0 0 o j O = Y 0ci 00 o<< o n o cm fO m< a o 0 0 0 0 � o a }I N O I L J I I t f t t I I I I - o C� C T N C O< N O M cj Q M N pj O 0 O 0 O 0 > C K O v o cn m O P C 0 a m G N o 0 0 0 0 0 0 p 0 0 0 0 0 o N3 � o L m 0 J< o M O Y r 0 �+mj V ci O 0 0 0 O 0 O 0 � r O E o F 0 0 0 0 0 0 0 0 0 0 0 0 0 o N 0 O O O O<< O N N 0 0 O 0 O 0 O Qf- O O O O O a w 0 0 0 0 0 O a L O O<< O N ci C4 N N p 0 0 0 0 0 0 O 0 V Y C c0 a a L W 0 U 0 Jo 0 0 0 0 0 0 p 0 O O O O O E o F o 0 0 0 0 0 0 0 0 0 0 0 o j O m > 2 o SZ Ey rN a rn v~ J)Y OV cm m ma2 o 2 mcv 2 p a j mu� v v v r o 5 v aei o a o In m l0 v o 00 3 0 p� N C (V N N O 1p UI w�' Z OQZ �U o m Ucoc)d Ci O co CD _ (6 d y co Ow N Q� CAo _� �00 C LO O) u ^ �= C co c J L O 7)Lo E y Y O r r r r r<< r r r r r r< r < < r r r C p•�N, r N m M W O W IIWi M W W ¢ m O O G O O O O 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O EL m t m 0 0 0 0 0 0 0 0 o a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a o a o 0 0 0 0 a a D t O 2 O W W N In 0 Q M Q Ol m W I� m N M N W O N m N M a m f� N W tQV co 7 0 0 0<< N O O N O N O Q O r N N r O O M 0< Jr 0< O O r O r 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D 0 O m N W M c09 a O O O O O O O O O O G 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O a a f0 O N O M Q Q a po 3 a 0 m0 0 0 0 a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a+ E 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a o 0 0 0 0 o a o 0 Fes. D N N M N M M M N M O O< Q I N r r N W N r r O Q M O N r W M < N M Ol Q M Qo m 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a o 0 0 0 0 00 0 0 0 0 0 a o 0 0 a 0 0 0 IL L N O O N r 0 0 0 r O O N O N O r 0 0< N O 0 M a 0 0 0 O O r r O r r r❑� c a m y m3 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 FL2- m N M W N< M N W M O o r Q dq J E 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a« 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ¢0 II o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o G a a p m o 0 0 0 0 0 o a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a c m Y 0 10 a m o m W t 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O O O O O a 0 0 0 0 0 0 0 0 0 L 1- U m 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 J E F 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 E o rG i o O Y i o rL o cG o rL o o i a a a a t- a a a a r a a a a h a a a a t- a s f- O O Ill O W a II Y O •C K a 0 M Q •C w O M Q •C c o M Qc a O c M Q O r M Q G< M Q O r M Q m W W W a m (`l lV N N O M M M M O Q Q a Rif O IA Ifl In lt) O U' S S S S = S S s m � O O uni M .- 0 of O t� V N coo M N co O o O m n M i0 p O O O O N tND O N O W CD elO N N V O O O O O M D n N 0) O O O O M O d' O O O O O O N fp Nry N � O O 0 0 0 O O O O � O O M C4 ORO O O O o O ._ W m i O tV N O W O N O a O O r T O O O O O O O O O O O � O O O M m r tV tV O o O O O O O O O O O � O O O� � O O 0 0 0 O O O O � O O 0 0 O O O O � O 6 O n 0 0 O O O O O O Y N O n N C L OI W y u NY V jY O UIm 10 U TO J m a~ o o d1 N~ J QF `mom an d a m a s � a m v N v Q' o co 0 p� N C N N N O Z OCZ U a) o a) M o:�� UlnfAa W U O CO O O N� N O � N Q� U)C) a N p N� N !L = N C a0 O N n Soo m = C_ J LO COC �LO G C O N Y N 39 R 7 m m m m N o O O O tel C a fD a0 m O a r W W W m W a a O a ¢� W m W 0 a' o y 0 0 0 0 0 a L 0 0 0 0 0 o r a r o r R d a O t o v CO 0 0 0 N Vt .2c m of of m m m 0 0 0 0 0 0 K H m m n o 0 m 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a o a a a 0 0ci a o 0 0 0 j 0 d A v m v �` 0 m 0 v m v 0 N V 1� m N N N O O O ¢I- m o m a 0 0 0 0 0 0 i r r O a L p a O O O � O � � 0 N 0 0 CS 0 00 O a0 O m Y+ 0 Z a n �}} V r O N< 1- 0 ry m m N N o O F ONi �J (6 O JO O O O O p 0 0 O O r O r O r Q L O j o N 0 r a7 m t7 t7 O O O O O O QF lV O1 aG W a C a o 0 oI I F I I I r I r I 1 a K O N 0 M a M m0 0 0 a O O G O Q C N o C � a C F- o L o a a m N M m ui r W ao o a 0 0 0 0 E 0 F o 0 0 0 0 0 0 0 0 0 o r o r a r D o m 0 G 0 0 0 0 o r o r o r 0 y o 0 0 0 r r r o a m rn 0 O a o 0 0 0 0 0 0 0 0 0 o r o r o r c c v v m a W o 0 0 0 o p 0 0 0 0 0 0 0 L F O U 0 a o 0 0 0 0 0 $ o 0 o r o r o r 0 E o F o 0 0 0 0 0 0 0 0 o a O r o r j 0 Y a 0 o0 c E t '" m F �w 12- mrn `m_ E Q Q Q Q as LL 0 0•�- F m J a U .O. O S m C CF 'CF 7 10 01 m ti r < a m a CLCL Noe, ¢ a m l6 v a o co 3 0 p7 N C N N O N 6tp0 z OOZ �Utf o o .= M UCn(na CC�j O M dam' U O 4D N O'j (6 QU) (n0 0) t`-0 N0) _ 'Ecb N O uo c cmv_S� m= co a� c JL a'~ O 0 c LO om o Y o 0 aF- o v 0 u°ii n m m h < Ul m N < N< M O O O C C; M W V i() tma N W N fO m O a F tMV Y O OMi t�i O 0 y0 0 0 1 t f Ip a r o m o 0 0 0 0 0 0 0 0 0 0 p o a 0 0 c fn a m N f0 V' v 0 ai O m t0 W O 0 N m tV m O 0 O O 0 O O << N to M N O O O O O O p O J O 0 O Q D 0 0 0 cl o 0 0 0 o al 0 0 0 0 o 0 0 0 0 v m OI N p d I( m w M 1� m N fU �a M N 0 QF M N 0 M 0 y 0 0 0 0 1 zO a L p N b N Op O G p 00 00 00 2 p p M o o0 O C Z L M(p m Ol (a O N T m ODD N m N m N M N p I- M M M 0 M 0 0 0 N� v JO O O O O a O p 0 Q L OF o 0 0 0 0 0 0 0 0 0 o o 0 2 Qp N<< N W O' tp D O D O O ck O O 0 O 0 a 9 � a om 0 N a p M o 0 Cc a O p p 00 p M C; O ❑ _ p 3 �m F 0 0 0 0 0 0 00 0 0 0 0 0 0 C L O O 00 OO N O O N O tp p N V p 0 p 0 O O 0 r 0 E o F o 0 0 0 0 0 0$ o 0 0 o o j 0 0 no 0 0 0 0 0 a$ 0 0 o o 0 a� a y O O O 0 0 a p 0 0 0 0 0 0 6 0 0 0 1 o Sam c 0 m a n 0 W F o 0 0 0 0 o a o 0 0 0 o o U o 0 JO O O O O Q a p 0 O O i O O i 0 E o F o 0 0 0 0 0 0 Q 0 0 0 o o M o m 2 c 2 v m a m t F a a a a m �' m L r v 3 x m m o m J m mF a 3 m f m a R' v m a H T m e d y a 'm N _ 3 a m a a o m a m a OR C 0] a c6 v a 00 O 3 0 p7 N C (V � N U O LO Nm0 Z OCIZ CD o cu Uv>v>a 07 Ci O C O O _O O O'j [6 Q to in O v rn 2 �CD vi LO �= CCO m — J LO O rn� 0 C LO CD Y Ct ~ N m N m W m N V' O Ol O O O N O prj C ME M a0 OO m N e N m g m N t' O O O O O ID m 0 0 0 0 I 0 a 0 0 0 m o 0 0 0 0 0 0 0 0 0 0 a 0 0 L a OO NO C (0 .G m O O m A vII aq M N O O O O O iR � � o o 0 N0 N O O O O 0? 0 7 O N '1' 0 0 0 0 [J O 0 O O J O E o 0 0 0 0 0 0 0 0 0 0 0 0 o N N n m r� C0 0 m N QF V .n w O m a m 0 0 0 0 0 1 p I I 0 a � a m r? 00 c 0 p O H N O N O O c; 00 pp3 Y lL O` m f0 h f0 fmD m m N O O Z V L N N p; w O1 O O O K F- V T N o A O O \J O L E o 7 o 0 o 0 0 0 0 0 0 0 0 0 0 0 � o d0 O m O N O 0 0 0 O O O O O QF O 0 0 � a o 0 � N O 0 0 O O O 0 O O 0 c � G p�m3 F 00oa000c! o a o o C L O O 00 00 p O N O p O O J m r ci E o 0 0 0 0 0 0 0 0 0 0 0 o o o 0 ao 0 0 0 0 o a o QH o a C 0 C3 U O. 0 0 0 O 0 o 0 0 O O . O . O . c� 0 0 Y 0 N O N N O O O O O O N p O O O O . O . O LW F o U 0 J O o 0 0 0 p 0 0 O O . 0 . 0 O E o m ' o 0 0 0 0 0 0 0 0 0 0 o o o u u a a 2 j d o c o c F- N H mU m e a a a a m 0 a u_ L O. 00 0 d Y o 3m _ p o u e J J m 2 2 0 m a ? O m 0 a 7 C W ZE p ir U7 Q a o m 0 a o Q L "O (0 a 00 o 3 0 m N C N N 04 N O � Z 0 OOZ cU� o UU)cna U O C O O _O co N V to O a) N 0.3 Q cn cn O rn C7) m� = C: W W C 0 D)CY) N UM) C n O= CCO c JL C On. O E CLO a) Y o Of O m W n m u1 m m M m m M m m O n Q N N N ro m C Q O.m N W M M m m O m Q m N m W O N M N O N W m Q O O N O Q m N O n m W mO M m m n m m W m nm m m N N v m o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 u 0 0 0 0 0 0 IL 0 0 0 0 0 v 0 V a 0 0 0 0 0 0 0 0 a 0 0 0 O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 a a 0 0 a O Km K j ° 0 O L (n 2 O Q O m Q n N m m M 0 m m N c m m n N M W Q m M N m N nn W N am0 N m m N W N m m m Q m m N m m E I'- 0 0 0 0 0 0 o a 0 0 0 0 0 0 0 0 0 o ,ri 0 0 o a o o 0 0 0 0 o a o 0 0 0 0 7 W N r W M ill m O M O Q m m M M O O M M 0 0 m 0 pMj m N N 0 0 0 0 0 0 0 0 0 0 0 0 0 0M 0 0 a0 0 0 o a o 0 n 0 0 0 (L 0 0 0 0 0 0 M O V < N n � M O N< O a M Q O Q Q< W O O n _m cc O O O M< N W O M Q< m N M K m v a ° 2 Z m m m m N m IO o o M n 0 M m 'l M W o n M n n N m N N n M W m 10 m m m f` 0 W M ar N MQ a ic Ft- N M Q m m w m m m M Opl < N m Q M m O o O O O a 0 0 a O 0 0 O 0 O a O 0 0 a O a 0 -r E C �7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N D Q 0 m m W n m :a m W n m N m n Q m N am m Q W n m W m Q Q N n Q; m w m cO C y o o c o n o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a a 0 0 0 = a 0 0 0 0 0 0 0 L v M n Q r, n Q n m N W Q m m N W m N Q M M W N m n M M m n pp c N n N Q W Q o` m O t m w 3 r o a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 E r o 0 0 0 0 0 0 0 0 0 o p o 0 0 0 0 0 o a o 0 0 0 0 0 0 0 0 0 0 0 0 0 o a am o o a o 0 o 0 0 0 0 0 0 0 o p o<< o 0 0 0 0 0 ¢ H o a 0 0 0 0 0 0 0 0 0< y G O 0 0 0 0 0 0 0 0 0 O 0 0 0 O O O O O O O O O O O O O O 0 0 0 a a N L a � 0 0 0 0 o p o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 o a 0 0 0 0 0 0 o a a 0 0 � m° r m W 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a o 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0<< o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0< c o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 a o 0 0 0 0 a o 0 0 0 0 0 o o o o 2 o F ¢¢ F- ¢¢¢¢ ¢¢¢¢ r a a a a h a m a a h a a a a I- a a a a h a a F O m T O O m a' O m a O< 0 w T O O i0 �+ T 'a M Q c O M Q O M Q K L w p O N O c 0 ifl T 'a O M O M Q p M Q '- O M Q O M Q O c c N <D fD f� f` I� Gp OD Op m m N (V t`! fV O t7 M l7 Nl O `0' 'V O = = = V V' N In 1(1 ul O /� fU S S S 2 C7 r 0 v m ro uNi o 0 0 o 0 0 0 0 0 o a 0 6 N vy N M N N 7N O y n N n N O O O ui CV Of N O O O O O N O O O O O VO' m V o 0 0 0 tV c- tD W O m O O O O O O p N M O T 7 M N O O N 0� O O O O O O O i O O O O N R 0 0 O O O O O V W C nd M Ol N IT N O O O O O O r N 'd N N N 0 O O O O O O O O O O O O O H D O 0 0 O O O O O O O O O O O o a 0 0 0 0 0 o o 0 0 0 0 o 0 0 0 0 0 0 0 0 O o 0 0 0 0 0 0 0 0 0 0 o a 0 0 s a a O Cp C C U V l0 lQ t Qi N j 'C U 0 J m m F- a 1- \ NF- Q Q o o Q m a $ � / \ § C\j E;j0 / OC) j/\/ \ 0 ) \ / o e� )m \f /\ (� :00 f4 / 2\ E ) 0 ƒki- §s/»2km;���;Ct ;�c; „ �f�ƒ��e®@§Q\;§©2 �\)$� ■ , 2 ,�; , , 2 k , �,� 6 q @ <- E kaa.0 �)§ D°22 a,a,;;)„ a,,,a,�,,, �;,;,. o C!a a,0,�,�,,, IL {0/,,0;;§a,,,,,�,,,,, ;;),.,,�.�,�.,, f! t! !_ .@ ƒ =Q«= _=!f,§2Mau �) kf )�\k;k| k� ww ` n < 7® ® ! » { :! 4L7 O L "O l4 v a o co 3 0 p� N C (V N Ui O m ro Z OOZ �V tf o Utnina U O C o 0 � � O'j (6 Q(n GOo V O) o mm _ul �00 O m Nh �= C co a j c JLO C 3'LOO E Y 0 of F m N N !WO fn0 � 001- f0 m N O N cam- N O O O N h r 0 N Op N N N m N N O O QF O c;W a 0 0 0 0 0 1 1 1 r I I r p I t 0 a m 0 0 o a 0 0 0 0 0 0 0 0 0 0 r o K cci2 0 0 0 a L p3p3OO� C tlJ ((pp Y 7 W m r N W O 0 L C ry m N O O R r Cn1 O N O�j O O O � N ^o �- � `- ui o O d O o E o F o 0 0 0 0 0 0$ 0 O 0 r 0 r 0 r j o _ o 00 O-O N m w m u$ m N f� r N m O o O QH M w G 7 m a m o 0 u 0 1 1 1 1 T I o a w m o 0 0 0 0 0 00 0 00 o r m Z L N n m Y N m N W o a umi m W m `N-' r M O O (a o � J O O O O O 0 � O O O r O r O r O Q L p O O O O O p O O o r O r 0 r p j 0 2 O O O O W d a a m 0 W v1 N V O O O O O OC cr- N O" 0 O O � O 0 m o F o 0 0 0 0 0 0 0 0 0 0 0 0 C 0 ^ o o 0 CR m O 0 o O 0 O O O r � C; E o Fl-0 o o o o 0 0 o o o r o r o r 0 � o 0 0 0 0 0 N c; O O o O o O QI- O O G O y 0 0 0 0 0 O a rn 0 0 0 oa 0 0 0 0 0 0 0 0 o r 0 o r W g o c o m .a m O W O 0 0 0 0 0 0 p o 0 0 0 r 0 r o r 0 N m G 0 O O O J 010 0 a- .- O `- O 0 0 O O O O O O O O O E o � j o 2 r 2 a o c c m jm K -« F a a a a a H v S u o m m E m .c o n v 2° a m 7 c2 m r2 u�° m o m �°- j m m N N N N �- m� 0 Q� U m m R N a 1 N o a m o a e N O L "O m v o eo o C) 2� O p� N C N N N O �mm.. Z OQZ �Vtfo UCnCnd d o C O O CD c6 IT O w m O'j (a QISOOP C/) fn0 f6 CD N CY) `a = �� En 00 D) N� C J Lr) C mLo E N m Y o of m F O O N N < OI N r O O C p N m H N m m O (mil m w �pqq: m N M O O O O OO Q O m y o 0 0 0 0 a o a m 0 o o 0 o O p 0 6 o 0 o 0 r O m�p M m p O m L K m OMO O O OrD M m lV M O O O O O F op M C M m cl m 00 00 J m m � M a Ii m I� < N 0 O 0 o 0 0 0 0 0 0 0 0 0 0 o'er, o , j o dR N< M r 0 r m m r o 0 N � p p F< o o 0 m o p p 0 a Ca t (Olr o o M r o 0 0 O M '- N m< m �- �O O O O G p O m O O O o a ,^ YJ p L YV' C L O NOrOO N n ele N 0 M r O O Z cN- m p m M O O Q: F- < 'd' W INII O O O M �e � g O p 0 O o Q L 0 , o 2 Y NN a p m m Ol V N r N N N O q o a � a > m m r M N N m M N 0 O o Q = K O O O O 0 N m 0 C L O O 00 00 m O D O O O r N 0 E o F o 0 0 0 0 0 o j o 0 ¢° 0 v a o 0 0 0 , , p a L O o O 0 o a o 0 0 0 0 o p o 0:o c o m m W o F 0 0 0 0 0 d 0 O E o n o 0 0 0 0 j o U 2 U 2 p U C L c F a a a a m LL °J t w m d�.`e H m m wv m L a 'c v 3u o u m w v o m 2 0 (L � m m> mo m 1°- r2 m a N T in m a00 n ¢ Site flan O� aA aroUwAdWvfY w(wwCtts)ra&Iamui*MpaadsS�,� aiinN rn v � Aei-Mim Ntl1dN01 N3WI0 sa �_ U g� a 0 - ----------- -- -OMJ QOOMONN Hl�JON 3 Level of Service Criteria LEVEL OF SERVICE CRITERIA A Favorable progression. Most vehicles arrive during the <10 green indication and travel through the intersection without stopping. B Good progression, with more vehicles stopping than for >10 - 20 Level of Service A. C Individual cycle failures (i.e., one or more queued vehicles >20 - 35 are not able to depart as a result of insufficient capacity during the cycle) may begin to appear. Number of vehicles stopping is significant, although many vehicles still pass through the intersection without stopping. D The volume -to -capacity ratio is high and either progression >35 - 55 is ineffective or the cycle length is too long. Many vehicles stop and individual cycle failures are noticeable. E Progression is unfavorable. The volume -to -capacity ratio >55 - 80 is high and the cycle length is long. Individual cycle failures are frequent. F The volume -to -capacity ratio is very high, progression is >80.0 very poor, and the cycle length is long. Most cycles fail to clear the queue. C >15-25 D >25-35 E >35-50 F > 50 � Source: Highway Capacity Manual, 2010. Ca�aci sis S Sheets Lanes, Volumes, Timings 1: Curran d Road & IL 120 03/08I2018 _ �.,,-,Q-.. - _ -• ,gsi ..r.f .nt+5� rw.� o. ►arR EVPc�. �7R� air JCIf Lane Configurations '�j �►� ' �► '�, Traffic Volume (vph) 54 593 18 31 368 217 38 164 87 266 205 41 Future Volume (vph) 54 593 18 31 368 217 38 164 87 266 205 41 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 10 12 12 10 12 12 11 13 13 11 14 14 Grade (%) 0% 0% 0% 0% Storage Length (ft) 145 0 155 0 110 0 190 0 Storage Lprres 1 0 1 0 1 0 1, 0 Taper Length (ft) 135 110 95 130 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1400 1.00 Ped Bike Factor Fri: 0.996 0.944 0.948 0.975 Fit Protected 0,950 UK 0.950 0.950 Satd. Flow (prot) 1491 3392 0 1636 3234 0 1616 1802 0 1694 1912 0 Fit Permitted 0.242 0.270 0.583 0.253 Satd. Flow (perm) 380 3392 0 465 3234 0 991 1802 0 451 1912 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 3 141 23 9 Link Speed (mph) 45 45 35 35 Link Distance (ft) 1344 1298 661 559 Travel Time (s) 2004 19.7 12.9 10.9 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles(%) 13% 5% 39% 3% 5% 6% 8% 4% 2% 3% 1% 15% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 64 719 0 36 688 0 45 295 0 313 289 0 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 2 6 8 4 Detector Phase 5 2 1 6 3 8 7 4 Switch Phase Minimum Initial (s) 3.0 15.0 3.0 15.0 3,0 8.0 3.0 8.0 Minimum Split (s) 7.0 21.0 7.0 21.0 7.0 14.0 7.0 14.0 Total Split (s) 13.0 45.0 13.0 45.0 12.0 25.0 17,0 30.0 Total Split (%) 13.0% 45.0% 13.0% 45.0% 12.0% 25.0% 17.0% 30.0% Yellow Time (s) 3.5 4.5 3.5 4.5 3.5 4.5 3.5 4,5 All -Red Time (s) 0.5 1.5 0.5 1.5 0.5 1.5 0.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 6.0 4.0 6.0 4.0 6.0 4.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Min None C-Min None None None None Act Effct Green (s) 45.1 37.9 42.9 34.9 28.1 18.5 45.1 35.6 Actuated g/C Ratio 0.45 0.38 0.43 0.35 0.28 0.18 0.45 0.36 18-044 - IL 120 Speedway McHenry Synchro 9 Report AM Existing Lanes, Volumes, Timings 1: Curran Road/Ringwood Road & IL 120 03/08/2018 La E IERT EIR W9l - VV8T WBEt R& F W v/c Ratio 0.25 0.56 0.13 0.56 0.14 0.84 0.68 0.42 Control Delay 16.4 27.0 14.6 23.0 1960 57.6 29.6 28.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 16.4 27.0 14.6 23.0 19.0 57.6 29,6 28.7 LOS B C B C B E C C Approach Delay 26.1 22.6 52.5 29.2 Approach LOS C C D C Queue Length 50th (ft) 22 204 12 155 15 168 127 140 Queue Length 95th (ft) 38 225 25 177 38 #274 #237 231 Internal Link Dist (ft) 1264 1218 581 479 Turn Bay Length (ft) 145 155 110 190 Base Capacity (vph) 271 1369 310 1388 338 363 458 686 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 0.24 0.53 0,12 0.50 0.13 0.81 0.68 0.42 Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 42 (42%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 60 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.84 Intersection Signal Delay: 29.5 Intersection LOS: C Intersection Capacity Utilization 65.8% 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. Road & IL 120 18-044 - IL 120 Speedway -McHenry Synchro 9 Report AM Existing Lanes, Volumes, Timings 1: Curran Road/Ringwood Road & IL 120 03/08/2018 -. - t `► ,� Lane Configurations I T" I T1+ 1 V11 "149 Traffic Volume (vph) 55 511 55 113 622 235 60 250 83 179 187 28 Future Volume (vph) 55 511 55 113 622 235 60 250 83 179 187 28 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 10 12 12 10 12 12 11 13 13 11 14 14 Grade (%) 0% 0% 0% 0% Storage Length (ft) 145 0 155 0 110 0 190 0 Storage Lanes 1 4, 1 0 1 0 1 0 Taper Length (ft) 135 110 95 130 Lane Util, Factor 1200 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Fff 0.985 0.959 0.963 0.981 Flt Protected 0.950 0.950 0.950 0,950 Satd. Flow (prot) 1574 3409 0 1604 3323 0 1312 1877 0 1711 1927 0 Flt Permitted 0,228 0.336 0.622 0.231 Satd. Flow (perm) 378 3409 0 567 3323 0 859 1877 0 416 1927 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 12 57 15 7 Link Speed (mph) 45 45 35 35 Link Distance (ft) 1344 1298 661 559 Travel Time (s) 2004 19.7 12.9 10.9 Conlin Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Growth Factor 100% 100% 100% 100% 100% 100% 100°% 100% 100% 100% 100% 100% Heavy Vehicles (%) 7% 4% 7% 5% 5% 2% 33% 1 % 0% 2% 1 % 18% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 56 572 0 114 865 0 61 337 0 181 217 0 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 2 6 8 4 Detector Phase 5 2 1 6 3 8 7 4 Switch Phase Minimum Initial (s) 3.0 15.0 3.0 15.0 3.0 8.0 3.0 8.0 Minimum Split (s) 7.0 21.0 7.0 21.0 7.0 14.0 7.0 14.0 Total Split (s) 13.0 45.0 15.0 47.0 13.0 35.0 15.0 37.0 Total Split (%) 11.8% 40.9% 13.6% 42.7% 11.8% 31,8% 13.6% 33.6% Yellow Time (s) 3.5 4.5 3.5 4.5 3.5 4.5 3.5 4.5 All -Red Time (s) 0.5 1.5 0.5 1.5 0.5 1.5 0.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 6.0 4.0 6.0 4.0 6.0 4.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Min None C-Min None None None None Act Effct Green (s) 53.0 43.2 57.2 47.0 35.3 24.9 4204 30.9 Actuated g/C Ratio 0,48 0.39 0.52 0.43 0.32 0.23 0.39 0.28 18-044 - IL 120 Speedway -McHenry Synchro 9 Report PM Existing Lanes, Volumes, Timings 1: Curran Road/Ringwood Road & IL 120 03/08/2018 - -rd1E f BR VOL WOT WOR N6L NOT NMI 30L` . E*.. AM v/c Ratio 0.21 0.42 0.30 0.60 0.20 0.77 0.59 0.40 Control Delay 15.9 26.1 16.0 26.2 21.9 50.2 30.7 33.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 15.9 261 16.0 26.2 21.9 50.2 30.7 33.6 LOS B C B C C D C C Approach Delay 25.2 25.0 45.8 32.3 Approach LOS C C D C Queue Length 50th (ft) 20 160 42 249 25 213 80 118 Queue Length 95th (ft) 41 211 73 322 54 305 133 190 Internal Link Dist (ft) 1264 1218 581 479 Turn Bay Length (ft) 145 155 110 190 Base Capacity (vph) 284 1350 401 1453 318 505 305 557 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 0.42 0.28 0.60 0.19 0.67 0.59 0.39 Area Type: Other Cycle Length: 110 Actuated Cycle Length: 110 Offset: 0 (0%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 60 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.77 Intersection Signal Delay: 29.7 Intersection LOS: C Intersection Capacity Utilization 72.8% ICU Level of Service C Analysis Period (min)15 18-044 - IL 120 Speedway -McHenry Synchro 9 Report PM Existing HCM 2010 TWSC 2: Ringwood Road & South School Access Intersection Int Delay, s/veh 11.9 ent Il1l$j; WBR NOT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 126 38 187 248 45 386 Future Vol, vehlh 126 38 187 248 45 386 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RI Channelized None - None - None Storage Length 0 0 - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 0 - - 0 Peak Hour Factor 69 69 69 69 69 69 Heavy Vehicles, % 0 0 6 6 9 1 Mvmt Flow 183 55 271 359 65 559 Major/Minor Minor1 Major1 Major2 -� - � - Conflicting Flow All 1141 451 0 0 630 0 Stage 1 451 - - Stage 2 690 - Critical Hdwy 6A 6.2 - - 4.19 - Critical Hdwy Stg 1 5A - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.3 - - 2.281 Pot Cap-1 Maneuver 224 613 - 919 - Stage 1 646 - - - - Stage 2 502 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 201 613 - - 919 Mov Cap-2 Maneuver 201 - - - Stage 1 646 - - - - Stage 2 450 - - Approach WB NB SB HCM Control Delay, s 72 0 1 HCM LOS F Mier LanelMajor Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (vehlh) - - 201 613 919 - HCM Lane VIC Ratio - - 0.909 0.09 0.071 - HCM Control Delay (s) - 90.3 11.5 9.2 0 HCM Lane LOS - - F B A A HCM 95th %tile Q(veh) - 7.2 0.3 0.2 - 03/09/2018 18-044 - IL 120 Speedway -McHenry Synchro 9 Report AM Existing HCM 2010 TWSC 3: Ringwood Road & North School Access 03/09/2018 Int Delay, s/veh 1.5 Lane Configurations Traffic Vol, veh/h 42 13 225 0 0 389 Future Vol, veh/h 42 13 225 0 0 389 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - iwne - None Storage Length 0 0 - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - 0 Peak Hour Factor 69 69 69 69 69 69 Heavy Vehicles, % 29 38 6 0 0 1 Mvmt Flow 61 19 326 0 0 564 MajorlMinor Minor1 Major1 Major2 � Conflicting Flow All 890 326 0 - - - Stage 1 326 - - - - - Stage 2 564 - - - - - Critical Hdwy 6.69 6.58 - - - Critical Hdwy Stg 1 5.69 - - - - Critical Hdwy Stg 2 5.69 - - - - - Follow-up Hdwy 3.761 3.642 - - - Pot Cap-1 Maneuver 281 639 - 0 0 - Stage 1 675 - - 0 0 - Stage 2 519 - - 0 0 - Platoon blocked, % - - Mov Cap-1 Maneuver 281 639 - - - Mov Cap-2 Maneuver 281 - - - - - Stage 1 675 - - - - - Stage 2 519 - - - - Approach WB NB SB HCM Control Delay, s 18.8 0 0 HCM LOS C Minor Lane/Major Mvmt NBTWBLn1WBLn2 SBT Capacity (vehlh) - 281 639 - HCM Lane V/C Ratio - 0.217 0.029 - HCM Control Delay (s) - 21.3 10.8 - HCM Lane LOS - C B - HCM 95th %tile Q(veh) - 0.8 0.1 - 18-044 - IL 120 Speedway -McHenry Synchro 9 Report AM Existing HCM 2010 TWSC 4: Ringwood Road & Sherman Drive ntersection Int Delay, s/veh 0.4 Movemenf WBL WBR NBT NBR SBL SBT Lane Configurations Y t r 4 Traffic Vol, veh/h 14 2 236 2 1 375 Future Vol, veh/h 14 2 236 2 1 375 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 - 65 - Veh in Median Storage, # 0 - 0 - 0 Grade, % 0 - 0 - 0 Peak Hour Factor 83 83 83 83 83 83 Heavy Vehicles, % 7 0 8 0 0 2 Mvmt Flow 17 2 284 2 1 452 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 738 284 0 0 284 0 Stage 1 284 - - - - Stage 2 454 - - Critical Hdwy 6.47 6.2 - - 4.1 - Critical Hdwy Stg 1 5.47 - - - Critical Hdwy Stg 2 5.47 - - - - - Follow-up Hdwy 3.563 3.3 - - 2.2 - Pot Cap-1 Maneuver 378 760 - 1290 - Stage 1 753 - - Stage 2 629 m- - - - Platoon blocked, % - - - Mov CapA Maneuver 378 760 - - 1290 - Mov Cap-2 Maneuver 378 - - - - Stage 1 753 - - - - Stage 2 628 - - - 03109/2018 M.i�or�aOeLMai-ocMvmt NBT NBRWBLn1 SBL SBT �-� Capacity (vehlh) - - 403 1290 - HCM Lane V/C Ratio - - 0.048 0.001 HCM Control Delay (s) - - 14.4 7.8 0 HCM Lane LOS - B A A HCM 95th %tile Q(veh) - - 0.1 0 - 18-044 - IL 120 Speedway -McHenry Synchro 9 Report AM Existing HCM 2010 TWSC 5: Ringwood Road & Chesapeake Drive 03/09/2018 Int Delay, s/veh 0.1 Lane Configurations �r Traffic Vol, veh/h 0 4 1 237 372 0 Future Vol, vehlh 0 4 1 237 372 0 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 83 83 83 83 83 83 Heavy Vehicles, % 0 0 0 8 2 0 Mvmt Flow 0 5 1 286 448 0 Conflicting Flow All 736 448 448 0 0 Stage 1 448 - - - - - Stage 2 288 - - Critical Hdwy 6.4 6.2 4.1 - - Critical Hdwy Stg 1 5.4 - - - - Critical Hdwy Stg 2 5A - - - - Follow-up Hdwy 3.5 3.3 2.2 - - Pot Cap-1 Maneuver 389 615 1123 - - Stage 1 648 - - - Stage 2 766 - - - Platoon blocked, % - - - Mov CapA Maneuver 389 615 1123 - - - Mov Cap-2 Maneuver 389 - - - - Stage 1 648 - - - - - Stage 2 765 - - HCM Control Delay, s 10.9 0 0 HCM LOS B w � Capacity (vehlh) 1123 - 615 - - HCM Lane V/C Ratio 0.001 - 0.008 - HCM Control Delay (s) 8.2 0 10.9 - - HCM Lane LOS A A B - - HCM 95th %tile Q(veh) 0 - 0 - - 18-044 - IL 120 Speedway -McHenry Synchro 9 Report AM Existing HCM 2010 TWSC 6: Ringwood Road & Drive Intersection Int Delay, s/veh 0.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Y t r 4 Traffic Vol, veh/h 9 3 236 1 1 363 Future Vol, veh/h 9 3 236 1 1 363 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 - - 60 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 82 82 82 82 82 82 Heavy Vehicles, % 1 0 8 0 0 2 Mvmt Flow 11 4 288 1 1 443 MajorlMinor Minor1 Major1 Major2 - Conflicting Flow All 733 288 0 0 288 0 Stage 1 288 - - - Stage 2 445 - - Critical Hdwy 6.41 6.2 - - 4.1 - Critical Hdwy Stg 1 5.41 - - - Critical Hdwy Stg 2 5AII - - - - - Follow-up Hdwy 3.509 3.3 - 2.2 Pot Cap-1 Maneuver 389 756 - - 1286 - Stage 1 763 - - - Stage 2 648 - - - - - Platoon blocked, % - Mov Cap-1 Maneuver 389 756 - - 1286 - Mov Cap-2 Maneuver 389 - - - - - Stage 1 763 - - - - - Stage 2 647 - - - - - HCM Control Delay, s 13.4 0 0 HCM LOS B [���1.e1M81a�Mvmt NBT NBRWB_Lp:1. _��l„ SBT Capacity (vehlh) - - 443 1286 - HCM Lane V/C Ratio - - 0.033 0.001 - HCM Control Delay (s) - - 13.4 7.8 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.1 0 - 03/09I2018 18-044 - IL 120 Speedway -McHenry Synchro 9 Report AM Existing HCM 2010 TWSC 7: Ringwood Road & Shore Drive 03/09/2018 Intersection Int Delay, s/veh 0.8 �1 WBL WBR NBT NBR SBL SBT Lane ConliguraLlons 'T T r Traffic Vol, vehlh 16 22 213 26 8 348 Future Vol, vehlh 16 22 213 26 8 348 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized ivone - None - None Storage Length 0 - - 50 - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 0 9 6 19 0 2 Mvmt Flow 19 26 251 31 9 409 MajorlMinor Minor1 Major1 Major2 I Conflicting Flow All 679 251 0 0 251 0 Stage 1 251 - - - - - Stage 2 428 - - - - Critical Hdwy 6A 6.29 - - 4.1 - Critical Hdwy Stg 1 5.4 - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.381 - - 2.2 - Pot Cap-1 Maneuver 420 771 - - 1326 - Stage 1 795 - - - - Stage 2 662 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 416 771 - - 1326 - Mov Cap-2 Maneuver 416 - - - - - Stage 1 795 - - - - - Stage 2 656 - - - - Approach WB NB SB HCM Control Delay, s 11.9 0 0.2 HCM LOS B Minor LanelMaior Mvmt NBT NBRWBLn1 SBL SBT Capacity (vehlh) - - 567 1326 - HCM Lane V/C Ratio - - 0.079 0.007 - HCM Control Delay (s) - 11,9 7.7 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - 0.3 0 - 18-044 - IL 120 Speedway -McHenry Synchro 9 Report AM Existing HCM 2010 TWSC 2: Ringwood Road & South School Access 03/09/2018 Intersection Int Delay, s/veh 1.3 Movement WBL WBR ND NON SBL SBT Lane Configurations , Traffic Vol, veh/h 45 11 471 69 10 349 Future Vol, vehlh 45 11 471 69 10 349 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 0 - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles, % 27 67 2 4 20 3 Mvmt Flow 48 12 506 74 11 375 Major/Minor Minor1 Majorl Major2 Conflicting Flow All 941 544 0 0 581 0 Stage 1 544 - - - Stage 2 397 - Critical Hdwy 6.67 6.87 - - 4.3 Critical Hdwy Stg 1 5.67 - - Critical Hdwy Stg 2 5.67 - - - - Follow-up Hdwy 3.743 3.903 - 2.38 - Pot Cap-1 Maneuver 264 432 - 910 - Stage 1 535 - - - - Stage 2 628 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 260 432 - 910 - Mov Cap-2 Maneuver 260 - - Stage 1 535 - - - Stage 2 619 - - - - Approach WB NB SB HCM Control Delay, s 20.4 0 0.3 HCM LOS C Minor Lane(M�jor (ylymt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) - - 260 432 910 - HCM Lane V/C Ratio - - 0.186 0.027 0.012 HCM Control Delay (s) - - 22 13.6 9 0 HCM Lane LOS - C B A A HCM 95th °/stile Q(veh) - - 0.7 0.1 0 - 18-044 - IL 120 Speedway -McHenry Synchro 9 Report PM Existing HCM 2010 TWSC 3: Ringwood Road & North School Access 03/09/2018 Int Delay, s/veh 0.3 Lane Configurations t Traffic Vol, veh/h 13 3 482 0 0 346 Future Vol, veh/h 13 3 482 0 0 346 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 0 - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 0 - - 0 Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles, % 0 0 4 0 0 3 Mvmt Flow 14 3 518 0 0 372 Major/Minor Minorl Major1 Major2 Conflicting Flow All 890 518 0 - - Stage 1 518 - - - - - Stage 2 372 - - - Critical Hdwy 6.4 6.2 - - - Critical Hdwy Stg 1 5A - - - - Critical Hdwy Stg 2 5A - - - - Follow-up Hdwy 3.5 3.3 - - - Pot Cap-1 Maneuver 316 562 - 0 0 - Stage 1 602 - 0 0 Stage 2 702 - 0 0 Platoon blocked, % - Mov Cap-1 Maneuver 316 562 - - - - Mov Cap-2 Maneuver 316 - - - - Stage 1 602 - - - Stage 2 702 - Approach WB NB SB HCM Control Delay, s 15.9 0 0 HCM LOS C Minor LanelMajor Mvmt NBTWBLn1WBLn2 SBT Capacity (vehlh) - 316 562 - HCM Lane WC Ratio - 0.044 0.006 HCM Control Delay (s) - 16.9 11.4 - HCM Lane LOS C B - HCM 95th %tile Q(veh) 041 0 - 18-044 - IL 120 Speedway -McHenry Synchro 9 Report PM Existing HCM 2010 TWSC 4; Ringwood Road & Sherman Drive 03/09/2018 Intersection Int Delay, s/veh 0.2 Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr 4 3 471 14 5 4 3 471 14 5 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - 65 - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 0 - 0 Peak Hour Factor 98 98 98 98 98 98 Heavy Vehicles, % 0 33 2 0 0 3 Mvmt Flow 4 3 481 14 5 349 _Major/Minor Minorl Major1 Major2 Conflicting Flow All 840 481 0 0 481 0 Stage 1 481 - - - - Stage 2 359 - - - Critical Hdwy 6.4 6.53 - - 4.1 - Critical Hdwy Stg 1 5.4 - - - - Critical Hdwy Stg 2 5.4 - - - - Follow-up Hdwy 3.5 3.597 - 2.2 Pot Cap-1 Maneuver 338 527 - - 1092 - Stage 1 626 - - - Stage 2 711 - - - - - Platoon blocked, % - - Mov Cap-1 Maneuver 336 527 - - 1092 - Mov Cap-2 Maneuver 336 - - - - - Stage 1 626 - - - - - Stage 2 707 - - - - Approach WB NB SB HCM Control Delay, s 14,2 0 0.1 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (vehlh) - - 398 1092 - HCM Lane V/C Ratio - - 0.018 0.005 - HCM Control Delay (s) - - 14.2 8.3 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.1 0 18-044 - IL 120 Speedway -McHenry Synchro 9 Report PM Existing HCM 2010 TWSC 5: Ringwood Road & Chesapeake Drive 03/09/2018 Intersection — -- Int Delay, s/veh 0 Lane Configurations' Traffic Vol, vehlh 0 2 2 472 345 1 Future Vol, veh/h 0 2 2 472 345 1 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 95 95 95 95 95 95 Heavy Vehicles, % 0 0 0 2 3 0 Mvmt Flow 0 2 2 497 363 1 Major/Minor Minor2 Majorl Major2 Conflicting Flow All 865 364 364 0 0 Stage 1 364 - - - - - Stage 2 501 - - - Critical Hdwy 604 662 441 - - - Critical Hdwy Stg 1 504 - - - Critical Hdwy Stg 2 5A - - - - - Follow-up Hdwy 3.5 3.3 262 - - Pot Cap-1 Maneuver 327 685 1206 - - - Stage 1 707 - - - Stage 2 613 - - - - - Platoon blocked, % - - Mov Cap-1 Maneuver 326 685 1206 - - - Mov Cap-2 Maneuver 326 - - - - Stage 1 707 - - - - - Stage 2 612 - - - Approach E8 NB SB HCM Control Delay, s 10.3 0 0 HCM LOS B Minor LanelMajor Mvmt NBL NBT EBLn1 SBT SBR Capacity (vehlh) 1206 - 685 - - HCM Lane V/C Ratio 00002 - 0,003 - HCM Control Delay (s) 8 0 1003 - HCM Lane LOS A A B HCM 95th %tile Q(veh) 0 - 0 - 18-044 - IL 120 Speedway -McHenry Synchro 9 Report PM Existing HCM 2010 TWSC 6: Ringwood Road & Britta Int Delay, s/veh 0.1 Drive Traffic Vol, veh/h 4 1 466 6 4 342 Future Vol, vehlh 4 1 466 6 4 342 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Chamielized - None - None None Storage Length 0 - - 60 - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 0 0 2 17 0 3 Mvmt Flow 4 1 491 6 4 360 aior inor Minorl Major1 Major2 Conflicting Flow All 859 491 0 0 491 0 Stage 1 491 - - Stage 2 368 Critical Hdwy 6.4 6.2 - - 4.1 Critical Hdwy Stg 1 5A - - - Critical Hdwy Stg 2 5A - - - - Follow-up Hdwy 3.5 3.3 - 2.2 - Pot Cap-1 Maneuver 329 582 - - 1083 - Stage 1 619 - - - Stage 2 704 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 327 582 - 1083 Mov Cap-2 Maneuver 327 - - - - Stage 1 619 - - - - - Stage 2 700 - - - - HCM Control Delay, s 15.2 0 0.1 HCM LOS C Capacity (vehlh) - - 358 1083 - HCM Lane V/C Ratio - - 0.015 0.004 - HCM Control Delay (s) - 15.2 8.3 0 HCM Lane LOS - C A A HCM 95th %tile Q(veh) - - 0 0 - 03/09/2018 18-044 - IL 120 Speedway -McHenry Synchro 9 Report PM Existing HCM 2010 TWSC 7: Ringwood Road & Shore Drive 03/09/2018 Intersection Int Delay, s/veh 0.8 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, vehlh Future Vol, vehlh Conflicting Peds, #/hr T r 6 20 461 6 39 340 6 20 461 6 39 340 0 0 0 0 0 0 Sign Control Stop Stop Free Free RT Free Free - 0 0 96 96 3 3 41 354 MajorlMinor Minor1 Major1 Major2 Conflicting Flow All 915 480 0 0 480 0 Stage 1 480 - - - - - Stage 2 435 - - - - Critical Hdwy 6.4 6.35 - - 4.13 - Critical Hdwy Stg 1 5.4 - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.435 - - 2.227 - Pot Cap-1 Maneuver 305 560 - - 1077 - Stage 1 627 - - - - - Stage 2 657 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 291 560 - 1077 Mov Cap-2 Maneuver 291 - - - - - Stage 1 627 - - - - - Stage 2 626 - - - - - HCM Control Delay, s 13.3 0 0.9 HCM LOS B Minor LanelMaior Mvmt NBT NBRWBLn1 SBL SBT Capacity (vehlh) - - 462 1077 - HCM Lane VIC Ratio - - 0.059 0.038 - HCM Control Delay (s) - 13.3 8.5 0 HCM Lane LOS B A A HCM 95th %tile Q(veh) - - 0.2 0.1 - 18-044 - IL 120 Speedway -McHenry Synchro 9 Report PM Existing Lanes, Volumes, Timings 1: Curran Road/Ringwood Road & IL 120 03/08/2018 Lane Configurations 'I T P 'I T 'I R 71 Traffic Volume (vph) 62 627 20 33 403 230 45 174 92 296 221 47 Future Volume (vph) 62 627 20 33 403 230 45 174 92 296 221 47 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 10 12 12 10 12 12 11 13 13 11 14 14 Grade (%) 0% 0% 0% 0% Storage Length (ft) 145 0 155 0 110 0 190 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 135 110 95 130 Lane Util, Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Fd 0.995 0.945 0.948 0.974 Fit Protected 0.950 0.950 0.950 0.950 Said. Flow (prot) 1491 3386 0 1636 3218 0 1616 1802 0 1678 1886 0 Fit Permitted 0.212 0.248 0.569 0.208 Satd. Flow (perm) 333 3386 0 427 3218 0 968 1802 0 367 1886 0 Right Turn on Red Yes Yes I Yes Yes Satd. Flow (RTOR) 4 132 23 10 Link Speed (mph) 45 45 35 35 Link Distance (ft) 503 1298 661 239 Travel Time (s) 7.6 19.7 12.9 4.7 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 13% 5% 39% 3% 6% 6% 8% 4% 2% 4% 1 % 22% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 73 762 0 39 745 0 53 313 0 348 315 0 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 2 6 8 4 Detector Phase 5 2 1 6 3 8 7 4 Switch Phase Minimum Initial (s) 3.0 15.0 3.0 15.0 &0 8.0 3.0 8.0 Minimum Split (s) 7.0 21.0 7.0 21.0 7.0 14.0 7.0 14.0 Total Split (s) 13.0 45.0 13.0 45.0 1200 25.0 17.0 30.0 Total Split (%) 13.0% 45,0% 13.0% 45.0% 12.0% 25.0% 17.0% 30.0% Yellow Time (s) 3.5 4.5 3.5 4,5 3.5 4.5 3.5 4.5 All -Red Time (s) 0.5 1.5 0.5 1.5 0.5 1.5 0.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 6.0 4.0 6.0 4.0 6.0 4.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Min None C-Min None None None None Act Effct Green (s) 44.8 37.5 42.5 34.5 28.2 18.7 45.4 33.9 Actuated g/C Ratio 0.45 0.38 0.42 0.34 0.28 0.19 0.45 0.34 18-044 - IL 120 Speedway - McHenry Synchro 9 Report AM Projected Lanes, Volumes, Timings 1: Curran Road/Ringwood Road & IL 120 03/08/2018 I 1r , - :_ ' _ INK., sue. Wo svr� v/c Ratio 0.30 0.60 0.14 0.62 0.17 0.88 0.80 0.49 Control Delay 16.8 27.5 14.1 24.6 20.0 63.0 38.2 31.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 16.8 27.5 14.1 24,6 2060 63.0 38.2 31.3 LOS B C B C B E D C Approach Delay 26.5 24.1 56.8 35.0 Approach LOS C C E C );.ieue length 50th (ft) 25 213 13 174 19 182 151 161 Queue Length 95th (ft) 41 235 25 196 44 #301 #336 253 Internal Link Dist (ft) 423 1218 581 159 Turn Bay Length (ft) 145 155 110 190 Base Capacity (vph) 253 1332 295 1335 332 361 437 646 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 0.29 0.57 0.13 0.56 0.16 0.87 0.80 0.49 Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 42 (42%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 65 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.88 Intersection Signal Delay: 32.1 Intersection LOS: C Intersection Capacity Utilization 69.8% 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. Road & IL 120 18-044 - IL 120 Speedway -McHenry Synchro 9 Report AM Projected Lanes, Volumes, Timings 1: Curran Road/Ringwood Road & IL 120 03/08/2018 Lane Configurations TI T 91 1 Traffic Volume (vph) 64 542 59 120 675 249 71 265 88 206 204 35 Future Volume (vph) 64 542 59 120 675 249 71 265 88 206 204 35 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 10 12 12 10 12 12 11 13 13 11 14 14 Grade (%) 0% 0% 0% 0% Storage Length (ft) 145 0 155 0 110 0 190 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 135 110 95 130 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1100 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.985 0.960 0.963 0.978 Flt Protected UK 0.950 UK 0.950 Satd. Flow (prot) 1574 3409 0 1604 3326 0 1312 1877 0 1678 1894 0 Flt Permitted 0.191 0.311 0.587 0.210 Satd. Flow (perm) 317 3409 0 525 3326 0 811 1877 0 371 1894 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 12 55 15 8 Link Speed (mph) 45 45 35 35 Link Distance (ft) 486 1298 661 244 Travel Time (s) 7A 19.7 12.9 4.8 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles(%) 7% 4% 7% 5% 5% 2% 33% 1% 0% 4% 1% 26% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 65 607 0 121 934 0 72 357 0 208 241 0 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 2 6 8 4 Detector Phase 5 2 1 6 3 8 7 4 Switch Phase Minimum Initial (s) 3.0 15.0 3.0 15.0 3.0 8.0 3.0 8.0 Minimum Split (s) 7.0 21.0 7.0 21.0 7.0 14.0 7.0 14.0 Total Split (s) 13.0 45.0 15.0 47.0 13.0 35.0 15.0 37.0 Total Split (%) 11.8% 40.9% 13.6% 42.7% 11.8% 31.8% 13.6% 33.6% Yellow Time (s) 3.5 4.5 3.5 4.5 3.5 4.5 3.5 4.5 All -Red Time (s) 0.5 1.5 0.5 1.5 0.5 1.5 0.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 6.0 4.0 6.0 4.0 6.0 4.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Min None C-Min None None None None Act Effct Green (s) 5203 42A 56.4 46.1 36.1 25.5 43.0 31.5 Actuated g/C Ratio 0.48 0.39 0.51 0.42 0.33 0.23 0.39 0.29 18-044 - IL 120 Speedway -McHenry Synchro 9 Report PM Existing Lanes, Volumes, Timings 1: Curran Road/Ringwood Road & IL 120 03/08/2018 a� EEC. EaT EBR VVBL', VW- 1kV .. Not t - . - - -nnnSm v/c Ratio 0.27 0.46 0.33 0.65 0.24 0.80 0.71 0.44 Control Delay 16.9 27.0 16.7 28.1 22.5 51.7 37.8 34.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 16.9 27.0 16.7 28.1 22.5 51.7 37.8 34.3 LOS B C B C C D D C Approach Delay 26.0 26.8 46.8 35.9 Approach LOS C C D D Queue Length 50th (ft) 23 170 44 276 31 225 96 136 Queue Length 95th (ft) 46 226 77 357 62 326 #166 211 Internal Link Dist (ft) 406 1218 581 164 Turn Bay Length (ft) 145 155 110 190 Base Capacity (vph) 256 1320 379 1426 311 505 292 554 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 0.25 0.46 0.32 0.65 0.23 0.71 0.71 0.44 Area Type: Other Cycle Length: 110 Actuated Cycle Length: 110 Offset: 0 (0%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 60 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.80 Intersection Signal Delay: 31.4 Intersection LOS: C Intersection Capacity Utilization 77.5% ICU Level of Service D Analysis Period (min)15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. 18-044 - IL 120 Speedway -McHenry Synchro 9 Report PM Existing ACM 2010 TWSC 2: Ringwood Road & South School Access Intersection Int Delay, slveh 16.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations T+ 4 Traffic Vol, veh/h 126 38 218 248 45 420 Future Vol, vehlh 126 38 218 248 45 420 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 0 - - - Veh in Median Storage, # 0 - 0 - 0 Grade, % 0 - 0 0 Peak Hour Factor 69 69 69 69 69 69 Heavy Vehicles, % 0 0 6 6 9 1 Mvmt Flow 183 55 316 359 65 609 MajorlMinor Mnorl Major1 Major2 Conflicting Flow All 1235 496 0 0 675 0 Stage 1 496 - - - Stage 2 739 - - - - Critical Hdwy 6.4 6.2 - - 4.19 - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5A - - - - Follow-up Hdwy 3.5 3.3 - 2.281 - Pot Cap-1 Maneuver 197 578 - - 884 - Stage 1 616 - - - - Stage 2 476 - - - - - Platoon blocked, % - - Mov Cap-1 Maneuver --175 578 - - 884 - Mov Cap-2 Maneuver ~ 175 - - - Stage 1 616 - - - - - Stage 2 423 - - - Approach WB NB SB HCM Control Delay, s 105.8 0 0.9 HCM LOS F Minor LanelMalor Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (vehlh) - - 175 578 884 CM Lane V/C Ratio - - 1.043 0,095 0.074 - HCM Control Delay (s) - - 134.1 11.9 9A 0 HCM Lane LOS - F B A A HCM 95th %tile Q(veh) - 8.8 0.3 0.2 - Votes Volume exceeds capacity $: Delay exceeds 300s +; Computation Not Defined *: All major volume in platoon 03109/2018 18-044 - IL 120 Speedway -McHenry Synchro 9 Report AM Projected HCM 2010 TWSC 3: Ringwood Road & North School Access 03/09/2018 RMMction Int Delay, slveh 1,6 Lane Configurations I Traffic Vol, veh/h 42 Future Vol, veh/h 42 Conflicting Peds, #/hr 0 Sign Control Stop ' RT Channelized - Storage Length 0 Veh in Median Storage, # 0 Grade, % 0 Peak Hour Factor 69 Heavy Vehicles, % 29 Mvmt Flow 61 13 256 0 0 423 13 256 0 0 423 0 0 0 0 0 Stop Free Free Free Free None - None - None 0 - - - - 0 - - 0 0 - 0 69 69 69 69 69 38 6 0 0 1 19 371 0 0 613 MajorlMinor Minor1 r """-' ato " Conflicting Flow All 984 371 0 - Stage 1 371 - - - - Stage 2 613 - - Critical Hdwy 6.69 6.58 - - - - Critical Hdwy Stg 1 5.69 - - - Critical Hdwy Stg 2 5.69 - - - - Follow-up Hdwy 3.761 3.642 - - - Pot Cap-1 Maneuver 246 602 - 0 0 - Stage 1 642 - 0 0 - Stage 2 492 - - 0 0 - Platoon blocked, % - - Mov Cap-1 Maneuver 246 602 - - - - Mov Cap-2 Maneuver 246 - - - - Stage 1 642 - - - - - Stage 2 492 - - - - HCM LOS Minor Lane/Major Mvmt NBTWBLn1WBLn2 SBT Capacity (vehlh) - 246 602 - HCM Lane VIC Ratio - 0.247 0.031 - HCM Control Delay (s) - 24.4 11.2 - HCM Lane LOS C B - HCM 95th %tile Q(veh) - 0.9 0.1 - 18-044 - IL 120 Speedway -McHenry Synchro 9 Report AM Projected HCM 2010 TWSC 4: Ringwood Road & Sherman Drive Int Delay, s/veh 0.4 Movement WBL WBR Lane Configurations Traffic Vol, veh/h 14 Future Vol, veh/h 14 Conflicting Peds, #/hr 0 Sign Control Stop RT Channelized - Storage Length 0 Veh in Median Storage, # 0 Grade, % 0 Peak Hour Factor 83 Heavy Vehicles, % 7 Mvmt Flow 17 2 2 0 Stop None t�GSi 267 267 0 Free 0 0 83 83 0 8 2 322 NBR SBL SBT 2 2 0 Free None 65 1 409 1 409 0 0 Free Free None 0 0 83 83 0 2 1 493 03/09/2018 MajodMinor Minor1 Major1 Major2 - . • - • - •- Conflicting Flow All 817 322 0 0 322 0 Stage 1 322 - - Stage 2 495 Critical Hdwy 6.47 6.2 - - 4.1 - Critical Hdwy Stg 1 5.47 - - Critical Hdwy Stg 2 5.47 - - - Follow-up Hdwy 3.563 3.3 - - 2.2 - Pot Cap-1 Maneuver 339 724 - - 1249 - Stage 1 723 - - - - - Stage 2 602 - - - _ - Platoon blocked, % - Mov Cap-1 Maneuver 339 724 - - 1249 - Mov Cap-2 Maneuver 339 - - - - - Stage 1 723 - - - _ - Stage 2 601 - - - - - HCM Control Delay, s HCM LOS Capacity (veh/h) HCM Lane V/C Ratio ACM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 15.5 C - - 363 1249 - - - 0.053 0.001 - 15.5 7.9 0 - C A A - - 0.2 0 18-044 - IL 120 Speedway -McHenry Synchro 9 Report AM Projected HCM 2010 TWSC 5: Ringwood Road & Chesapeake Drive 03/09/2018 Intersection Int Delay, s/veh 0.1 Movement EBL CDR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 4 1 268 406 0 Future Vol, veh/h 0 4 1 268 406 0 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 83 83 83 83 83 83 Heavy Vehicles, % 0 0 0 8 2 0 Mvmt Flow 0 5 1 323 489 0 MajorlMinor Minor2 Malor1 Maior2 Conflicting Flow All 814 489 489 0 - 0 Stage 1 489 - - - - - Stage 2 325 - - - Critical Hdwy 604 662 401 - - - Critical Hdwy Stg 1 5A - - - - - Critical Hdwy Stg 2 504 - - - - Follow-up Hdwy 3,5 3.3 2.2 - - Pot Cap-1 Maneuver 350 583 1085 - - - Stage 1 621 - - - - - Stage 2 737 - - - - - Platoon blocked, % - - Mov Cap-1 Maneuver 350 583 1085 - - Mov Cap-2 Maneuver 350 - - - - Stage 1 621 - - - - Stage 2 736 - - - Approach EB NB SB �i.� I HCM Control Delay, s 11.2 0 0 HCM LOS B Minor LanelMajor Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1085 - 583 - - HCM Lane V/C Ratio 06001 - 06008 - HCM Control Delay (s) 8.3 0 11.2 - HCM Lane LOS A A B - HCM 95th %tile Q(veh) 0 - 0 - 18-044 - IL 120 Speedway -McHenry Synchro 9 Report AM Projected HCM 2010 TWSC 6: Ringwood Road & Brittany Drive 03/09/2018 -- - - - - - - Intersection --, Int Delay, s/veh 0.3 Movement WBL WBR NBT NBR SBL SBT - - - - Lane Configurations r 4 Traffic Vol, veh/h 9 3 267 1 1 397 Future Vol, veh/h 9 3 267 1 1 397 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 - 60 - - Veh in Median Storage, # 0 - 0 - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 82 82 82 82 82 82 Heavy Vehicles, % 1 0 8 0 0 2 Mvmt Flow 11 4 326 1 1 484 Minor1 Conflicting Flow All 813 326 0 0 326 0 Stage 1 326 - - Stage 2 487 Critical Hdwy 6.41 6.2 - 4.1 - Critical Hdwy Stg 1 5.41 - - - - Critical Hdwy Stg 2 5.41 - - - - Follow-up Hdwy 3.509 3.3 - - 2.2 - Pot Cap-1 Maneuver 349 720 - - 1245 - Stage 1 734 - - - - - Stage 2 620 - - - - Platoon blocked, % - Mov Cap-1 Maneuver 349 720 - - 1245 - Mov Cap-2 Maneuver 349 - - - Stage 1 734 - - - - - Stage 2 619 - - - Approach WB NB SB HCM Control Delay, s 14.3 0 0 HCM LOS B Minor LanelM�1'or Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 401 1245 - HCM Lane V/C Ratio - - 0.036 0.001 - HCM Control Delay (s) - - 14.3 7.9 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.1 0 18-044 - IL 120 Speedway -McHenry Synchro 9 Report AM Projected HCM 2010 TWSC 7: Ringwood Road & Shore Drive 03109/2018 Intersection Int Delay, s/veh 018 Movement WBL WBR NBT NBR SBL SBT Lane Configurations or T r Traffic Vol, vehlh 16 22 244 26 8 382 Future Vol, veh/h 16 22 244 26 8 382 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 50 - Veh in Median Storage, # 0 0 - - 0 Grade, % 0 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 0 9 6 19 0 2 Mvmt Flow 19 26 287 31 9 449 MajorlMinor Minor1 Major1 Majo` - "� Conflicting Flow All 755 287 0 0 287 0 Stage 1 287 - - - - Stage 2 468 - - - - - Critical Hdwy 654 6029 - - 4.1 - Critical Hdwy Stg 1 5A - - - Critical Hdwy Stg 2 504 - - - - - Follow-up Hdwy 365 36381 - - 202 Pot Cap-1 Maneuver 379 736 - - 1287 Stage 1 766 - - - - Stage 2 634 - - - - - Platoon blocked, % - - Mov Cap-1 Maneuver 376 736 - - 1287 Mov Cap-2 Maneuver 376 - - - Stage 1 766 - - - - - Stage 2 628 - - - - Approach WB NB SB HCM Control Delay, s 12.5 0 0.2 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (vehlh) - - 525 1287 - HCM Lane WC Ratio 0.085 0.007 - HCM Control Delay (s) - - 1295 708 0 HCM Lane LOS B A A HCM 95th %tile Q(veh) - 0.3 0 18-044 - IL 120 Speedway -McHenry Synchro 9 Report AM Projected HCM 2010 TWSC 8: IL 120 & Proposed Full Access Drive 03/09/2018 Intersection Int Delay, s/veh 0.9 Movement SBL SBR SEL SET NWT NWR Lane Configurations Y tt t, , Traffic Vol, veh/h 27 23 37 682 463 32 Future Vol, veh/h 27 23 37 682 463 32 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 215 - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 0 0 14 6 6 9 Mvmt Flow 28 24 39 718 487 34 MajorlMinor Minor2 Major1 Major2 Conflicting Flow All 941 261 521 0 0 Stage 1 504 - - - - Stage 2 437 - - - - Critical Hdwy 608 6.9 4.38 - - - Critical Hdwy Stg 1 5.8 - - - - - Critical Hdwy Stg 2 5.8 - - - - - Follow-up Hdwy 3.5 3.3 2.34 Pot Cap-1 Maneuver 265 744 962 - - Stage 1 578 - - - - - Stage 2 624 - - - - - Platoon blocked, % - Mov Cap-1 Maneuver 254 744 962 - Mov Cap-2 Maneuver 254 - - - - Stage 1 578 - - - - Stage 2 599 - - - 4(� h, to _ r . ; ! _,. - , _ ;• Ratio 114 1 HCM Control Delay (s) ' ' 16a6 HCM Lane • • 001 1 05 18-044 - IL 120 Speedway -McHenry Synchro 9 Report AM Projected HCM 2010 TWSC 9: Ringwood Road & Proposed Full Access Drive 03/09/2018 Intersection =. Int Delay, slveh 0.1 Lane Configurations Traffic Vol, veh/h Future Vol, vehlh Conflicting Peds, #/hr EBL EBR NBL NDT SBT SBR r T T 0 8 0 466 546 0 0 8 0 466 546 0 0 0 0 0 0 0 Sign Control Stop RT Channelizeo Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Stop Free Free Free Free None - None - None 0 - 0 - - 0 0 - 0 - - 0 0 - 95 95 95 95 95 95 0 100 0 6 3 0 0 8 0 491 575 0 MajorlMinor Minor2 Major1 Major2 Conflicting Flow All 575 - 0 - 0 Stage 1 - - - - - Stage 2 - - Critical Hdwy - T2 - - - Critical Hdwy Stg 1 - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 462 - - - Pot Cap-1 Maneuver 0 373 0 - - 0 Stage 1 0 - 0 - 0 Stage 2 0 - 0 - - 0 Platoon blocked, % - - Mov Cap-1 Maneuver - 373 - - - - Mov Cap-2 Maneuver - - - - - Stage 1 - - - - - - Stage 2 - - - - - - I � • 11 1 HCM • Minor LanelMajor Mvmt NBT EBLn1 SBT Capacity (vehlh) - 373 - HCM Lane V/C Ratio - 0,023 - HCM Control Delay (s) - 1409 - HCM Lane LOS - B - HCM 95th °/stile Q(veh) 001 - 18-044 - IL 120 Speedway -McHenry Synchro 9 Report AM Projected HCM 2010 TWSC 10: Rinowood Road & Pro Right-In/Right-Out Access Drive 03/09/2018 Intersection — - - -- - - --- Int Delay, s/veh Movement 0.4 EBL EBR NBL Lane Configurations r Traffic Vol, veh/h 0 31 Future Vol, veh/h 0 31 Conflicting Peds, #/hr 0 0 Sign Control Stop Stop RT Chanoelized - None Storage Length - 0 Veh in Median Storage, # 0 - Grade, % 0 Peak Hour Factor 95 95 Heavy Vehicles, % 0 0 Mvmt Flow 0 33 0 466 0 466 0 0 Free Free - None - 0 - 0 95 95 0 6 0 491 SBT S8R 533 21 533 21 0 0 Free Free - None - 0 95 95 3 0 561 22 Conflicting Flow All 572 - 0 - 0 Stage 1 - - _ _ _ Stage 2 - - Critical Hdwy - 6.2 - - - - Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy - 3.3 - - - Pot Cap-1 Maneuver 0 523 0 - - Stage 1 0 - 0 - - - Stage 2 0 - 0 - - - Platoon blocked, % _ _ _ Mov Cap-1 Maneuver - 523 - - - Mov Cap-2 Maneuver - - _ Stage 1 - - - _ _ _ Stage 2 - _ _ _ HCM Control Delay, s HCM LOS Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) ,7 0 18-044 - IL 120 Speedway -McHenry Synchro 9 Report AM Projected HCM 2010 TWSC 2: Ringwood Road & South School Access 03/12/2018 Int Delay, slveh 1.3 IrA1�d'IFliis� - wSSTe' �' �: a�JmR' Lane Configurations Traffic Vol, veh/h 45 11 509 69 10 379 Future Vol, vehlh 45 11 509 69 10 379 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - Nont Storage Length 0 0 - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - 0 Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles, % 27 67 2 4 20 3 Mvmt Flow 48 12 547 74 11 408 MajorlMinor Minor1 Major1 Major2 Conflicting Flow All 1013 584 0 0 622 0 Stage 1 584 - - - - - Stage 2 429 - - - Critical Hdwy 6,67 6.87 - - 4.3 Critical Hdwy Stg 1 5.67 - - - - - Critical Hdwy Stg 2 5.67 - - - - - Follow-up Hdwy 3.743 1903 - - 2.38 - Pot Cap-1 Maneuver 238 408 - - 878 - Stage 1 511 - - - - - Stage 2 607 - - - - - Platoon blocked, % - - Mov Cap-1 Maneuver 234 408 - - 878 - Mov Cap-2 Maneuver 234 - - - - - Stage 1 511 - - - - - Stage 2 597 - - - - HCM Control Delay, s 22.4 0 0.2 HCM LOS C Capacity (vehlh) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - - 234 408 878 - - - 0.207 0.029 0.012 - - - 24.4 14.1 9,2 0 - - C B A A - - 0.8 0.1 0 - 18-044 - IL 120 Speedway -McHenry PM Projected Synchro 9 Report HCM 2010 TWSC 3: Ringwood Road & North School Access Intersection Int Delay, s/veh 0.3 MNWKNW Y WBL WBR NBT NBR SBL SBT Lane Configurations r + + Traffic Vol, veh/h 13 3 520 0 0 376 Future Vol, veh/h 13 3 520 0 0 376 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 0 - - - _ Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles, % 0 0 4 0 0 3 Mvmt Flow 14 3 559 0 0 404 Minorl Conflicting Flow All 963- Stage 1 559 - - - - _ Stage 2 404 Critical Hdwy 6A 6.2 - - - - Critical Hdwy Stg 1 5A - - - - Critical Hdwy Stg 2 5A - - - - Follow-up Hdwy 3.5 3.3 - Pot Cap-1 Maneuver 286 532 - 0 0 Stage1 576 0 0 - Stage 2 679 - - 0 0 Platoon blocked, % _ Mov Cap 1 Maneuver- Mov Cap-2 Maneuver 286 - - - Stage 1 576 Stage 2 679 - - - - WB NB SB HCM Control Delay, s HCM LOS Capacity (veh/h) - 286 532 - HCM Lane V/C Ratio - 0.049 0.006 - HCM Control Delay (s) - 18.2 11.8 - HCM Lane LOS - C B - HCM 95th %tile Q(veh) 0.2 0 - 03/1212018 18-044 - IL 120 Speedway -McHenry Synchro 9 Report PM Projected HCM 2010 TWSC 4: Ringwood Road & Sherman Drive 03/12/2018 nfersectt Int Delay, s/veh 0.2 Mov I r. NBR SBL SBT Lane Configurations Y t r 4 Traffic Vol, veh/h 4 3 509 14 5 372 Future Vol, veh/h 4 3 509 14 5 372 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free iJ Channelized - None - None - None Storage Length 0 - - 65 - /eh in Median Storage, # 0 - 0 - 0 Grade, % 0 - 0 - 0 Peak Hour Factor 98 98 98 98 98 98 Heavy Vehicles, % 0 33 2 0 0 3 Mvmt Flow 4 3 519 14 5 380 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 909 519 0 0 519 0 Stage 1 519 - - - Stage 2 390 - - Critical Hdwy 6.4 U3 - - 4.1 Critical Hdwy Stg 1 544 - Critical Hdwy Stg 2 5.4 - - - - Follow-up Hdwy 3.5 1597 - - 2.2 - Pot Cap-1 Maneuver 308 500 - - 1057 - Stage 1 601 - - - Stage 2 689 - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 306 500 - - 1057 - Mov Cap-2 Maneuver 306 - - - Stage 1 601 - - - - Stage 2 685 - - - - Approach WB NB SB HCM Control Delay, s 15 0 0.1 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (vehlh) - - 367 1057 - HCM Lane V/C Ratio - 08019 0.005 - HCM Control Delay (s) - - 15 8A 0 HCM Lane LOS - C A A HCM 95th %tile Q(veh) - - 0.1 0 - 18-044 - IL 120 Speedway -McHenry Synchro 9 Report PM Projected HCM 2010 TWSC 5: Ringwood Road & Chesapeake Drive 03/12/2018 Delay,nt 1 ovement EBL EBR NOL NOT SBT SBR Lane Configurations' Traffic Vol, veh/h 0 2 2 510 375 1 Future Vol, veh/h 0 2 2 510 375 1 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free kT Channelized - None - None - None Storage Length 0 - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 0 0 0 2 3 0 Mvmt Flow 0 2 2 537 395 1 MajorlMino� Minor2 Major1 Major2 Conflicting Flow All 936 395 396 0 0 Stage 1 395 - - - - Stage 2 541 - - - - 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 297 659 1174 - - Stage 1 685 - - - - Stage 2 588 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 296 659 1174 - - - Mov Cap-2 Maneuver 296 - - - - Stage 1 685 - - - - Stage 2 587 - - - - - MiacuLane/Ma[Pr Mvmt ,,tr�� NBT E,,SBT SBR Capacity (vehlh) 1174 - 659 - - HCM Lane WC Ratio 0.002 - 0.003 HCM Control Delay (s) 8.1 0 10.5 - - HCM Lane LOS A A B - - HCM 95th %tile Q(veh) 0 - 0 - - 18-044 - IL 120 Speedway -McHenry Synchro 9 Report PM Projected HCM 2010 TWSC 6: Ringwood Road & Brittany Drive 03/12/2018 __=- Delay,nt Lane Configurations Traffic Vol, vehlh Future Vol, vehlh Conflicting Peds, #/hr 4 1 504 6 4 372 4 1 504 6 4 372 0 0 0 0 0 0 Sign Control Stop Stop Free Free RT Channelized - None - Nuiie Storage Length 0 - 60 Veh in Median Storage, # 0 0 - 3rade, % 0 - 0 - Peak Hour Factor 95 95 95 95 Heavy Vehicles, % 0 0 2 17 Mvmt Flow 4 1 531 6 Free Free - None - 0 0 95 95 0 3 4 392 MajorlMinor Minor1 Major1 Major2 Conflicting Flow All 931 531 0 0 531 0 Stage 1 531 Stage 2 400 - - - Critical Hdwy 6A 602 - 4.1 - Critical Hdwy Stg 1 5A - - - - - Critical Hdwy Stg 2 504 - - - - - Follow-up Hdwy 3.5 3.3 - - 2.2 - Pot Cap-1 Maneuver 299 552 - - 1047 - Stage 1 594 - - - - - Stage 2 681 - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 298 552 - - 1047 - Mov Cap-2 Maneuver 298 - - - Stage 1 594 - - - - - Stage 2 678 - - - - Approach WB NB SB HCM Control Delay, s 16.2 0 0.1 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (vehlh) - - 328 1047 - HCM Lane VIC Ratio - - 0.016 0.004 - HCM Control Delay (s) - 16.2 8.5 0 HCM Lane LOS C A A HCM 95th %tile Q(veh) - - 0 0 - 18-044 - IL 120 Speedway -McHenry Synchro 9 Report PM Projected HCM 2010 TWSC r: Ringwood Road & Shore Drive ntersection Int Delay, s/veh 0.7 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Y + r Traffic Vol, veh/h 6 20 499 6 39 370 Future Vol, veh/h 6 20 499 6 39 370 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 - - 50 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 96 96 96 96 96 96 Heavy Vehicles, % 0 15 2 17 3 3 Mvmt Flow 6 21 520 6 41 385 03/12/2018 Major/Minor Minorl Majorl Major2 - Conflicting Flow All 987 520 0 0 520 0 Stage 1 520 - - - Stage 2 467 Critical Hdwy 6A 6.35 - - 4.13 Critical Hdwy Stg 1 5.4 - - Critical Hdwy Stg 2 5.4 - - - - Follow-up Hdwy 3.5 3.435 - - 2.227 - Pot CapA Maneuver 277 531 - 1041 - Stage 1 601 - - - Stage 2 635 - - - - Platoon blocked, % - Mov Cap-1 Maneuver 263 531 - - 1041 - Mov Cap-2 Maneuver 263 - - - - - Stage 1 601 - - - - - Stage 2 603 - - - - - HCM Control Delay, s 13.9 0 0.8 HCM LOS B Capacity (vehlh) - - 430 1041 - HCM Lane VIC Ratio - - 0.063 0.039 - HCM Control Delay (s) - - 13.9 8.6 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.2 0.1 - 18-044 - IL 120 Speedway -McHenry Synchro 9 Report PM Projected HCM 2010 TWSC 8: IL 120 & Proposed Full Access Drive 03/12/2018 Intersection Int Delay, slveh 1.3 Movement SBL SBR SEL SET NWT NWR Lane Configurations T I TT T VP Traffic Vol, vehlh 32 40 42 633 730 51 Future Vol, vehlh 32 40 42 633 730 51 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free R i Channelized - None None None Storage Length 0 215 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 0 0 12 5 5 6 Mvmt Flow 34 42 44 666 768 54 inor Minor2 Conflicting Flow All 1217 411 822 0 - 0 Stage 1 795 - - - - - Stage 2 422 - - - - Critical Hdwy 6.8 6.9 4.34 - - - Critical Hdwy Stg 1 5.8 - - - Critical Hdwy Stg 2 5.8 - - - - Follow-up Hdwy 3.5 3.3 2032 - - - Pot Cap-1 Maneuver 176 596 742 - - - Stage 1 410 - - - Stage 2 635 - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 166 596 742 - - - Mov Cap-2 Maneuver 166 - - - Stage 1 410 - - - - - Stage 2 597 - - - - HCM Control Delay, s 22.8 0,6 0 HCM LOS C Minor LanelMaior Mvmt NWT NWR SEL SET SBLn1 Capacity (veh/h) - - 742 - 277 HCM Lane V/C Ratio - - 0.06 - 0.274 HCM Control Delay (s) - - 10.2 2208 HCM Lane LOS - B - C HCM 95th %tile Q(veh) - - 0.2 - 1.1 18-044 - IL 120 Speedway -McHenry Synchro 9 Report PM Projected HCM 2010 TWSC 9: Ringwood Road & Full Access Intersection -- - - - - - - - 03/12/2018 Int Delay, s/veh 0.1 9(dwThent EBL EBR NBL NBT SBT SBR - Lane Configurations T t Traffic Vol, veh/h 0 8 0 578 424 0 Future Vol, veh/h 0 8 0 578 424 0 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 95 95 95 95 95 95 Heavy Vehicles, % 0 0 0 2 3 0 Mvmt Flow 0 8 0 608 446 0 Minor2 Conflicting Flow All - 446 - 0 - 0 Stage 1 Stage 2 Critical Hdwy - 6.2 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy - 3.3 - - Pot Cap-1 Maneuver 0 617 0 - 0 Stage 1 0 - 0 - 0 Stage 2 0 - 0 - - 0 Platoon blocked, % _ Mov Cap-1 Maneuver - 617 - - - - Mov Cap-2 Maneuver - - - - _ _ Stage 1 - - _ _ _ Stage 2 - - - _ _ _ HCM Control Delay, s 10.9 0 HCM LOS B Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane WC Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) NBT [7 18-044 - IL 120 Speedway -McHenry Synchro 9 Report PM Projected HCM 2010 TWSC 10. Ringwood Road & Proposed RiOWn/Right-Out unuCiay,seven u.4 " Lane Configurations T P Traffic Vol, veh/h 0 36 0 578 409 23 Future Vol, veh/h 0 36 0 578 409 23 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 95 95 95 95 95 95 Heavy Vehicles, % 0 0 0 2 3 0 Mvmt Flow 0 38 0 608 431 24 ——-- Conflicting Flow All - 443 - 0 - 0 Stage 1 Stage 2 Critical Hdwy 6.2 - - - - Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy 3.3 - - - Pot Cap-1 Maneuver 0 619 0 - - Stage 1 0 - 0 - - Stage 2 0 - 0 - - - Platoon blocked, % _ Mov CapA Maneuver - 619 - - - - Mov Cap-2 Maneuver Stage 1 Stage 2 HCM Control Delay, s 11.2 0 0 HCM LOS B L.aNacuy wCnni/ - Oly - - HCM Lane V/C Ratio - 0.061 - - HCM Control Delay (s) - 11.2 - HCM Lane LOS B - - HCM 95th %tile Q(veh) 0.2 - - 03112/2018 18-044 - IL 120 Speedway -McHenry Synchro 9 Report PM Projected April 23, 2018 Mr. Wayne Jett, Mayor of McHenry Re: Speedway Gasoline &Diesel Station on the N.W. Corner of Ringwood Road & Rt,120 On April llth I addressed the Planning and Zoning Commission expressing the concerns of myself and five other Chesapeake Hills residents whose homes face south onto the farmland Speedway wants rezoned and annexed to our city. Although I stated valid anxieties on behalf of ourselves and our nearby neighbor, Parkland Middle School, we were unanimously defeated, 7 to 0. The proposal next moves to City Council and could be approved there as early as May 7tn, Approval seems to be preordained (WHY?) despite the fact that the location is outside the western boundary of a great piece of work by Doug Martin, "West Illinois Route 120 Corridor Enhancement Initiative." And, Mr. Mayor, enhancement is sorely needed especially on the south side of Rt. 120. I applaud a Starbuck's replacing the Twisted Burger and Mobil Oil demolishing the vacant building east of it and creating a truck stop/gas station even with gaming machines, but it's a long, long way from there to the stoplight at Ringwood/Curran Roads and Rt.1200 Take a ride. Look at the existing blight and possilik'sitesxfor, improvement on the south side of Rt. 120. There are at least two places where vacant or uninhabited properties could be combined and provide room for a Speedway station. The parcels„ are.leveltnot;downhill like Chesapeake Hills and the farmland south of us. However; they- don't want to build there. It would impose upon an existing station owned by their parent company, gargantuan Marathon Oil. If Speedway gets what iI wants, all of the pieces line up in their favor and none seem to favor McHenry (except tax revenues), Chesapeake Hills or Parkland School. Speedway gets a truck stop open 24/7, 365 days a year much to the consternation of its neighbors. Make them build where it will do McHenry the most good, or find another .oil company that will. Make them help eliminate existing urban blight. Have you ever been inside a Speedway Cafe? They contain everything from soup to nuts, fresh, tempting bakery goods, sandwiches and three topping pizzas made while you wait, and the "Beer Cave " (a Marathon staple), a refrigerated room with beer galore. Think about the future opening of yet another gaming establishment. They'd have the two necessary ingredients, food and liquor. Traffic congestion and mayhem with left and right turn entrances on Rt. 1209 No room to touch that on one readable page: Speedway where they propose to build it? Please help us stop them!! II' YOU WOULDN'T WANT A SPEEDWAY NEXT TO YOUR HOME, PLEASE DON'T PUT ONE NEXT TO .MINE." ' .. I anxiously await your personal response, games"ovv..1�,ex= 15606 Chesapeake Drive, I' McHenry; IL 600503" 815-271-5192 March 30, 2018 Mr. Shawn Strach Chairman, Planning & zoning Commission, McHenry, IL Re: Absurdity of a Speedway Station on NW Corner of Rt. 120 &Ringwood Road Your incentive to approve this request appears obvious, an opporhmity to increase sales tax revenues from a very busy gasoline station including the sale of food and sundries. However, please give that temptation equal weight with the collateral impact on neighbors in Chesapeake Hills who will be living with the disturbance it generates twenty-four hours a day, seven days a week while watching their property values decline. I am a resident of that small, 24 unit condominium complex just north of the proposed Speedway Station, Chesapeake Hills. My kitchen, dining area and patio face south, directly toward the proposed new development, I'm writing you to express my anger regarding the increased noise intense nighttime illumination and additional traffic congestion a twenty-four hour Speedway Station will create. Many of my neighbors including the eighteen homeowners not invited to the Public Hearing on April 11, 2018 would feel the same type of discomfort. I'll make sure they are made aware. Our community is already subjected to the high traffic volumes and noise emanating from the sezni- trucks/trailers and other loud vehicles that use Ringwood Road as a bypass for Rt. 31 which snakes its way through our congested metropolitan area along Rt. 120. We also hear a great deal, perhaps more, of heavy traffic noise from Rt. 120 to our south. Please don't add insult to our already existing injuries. Parkland Junior High School's (on the east side of Ringwood Road) student busses, student's parents who drive their children to school, and teachers would have to deal with the increased congestion and confusion caused by a permitted Speedway Station. In addition, I'm certain the school would be concerned about students sneaking off and crossing busy and dangerous Ringwood Road to obtain snacks or lunch at the proposed 4,600 square foot Cafe C-Store. Those who walk or bicycle to the school could even more easily access the Cafe after school is dismissed. Please just stop this pxoposal dead in its tracks by denying the request to rezone the parcel in question from Al to C2. Although this is a dramatic comparison, what the Corporate Design and Development Group are asking for is somewhat akin to placing a free twenty four hour, and seven day a week amusement park next to a community of older mostly retired McHenry residents who will sadly watch the downward trend of their property values while living with the noise, brightness, and confusion. One more 'discomfort', the requested "Variance to allow for an automobile service station to be located within 600 feet of any other automobile service station" implies. Does this mean that BP plans to xeopen the long vacant, run down station on the NE corner? Why not leave Speedway out of the picture and just reopen what had been therefor years? We don't need both of them, and we certainly don't want Speedway. Most sincerely yours, games �cN. �x 5606 Chesapeake Drive McHenry,.IL .60050 815=271-51921. ' � Cc: My Neigfibors in Chesapeake Hilly .. Michael Adams, Principal of Parkland Junior High School' Mr. Wayne Jett, Mayor of McHenry . April 10, 2018 Mr. Doug Martin Director of Economic Development, City of McHenry Doug; Sorry I couldn't get these to you sooner (they`ve been rewritten four times), but enclosed are my comments for Wednesday night's meeting. Thank you for the courtesies you have already extended to this handicapped person. I am greatly appreciative. I am a bit uncomfortable going somewhere I've never been before to comment on a matter of this importance. If you or someone else who understands the arrangements could call me at 815-271- 5192 and answer the following questions, my discomfort would be relieved. l .How will the seating be arranged? Do we all (audience and presenters) face the Zoning Commission? Or, will the presenters face the commission and the audience. If not either of those, how? 2. How long do you think Speedways presentation will take? 3. How many people usually attend such meetings? 4. Will the audience be allowed to interrupt Speedways presentation with comments or questions? If not, who'll be the sergeant -at -arms or enforcer? 5. Will the Zoning Commission vote on a recommendation with all parties still present? 6. What time do you think I should arrive? I sure would kike to know the outcome and plan to stay if it will be decided that night. Please remember to have my comments reproduced as we had agreed. Thank you, games Zll. �.� Zoning Commission - 4/11/18 PRESENTATION MR. STRACH - C ,MEMBERS OF THE ZONING COMMISSION, THOSE REPRESENTING SPEEDWAY (A DIVISION OF MARATHON OIL COMPANY), AND ALL OTHER INTERESTED PARTIES; GOOD EVENING MY NAME IS JIM REX, ONE OF THE SIX RESHENTS IN CHESAPEAKE HILLS WHOSE HOME DHtECTLY ABUTS THE PROPERTY IN QUESTION, AND HONESTLY, I DON'T WANT SPEEDWAY IN MY FRONT YARD. IM SPEAKIl�TG TONIGHT ON BEHALF OF MY SIX NEIGHBORS YOU NOTIFIED BY REGISTERED MAIL, AND OF OTHERS IN OUR C011�IMU1vITY WHO WERE PRESENT AT A MEETING WE HELD APRIL 6TH, OR I HAVE TALKED WITH BY PHONE. BECAUSE OF THE TIMING OF THIS HEARING AND THE HASTINESS WITH WHICH IT IS OCCiTRRING, MANY OF OUR RESIDENTS IN CHESAPEAKE HILLS ARE ABSENT TONIGHT, STILL SPENDING THE MIDWEST'S COLDER MONTHS WHERE SNOW DOES NOT FALL. FROM OUR KITCHEN, DINING AREA AND PATIO MY WIFE AND I CAN SEE THE PARCEL ON WHICH THE PROPOSED DEVELOPMENT WOULD BE CONSTRUCTED. WE ARE DEEPLY CONCERNED ABOUT THE ANTICIPATED INCREASES IN NOISE, NIGHTTIME LIGHTING, AND TRAFFIC CONGESTION A NEW 24 HOUR, 365 DAY A YEAR la SPEEDWAY STATION WOULD CREATE. WE ALSO HAVE CONCERNS ABOUT POTENTIAL HAZARDS FOR BOTH STUDENTS AND THE SCHOOL. SINCE THE SALE IS CONTINGENT UPON A CHANGE IN ZONING, WE URGE YOU NOT TO RECOMTVIEND THE SUBJECT PROPERTY BE RE- ZONED. INSTEAD, FORCE SPEEDWAY TO LOOK EAST ON ELM STREET FROM THE SITE THEY SEEM TO COVET, TO THE FARMLAND DIAGONALLY ACROSS THE STREET OR, PURCHASE PERVADES MCHENRY. IMPROVE MCHENRY BY BUILDING THEIR SPEEDWAY STATION WHERE IT WILL DO THE MOST GOOD FOR OUR CITY. IF YOUR COMMISSION AND MARATHON OIL BOTH BELIEVE SPEEDWAY BELONGS IN MCHENRY, THERE ARE VACANT STORES, SHOPS, EMPTY OR NEARLY VACANT OFFICE BUILDINGS, UNDER UTILIZED RESTAURANTS, A PROBABLE ILLEGALLY OCCUPIED SINGLE FAMILY RESIDENCE (BASED UPON THE SIX OR EIGHT VEHICLES PARKED OUTSIDE OF IT) JUST EAST OF HAPPY JACK'S, AND CLOSER TO HOME THE VACANT, DILAPH)ATED, AND UGLY GAS STATION ON THE NE CORNER OF RINGWOOD AND RT. 1200 WHY IS IT STILL THERE? I BELIEVE ONE OR MORE OF THOSE NON- PROFITABLE OWNERS MIGHT LISTEN HARD TO A REASONABLE PURCHASE OFFER. LOOKING AT ALL THAT UNATTRACTIVENESS, WE NEED TO ASK OURSELVES, "HOW DID WE GET SO FAR OUT OF TOUCH WITH BELIEVE ME.....WE ALL UNDERSTAND THE NEED FOR IMPROVEMENT. WE JUST DON'T AGREE THAT A NEW SPEEDWAY STATION THAT WOULD CREATE MORE MAYHEM, CONGESTION, AND POTENTIAL ACCIDENTS WOULD CAUSE POSITIVE CHANGE. THE OPPOSITE COULD BE TRUE, THE RESULT OF HIGH VOLUME ENTRANCES AND EXITS OFF OF RT. 120 AND THE PROPOSED SCHOOL'S ENTRANCE AND EXITS. BOTH COULD BE INJURY PRONE ACCIDENTS WAITING TO HAPPEN. COMMISSIONERS, DON'T ALLOW THAT POSSIBILITY TO OCCUR ON YOUR WATCH. DON'T RECOMMEND THE REQUESTED ZONING CHANGE TO OUR CITY COUNCIL. CHESAPEAI� HILLS IS ALREADY SUBJECTED TO HIGH TRAFFIC VOLUMES AND ROAD NOISE FROM SEMIS, TRUCKS, AND OTHER LOUD VEHICLES, MANY OF THEM USING RINGWOOD AS A BYPASS 0 FOR RT. 31 WHICH MAKES ITS WAY THRU OUR TRAFFIC CONGESTED METROPOLITAN AREA. WE ARE DOUBLY CURSED BY HEAVY TRAFFIC NOISE FROM RT.120 DIRECTLY TO OUR SOUTH. PLEASE DON'T ADD INSULT TO OUR EXISTING INJURIES. STOP THIS FROM HAPPENING NOW....RIGHT HEREIN THIS ROOM TONIGHT. WE STRONGLY RECOMMEND THAT YOU RECOMMEND "NO ZONING CHANGE." GIVE DUE DILIGENCE TO THE COLLATERAL DAMAGE THAT IT WOULD CAUSE THEIR NEXT DOOR NEIGHBORS AT PARKLAND SEMIS (TRACTOR TRAILERS), ARE NOT A GOOD MIX. DURING INCLEMENT WEATHER PARENTS LINED UP TO DELIVER STUDENTS WHO USUALLY WALK, ALONG WITH PARENTS WHO NORMALLY DRIVE THEIR CHILDREN TO SCHOOL PLUS INCREASED CONGESTION FROM THE PROPOSED SPEEDWAY WOULD NOT MIX WELL, AND CHESAPEAKE HILLS DOES NOT WANT A BUSY SPEEDWAY AT ITS FRONT DOOR. I SHOULD ALSO POINT OUT THAT SPEEDWAY IS NOW HIRING FOR A NEW STATION IN VOLO AND HAS TWO OTHER LOCATIONS REASONABLY CLOSE TO MCHENRY; NEAR BARRINGTON AND IN LAKE IN THE HILLS. THE LATTER TWO HAVE NO OVERSIZED SIGNAGE AS REQUESTED IN THIS PROPOSAL, AND MOST IMPORTANTLY, NEITHER COMES CLOSE TO ABUTTING A RESIDENTIAL AREA OR A SCHOOL. I STRONGLY URGE YOU NOT TO LET THAT HAPPEN HERE EITHER. THERE ARE A FEW OTHER ISSUES THAT BELONG ON THE TABLE TONIGHT. ALTHOUGH NOT MENTIONED IN THE REZONING REQUEST, THE INGREDIENTS ARE INCLUDED FOR YET ANOTHER ELECTRONIC GAMING ESTABLISHMENT; FOOD AND LIQUOR. COULD THAT BE IN SPEEDWAY'S FUTURE PLANS? WHO KNOWS? THEY ALREADY SELL SCRATCH OFF LOTTO TICKETS. REMEMBER, THIS IS A CONJECTURAL THEORY THAT NONE OF US WANT TO SEE TAKE PLACE INSIDE SPEEDWAY'S PROPOSED CAFE. EXCLUDE THESE POTENTIAL ISSUES. DON'T GRANT THE PNOTAL ZONING CHANGE, PERIOD. THE DEVELOPER'S PROPOSAL CONTAINS ENOUGH TRAFFIC STATISTICS TO CHOKE A HIPPOPOTAMUS, AND CERTAINLY MORE THAN I'M CAPABLE OF UNDERSTANDING . MAYBE THAT'S WHY THERE ARE SO MANY IN THE FIRST PLACE. THAT SECTION OF THEIR SUBMISSION IS ABOUT ONE HALF INCH THICK. THE STATED CONCLUSION, I BELIEVE, IS THAT THERE WILL BE NO TRAFFIC DELAYS EXCEPT FOR ABOUT 1/2 HOUR WHEN PARKLAND MIDDLE SCHOOL IS IN A DISMISSAL MODE.... A VERY CRITICAL TIME. ALL OF THEIR FAVORABLE CONCLUSIONS MAKE ME HIGHLY SKEPTICAL OF THE VALUE OF THEIR MYRIADS OF STATISTICS. FRANKLY, IT ALL WORKS OUT JUST TOO PERFECTLY FOR THEM. I ALSO CAN'T UNDERSTAND HOW THEY PLAN TO HAVE VEHICLES INCLUDING TRUCKERS SAFELY ENTER AND EXIT RT. 120. I FORESEE MULTI-DIltECTIONAL MAYHEM. RETL►RNING TO THEIR ATTRACTIVE AND TEMPTING CAFE, MY 14 SEVERAL DAYS AGO. IT WAS BUSIER AND FAR MORE ENTICING THAN I HAD ANTICIPATED, NO PLACE FOR DIABETICS LIKE ME. ENOUGH EDIBLE AND DRIlVWABLE TEMPTATIONS TO CHANGE THE BEHAVIOR PATTERNS OF PARKLAND'S STUDENTS --BEHAVIOR AFTER, AND EVEN BEFORE SCHOOL. OF COURSE THERE WAS COFFEE WITH A NUMBER OF FLAVOR ENHANCING ADDITIVES, ALSO ENCLOSED SHELVING WITH TRAYS OF DELICIOUS LOOKING, FRESH BAKERY GOODS....LONG JOHNS TO DOUGHNUTS AND SUBWAY SANDWICHES. THERE WERE LONG ROWS OF DRINK DISPENSERS, AND I BELIEVE 4 DIFFERENT CUP SIZES PLUS LH)S, SMOOTHIES AND "SNOW CONES" WITH FLAVORS TO ADD AT THE TOUCH OF A BUTTON. CANDY? LOTS OF IT FROM BITE SIZE TO BARS AND PACKAGED BITE SIZED DELIGHTS. COOLERS FULL OF SOFT DRINKS, POWER DRINKS, AND BEER. FREEZERS LOADED WITH ICE CREAM FROM CONTAINERS TO BARS. AND THE COUP-DE-GRAS? THREE TOPPING PIZZAS COOKED WHILE YOU WAIT. HAVE YOU GOT THE PICTURE? I SURE HOPE SO. AND NOW, MY LAST WONDERMENT, HOW WOULD SPEEDWAY AND NEW BUILDINGS? WHERE WOULD IT ACCUMULATE? HOW WOULD THEY DISPOSE OF IT? YOU HAVE HEARD A SUMMATION OF THE NEGATIVES THAT I AND MY NEARBY NEIGHBORS SEE FROM JUST NORTH OF THE 7.6 ACRE PROPERTY. I URGE YOU TO STOP WHAT WE'RE SO CONCERNED ABOUT. RECOMMEND NOT TO ALLOW THE PROPOSED RE -ZONING IT IS DETRIMENTAL TO ALL NEARBY PARTIES AND TO TWO EXISTING, HIGHLY TRAVELED ROADWAYS, RINGWOOD AND RT. 1200 E:? FRANKLY, WHAT THEY ARE PROPOSING WOULD BE MORE APPROPRIATE NEXT TO SOME HIGHLY TRAFFICKED INTERSTATE. IT CERTAINLY DOES NOT BELONG HERE. THANK YOU FOR YOUR TIME AND COURTEOUS ATTENTION. JAMES W. REX 5606 CHESAPEAKE DRIVE MCHENRY, ILLINOIS 60050 815-27MI92 14 gR 9 SITE LOCATION MAP a" OF MORONITY � ffidWf P "k;� �T N PAR MN A, P � D � YOUrmltt M-„�� P� P..N,�>�. PAN p:11 or 3umxu0 `Hxx3Gwxw IE""• -. k S 89�2"52^ uMx � ea � �iasa0ii ` AV ORE ',«Y 2'\ .r pP=Ws sW nw [ - . FTRWMT KKW_RCD _ _. ..._ i %.a p t> c Nx ALTA / NSPS LAND TITLE SURVEY WDEGREE 5 9 H PEES 49AN EA9.24 V E THEME A NORTH THE T AN RA C W ALONG y' USE M IiR� BESTNORTF A D PA MINUTES 49 SECONDS En. ATS,NORW IS DISTDEGRANCE OF 59 MINUTES n M:ST aF AHD TI 4MOOIFE T T WE OS oONSAm RNRG, IN M QUARTER. FOR A tlINOIS OR 3e6T4 FET iNEHtE Swirl e9 DEGHEIT UNVDN)FsanduuEn tt BU Q y it ti I pry p-MdIIMY 2gvFd' RS-a R2 MINUTES 32 SECONDS flSr, A3200 FEET TO THE POST OF BFgNNMF IN MOIENRY COUNTY, IWNtlS AM AGa-`z WF2IzIWper gi °0i @ a � W PMORrgYCOUNTYsw9dA,.3, I� �TEB CHAR I AR - 5wW EAST ARRGw BOLT OR xron.AxT OR WE EAST SIOE v NORTH RIHcw0a0 ROAR, 1e1.29' SOUTH OR ux/ia, ELEVATOR yy ax Apa-2e-Fx-o2a 8q2V (NAWN) �y i S� I i SIX BENCHMARK Mn - �TM � ARROW BOLT ON HYDRANT w n2 EAST AOE OF NORM SHOWS) ROAD, a05.3Y SORT OF SNFI. ELEVATOR - yy N y@ SITE BENCHMARK 03 - SOUTH BEST ARROW BOLT OR NVORANT OR WE EAST NOE OF NORM RM6WOOD ROAD, 144b9' NORTH OF MHPA ELEVATOR 7 b ] f I 779.931 ( oAPERMANENT :ND" z NUMBER05 AND .'IA k. 0 W25-42"211MUST NUMBER O ` . FIRST MIDWEST BANK, AS TRUSTEE. UNDER WE TERMS OF TRUST AGREEMENT E THE LDGATw a UNDER SI MNUTES WAS DETERMINED BY HELD OBSERVATION AND "I WARNINGS ONLY. AS PROPERTY f I GROSS AREA: MBA. 7.5979 ACRES (3306983 SQUARE FEET) PORTIONAWNG MTUN RINGWOOD RD. R.O.W. 0.5611 ACRES (24443 SQUARE FEET) } ' I NET REq VOW DwP E M>. nnE COMMITMENT 7.0356 AMU p520 SQUAREFEET) � f ,0,03,1T i I I 1 ROMUTY HATITIONAL PREPARED UR.W¢ COMPANY, COMMITMENT COMMITMENT NUMBER 2PREPARED 9TSS/01ir]�J MF HAVING AN EFFECTIVE DATE OF SEPTEMBER 1% 2017 \twill = r , i µOW 4�19 MEAMMIEWT INFAVOROF NORTHERNTN[ ISPURGASOSE CO ARµNN'c MDE OD µ RESPECTIVE AsswTM. Totl msTAORLL rownlE y �! SwMND EQ IPMENT, AND WE PNONdO 5 ELATING THERETO CONTAINS) IN TIE DUST RECORDED%FlPNO. 301 AMONG TO `\ I OPTOM K 2 AND UNREST IINFAWN OF FFNT IEE1mNNMSY FOUR TIE PHONE COMPANY, AND ITpDR R6PFCnLE SUC ES ORS AND MSICH6� I ALL Ai FaRwW f f OF SERNNc TIE L VO M'p OTHER Pgd+wtt, TOGETHER MN THE RIGHT OF `\ pM NARNEA 0 I ri� I Ott YNCriGWY:OESd' F2 EASEMENT ICESS M S NOTE�ERNPNE➢ O'RµPt)ArtMUEE BUT DOCUMENT MORNING PO E9 TOO BEINPLACEDORIAONNG THER1RESST USE IN SECTOR OF RECORDS, PAGE 417, f `� f T, THE PROPERTY S USTED AS BUNG UNINCORPORATED uGHENRY MINTY a ZONED: Al A 61 IN RAW o 1 X WACCORONG TO OUR INTERPGI OF WE FLOOD INSURANCE RATE MAP THIS SHE S USTED AS SEND N A ZONE pet DESCRIBE) AS RE1NO \ DE WE 0.2% ANNUAL CHANCE FWGKOI PER F.EMA. PANEL NO. 1711102M DATED NOAMSER Mo ODDS. 3 f MIMING NO A SMOKING SHOWN ARE MEASURED FROM WE OUTSIDE FACE OF THE BUIIDMG 10. THERE ARE NO PARKING STALLS W MOPERTY SURPMEAM. \ \ i 60 'Q1Ew EGwofREErrr EARN u)wNe Tn H, MIMING CONSTRUCTION, OR BUILDING ADmnaxsNODDED IN THE PROCESS of 0 &j caNwLTixc Hsw o4N i 2. WERE WAS NO EMERGE GF RECENT SWEET MRS OR PROPOSED CHANGES IN STREET RIGHT OF WAY ONES. `.. \ \ g4S�y4AS20" ^ V N I I I s 10. NOE WAS NO EVIDENCE OF DEUHEIM ME ATRANDs OR WE SURASYD PROPERTY �ryfp b q�ob CA yplPaNy BH �m A i E lA BASS OF BEARNGS S NOE NORTH BASED ON %UMGS VAX PLANE cwROIIATE SYSTEM, IwxdS EAST IM ZONE. sto 9'. `_ \ 0 Ell f I 15. LANIIG[c N 4271413.3v' (NAM) LwRN GDE- W OWeTe'R0.0P (NALW) 'G\ \ A FV y 1t2 I "" — Id. WHY dzOREPARdE6 FOUND WTHN WIN D)CHM RT NEED TO BE REPORTED TD THE NRIEYOR As SOON AS POSSIBLE. LAND All NMNFM=" drcmM z WT GIRDHERRRR orcNRr awn: o- RHwN5W1am FARRN1wW«« Ipm Of, � I , M\ VAX ELF1WNtl5 r n::m i RUMNnnPn COUNTY of coo¢ ) BE \ WI TF NATURAL FIMMU ( mv TITHE RANCE COMPANY SON SO n2ma. THIS IS TO OER IFY THAT W S MAR OR PUT AND WE SURVEY ON ORION IT IS BMW ME MADE IN !~..; AACCCORDAHM MLN WE Will MINIMUM STANDARD GET" REQUIREMENTS FOR ALTA/NSPS LAND TRUE ESTABLISHED AND ADOPTED BY u.TA AND NIPS, TME INCLUDES TRANS COMPLETED gyl1T��yON R LL ELECTRIC EE➢➢ i fu%06/17. lB.,0.111].14.ID,IT.IB k 19 Of TABU •A• THEREOF. NCHE NDUOF SLR1A DR VE pB�5RM4 IL AbV 60040 IFN/ .r \II..Adi NrtMµ ESTAT3E WNdS THIN _GAY of AD. RG_7 SdtllTAflY H (B4W) 016 5359 jµpg�„a6 MiY N MwEN NATURALlpollw% OVENAq DRIVE NRY L 5 e 50 PH. I w)0542 6T45 Am THAKI I. uA C 56 WINES 04 oo>S/00-Ptiou WENY HIVE O' PR ON& DESGN FIRM UmISE . , 0015 NRY, L 60 50 /9/1T MWED FOR III�'„/a/IT ADDRESSED COMMENTS A RE -ISSUED II IT 155 0 FINAL SEE SHEETS 5-2 Bh 5-3 FUR TOPpGRAPNIC DETAIL I l 1 1- %---------- I I FarFood ad IN ad III VNIFFN do ad ON SEE SHEET S�V SEE S#EET J.5-2 / / 4�' Itt I\;sR i J it II l �e i IV i : f ,4 J P Poo \� \ ..!add a °'W NNE ,� (`P" I� ' r all NIFF" IN No [ L G ; ,A` iIN l ' add do all ad .. ad FACE ad ' fin.\\ \ l \\-��w\\IF _.d/ ' ; 1 IN Of I Hip i 4..' GII 1. \ \ \ f J h1MIN a 1 A t \ \pp ".% FIF ad I I IF IN .. all 41ad ad '. \ \V IF P. 1.4 For/ l j • L I 1 \ f i JAv ' , a,a�t�(� .-i,'"'" t.\�Ild IN MIN N\�� ''.,,p+ ior s/J. ad alp Of mur low I Mill IN I ` T%CAW .I'IN � I Fad air .1 5�.` V'�Aj. \AN.\ I a IN 4 IN �...IN \IN -104 .i4 pV � 'R.A SITE �. pp LOCATION MAP m�� O dux[ J Imz [uR d INF M[ QlRY 1544 FAIN UN Bl\ba' _ aTMss RousiR oAnE �u aFAA MAFINUEME se�l " v, a eoo5o uNE (TMWj a BIL isode 'o�,r�.) WMENRY S . T..r' vnUdrtru�nw (RAW 415 INDUSTRIAL DRIVE NIC0,4 BB)FB43-e]q0 �. U� wr poA _ _ Mc=RRNRY, IL 80050 PN. M[ _ WAFER WEREACE ME C N WOL mm wu. — an DF N�HENgr on VALK WAIT Mmn WNICIVAL — CHAIR INDIIS�RI�I �� IRE all l UAW") ■ Nn[5W IA..Me\I:aM) -N,RAN OAS KIN_MULE MENRY, IL BO S0 +11RN c 0;.. ro,) �° ^¢ I LAND w,m (e usm O nI4 ^ I AD wwrmINYmM,w(12'Rv WAm ,�M� J I oW x(�G) waC'ule: ' el ni i Or xw mal ( / "%o Fill IF (VERNON) x QRM ITWEE NA•t7nTY Cie AP NNI MA.,M. Y MR' Aa SE) INAmmat (Ix• w M t l I n 4 It Aide AIMLER s�'ilwi e I.AOT I Nw] (IV Ro E) amor (it REA SAW I I \\i O / II Q�.TSA[MImSAUON) . E I 1 rz�.Y (it Am NAO N°N+ ilur DY AV M t Q om.4T pRRM)) �DYRGPM — R \ i aya sSsHWv II 1IN • (Ix' REP NO j l `1 I TRUCTURAL air mom Rv K) I+ •m '%`) i I (x4• ws HEM / t Die T5�IWAVEi yo T CAN III Rog i / II neaai""emII101�mIIR -. %;tl REWE wNNRP © ANSI AT UP V IV OUR. N/S Y1` Ii - ©wm[+xu[sY Mnmis "will wwm) ( i Nwni]a (e CAP. 9) +�TEAD R MI � %7 ©n' Ii"nT01�`IeRn G'�"F Iz xn pPe I \ \ SON I WL ad III IN .. 11 It AN IF V4 Novill I If m \ ..,.. •II- FP II � - *`' &FIR I xoTES: -rt-� I SITE B ENIMNARN P - SOF EAST U ROW BOLT ON HMRANT ON TIE EAST WOE OF ' NORTH flNOWOOD ROAD, 15139ARNICA E AtIIXI - ]Re.xt' (HARDER) •� J wI' WIFE BENCHMARK AD - SOUTH WEST' ARROW BOLT ON M9RAVT ON FINE EAST SOL OF r1` .• - // [[�� I� NORTH RINGWOOD ROAD, 005,5Y SATIN OF CAR. ELEVATON - ]R].I]' (NAWRR) NSTE ORTH NNc RN #3 SOUIN P5T ARROW BUT ON HIET ANT M FINE T 90 � SOL OF W000 ROAD, u4 v NORtN OF MHPx. - CHAwem At K FIN IN IV .I\ ` , �` � ^ �4 � k r�wm at I : . VIV ' IN �< �.ad IF.\ . 41. • 1. ,t, :T,N \ ACAL EE SHEET Sall PER AFIVE OVII[A.L BOUNDARY INFORMATION h PROPERTY DESCRIPTON Estoh9shed 1999 p@@(fa W ALTA / NSPS LAND TITLE SURVEY 2009 N, RINGWOOD ROAD MC MC HENRY COUNTY HENRY, ILLINOIS RFtR t•-io' DATE CfMR 09 10 7 Do M7201 STNO.ES-3 OF 3 e�9.-+.�suo 1 .. �i R „M. '4fl9RE ~�-_ . LOCATION MAP LEGEND ® ____ �_ _ O ��6-�w., n �oE i�wz,aE cw,nL�,�E nE�] xf udl ��' emR�. } ld,nuWb Rxw°,x�w>RPRE —>-- — 1R©w�x.�w�Rnn _�, — — E HY �® Imw�A,crt.) w�np, — wm. m e vmss,xuWew.neaxt -�.— u¢OEe,ae OxE f" f __--__ �' wvwnxer(]r Teruo ,:'w'1 ;�*,+,. + �!� /d�.tt i erxQ �.,.,,qm,.o� ,,, , wol' u:Yl ,\ _ ' ,.,.w I � '...w� � � a �,� 6, ���; �'y/ ;� f�ll p �ju J"� 4)ASPxA� ;F f .,�, _y A3 P ♦. �w//1Ij f-ii � '�Y/II`�Rd w,.bo� �� d �u'n Iu°' *�i,� ,f m.�u A'},•i'>Mn'�:s• �' � �%/I 'o'-� - y_---_ ____ - � •,-_n._ a..wnClw4 �.+" f. _ __ .`°� e� =p�— - _�- _n,-__w-A--___ _ __ __ �.� _________ ______ _______-..p__ _ ___ _ _________� ____ ��_ — _ _� X- __y______ __ _______________ ________ __ `p....�� :+` -.I] ` I ¢ EEs�W Rw j ,A4 • \`'�` I �/.i i I. _ __ w f � i' � '� i a"�I"�I � `\\ III ; �.� .......... ........ �""�.. ... I i ,\ i t it ��\ i � ..... i,r° , � �� . P � :........ � r � i i �'m u� aWE,as�E ; �. , �, , �Y , ' __ � ' / � ' / / mm K A � A i / � i �' I I i� � ;N' ' l i i i i � Ett6a '� i / �} ' . / F---'-- a'* '� / �'"� / : � � 11 ;i' l ,.+1 � �+ it .+'' / :�%` / � i i' / %` / '� I I I I / � / ' �,/', / � II II j �' / I %' � �! jJ 11 II II I //'i % / I , ' � II II I I I i ; I ; _ , , , , II , / % ;'' %/ �/ i� FAax FIELR � 1 � II cnaP�wE- %' i n E I E I x 6I ;---------� % ° g j ; ail'/ /' '''�' ' %l % / ;' / ',I'{ . ' � . ' , ' / ."i ''� �" ^tar i' � � ,..' it / i � ' .r l i I 1 � l_ r I I 1 — / % � .% /' A �,: � * � * . ' � I 1 % � � /� �_________� i l l l I I I I � � :�' :�, / I I' I I I i I �' I 1 I I I I I I 1 s /�v�m1�vil,eLi v`iv illea�q �� � r� o ���ivi o. �-i cairai �, I a. �e cn —, cn�� � v ® ® sm 9 ® v(� / 1 I 1 I I � I Y _ � ' +`' I � �I li �1 i` ;s%' �fJ, ..`f '/ ,d �l /f � �/ -� � ----- � d r / / / \ �� / / i / i m¢di M4�� ORUS 80050I� BEFM'IµLEEUN B6LOw01B SANITARY PH. (81)) Bi6-6]60 q IttIS5 OF MdIFNRY�� xAi�RAI,_F,-A.s. NCHFNRY, IE 900.SORIVE PH�(BaBJ B44-e)HB TY OF MwENfl � MiIHENPY, ILL 60�6a IK 1S® j i ALTA f NSPS �,, i } T LAND TITLE SURVEY :� "� � I f / I I � -ma' s,av l ( _) r Qie \ i' � I wv.lmnY (r c.uP.) N mW(sau)�h) 1 \� j i i �ie cw Y ns x9 :w� fir � WsN '�l I ]>(N3' m� � ' �,i � i o;;• nx „r � �J jf i �N ]�oA�or�4�n l' i � os �a ��NxE \\I.i i OTe nsn�sRnx� 1"� f niw (,r nn xeq ,}� � I I w m]r I,S na sp f i QRRx-mnY�( s�iR,cry /I wni0> (n• iw wU f w AT (sTuwC / >� IR,ww� '�� 1� ,� O w „ I,z�HLi O li I ®�:w�AnMr,El �� y nuY Iz! nv ra/r,q � � / • � QHaR��6Er'i"NN'""N i ( 1 i dv mBAri'': Fm � r° � _ l •� n ,> z anal �\ I y'r ©�s>�ET mF �iR v.V. N/s ' / ©]Y mlafiEMs�aJJCN,2 i �� y I�! P, x/s � � L' � ms.,� (s,ab�oA . � � i i'/ Q n'�n"ar�aR�J� Y y .SHTN OE,S N/3 n1E / 'y 1 l \Is I I wa ; s I (, 6 11 I y l ,Es I O TI) g6FNO�W�A"o�l - SdNH�u6T ARROW BOLT ON H]➢RANi ON TxE G4i 40E OF w i i , , �x aF uxm. ncvAnw . Teaq.• MnwenJ cxu oo no- m a xur Anaow �i �H non i � TME pnwmjE � j i � An. s]•� u,H aF Bun. - Bs,r � ABH p - sou sr MROw BOLT w xroRNn BH TIE usr 4oE of ( �I E x6a,H nix6Wvoo AR, ,.uir Honor aF xxna E]EvnnoN - ns.6s tNAwmJ jI � • wa � � I ! r'' , , 'i ^I � i �. N..ww Eslabfshed 1998 pc�c�c7�� ALTA / N3P8 LAND TITLE SURVEY 2009 N. RINGWOOD ROAD MCHENRY COUNTY MCHENRY, ILLINOIS scALE onTE Ro 0100997 oRFrR x . CHNR OWG BEE SHEET S-1 FOR FOR DYERALL BOUNDARY INFORMATON d: PftUPERTY UESCRIPTON NO SHEETS-3 6 d w N00.03'08•E 588.74' �a5 3i Ik 9 s: �•y:: a zi 0.� �I f •� � � I fa s A6 I A • 0 �3 a --------------� --------- �`--------------------- 171I ag ags:=P o§o w8a ggMmwl Z-g`O9 FOF9� 'F96'u.2 ��'-EgSq'33i £:2Nz Bkpy�o9 "9�s 98mm ix m a pa o wR �; 0 myz � w i o® 8 Z 0 3g g B� �z tom Ea e� f (, § F E� o� WfLMLJDEV E1TH1 1• a oa• � s s sy DIMENSION PLAN v NEW BUILD Speedway. wo.opw.a o�„� °� om A b RWM 120 A RWD RWR ® .rcw� rmw4 wow Ln N 1p �l NOETWY IXNINIV ueae rxcn �a�d+(aq a.,un• ea'+�•nnm, N e Oo E"°""a p' IMAEi9iV,L ss �� ILL nss No_ IN Wo a 4�: bfnw,w vj 1 .-._ter-LLB � �•m� • r -. FF / 3INGWOOD ROAL)�- _ o s s s P zi - `� z£ MN ne3 ®� " ' s✓CD w _ on on m fl iu w m o _ OZ fm IT € 04 ' zM Pa MMM LANDSCAPE PLAN NEW BUILD RDUTE 1208 RINGWCOD RCAD MCHENRY CDUNTY MCHENRY, IL Speedwa�,y e�ryr �flPaP�,E osscx we GflWP. LLC 1' 15' -9• PANELS 1.3 PANELS 8-10 5' -7 7/8" 1' Ito ¢yam Speeg&6 _ DEF AT A o LANES - peedlw CLEARA CIE 16' 6" 4 \Ns 2—LANE CFL ENTRANCE SIDE CAANCIFFFY WINK a PANELS a: 10410W�I+nY R cn N IeT1eNs ? ACE CANOPY FASCIA WITH "SPEEDWAY" CHANNEL LETTERS AND "SPEEDY CAFE" DETAIL ELEVATION "C8" & "C9" & " CID to CANOPY FASCIA WITH "SPEEDWAY" CHANNEL LETTERS ELEVATION "Ci" SCALE 1/4 ' " 1'-0" SCALE: 1/4 ' WE 1'-O• 49' -9' - EXIT THIS �IDE ONLY �r � W� W�.�� 2-LANE CFL EXIT SIDE IXTE" PAMN mlmrn ON CANOPY WIN 6 PANES CANOPY FASCIA WITH "SPEEDWAY' CHANNEL LETTERS AND "SPEEDY CAFE" DETAIL ELEVATION "C5" & "C610'& "C7" SCALE:- 1/4 ' WE 1'-0' CANOPY FASCIA WITH "SPEEDWAY" CHANNEL LETTERS AND "SPEEDY CAFE" DETAIL ELEVATION "C2" SCALE 1/4 ' - 1'-0' TOTAL 10 SIGN CAfi1XE11 I1f0 60. F1.1 50 SIGS.F. OIflECTIONAL -�� N OPTION * I T �'�� IEI.NIfrWi4N�O:IfIil�lIf111 :a. e on ati:Wit WENT NWI�\ M 0 A xsmlecrrdr�inccQ'rTrrr.9irnm4i i' r Irr .L eedw�y71 1 LFD HU MNAI DCHANNEL IEf n 19A6 S.F.1 RFAAM ANFA FRONT ELEVATION 2fi0 SOFT. MID -RISE No SIGN "02" SCALE NTS CANOPY FASCIA lM1H "SPEEDWAY" CHANNEL LETTERS ELEVATION "C4" CANOPY FASCIA WITH "SPEEDWAY" CHANNEL LETTERS AND 'SPEEDY CAFE" DETAIL ELEVATION "C3" SCALE 1/4 ' =I'-O' �—'SPEEOi GFf" 10 SIGN IT1.6 60. F1.1 &ESOSAY•Fi SIGN Z E.O. PANEL EACHINUMERALS I3 PA EL PRICE GGXI mil PANEL PAICE SIGN 1151,3 60. FT.1 cNA9E 4._ SIDE ELEVATION READER BOARD ELEVATION "A3" SCALE 1/4. 1'-O' "SPEEDY CAFE" SIGN ELEVATION "A2" CALL 1/4 • . It -ow "SPEEDY CAFE" SIGN ELEVATION "Al' SGLe 1/4 • = I'-T IL/.. _IR13Mf_ Tx Fn GOAL POST SIGN "D1" l:s::sT6. Wmzz�� CA o w:aAc::r o-�a 111 I' ��� I \ � \ ° / TF \ \ I . \ � �20 � \� E4 �� � � lv � \ � �� o � \ � � � \ \ \ I \ \ I \ � � ° \III \ \ \VII f \ \ 36-12" '4P��� L�OI�P��C�@ :..�:: 36-12" RwIDR �P,,, "� Q�40 / �Ut1�Q��16� I..,.y. TRU 'AEFFR i0 EVERBANE 0.AANINGS FOR FDDNDAPDN onwls 36 — 1 2" 'Rwms �P(�6�3 ' rin.�� ' F�M CK ENTRANCE ELEVATION Ei ...........,�::�f:�::.�r .. ,,.,,,�. TRUCK EXIT ELEVAl10N E3" •AFFFA iD EWiAPoIE OAANINGS NR FDNNDAIIDN DEfwlS sroR slcN ELEVATION E5" NO LEFT TURN ELEVA110N E8' �:. I -.� AUTO ENTRANCE ELEVATION "E2" 'AEFEA N E4FAARNE DAANINCS FDA FWNDAnON DEi.VLS 36-12" 3� /� (�}} • Rwlus � 2 I vAN MT — ��y.O(y FALE yYYY.�g� �CC7)nnCC �I � amuSW DO NOT ENTER SIGN ELEVATION E6 Ef a� AUTO EXIT ELEVAT 0 E4" §§§ `AEFFA i0 ENAARIIE DRA'MNCS FDR FWNDATDN OETAAS �� RIGHT TURN °- ONLY - - -- Z�J $ RIGHT TURN V' S � $ � ONLY SIGN �' m a & w ELEVATION E7" o z � z � r �� w � 0 �r pppp II IIIII!!!!���!�!!IIIIIIIII!!!!!!wP!!!P!PIIIII FJMC"4ddOw 14"MF: 7= 0 i FRONT ELEVATION j ®i ,a F REAR ELEVATION LEFT ELEVATION J Z 0 >o Wm Trig ioe Q in :ma W 100997 X X o E'„ 4600 V2 RSIW RW I DAR 100997-ELEV I D 42o North Front Street I Suite 100 I McHenry, IL 60050 i Main 815.385.1778 + Fax 815.385.1781 HRGreen April 97 2018 Mr. Douglas P. Martin City of McHenry 333 South Green Street McHenry, IL 60050 Re: Speedway at Route 120 and Ringwood Road (171463) Dear Mr. Martin: The following items were received by HR Green Inc. (HR Green) on April 3, 2018 for our review: HRGREEN.GOM ■ Public Hearing Application File Number Z-926 including Dimension Plan (CS1 and 0S2) prepared by W-T Group LLC on 01-25-2018 and last revised on 02-2018; ALTA/NSPS Land Title Survey for 2009 N. Ringwood Road (S-1, S-2 and S-3) prepared by W—T Land and Construction Surveyors signed November 7, 2017; Landscape Plan (LP, LP-1 and LP-2) prepared by Corporate Design and Development Group LLC on 03-15-2018; and Signage Plan (SS, SS1 and SS2) prepared by W-T Group LLC on 03-15-2018. ■ Traffic Impact Study Proposed Illinois Route 120 Speedway Gas Station prepared by Kenig, Lindgren, O'Hara, Aboona, Inc. on March 14, 2018. As requested, HRGreen has reviewed the Traffic Impact Study provided for this site. The following are our comments related to the submitted materials above: TRAFFIC IMPACT STUDY 1. The information provided in this report appears to be reasonable for the provided site. HR Green has no comments related to the TIS. GENERAL COMMENTS The following comments were items that were noticed in a cursory review. These items should be addressed during final engineering of the site. This list is intended to asset the design engineer with completing a complete submittal. 1. [DOT approval for the entrance on Rt. 120 will need to be provided. 2. A wetland delineation or indication that the wetlands shown adjacent to the site, do not encroach into this site. 3. The property appears to be subject to flooding at its northeast corner. Grading or improvements within this area should not adversely affect upstream and downstream properties. 4. A drain tile inventory or a request for drain tile survey waiver meeting the requirements of the McHenry County Stormwater Ordinance shall be provided. 5. Water Quality provisions for filtering the stormwater run-off from the parking lot shall be provided. 6. The City requires a Booster Pump Station to be located on this property. Approximately 20' x 50' space is required for the station with a generator. The Public Works department is currently looking at the southwest corner of the site for this station. Mr. Douglas P. Martin Speedway- Rte. 120/Ringwood Rd. April 9, 2018 HRGreen 7. Consideration should be given to additional ROW dedication on Ringwood Road. Per the City's Comprehensive Plan, secondary arterials are to be 80-100' in width (ROW) with a 5' sidewalk, a 10' bike path and a continuous 4' painted median widened to 12' at intersections. 8. Per the City's Comprehensive Plan, pedestrian and bicycle access should be considered in all commercial development. The City of McHenry Park and Trail Map indicate that a bike path (10' off roadway) should be provided on Ringwood Road. 9. Stormwater management basins may need to be fenced due to proximity to school. 10, A Natural Resource Inventory Report for the property is required per State statute. 11. Street/Parkway trees should be provided per Ordinance. 12, With the true rear yard of the site being near a future lot, clarification may need to be given on the requirements for the rear -yard set -backs and landscape requirements. 13, It appears that landscape screening for the building and parking lot have not been addressed. This should be clarified at engineering submittal. HR Green's reviews are to determine compliance with the municipal Subdivision Ordinance, Zoning Ordinance and State Statute and in a manner consistent with that degree of care and skill ordinarily exercised by Engineers and Surveyors currently practicing under similar circumstances. HR Green's review did not include an examination of submitted documents as to their overall style or presentation, field verification of existing conditions, elevation grades and topography as shown on the plans, and verification of the submittal or the issuance of permits from any other governmental regulatory agency. HR Green disclaims responsibility for any errors or omissions by the design engineer. The developer, their engineer and their surveyor are not relieved of any responsibility for the correctness of the existing field conditions and design of public or private improvements because of our review, or subsequent approval of the plans and specifications by the municipality. If you have any comments or questions, you can reach me at 815-579-8346. Sincerely, HR GREEN, INC. Chad J. Pieper, P.E. City Engineer CJP/cmc/ cc: Mr. Ross Polerecky, City of McHenry Mr. Jon Schmitt, City of McHenry Ms. Christie Caldarella, HR Green, Inc. Ms. Michelle Zuzzio, HR Green, Inc. J:1201711714631PIan ReviewslPlan ReviewslSu6mittal #111tr-2018 0409-Rte120PreIReu1-CJP.docx Page 2 Office of the Chief of Police N1m nr 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 SUPPLEMENT TO: Mayor and City Council FROM: John R. Birk, Chief of Police FOR: May 7th, 2018 Regular City Council Meeting RE: Sale of Police Vehicles ATT: Ordinance AGENDA ITEM SUMMARY Council is being asked to consider staffs request for the authorization of an Ordinance to sell one (1) vehicle. Each fiscal year staff conducts an analysis of its vehicle fleet. This process includes the examination of vehicle age, vehicle condition, vehicle mileage, and historical maintenance costs. The purpose of the analysis is to determine if a vehicle should be retired from service. Staff has concluded that one police department vehicle should be retired from service and sold at auction to the highest bidder. The funds generated from the sale of this vehicle will then be placed into the General Fund. Staff will be present to answer any questions Council may have at the meeting. BACKGROUND The McHenry Police Department currently has one vehicle that was taken out of service during the 2017/18 fiscal year. Squad 331 needed repairs of which the cost would be more than its value. Unit Dept Year Make Model VIN Mileage 331 Police 2011 FORD CROWN VICTORIA 2FABP7BV2BX168836 127,000 ANALYSIS Squad 331 is seven years in age with an approximate mileage of 127,000. Its odometer is not functioning so the mileage information comes from service records. During its years of service, the vehicle was used as a patrol unit and as then used for officers' transportation to court and training outside of the city limits of McHenry. At the time this vehicle was taken out of service, its overall condition and mechanical maintenance records confirm that continued repair costs for this vehicle outweigh its value and keeping it in service would not be cost effective to the City. The police department does not intend on replacing this vehicle this fiscal year. RECOMMENDATION Staff recommends utilizing the services of Clinton Auto Auctions to sell this vehicle. The McHenry Police Department works with Clinton Auto Auction regularly and has always received positive results. The timely sale of this property will allow for the highest purchase prices and return of General Fund. Therefore, if Council concurs, then it is recommended that a motion be made to approve the attached Ordinance authorizing the sale of the presented vehicle through Clinton Auto Auction out of Clinton, Illinois. Ordinance No. ORD=18- An Ordinance Authorizing the Sale of Public Property Owned by the 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 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, in the opinion of the corporate authorities of the City of McHenry, it is no longer necessary or useful to or for the best interests of the City of McHenry to retain ownership of the public property hereinafter described; and WHEREAS, it has been determined by the Mayor and City Council of the City of McHenry to sell said public property for cash. NOW THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF MCHENRY, as follows: SECTION 1: The Mayor and City Council of the City of McHenry find that the following described public property now owned by said jurisdiction is no longer necessary to said jurisdiction and said jurisdiction would be best served by the said public property sale: SECTION 2: The City Administrator is hereby authorized and directed to execute an auction services agreement with Clinton Auto Auction Services and to sell via public auction utilizing the services of said company the herein named item now owned by the City of McHenry. SECTION 3: Upon payment in full, the City Administrator is hereby authorized and directed to convey and/or transfer the aforesaid property to the respective buyer. SECTION 4: This ordinance shall be in full force and effect from and after its passage by the corporate authorities. PASSED and APPROVED this ' day of 12018 Voting Aye: Voting Nay: Abstaining: Not Voting: Absent: ATTEST: City Cierk Mayor Department of Public Works Jon M. Schmitt, Director 1415 Industrial Drive McHenry, Illinois 60050 Phone: (815) 363-2186 Fax: (815) 363-2214 www.ci.mchenry.il.us CONSENT AGENDA SUPPLEMENT DATE: May 7, 2018 TO: Mayor and City Council FROM: Jon M. Schmitt, Director of Public Works RE: Water Meter Replacement Program AGENDA ITEM SUMMARY Staff requests City Council to consider approving a blanket purchase order for water meters from Midwest Meters, Inc. in an amount not to exceed $250,000. BACKGROUND/ANALYSIS In December 2001, the City began installing Badger Meter "Trace" transponders, which have a 10-year battery life expectancy and allows the meters to be read via radio technology (drive -by). In 2006 Badger Meter discontinued "Trace" transponders and introduced "Orion" transponders with "drive -by" technology and a battery life expectancy of 20 years. The "Trace" units have reached and are surpassing their battery life expectancy. Originally, 3,875 units needed to be replaced, and there are approximately 1,100 "Trace" units still in circulation. In addition to transponder change outs, it will be necessary to replace the meter bases when required. In January 2014, the USEPA amended the Safe Drinking Water Act (No Lead Law) as it relates to lead in manufactured brass products, therefore existing meter bases may no longer be rebuilt and must be replaced with meter bases manufactured with no lead. Midwest Meter, Inc. is the local distributor for Badger Meters, and the sole provider for the City's meter reading software and equipment. The 2018/19 Public Works Water Division Capital Improvement Program (CIP) includes $225,000 for water meter replacements, an additional $25,000 from the 2018/19 operating budget will cover the $250,000 for the purchase of water meters. RECOMMENDATION Therefore, if Council concurs, it is recommended that a motion be made to waive the bidding requirements and approve a blanket purchase order for water meters from Midwest Meter, Inc. in an amount not to exceed $250,000. The City of McHenry is dedicated to providing the citizens, businesses and visitors of McHenry with the highest quality of programs and services in acustomer-oriented, efficient and fiscally responsible manner. Department of Public Works Jon M. Schmitt, Director 1415 Industrial Drive McHenry, Illinois 60050 Phone: (815) 363-2186 Fax: (815) 363-2214 www.ci.mchenry.il.us CONSENT AGENDA SUPPLEMENT DATE: May 7, 2018 TO: Mayor and City Council FROM: Jon M. Schmitt, Director of Public Works RE: 2018 Pavement Maintenance Program ATT: Contract Document and List of Locations for Reclamite Application AGENDA ITEM SUMMARY Staff requests City Council to consider accepting a proposal from Corrective Asphalt Materials (CAM) to apply reclamite maltene based rejuvenating agent to the roads and parking lots that have been recently resurfaced or constructed. BACKGROUND The City began applying reclamite to recently resurfaced roads in 2016. Reclamite application can extend the life of asphalt pavement for an additional five to seven years. It rejuvenates and seals the surface in-depth by replenishing the lost maltene in the asphalt binder. This product can be applied to roads or parking lots within two years after asphalt pavement has been installed. The 2018/2019 Capital Improvement Program includes $50,000 for pavement maintenance with revenues from the General Fund. ANALYSIS The City of McHenry partnered with the Village of Algonquin, Village of Cary, City of Crystal Lake, Village of Huntley, Village of Lake in the Hills, Village of Lakewood and the City of Woodstock to request a joint proposal from Corrective Asphalt Materials (CAM) for reclamite application. The City of McHenry facilitated the bid specifications and proposal solicitation. The proposal was received on March 22, 2017 and was a multi -year proposal, which included pricing through 2019. The unit cost price for 2018 is $0.82 per square yard. Corrective Asphalt Materials (CAM) is the sole provider for this material and application. The City of McHenry is dedicated to providing the citizens, businesses and visitors of McHenry with the highest quality of programs and services in acustomer-oriented, efficient and fiscally responsible manner. Staff is recommending applying the reclamite maltene based rejuvenating agent to the attached list of roads and parking lots. This is a unit price contract and the final cost of construction will be based on actual final quantities. The Wastewater Treatment Plant location will be included in the contract and will be funded utilizing Water & Sewer Funds, while the balance of the contract will be funded through the General Fund. Several nearby municipalities and the McHenry County Division of Transportation have had success with extending the life of their roadways with the application of this product. This would be the third year the City of McHenry has contracted the application of reclamite with CAM. RECOMMENDATION Therefore, if Council concurs, it is recommended that a motion be made to waive the bidding requirements and accept the proposal from the sole provider for this material and application, Corrective Asphalt Materials of Sugar Grove, Illinois in the amount of $51.528.80 ($48.084.80 General Fund, $3,444 Water and Sewer Fund) with an understanding that the final contract cost may vary and will be based upon final documented and completed quantities. The City of McHenry is dedicated to providing the citizens, businesses and visitors of McHenry with the highest quality of programs and services in acustomer-oriented, efficient and fiscally responsible manner. CITY OF MCHENRY PURCHASE ORDER - CONSTRUCTION (Small Projects) Date: Mav 7, 2018 Project: 20I8 McHenry County Municipal Partnering Initiative Pavement Purchase Order No.: Location: Various City Streets Owner Contractor/Vendor Architect/Engineer City of McHenry Corrective Asphalt Materials, LLC 333 South Green Street PO Box 87129 McHenry, Illinois 60050 South Roxanna, IL 62087 Phone: (815) 363-2100 Phone: (630) 4654142 Phone: Fax: (815)363-2119 Fax: (618)254-2200 Fax: Contact: Derik Morefield, Contacts Marc Hamco Contact: City Administrator NEEMENE COST OF WORK The Contract Price of the Work under this Purchase Order is $51,528.80 SCOPE OF WORK: Furnish the Work/items described below in accordance with the following plans and specifications: Q General Contract, dated , 20_ Q Specification No(s): , dated , 20_ Q Plans dated Q Addendum No(s): Q Other: McHenry County Municipal Partnering Initiative Pavement Rejuvenator Joint Contract Proposal The following prices shall remain in effect for the duration of project: QUANTITY UNIT OF MEASURE DESCRIPTION/ITEMS UNIT PRICE EXTENSION 627840 SQ YD Provide all labor, materials and equipment necessary for $0.82 $51,528.80 construction/installation of: Reclamite Pavement Rejuvenator TOTAL $51,528.80 NOTES: 1) 2) WARRANTIES and INDEMNIFICATION Contractor/Vendor agrees to provide the following warranties for the Worlc: (a) all workmanship to be warranted for a period of one (1) year - manufacturer warrants material; and (b) all other warranties contained elsewhere in the Contract Documents or Supplemental Conditions hereto. Further, CONTRACTOR/VENDOR SHALL FULLY INDEMNIFY AND SAVE THE CITY OF MCHENRY HARMLESS FROM ALL CLAIMS, LIENS, FEES, AND CHARGES, AND THE PAYMENT OF ANY OBLIGATIONS ARISING THEREUNDER, pursuant to the provisions in the Supplemental Conditions hereto. CONTRACT TIMES Contractor/Vendor agrees to commence Work within forty-eight (48) hours of receipt of the Owner's Notice to Proceed, and to complete the Work no later than July 27t'' 2018 per the Contract Special Provisions. Time is of the essence. THE TERMS OF THIS PURCHASE ORDER AND THE ATTACHED SUPPLEMENTAL CONDITIONS ARE THE ENTIRE AGREEMENT BETWEEN THE CITY/OWNER AND VENDOR. No payment will be issued unless a copy of this Purchase Order is signed, and dated and returned to the Owner. Material certifications/test reports required. All domestic material, unless otherwise specified. Purchase exempt from sales and/or use taxes, ACCEPTANCE OF PURCHASE ORDER The parties, for themselves, their heirs, executors, administrators, successors and assigns, do hereby agree to the full performance of all terms and provisions herein contained. IN WITNESS WHEREOF, the parties hereto have executed this Purchase Order the day and year written below. CONTRACTOR/VENDOR: PURCHASER: City of McHenry By: Representative of Vendor authorized to execute Purchase Order Title: Dated: SUPPLEMENTAL CONDITIONS 1. Acceptance of Purchase Order: The Purchase Order is an offer to contract, buy or rent and not an acceptance of an offer to contract, sell or rent. Acceptance of this Purchase Order is expressly limited to the terms hereof, and in the event that Contractor/Vendor's acknowledgment or other response hereto states terms additional to or different from those set forth herein, this Purchase Order shall be deemed a notice of objection to such additional or different terms and rejection thereof. This Purchase Order may be accepted by the commencement of any Work hereunder or the delivery of any goods herein ordered, and, in any event, shall be deemed accepted in its entirety by Contractor/Vendor unless Owner is notified to the contrary within ten (10) days from its date of issue. 2. Amendment, Modification or Substitution: This Purchase Order contains the entire agreement between the parties. Any modification or rescission thereof must be in writing and signed by Owner. No proposals or prior dealings of the parties or trade custom not embodied herein shall alter the interpretation or enforcement of this Purchase Order. 3. Familiarity With Plans; Qualifications: Contractor/Vendor acknowledges that it (a) has examined the site of the proposed Worlc and is familiar with Lite conditions surrounding same; and (b) has examined the plans and drawings, and has studied and is aware of, and satisfied with, the requirements of the Contract Documents. Contractor/Vendor represents to Owner that it is fully experienced and properly qualified as an expert to perform the class of work provided for herein, and that it is properly equipped, organized and financed to handle such work. Contractor/Vendor shall finance its own operations hereunder, shall operate as an independent contractor and not as the agent of Owner, and shall hold Owner free and harmless from all liability, costs and charges by reason of any act or representations of Contractor/Vendor, its agents or employees. 4. Workmanship; Safety: All Work shall be performed by Contractor/Vendor in a neat, skillful and workmanlike manner, and all materials furnished by Contractor/Vendor shall be new and of the best description and quality of their respective kinds, unless otherwise specified and ordered by Owner in writing. All Work and/or materials shall be subject to the inspection and approval of the Owner, its engineers and representatives. Contractor/Vendor is responsible for its own and its employees' activities on the jobsite, including but not limited to, the methods of work performance, superintendence, sequencing of work, and safety in, on or about the jobsite area in which it is performing the Work under this Purchase Order. Owner and Contractor/Vendor shall not require any laborer or mechanic employed in performance of this Purchase Order to work in surroundings or under working conditions which are unsanitary, hazardous or dangerous to his health or safety, as determined under applicable federal and Illinois construction safety and health standards 5. Extra's and Change Orders: No claim by Contractor/Vendor that any instructions, by drawing or otherwise, constitute a change in Contractor/Vendor's performance hereunder, for which Contractor/Vendor should be paid additional compensation shall be valid, unless prior to commencing such allegedly extra or changed performance, Contractor/Vendor shall have received a written supplement to this Purchase Order authorizing such performance signed on behalf of Owner by a person have actual authority to do so. No claim for additional compensation on the basis that Contractor/Vendor has incurred any expense by reason of any act or failure to act or Owner or its contractor, subcontractor, materialmen or any other parry shall be valid unless made in writing within 30 days of the alleged act or failure to act and approved by Owner, provided, however, that if the Contractor/Vendor should be delayed in furnishing the articles, items, equipment or materials (hereinafter sometimes referred to as "goods") or services or Work (hereinafter sometimes referred to as "Work") ordered herein, by the omission, neglect or default of Owner, its agents or employees, Contractor/Vendor shall be entitled to no additional compensation or damages for such delay, and shall be entitled only to an extension of time for a period equal to the time lost as a result of the aforesaid causes, determined by Owner. Any charges for extra not so authorized will not be paid. 6. Inspection and Acceptance: Owner shall have the right at all reasonable times to inspect and test all goods, materials or Work furnished by ContractorNendor and all Work performed or furnished by ContractorNendor. Notwithstanding any prior inspection, the passage of title or any prior payment, all goods, material and Work furnished thereunder are subject to final inspection and acceptance by Owner at its job site. If, after inspection, Owner rejects any goods furnish by Contractor/Vendor thereunder, Owner may, at its election, return those goods to ContractorNendor at Contractor/Vendor's expense, including the cost of any inspection and testing thereof. If Contractor/Vendor fails to proceed promptly with the correction or replacement of any rejected goods or Work, Owner may replace or correct such items or Work by purchase or manufacture and charge the cost incurred thereby to ContractorNendor or terminate this Purchase Order for default in accordance with paragraph 12 herein. By inspecting and not rejecting any goods and Work furnished thereunder, Owner shall not be precluded thereby from subsequently revoking its acceptance thereof it the goods or Work are later discovered to be nonconforming with this Purchase Order or the specifications and drawings applicable hereto, even if the defect does not substantially impair value to Owner. 7. Taxes, Delivery, Risk of Loss: Unless indicated to the contrary on the face hereof, it shall be the responsibility of Contractor/Vendor to arrange for and complete delivery of all goods or materials. If the goods or materials furnished thereunder are equipment, Contractor/Vendor shall give Owner two (2) working days' advance notice of delivery. All goods or materials furnished by Contractor/Vendor should be shipped in the manner and at the times indicated on the face hereof at the expense of ContractorNendor, it being understood that the risk of loss with respect to such goods is with ContractorNendor until such goods come into the actual possession of Owner, regardless of the mode of delivery or earlier passage of title. This project is tax exempt. The Owner's tax-exempt number is E 8. Payment: Owner will make partial payments to the ContractorNendor from tune to time for the Work performed and the materials furnished by the ContractorNendor. Provided, however, in no event shall Owner be obligated to pay Contractor/Vendor any sum that exceeds the Contract Price absent a written change order executed by Owner. 8.1 Prior to issuance of any payments by the Owner to the ContractorNendor, the ContractorNendor shall furnish to the. Owner (in a form suitable to the Owner) an application for the payment then due, together with receipts, waivers of claim and other evidence showing the ContractorNendor's payments for materials, labor and other expense incurred in the Contractor/Vendor's Work hereunder. The Owner will, at all times, be entitled to retain ten percent (10%) of all monies due and owing to the Contractor/Vendor as a part security for the faithful performance of this Agreement. This ten percent (10%) so withheld will not be paid to the ContractorNendor until the Owner has issued to the ContractorNendor a final acceptance of the Project. 8.2 Owner may withhold the whole or any part of any payment due t& the ContractorNendor to the extent necessary to protect and indemnify the Owner from loss on account of (a) defective Work not remedied; (b) claims filed or reasonable evidence indicating probable filing of claims; (c) failure of the ContractorNendor to make payments promptly for material or labor; or (d) ContractorNendor's failure to furnish Owner with all written warranties and operational manuals for the Work. 8.3 ContractorNendor hereby authorizes the OWNER (1) to deduct from any amount due or becoming due the Contractor/Vendor under this Agreement for all amounts owing from the ContractorNendor to (a) the Owner for back -charges or services furnished for the account of the Contractor/Vendor; (b) the Owner for damages sustained whether through negligence of the ContractorNendor or through failure of the ContractorNendor to act as may be otherwise detailed herein; (c) materialmen; (d) subcontractors; (e) laborers; and (f) others for services and materials furnished to the ContractorNendor for the Work performed under this Agreement, and (2) to apply the amount so deducted to the payment of said materials, services, damages or back -charges applying such monies so available in the order hereinbefore set forth. 8.4 Owner, without invalidating this Agreement, may make changes by altering, adding to or deducting from the Work to be performed. The value of any such changes will be determined as follows: (a) by the unit prices named in this Agreement, if any; or (b) by agreement in writing between the Owner and the Contractor/Vendor as to the value of the time and materials for the changes in the Work. In any event, the ContractorNendor will keep and present, in any form as the Owner may direct, a correct account of the net cost of any extra labor and materials, together with vouchers referring to the same. 8.5 Notwithstanding the payment in full for the Work hereunder, the ContractorNendor will be liable to repair or replace any imperfect workmanship or other faults; and if the Contractor/Vendor fails to repair or replace the imperfect workmanship or other faults, the Owner may do the Work and recover from the Contractor/Vendor the cost and expense thereof. No payment on account will be construed or considered as an approval of the Work for which payment is made. 9. ContractorNendor Warranty: Contractor/Vendor warrants in addition to all warranties which are imposed or implied by law or equity that all materials and Work furnished thereunder (a) shall confirm to any specifications and drawings applicable to this Purchase Order; (b) shall be merchantable and of good quality and workmanship; (c) shall be fit for the purpose intended as well as the propose for which such goods, materials or Work are generally used; and (d) except for rented equipment, shall be free from defects for a period of one (1) year, or such longer period as is specified in the Scope of Work or Contract Documents, from the date such Work is performed or such materials are utilized or installed, and if installed as part of a structure or utilized equipment, for one (1) year or such longer period as is specified in the Contract Documents, from the date any such goods, materials or Work hereunder is accepted in writing by Owner. ContractorNendor expressly agrees that the statute of limitations with respect to Contractor/Vendor's warranties shall begin to run on the date of acceptance by Owner. 3 10. Insurance and Bonds: Contractor/Vendor shall at all times maintain business automobile, commercial liability and workers compensation insurance covering its work and all obligations under this Purchase Order, and shall name the Owner as an additional insured on its commercial liability insurance policies for Contractor/Vendor operations under this Purchase Order. Liability insurance limits shall be in an amount sufficient to protect the Owner's interests as they may appear herein, but in no event less than $1,000,000.00 per occurrence. Contractor/Vendor shall furnish and pay for surety bonds and with surety or sureties satisfactory to Owner, guaranteeing the full performance of all of the conditions and terms hereof and guaranteeing that Contractor/Vendor shall promptly pay for all labor, materials, supplies, tools, equipment and other charges or costs of Contractor/Vendor in connection with the Work. Such performance and payment bond shall be in an amount determined by Owner. 11. Indemnity: The Parties hereby agree to indemnify, and hold each other, their respective direct and indirect parents and subsidiaries, project manager, any of their affiliated entities, successors and assigns and any current or future director, officer, employee, partner, member or agent of any of them (the "Indemnitees") harmless from any and all claims , demands, liability, loss, damage, fines, penalties, attorney's fees and litigation expenses (collectively "Loss") arising out of injury to, including the death of, persons and/or damage to property, to the extent caused by the negligent acts or omissions of the party providing such indemnification. Further: 11.1 Contractor/Vendor acknowledges that any such items or Work furnished hereunder may include in whole or in part with or without modification or improvements in equipment, machinery or items constructed by Owner, and that should such item or Work prove defective such charges claimed by Owner shall include consequential damages, penalties, taxes or assessments (including punitive damages), including counsel fees and the costs of defense, which may be imposed or incurred under any federal, state or local low, ordinance or regulation upon or with respect to (a) the payment of compensation to any individual employed by Contractor/Vendor; (b) any discrimination against any individual employed by Contractor/Vendor on the basis of race, color, religion, sex, national origin or physical or mental handicap; (c) the protection of purchasers and users of consumer products; or (d) occupational safety and health. 11.2 In any and all claims against Owner or any of its agents or employees, by any employee of Contractor/Vendor, the indemnification obligation under this paragraph shall not be limited by any limitation on the amount or type of damages, compensation or benefits payable by or for Contractor/Vendor under workers compensation acts, disability benefits acts or employee benefit acts, or other applicable law. Contractor/Vendor assumes the entire liability for its own negligence, and as part of this Agreement waives all defenses available to Contractor/Vendor as an employer which limit the amount of Contractor/Vendor's liability to Owner to the amount of Contractor/Vendor's liability under any workers compensation, disability benefits or employee benefit acts. 12. Patents: Contractor/Vendorwairants that (a) goods furnished thereunder, and the sale and use thereof, shall not infringe any valid United States patent or trademark; and (b) Contractor/Vendor shall indemnify Owner for its costs to defend any suit instituted against Owner, its agents or customers, charging infringement of any United States patent or trademark by virtue of the possession, use or sale of any goods furnished thereunder is enjoined because of patent infringement. Contractor/Vendor within a reasonable amount of time shall at Contractor/Vendor's expense procure for Owner its agents or customer, the right to continue using such goods with non - infringing goods or modify such goods so that they become non -infringing or remove such goods and refund to Owner any sums paid therefore, including transportation and installation charges. 13. Cancellation: Time of delivery of this Purchase Order is of the essence and Owner may, by written notice of default to Contractor/Vendor, cancel the whole or any part of this Purchase Order (a) if Contractor/Vendor fails to make delivery of the goods or perform the services within the time specified herein or any extensions thereof; or (b) if Contractor/Vendor fails to perform or so fails to make progress as to endanger performance thereunder, and in either circumstance does not cure such failure within a period of two (2) days after receipt of notice from Owner specifying such failure. Owner, by written notice to Contractor/Vendor, may cancel the whole or any part of this Purchase Order when it is in the best interest of Owner or when Owner has been notified of modification of the specifications pertaining thereto. If this Purchase Order is so canceled, the Contractor/Vendor shall be compensated as follows: (a) for materials delivered and services performed, the reasonable value as part of the Contract Price; (b) for materials not identified to this Purchase Order and service not performed, no compensation; and (c) for Contractor/Vendor's lost profits or incidental or consequential loss, no compensation. 14. Remedies: Contractor/Vendor shall, for the duration of its warranties under paragraph 9 herein, at the discretion of Owner and at the expense of Contractor/Vendor, replace, repair and insure any and all faulty or imperfect goods, materials or Work furnished or performed by Contractor/Vendor thereunder. In the event Contracton v endor fails to do so, Owner may furnish or perform the same, and may recover from Contractor/Vendor the cost and expense directly or indirectly resulting there from, including all consequential damages but not limited to the cost or expense of inspection, testing, removal, replacement, reinstallation, destruction of other materials resulting there from, any increased cost or expense to Owner in its performance under contracts with others, and reasonable attorneys fees incurred by the Owner in connection with Vendor's default and Owner's enforcement of its rights under this Purchase Order. The foregoing remedies shall be available in addition to all other remedies available to Owner in equity or at law including the Uniform Commercial Code. 15. Compliance With Laws: During the performance hereunder, Contractor/Vendor agrees to give all notices and comply with all Laws and Regulations of the United States and/or the State of Illinois applicable to the performance of the Work, including but not limited to those Laws and Regulations regarding the payment of prevailing wages, non-discrimination laws, employment of Illinois workers, labor, wage and collective bargaining. Except where otherwise expressly required by applicable Laws and Regulations, Owner shall not be responsible for monitoring Contractor/Vendor's compliance with any Laws or Regulations. 16. Notices: All notices, demands, requests or other communications which may be or are required to be given, served, or sent by any party to any other party pursuant to this Purchase Order shall be in writing and shall be hand delivered, or sent by courier, or via facsimile with confirmation to the addresses shown on the Purchase Order. 17. Records, Reports and Information: Contractor/Vendor agrees to furnish Owner with reports and information regarding the Work performed under this Purchase Order, at such times as Owner may reasonably request, making full disclosure of efforts made by Contractor/Vendor and the results thereof. Contractor/Vendor agrees to maintain records, documents, and other evidence which will accurately show the time spent and Work performed under this Purchase Order for a minimum period of five (5) years after completion of the Work, and such records shall be subject to audit by the Owner upon reasonable advance notice to Contractor/Vendor on a mutually agreed date and time. 18. Assignment: Contractor/Vendor shall not assign this Purchase Order without written consent of Owner. Owner may unilaterally assign its rights under this Purchase Order upon reasonable notice to Contractor/Vendor. 19. Waiver: Either party's failure to insist in any one or more instances, upon the strict performance of any provision hereof or to exercise any right hereunder shall not be deemed to be a waiver or relinquishment of the future performance of any such provision or the future exercise of such right, but the obligation of Contractor/Vendor and Owner with respect to such future performance shall continue in full force and effect. 20. Controlling Law, Severability: The validly of this Purchase Order or any of its provisions and the sufficiency of any performance thereunder shall be determined under the laws of Illinois. Venue shall be in McHenry County, Illinois. The Owner is entitled to recover its reasonable attorneys' fees incurred in enforcing the terms of this Purchase Order. If any provision or requirement of this Purchase Order is declared or found to be unenforceable that balance of this Purchase Order shall be interpreted and enforced as if the unenforceable provision or requirement was never a part hereof. 21. Arbitration: Claims, disputes or other matters in question between the parties arising out of or relating to the Work under this Purchase Order or breach thereof shall be subject to and decided by Arbitration in accordance with the American Arbitration Association Construction Industry's Arbitration Rules. Arbitration shall take place at City of McHenry City Hall. CONTRACTOR/VENDOR: Date 5 Village of Algonquin 2017 Village of Cary City of Crystal La!<e Village of Huntley Village of Lake in the Hills Village of Lakewood City of McHenry City of Woodstock HEART OF THE OWNER CONTACT INFORMATION Village of Algonquin 110 Meyer Drive Algonquin, IL 60102 Telephone: 847-65 8-2754 Attention: Bob Mitchard Director of Public Works Village of Cary 454 Cary Woods Circle Cary, Illinois 60013 Telephone: 847-63 9-0003 Attention: Erik Morimoto Director of Public Works / Village Engineer City of Crystal Lake 100 W. Woodstock Street Crystal Lake, IL 60014 Telephone: 815-35&3605 Attention: Abigail Wilgreen Community Development City Engineer Village of Huntley 11000 Bakley Street Huntley, IL 60142 Attention: Timothy Farrell Director of Public Works And Engineering Village of Lake in the Hills 9010 Haligus Road Lake in the Hills, IL 60156 Telephone: 847-960-7500 Attention: Fred Mullard Director of Public Works Village of Lakewood 6570 Haligus Road Lakewood, IL 60014 Telephone: (815) 459-3025 Attention: Barry Wickersheim Public Works Foreman City of McHenry (Soliciting Agency) 1415 Industrial Drive McHenry, IL 60050 Telephone: 815-3 63-2186 Attention: Jon Schmitt Director of Public Works City of Woodstock 326 Washington Street Woodstock, IL 60098 Telephone: 815-33 8-6118 Attention: Jeff Van Landuyt Director of Public Works MCHENRY COUNTY MUNICIPAL PARTERNING INITIATIVE 2017 PAVEMENT REJUVENATOR JOINT CONTRACT PROPOSAL GENERAL INSTRUCTIONS The City of McHenry Cary is organizing a joint contract on behalf of various municipalities for the 2017 Pavement Rejuvenator Program. Each municipality will award the contract and use its own contract documents to execute the work with the contractor. 1. Interpretation of Documents Included in Contract Package A. Defined Terms. All terms capitalized in these General Instructions and in the other documents included in the Contract Package are defined in the documents included in the Contract Package and shall have such defined meanings wherever used. B. Implied Terms. If any personnel, equipment, materials, or supplies that are not directly or indirectly set forth in the Contract are nevertheless necessary to the proper provision, performance, and completion of the whole of the Work in accordance with the intent of the Contract, the Contractor shall understand such personnel, equipment, materials, or supplies to be implied and shall provide for such personnel, equipment, materials, or supplies in its Proposal as fully as if it were particularly described. 2. Term The term of this Agreement shall be for one (1) year from the date of award. The Municipalities, as a whole, reserve the right to renew this contract for two (2) additional one (1) year periods, subject to acceptable performance by the Contractor. At the end of the initial or renewal term, the Municipalities, as a whole, reserve the right to extend this agreement for a period of up to ninety (90) days for the purpose of getting a new agreement in place. For any term beyond the initial term, this agreement is contingent on the appropriation of sufficient funds; no charges shall be assessed for failure of the Municipalities to appropriate funds in future contract years. 3. Prevailing Wages To the extent that the Prevailing Wage Act (820 ILLS 130/0.01 et seq.) (Act) applies to this Contract, it is the Contractor's obligation to pay (and require every Subcontractor to pay) prevailing wages as established by the Illinois Department of Labor for each craft or type of work needed to execute the Contract in accordance with the Act. The established prevailing wage rates are available at www.stalte.il.us/agency/idol/rates/rates.HTM. If the contractor determines the Prevailing Wage Act is applicable to a project, they shall post or provide notice of the prevailing wage rates in accordance with the Act. Any increases in costs to the Contractor due to changes in the prevailing rate of wages during the terms of this Contract shall be at the expense of the Contractor and not at the expense of the Owner. Any change order shall be computed using the prevailing wage rates applicable at the time the change order work is scheduled to be performed. The Contractor shall be solely responsible to maintain and file accurate records in the manner set forth in, and as required by the Act. The Contractor shall be solely liable for any violation of the Act and shall be required to (i) pay the difference between prevailing wages and any wages actually received by laborers, workmen and/or mechanics engaged in the Work and (ii) defend and indemnify the Owner against any and all claims arising under or related to the Act, including any damages, attorneys' fees, and penalties or fines. 4. Taxes and Benefits Owner is exempt from state and local sales, use, and excise taxes. Contractor's Price Proposal shall not include any such taxes. A letter of exemption will be provided to the Contractor, if necessary. Owner will not reimburse, nor assist the Contractor in obtaining reimbursement for, any state or local sales, use or excise taxes paid by the Contractor. Contractor's Price Proposal shall include all other applicable federal, state, and local taxes of every kind or nature applicable to the Work as well as all taxes, contributions, and premiums for unemployment insurance, old age or retirement benefits, pensions, annuities or other similar benefits. 5. Permits and Licenses It shall be the sole responsibility of the Contractor to determine the applicable permits, licenses, and other approvals and authorizations and no extra compensation shall be paid by Owner for the Contractor's failure to include these costs in its Proposal. 6. Signature Requirements A. Contractor's Proposal. The following requirements shall be observed in the signing of the Contractor's Proposal: 7 (1) Corporations. The Contractor's Proposal submitted by a corporation shall be signed by the President or other authorized officer of the corporation and shall also bear the attesting signature of the Secretary or Assistant Secretary of the corporation. (2) Partnerships. The Contractor's Proposal submitted by a partnership shall be signed by all of its general partners or by an attorney- infact. (3) Individuals. The Contractor's Proposal submitted by an individual shall be signed by such individual or by an attorney -in -fact. (4) Joint Ventures. The Contractor's Proposal submitted by a joint venture shall be signed by each signatory of the joint venture agreement by which such joint venture was formed in accordance with the applicable provisions of (1), (2), and (3) above or by an attorney -in -fact. When requested by Owner, satisfactory evidence of the authority of the person or persons signing on behalf of the Contractor shall be furnished. B. Other Documents. The signature requirements set forth in Subsection 6A shall apply to all other documents in the Contract Package required to be executed by the Contractor, Contractor's sureties and Contractor's insurance representatives as well as to the Contract, the Contractor's Certification, and all other required documentation related to the Contract. Performance Bonds and Insurance A. Performance and Payment Bonds. The Contractor will be required to furnish 'a Performance Bond and a Labor and Material Payment Bond upon award of the Contract, each in the penal sum of the full amount of the Contract Price, on forms provided by, or otherwise acceptable to, the Municipalities, from a surety company meeting the requirements set forth above. The Contractor's Proposal must be accompanied by a letter from such a surety company stating that it will execute Bonds, on forms provided by, or otherwise acceptable to, the Municipalities, upon award of the Contract. B. Insurance. The Contractor will be required to furnish certificates and policies of insurance upon award of the Contract per the requirements below, unless otherwise noted and attached for individual municipalities with different provisions. The Contractor shall maintain for the duration of the contract, including warranty period, insurance purchased from a company or companies lawfully authorized to do business in the state of Illinois and having a rating of at least A -minus and a class size of at least X as rated by A.M. Best Ratings. Such insurance as will protect the Contractor from claims set forth below which may arise out of or result from the Contractor's operations under the contract and for which the Contractor may be legally liable, whether such operations be by the Contractor or by a Subcontractor or by anyone directly or indirectly employed by any of them, or by anyone for whose acts any of them may be liable: i. Workers' Compensation Insurance covering all liability of the Contractor arising under the Workers' Compensation Act and Occupational Diseases Act; limits of liability not less than statutory requirements. ii. Employers Liability covering all liability of Contractor as employer, with limits not less than: • $1,000,000 per injury —per occurrence; • $1,000,000 per disease —per employee; and • $1,000,000 per disease —policy limit. iii. Comprehensive General Liability in a broad form on an occurrence basis, to include but not be limited to, coverage for the following where exposure exists; Premises/Operations, Contractual Liability, Products/Completed Operations for 2 years following final payment, Independent Contractor's coverage to respond to claims for damages because of bodily injury, sickness or disease, or death of any person other than the Contractor's employees as well as claims for damages insured by usual personal injury liability coverage which are sustained (1) by a person as a result of an offense directly or indirectly related to employment of such person by the Contractor, or (2) by another person and claims for damages, other than to the Work itself, because of injury to or destruction of tangible property, including loss of use there from; Broad Form Property Damage Endorsements Railroad exclusions shall be deleted if any part of the project is within 50 feet of any railroad track • General Aggregate Limit $ 2,000,000 • Each Occurrence Limit $ 1100000 iv. Automobile Liability Insurance shall be maintained to respond to claims for damages because of bodily injury, death of a person or property damage arising out of ownership, maintenance or use of a motor vehicle. This policy shall be written to cover any auto whether owned, leased, hired, or borrowed. 0 Each Occurrence Limit $ 1,000,000 v. Umbrella Excess Liability with limits not less than: • $2,0005000 over Primary Insurance Contractor agrees that with respect to the above required insurance: • The CGL policy shall be endorsed for the general aggregate to apply on a "per Project" basis; • To provide separate endorsements: to name each Municipality as additional insured as their interest may appear, and; to provide thirty (30) days' notice, in writing, of cancellation or material change. • The Contractor's insurance shall be primary in the event of a claim. • Each Municipality shall be provided with Certificates of Insurance and endorsements evidencing the above required insurance, prior to commencement of this Contract and thereafter with certificates evidencing renewals or replacements of said policies of insurance at least thirty (30) days prior to the expiration of cancellation of any such policies. • A Certificate of Insurance that states that each Municipality ]Inc been endorsed as an "additional insured" by the Contractor's insurance carrier. Specifically, this Certificate must include the following language: "The (municipality's name inserted), and their respective elected and appointed officials, employees, agents, consultants, attorneys and representatives, are, and have been endorsed, as an additional insured under the above reference policy number on a primary and non-contributory basis for general liability and automobile liability coverage for the duration of the contract term." • The following additional insured endorsements may be utilized: ISO Additional Insured Endorsements CG 2010 (Exhibit A) or CG 2026 (Exhibit B), and CG 2037 (Exhibit C) — Completed Operations, where required. The member reserves the right to request full certified copies of the insurance policies and endorsements. EXHIBIT A POLICY NUMBER: C©MMERCIAL GENERAL LIABILITY CG 20 10 07 04 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE REAd IT CAREFULLY. ADDITIONAL INSURED -OWNERS, LESSEES OR CONTRACTORS - SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: GOMMERGIAL GENERAL LIABILITY OVERAGE PART SCHEduLE Name t3f Additional Insured Persons) Ur Qrganization(s►: Information required to complete this Of Covered Operations will be shown in the D A. Section it —Who Is An Insured is �arr�siitle� to B. Wifh respect to the insurance afforded to these include as an additional insurec��the persons) or additienal insureds, the following additional exciu- organization(s) shown in the rSchegale ',but only sions apply: with respect to liability for "badily.irijury„ "property This insurance does not apply to "bodily injury" or j damage" or "personal and adver#ising injury" "property damage" occurring after: caused, in whole or in part, by: i. All work, including materials, parts or equip- 1. Your acts or omissions; or ment furnished in connection with such work, 2. The acts or omissions of those acting on your on the project (other than service, maintenance behalf; or repairs) to be performed by or on behalf of in the performance of your ongoing operations for the additional insured(s) at the location of the the additional insured(s) at the locations) desig- covered operations has been completed; or nated above. 2. That portion of "your work" out of which the injury or damage arises has been put to its in- tended use by any person or organization oth- er than another contractor or subcontractor engaged in performing operations for a prin- cipal as a part of the same project. CG 2fl 1D 07 D4 ©150 Properties, Inc., Zt)i)4 Page 1 of 1 ❑ EXHIBIT B POLICY NUMBER: COMMERCIAL GENERAL LIABILITY CG 20 26 07 04 THIS ENDORSEMENT CHANGES THE PQLICY. RLEASI= REAb IT CAREFULLY, ADDITIONAL INSURED —DESIGNATED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEpULE aired io comolete this Section II —Who Is An Insured.isiamentled to in- clude as an additional insured the person{s) nr organ- izations) shown in the Schedule,_b'uf only with re- spect to liability for "bodily injury", "propgau6 damage" or "personal and advertising injury" caused, in whole or in part, by your acts or omissions or the acts or omissions of those acting on your behalf: A. In the performance of your ongoing operations; or B. in connection with your premises owned by or rented to you. s. GG 2{a 26 07 04 O ISO Properties, Inc., 2004 Page'i of 'I IJ EXHIBIT C POLICY NUMBER: COMMERCIAL GENERAL LIABILITY GG 20 37 07 04 TH[S ENDORSEMENT CHANGES HE POLICY, PLEASE REAf31T CAREFULLY. ADDITIONAL INSURED -OWNERS, LESSEES OR CONTRACTORS - COMPLETED OPERATIONS Th(s endorsement modifies insurance provided undor the following: COMMERCIAL GENERAL LIABILIfY COVERAGE PART SCHEDt1LE Name Of Additional Insured Or Or anization s Persons} : Location And oeseription Of Completed Opera - tions 60 Information required to complete this Sci,.edule"ff t shown above, will be shown in the Declarations. Section ll - WI?o is An Insured�is? amended to include as an additions( insure �� hem=pE�son(s) or organization(s) shown in the Sche = ute' bV!only with respect to liability for "bodily injury%. ors "property damage" caused, in whole or in part, by "your work" at the location designated and described in the schedule of this endorsement performed for that additional Insured and included in the "products - completed operations hazard". Cis 20 37 07 04 ©ISO Properties, Inc., 2004 Page 7 of i ❑ vii. failure to Comply: In the event the Contractor fails to obtain or maintain any insurance coverages required under this agreement, the Municipality may purchase such insurance coverages and charge the expense thereof to the Contractor. viii. Hold Harmless: The Contractor agrees to indemnify, save harmless and defend the Village of Algonquin, Village of Cary, City of Crystal Lake, Village of Huntley, Village of Lake in the Hills, Village of Lakewood, City of McHenr, City of Woodstock, and their respective elected and appointed officials, employees, agents, consultants, attorneys and representatives and each of them against and hold it and them harmless from any and all lawsuits, claims, injuries, demands, liabilities, losses, and expenses; including court costs and attorney's fees for or on account of any injury to any person, or any death at any time resulting from such injury, or any damage to property, which may arise or which may be alleged to have arisen out of, or in connection with the work covered by this project. The foregoing indemnity shall apply except if such injury is caused directly by the willful and wanton conduct of the Municipalities its agents, servants, or employees or any other person indemnified hereafter. The obligations of the Contractor under this provision shall not be limited by the limits of any applicable insurance required of the Contractor. The indemnification obligations under this paragraph shall not be limited in any way by any limitation on the amount or type of damages, compensation, or benefits payable by or for the Contractor or any subcontractor under Workers' Compensation or Disability Benefit Acts or Employee Benefit Acts. 8. Withdrawal of Contractor's Proposal The Contractor's proposal shall not be withdrawn without the consent of Owner for a period of sixty (60) days after submission of the Proposal. The Contractor's Proposal may be withdrawn at any time following the expiration of said sixty (60) day period, provided that the Contractor has not been awarded the contract and that a request in writing, executed by Contractor, for the withdrawal of such Proposal is filed with Owner after said sixty (60) day period. If no such request is filed, the date for acceptance of such Contractor's Proposal shall be deemed to be extended until such a request is filed or until Owner executes a Contract until Owner affirmatively and in writing rejects such Proposal. 9. Award of Contract A. Reservation of Rights. Owner reserves the right to accept or not accept the Contractor's Proposal; to accept any item of the Contractor's Proposal; to accept and incorporate corrections, clarifications or modifications following submission of the Contractor's Proposal; and to waive technicalities. 10. Notice of Award; Effective Date of Award If the Contract is awarded by Owner, such award shall be effective when a Notice of Award in the form included in the Contract Package has been delivered to the Contractor ("Effective Date of Award"). Owner will prepare five (5) copies of the Contract and will submit them to the Contractor with the Notice of Award. 11. Closing of Contract A. Closing Date. Unless otherwise stated in the Notice of Award, the Contractor shall satisfactorily complete all Conditions Precedent to Closing before, and the Contract and all related documents shall be executed, submitted and exchanged by Owner and Contractor ("Closing") on, the tenth day following the Effective Date of Award or within such extended period as Owner may, in the exercise of its sole discretion, authorize in writing after issuance of the Notice of Award ("Closing Date"). B. Conditions Precedent to Closing. On or before the Closing Date, the Contractor shall: (1) sign (see Section 6), date as of the Closing Date, and submit to Owner all five copies of the Contract, the Contractor's Certification, and all other required documentation related to the Contract on or before the Closing Date; and (2) submit five executed copies of all required Bonds dated as of the Closing Date and all certificates and policies of insurance required by the Contract Package. If the submitted documents or any of them fail to comply with these General Instructions or the Contract or are not timely executed and submitted, Owner may, in its sole discretion, annul the award or allow the Contractor an opportunity to correct the deficiencies. In no event will Owner execute the Contract until any and all such deficiencies have been cured or Owner has received adequate assurances, as determined by Owner, of complete and prompt performance. C. Inc;" . At the Closing, and provided that all documents required to be submitted prior to or at the Closing have been reviewed and determined by Owner to be in compliance with these General Instructions and the Contract, or assurances of complete and prompt performance satisfactory to Owner have been received, Owner shall execute all copies of the Contract, retain three copies of the completed Contract, and tender two copies to the Contractor at the Closing. The Contractor shall tender one copy to its Surety Company or companies. The Contractor or its agent shall be present at the Closing. 12. 13 Freedom of Information Act The Contractor, by submission of its Proposal, acknowledges that Owner is subject to the Illinois Freedom of Information Act, 5 ILCS 140/1 et sea., and that no disclosure made in good faith by Owner pursuant to such Act shall be deemed to violate this Section. Joint Purchasing /Purchasing Extension The purchase of goods and services pursuant to the terms of this Agreement shall also be offered for purchases to be made by the Municipalities, as authorized by the Governmental Joint Purchasing Act, 30 ILCS 525/0.01, et seq. (the "Act"). All purchases and payments made under the Act shall be made directly by and between each Municipality and the Contractor. The contractor agrees that the City of McHenry shall not be responsible in any way for purchase orders or payments made by the other Municipalities. The Contractor further agrees that all terms and conditions of this Agreement shall continue in full force and effect as to the other Municipalities during the extended term of this Agreement. The Contractor and the other Municipalities may negotiate such other and further terms and conditions to this Agreement ("Other Terms") as individual projects may require. In order to be effective, Other Terms shall be reduced to writing and signed by a duly authorized representative of both the Contractor and the other Municipality. The Contractor shall provide the other Municipalities with all documentation as required in the RIB, and as otherwise required by the City of McHenry including, but not limited to: • 100% performance and payment bonds for the project awarded by other Municipalities; • Certificate of insurance naming each other Municipality as an additional insured; and • Certified payrolls to the other Municipality for work performed. MUHZINRY UUUIN I x MUNICTPA.L PA.A-%61iVjxV4x-L1 [� IiWITIAT[VE 017 :PAVEMENT REJUVENATOR JOINT CONTRACT PROPOSAL r'ttll ?dantc of Canft'aokot PrinGipal (3fiice Address: Local OfhceAddress. Ctarrective Asphalt iNatertats, l.t~C P.O. fox 87929, �nrath Roxana, !L G2087 d-3W630 Wheeler Road, Sugar Grave, EE. 6Q55A CoutactPetson: Mark Homct3 �iz1nii: human c�aarrtmidwest,aom relepit4t�e: 63Q�4t3��4942 Tok City ofKoHenry, Public Works Department ("Soliciting Agerwy/Owner") IMS Tndusteiat Drive McHenry, IL €OOSQ Attentlon: Troy Strange, Project Engineer Cozitxactoz' �vat't'atzts attd. ><'eprest:ttts that Conh'acto>t' has etiX*ei`ully exu�nl;icd tl�e �VVax•k Slfc tleserlued bCTUIT aYzd I 8ttvil'0119 auct Maas )'@Yit NGd a�t� ultdex'statld Ali list urnearfs incladetlI a eiiez•x•etl to, or meutloned lit this bound set of documents. E;oi►trxetor a('lazowlcdgcs and agl'ces that all torttts capitalized in this Proposal sltztll hate tlae ix�eazting given to tlte><n iu tht: cloau>;nents ineltrded ltt flte Cott.fraetpaelx;age. W ork PropvsaT A., Contract and lidork, Tf t6ls Proposal Is accepted, Cautr�ctor proposes, anti tigress, that Cpntractvr yvlll contrast iVtfilt Owtt�r, in ttte i~ortla of the Contract iitcltided in the Contract Package: (1) to provide, perform and complete at the site oi• sltes described in (lie Contract Package ("Work Site") and Ili tile manner described attd speeiticd in the Contract Package al! twoessaiy work, tabor, services, transportation, eguipinent, materials, apparathls, tmoltinoty, tools, fuels, gas, electric, water, waste disposal, Information, data and other nzcans and items ttecessaty for the Work described in the Speoial Provisions; (2) to procure and fin'aish ail permits, licenses and other govetnttental approvals and Outltarizatiotrs accessary in catuievtlatt tlteretvitlr except as otherwise expressly provided lit the Special Provisions to ttte Contract Mokided it% the. Contract Package; (3) to procure and furnish all Bonds and alI certificates attd policies of insurance specdtied in the Contract Package; (4) to pay all applicable federal, state and local taxes; (s) to do all other things required of Contractor by tite Contract; and (6) to provide, perform attd cotltplete all of the faregoing in a proper and workmanlike manner and in full compliance with, attd as required by or pursuant to, the Contract; all of which Is herein referred to as tile, "Work." I3• Additional Dra�vings or Siteeifications, Droner tttay, dut°ing cottstructlan, fitrtilsh such additional Contract Dt'awittgs and Specifications or such other explanations as Engineer may consider necossaty to Illustrate or explain the Work lit farther detalh The Contractor shall be required to eatrtply Svith the requirements of all such additional Contract Drawings and Specifications or outer explanatic3it8, all of'4i'hiClt shall be considered part of'the Contract rind shall not be considered as indicating additional Work. C. IVlattrter attd 'i'ittte of Pcrfortnance. If fills Praposat 1s accepted, Contractor proposes, and agrees, that Contractor will perform the work lit the manner and tittle prescribed In the Contract Package and according to the requirements of Owner pursuant thereto. D• General. If this Contractor`s Proposal Is accepted, Cort#ractar peoposes, and agt•ees, that Contractor will do all other things required of Contractor; as rite ease tray be, by (lie Contract Package. 2. Contract Price Prvtrosal - if this Contractor's Proposal is accepted, Gontractar �vili, take itt fill{ paymcttt tar all L�lork and outer mafters set forth itader Section 4 above, inaludittg overhead aad prat; #axes, contt'ibutions, and premiums; and compensation to all subcontractors arid suppliers, tlto compensation set forth on the following "Seltedule of Prices" (" Price Proposal"), whiell schedule of Prices Contractor understauds and agrees will be made a part of the Contract: SCR It;IfULIi� OT+` I'ItICE;; CI�MPLITEF©LLOWCNG PAGE IYICHEIlA x COT�NT IYIUNTCICPAL PA tTERNING N TXATt�VE 201fiPAVEMENT RERiVENATOR, JOINT CONTRACT PROPOSAL Coittpany l�l�sktte: Address: Cotttnet Person: SCHEDULE OF PRICE Carre�tive Asphalt Materials, L,LC P.O. sox 87� 29, 3t10 Daniel saarte Trl, Sauth Raxaria, IL 62t)87 Marc Homed for providing, Irert`nrming, and contpletittg alI Wctrl� the sutra of Elie produe#s I•esulthtg ft•ont t01111(plyhIg the numbee of acoeptablc tt+Jits of Milt Price Items listed below incorporated in the Work bar the Unit Price set fatal) below for such Y)atitprice Item: TOTAL BST. ITRm PAX ITI;t4S QUANTITY iJiVIT 1'ItICE ANNUAL COST NO. SQ XD REJUVE, NATOR APPLIED REGLAMITE EMULSIFIED 323,650 J MALTENEBASED 0.79 $255,683M (Year i) REJUVENATOR RECLAMITE EMULSIFIED MALT9NEBASEI) 323,650 $ 0.82 $265,393tOO (i'ettr2) REJUVENATOR RECLAMITE EMULSIFIED 3 MALTENC BASED 3233650 $ 0.84 s 271,866M (Year3) REJ0VENAT0R. Irtdlvtdrr�if t�tttrrtlilles./'or &natl rrgelje}� In Ntejotttt culrtrttet prupasrrl rrre lrerlitrtef7t1:11resErecFnt pravislons at lire etrrl ofihls cmllrnef rlocrrmetrt. BASIS rOR DETEitil+IlNl�i iG PRICPS It is expressly understood and agreed that. if applicable, the approx'ttnat$ Cjtlatt#ides set dot tit in this SCUedttle of Prices for each Unit Nice item a►e estimates only, the Municipalities reserve the right to increase or decrease such quantities, and that payment for oath Unit Price ROM shall be made only on the actual number of acceptable units of such Unit Price item installed complete In place, treasured on the basis defined in the Contract; �. The Price Proposal includes atloZvances far cotttittgenr;tes as Coitteactor deetus appropriate with respect to such t'1 ks and changes ht the Work that the Contractor, is responsibte fat• dealing with under the Contract without any equ#taGle adjustment in rite Contract Price; 3, The Cotttrrtctor, shall be eotnpensated only in aceottiance wvitit the Catttraet and shrill not be entitled to equitable adjustments in tite Contract Price as a result of any claims by Subcontractors or Supt)Ilers arising only undor their Subcontracts and not provided for in the Contract; 4. owner is not subject to state or local sales, use and cxotso taxes arid 110 such taxes are included in this Schedule ofPrices3 S. All other applicable federal, state, and local taxes of ever mind and nature applicable to the Work as wvell as all taxes, contributions, and prenuuttis for ttttctttploynteitt insurance, old age or rotiretnent benefits, pensions, annuit"tes, or Othersimilat• benefits are included in this Schedule of Prices; and 6. All costs, royalties, and fees artsittg from Nto use oft, or the incorporation Into, the Worm of patented equipment, materials, supplies, tools, appliances, devices, processes, or Inventions are included in this Schedule of Pricea. 7. Prices t'ot• optional rottewval years shall be included on the Schedule of Pt'ices faint in the proposal docutnt nt aS iteltt nittltl)CrS 2 and. Aq claim or right to (if al�pllcxble) dispute or complain of any such estimated tlttattlity, or to assert tltai there vas arty trisuttderstattdit}g in regat'd to rite nature ot• atrount of any Unit Price Item to be provided or performed, or to claim any additional compensation by reason of the payntettt of any such tax, contrtbutlon, or prenthtat or arty such cost, royalty or fee Is hereby waived and released, 3. CorttraetTitue)?totosai 11' this Contract/Proposal is accepted, Contractor Proposes and agrees, that, unless ather4vise arttltorized by the ind'tvidttal 1vinnicipality, the Contractor shall cottuttenire filte 4wlork within 10 days following the Village's accepted of this Contractll'roposal provided Contractor shall have €tarnished to owner &a 1sUJI b aticl all Inlsurance cettiticates end policles ofltlstn'ance specified in tins Conti'act/Propposai (tile "Commencoment Date"). If tills Con tract1proposaI is accepted, Conitactorproposes, and: agrees, that tale Contractor shall perform Clio Work diligently and continuously and shall complete the Work by file Contpletion Date specified in the Contract Package. 4, l�il�ln Prouosal A.11 prices and other terillS Sta#&(# lU t1ii5 }?r`oji05al ale Elrnr and Sllall llpt Ve 5ubject t0 withdrawal, escalation, or change for a period ofsixty (GO) days after the date oil which #ile Contractor's Proposal is submitted or Such extended acceptance date for Contractor's Proposals as may be established by the Owner nr Contractor's written request, 5. Goi-rtractor Rctlr'csentations A. Nc Colllrsian. Contractor warrants and represents that file only persons, firms, or corporations hllcrested in tills Proposal as principals are, those named III Contractor's Sword Acknowledgment attached hereto and that tills Proposal Is 1118tie without cotillsiotl with any outer person, firm or oorporatfon. I3, Not i3arred. Contractor war!•attts, represents and cer•#lfies that it is not barred by laiv fronl contracting with owner or with any unlit of state or local government, G. uaillied. Contractor warrants arld represents that it hits Clio requisite exllet•tettce, ability, capital, facllities, Wen% organization and staff to enable Contractor to perform the Nyoric successfully and pr-ouiptly and to commence and complete the N�rork within the Contract Price and Contract Time Proposals set forth above, D. Owner's Rn;iiatice. Colltr•at:tor aeknowiedges (flat Owner is relying oil all warrantees, representatiotrs and statements rllade by Contractor itr tills Proposer. G. Sureiy 4tlril Custrrarrt;& Contractor heretivitir tender;s snnrety and Insuratice cotllnrltinerlt letters. r QSYlr8Jrt5 ROmeCIte3 Contractof• acktlowlt:dges and agrees dial should Contractor fall to tfttto[y suhttlit ail additlorlaf in£armatlotl tltat IS t'egtlested of it; or should Gontracior, if Ownor• awards Contractor- the Contract, fall to timely submit all the Bonds and all the certificates and policies of insurance required of it; or should Contractor; If Owner awards Contractor the Colltttact, fall to timely execute the Contract, Contractor's Certlficatiotl and all other required doctulnemation related to the Cotlttact, the Owner shall have tho right to cancel the award of the contract. Tire Cotttrackor shad not be entitled to arty da�nnges, cosks, ar tanucipated profits associated Yvith the cancelling of the contract, 8, Qm►er's 12in3tts Contractor aeiCna'eviedges and ttgRees that Owner reserves tha right to reject the Contractor's Proposal, weer-ves tile, right to accept o;• rcject any item of ally Contractor's Proposal and reserves suoh other rights as ary set fot-th in the Genoral lostructions, 9. �antractor's Ul#lia�ttio��s Cn stthmitting this Proposal, Contractor understands and agrees drat it shall be bound by each and every term, condition or provision contained in the Contract Package, which are by this reference iucorpar&red herein and trade a part lteteaF. I3ATID this ��nd day of March , �017 1litest/yVltness: Corrective Asphalt Matedals, LLC € Contractor ByeBy^ Tine: �i �� �- Title: Vice PresldenW * �-I- Ikk • migAIMAM&R Mafc Taiifan V DeponeaV ), being first duly sworn on Wadi, deposes and states that the undersigned Contractor is organized as indicated below and that Uzi{ statoments herein made are made on beliatf of such Contractor in support of its Proposal for the above Contract and lbat Deponent is withorized to make them, Deponent also deposes anti states that Contractor has cflrefiliiy prepared, revia�vad and checked its Proposal and that the slatemciits contained in its Proposal and in this Lokaowtedgement are true and Correct. Cl?MPLET't; AP'�',LIC.A�3�,E S�GT JCOI�I ONLY i � Colq�oi'rrtinll Gontractor is a Corpnratiou that is organized and exisiii�g undo the taws ofthe State of _ ,that is gtiatified to do tsustness in rile Stale of Tilinois, and that is operating iindei' the legal mine of The officers ofthC coi'pnratfion &t°e as fallo�vs; XtrL4� NAME AD�tiI;SS President Vice President SeCt'etary 'i`reasurnr t 2. Partrtot'sltiu 3. A.CKNCJt'4VC�C'.il G1n�i1+iTNT Cotttraotor is a }tartnership that is axgattlzed, cxlsting and registered under #lie fetus oFtitc State of lllltlols pursuant to that certai:t Partnersltlp Agreement dated as of 1l1/20') d , that is qualified to do business i1t the Stets of Illittols, and that is apurating undo (lie legal name of Corrective Asphalt Materials, LLC The general pat•tnet's of #lie pat-tnet•sltip are as foilD�vs: rin,�r» r�n�n�ss Anthony J. Witte 916 Gastorf Place, Florissant, MO 63031 Anthony J. Witte, Jr. 453 Flowering Magnolia, C3'Fallon, MU fi33fi6 Are Taillon 1220 Madison Avenue, Edwardsville, IL 62025 XtttlivittuAl Cott#rector is an ittdlvldnal, �vltose fltIl Warns is Lvltctse residence address is otter whose business address is _ ___ __ If operating ttttcler a trans or assumed name, sold trade or assented name is as follows: CVLI %aC#or is n join# venture that is otgaitized xltd e (lstfng tltldel the iativs aFthe State of pursna�t# Yo #tta# ceYkstit� Joflat Vesttt►re Agteentent da#ed as of #hat is qualified to da Uttsfness iu tltC S#ate of Tlfinais, and #ha# is opacatfng utuiar the fegaf nnnte af, 'IYte signztories Yrs the afatcsafd Joi1t#"Venture Agreslnent a1•e as Fsaflows: NAlY1E (1m cY ENTII:'I`Y TYI?1+ 1 Aiil)12LS5 El+nx• eaeli sigttaERi'�', itttlica#e �'f7e of Ctttity (Caxparatiott = f`C"; I'ttrttterstllp � ccpst� �111(i 1j1(tiVi(i(taI = csx„} 51nu proylde) oil separate WICets, We 111101`11,41,401t regMs. C i ill Paragraph 1, Z, or 3 above, as applicable] ,A,CKNOWLEI7OEMENT DA"i'lli� this 22nd cioy ot` AttesttWikness: March , ao 17 . Gorrectiy� Asphalt Materials, ir�,C Contractor 8y. By: Tine; �G• T r __ Title• Vice t'residanfi�la Ascribed and Sworn to My Coinjnisslon Expires: May 98, 2018 Anthony J.11Uitte, Jrbefai-e ine this 22nck(ay of Notity Pablic i Ronda J. Poston March , 2tl'f 7. [SEAt,� SEE GENEitA�, Ii�i-ST�2.U0'�'�t�i�TS, SECTIUI�i ti, FOR SI+GI'+iATUitTP REQUIl2EMElVT;S t3FFtClAi_ SEAL. i�t?t�iDA � Pasrc>ia NUTARY PUBLIC • STA P OP ILLINOM MY COMMISSION EXPIRESAM1i81k8 Y= 'r t• 1 ��t � 1• 4` if i� 0 It y I •' v _IT•_ , AT t COO -, ISO Location 1, Ridgeview Drive Oil L i. ,uw o st goo jioa IN M, WIN )m o0dolore, I f", I , I 133' ® •l �! - IAMB• : U ,� • t--- =' -Mftli riJ= _- .' All If It 14 117 ° �+ �i .,,. - r. ` 1 _ f I'llN' „o f, lk 1��10011 � 1�'1�s �:� 1 � I � r1 1 � APPLICATION LOCATION 7 WASTEWAI TE R R, = 7PR� 1 cNi P 1A I Y D ACD l" S) � —/j UJ Location Quantity Ridgeview Drive 23,925 Lawrence Parkway 11642 Medical Center Drive 31870 Centegra Drive 41515 Dartmoor Drive 11,728 Curran Road 12,959 Wastewater Treatment Facility 41200 Total 62,840 SQYD 1VIC11ENRY COUNTY MUNICIPAL PARTNERING INITIATIVE 2011 PAVEMENT REJUVENATOR JOINT CONTRACT PROPOSAL SPECIAL PROVISIONS The following Special Provisions supplement the General Instructions, the "Standard Specifications for Road and Bridge Construction", adopted April 1, 2016 or latest addition, (hereinafter referred to as the Standard Specifications) and latest edition of the "Illinois Manual on Uniform Traffic Control Devices for Street and Highways" in effect on the date of submission of the Proposal. In case of conflict with any part or parts of said specifications, the said Special Provisions shall take precedence and shall govern. The term "Municipalities" and "Village" refers to the Village of Algonquin, Illinois; Village of Cary, Illinois; Village of Huntley, Illinois; Village of Lake in the Hills, Illinois; Village of Lakewood, Illinois; "City" refers to the City of Crystal Lake, Illinois; City of McHenry, Illinois; and City of Woodstock, Illinois. DESCRIPTION OF IMPROVEMENT This work shall consist of the application of Rejuvenator and all necessary and related work as detailed in the Special Provisions. CONTRACT TIME Contractor shall complete the Work no later than July 27, 2018, unless otherwise approved in writing by the Municipality's representative. WORKING HOURS No work shall be performed between 7:uupm and 7:00am, but not on Saturdays, Sundays, or legal holidays without written permission of the Owner. However, emergency work may be done with permission from the Municipality's representative. TRAFFIC CONTROL AND SITE SAFETY The Contractor is responsible to provide Traffic Control that meets the requirements specified in Section 701 of the Standard Specifications. Traffic Control is considered incidental to this Contract. The Contractor shall contact the City/Village at least 72 hours in advance of beginning work. Construction operations shall be conducted in a manner such that streets will be open to emergency traffic and accessible as required to local traffic. Advanced notice shall be provided to residents, police, fire, school districts and trash haulers when access to any street will be temporarily closed or limited. Application of Rejuvenator shall be planned so as to cause a minimum of inconvenience to the adjacent property owners. LOCATION OF IMPROVEMENTS This work is to be completed at various locations within each Municipality. The exact locations shall be provided to the Contractor upon award of the Contract and prior to beginning work. RECLAMITE EMUSIFIED MALTENE-BASED REJUVENATOR General Scope: This work shall consist of furnishing all labor, material, traffic control and equipment necessary to perform all operations for the application of Reclamite Emulsified Maltene-Based Asphalt Rejuvenating Agent to bituminous asphaltic concrete surface courses. The rejuvenation of surface courses shall be by spray application of a cationic Maltene-Based Reiuvenating,Agent composed of petroleum oils and resins emulsified,with water. The base used for the emulsion shall be naphthenic. All work shall be in accordance with the specifications, any applicable drawings, and subject to the terms and conditions of this contract. Pre -Construction: The CONTRACTOR shall present samples of materials, laboratory reports, calibration reports, and proof of work experience as required by these specifications to the Resident Engineer at the pre -construction meeting. Material Specifications: The emulsion will be a naphthenic maltene-based rejuvenating agent composed of four maltene components (listed below) uniformly emulsified with water. The Contractor must submit with its Proposal a certified statement from the asphalt rejuvenator manufacturer showing that the asphalt rejuvenating emulsion conforms to the required physical and chemical requirements. RECLAMITE MALTENE-BASED ASPHALT REJUVENATOR SPECIFICATIONS: PropeLty Test Method Requirements Viscosity ASTM Min. Max. @ 25°C, SFS D244 15 40 Residue, w% D244 (Mod)' 60 65 Miscibility Test D244 (Mod)2 Pass Sieve Test, w% D244(Mod.)l 0.1 Particle Charge Test D244 Positive Tests on Distillation Residue: Flash Point, COC, C D92 196 - Viscosity@ 60C, C D2170 100 200 Asphaltenes, %w 1)2006-70 - 1.00 Maltene Dist. Ratio (Polar Compounds) + (First Acidaffins) D2006-70 0.3 0.6 (Saturates) + (Second Acidaffins) Polar Compounds/Saturates Ratio D2006-70 0.5 Asphaltenes, w% D2006-70 1.0 Saturated Hydrocarbons, w% 132006-70 21 28 1 Test procedure identical with ASTM D-244 except that distilled water shall be used in place of two (2) percent sodium oleate solution. 2Test procedure identical with ASTM D-244 except that .02 Normal Calcium Chloride solution shall be used in place of distilled water. 3ASTM D-244 Modified Evaporation Test for percent of residue is made by heating 50 gram sample to 149 C (300 F) until foam ceases, then cool immediately and calculate results. Material Performance: The rejuvenating agent shall have record of at least two years of satisfactory service as asphalt rejuvenating agent and in-depth sealer. Satisfactory service shall be based on the capability of the material to penetrate, replace lost maltene fractions, and decrease the viscosity and increase the penetration value of the in -place asphalt binder as follows; the viscosity shall be reduced by a minimum of forty-five (45) percent, the penetration value shall be increased by a minimum of twenty-five (25) percent. Testing shall be performed by an independent testing laboratory on extracted asphalt cement fiom pavement to a depth of three -eighths inch (3/8"). In addition, the pavement shall be in-depth sealed to prevent the intrusion of air and water. The Contractor must submit with its Proposal: 1. Asphalt Rejuvenator product name and descriptive literature. Literature shall be descriptive and detailed information and shall show it at least meets the material specifications. 2. A current Material Safety Data Sheet (MSDS) for the material. 3. The manufacturer's certification that the material proposed for use is in compliance with these specification requirements. 4. Previous use documentation and test data conclusively demonstrating that the rejuvenating agent has been used successfully for a period of two years by government agencies such as Cities, Counties, or DOT'S. 5. Testing data from a minimum of five projects showing that the asphalt rejuvenating agent has been proven to perform, as heretofore required, through field testing by an independent testing laboratory as to the required change in the asphalt binder viscosity and penetration number. Product Standards: The product "Reclamite"® produced by Tricor Refining, LLC is the standard for the naphthenic emulsified maltene-based asphalt rejuvenating agent requirements and the prices quoted on the Schedule of Prices shall be for one of these standards. Applicator Experience: The asphalt rejuvenating agent shall be applied by an experienced applicator of such material. The Contractor shall have a minimum of 5 years experience in applying the product proposed for use on municipal streets. The Contractor must submit with its Proposal a list of five (5) projects on which he applied said rejuvenator. He shall indicate the project dates, number of square yards treated in each and the name and phone number of the manager in charge of each project. A project superintendent knowledgeable and experienced in application of the asphalt rejuvenating agent must be present and in control of each day's work. The Contractor shall submit at the preconstruction meeting a written experience outline of the project superintendent. Application Temperature and Weather Limitations: The temperature of the asphalt rejuvenation emulsion, at the time of application shall be as recommended by the manufacturer. The asphalt rejuvenating agent shall be applied only when the existing surface to be treated is thoroughly dry and when there is no likelihood of precipitation forecasted within twenty-four (24) hours of application. The asphalt rejuvenating agent shall not be applied when the ambient temperature is below 45 degrees Fahrenheit or when temperatures are forecasted to fall below 40 degrees Fahrenheit within twenty-four (24) hours of application. It shall be the discretion of the Resident Engineer to determine when weather conditions are not appropriate for the application to occur. Contractor shall halt the application process when so ordered by the Resident Engineer. Handling of Asphalt Rejuvenating Agent: Contents in tank cars or storage tanks shall be circulated at least forty-five minutes before withdrawing any material for application. When loading the distributor, the asphalt rejuvenating agent concentrate shall be loaded first and then the required amount of water shall be added. The water shall be added into the distributor with enough force to cause agitation and thorough mixing of the two (2) materials. To prevent foaming, the discharge end of the water hose or pipe shall be kept below the surface of the material in the distributor which shall be used as a spreader. The distributor truck will be cleaned of all of its asphalt materials, and washed out to the extent that no discoloration of the emulsion may be perceptible. Cleanliness of the spreading equipment shall be subject to inspection and the Contractor shall halt the application process when so ordered by the Project Manager, Application Equipment: The distributor for spreading the emulsion shall be self- propelled, and shall have pneumatic tires. The distributor shall be designed and equipped to distribute the asphalt rejuvenating agent uniformly on variable widths of surface at readily determined and controlled rates from 0.05 to 0.5 gallons per square yard of surface, and with an allowable variation from any specified rate not to exceed five (5) percent of the specified rate. Distributor equipment shall include full circulation spray bars, pump tachometer, volume measuring device and a hand hose attachment suitable for application of the emulsion manually to cover areas inaccessible to the distributor. The distributor shall be equipped to circulate and agitate the emulsion within the tank. A check of distributor equipment as well as application rate accuracy and uniformity of distribution shall be made when directed by the Resident Engineer. Application of Rejuvenating Agent: The asphalt rejuvenating agent shall be applied by a distributor truck at the temperature recommended by the manufacturer and at the pressure required for the proper distribution. The emulsion shall be so applied that uniform distribution is obtained at all points of the areas to be treated. Distribution shall be commenced with a running start to insure full rate of spread over the entire area to be treated. Areas inadvertently missed shall receive additional treatment as may be required by a hand sprayer application. Application of the asphalt rejuvenating agent shall be on one-half width of the pavement at a time. When the second half of the surface is treated, the nozzle nearest the center of the road shall overlap the previous by at least one-half the width of the nozzle spray. In any event the construction joint of the pavement shall be treated in both passes of the distributor truck. Before spreading, the asphalt rejuvenating agent shall be blended with water at the rate of two (2) parts rejuvenating agent to one (1) part water, by volume or as specified by the manufacturer. The combined mixture of asphalt rejuvenating agent and water shall be spread at the rate of 0.05 to 0.10 gallons per square yard, or as approved by the Resident Engineer following field testing. Where more than one application is to be made, succeeding applications shall be made as soon as penetration of the preceding application has been completed and approval is granted for additional applications by the Resident Engineer. Grades or super elevations of surfaces that may cause excessive runoff in the opinion of the Resident Engineer shall have the required amounts applied in two (2) or more applications as directed. Said treatment shall be uniformly applied by a method acceptable to the Resident Engineer. Care should be taken during all rejuvenator applications to not get excessive material on the curb and gutter. Additional cleaning may be required if this occurs at the contractor's expense. After the rejuvenating emulsion has penetrated, a coating of dry sand shall be applied to the surface in sufficient amount to protect the traveling public as required by the Resident Engineer. The Contractor shall furnish a quality inspection report showing the source and manufacturer of asphalt rejuvenating agent. When directed by the Resident Engineer, the Contractor shall take representative samples of material for testing. Spreading of Sand or Screenings: Sand or screenings shall be furnished by the Contractor. The Contractor shall furnish all equipment, tools, labor and incidentals necessary to perform the sanding operation in accordance with this Contract. Spreading shall consist of applying free flowing sharp sand, FA2 or limestone screenings to insure even distribution of the sand or screenings to be worked into any voids in the pavement surface as directed by the local agency. A twin spinner, rubber belt feed system aggregate distributor shall be used for uniform application. The aggregate distributor shall apply sand or screenings at a rate of two pounds to four pounds per square yard. Aggregate distributor must be able to carry enough aggregate to ,over an applied load of the rejuvenating agent, at least (9) nine tons. Repeated sanding may be required on some areas of pavement and contractor must be available on an as needed basis to provide the required sanding. Street Sweeping The Contractor shall be responsible for sweeping and cleaning of the streets prior to and after treatment. Prior to treatment, the street will be cleaned of all standing water, dirt, leaves, foreign materials, etc. This work shall be accomplished by hand brooming, power blowing or other methods approved by the Resident Engineer. If hand cleaning is not sufficient, then a self- propelled street sweeper shall be used. All sand used during the treatment must be removed no later than forty-eight (48) hours after treatment of the street. This shall be accomplished by a combination of hand and mechanical sweeping. All turnouts, cul-de-sacs, etc. must be cleaned and free of any material that would interfere with the treatment. All debris generated by sweeping shall be picked up and disposed of by the contractor. Street sweeping shall be included in the unit price per square yard for asphalt rejuvenating agent. If after sand is swept and it is determined that a hazardous condition exists on the roadway, the Contractor must apply additional sand and sweep no later than twenty-four (24) hours following reapplication. No additional compensation will be allowed for reapplications and removal of sand. Written Notification The Contractor shall distribute wriien notification in the form of an informational pamphlet to all residents of streets to receive rejuvenator. This written notification shall be distributed no greater than 48 hours prior to application. This work shall be considered incidental to the Contract. Traffic Control and Safety: The Contractor shall schedule his operations and carry out the work in a manner to cause the least disturbance and/or interference with the normal flow of traffic over the areas to be treated. Treated portions of the pavement surfaces shall be kept closed and free from traffic until penetration has become complete and the area is suitable for traffic. Cure time shall be no longer than 90 minutes. When traffic must be maintained at all times on a particular street, then the Contractor shall apply asphalt rejuvenating agent to one (1) lane at a time. Traffic shall be maintained in the untreated lane until the traffic may be switched to the completed lane. Access to adjacent properties shall be maintained during the application. The Contractor shall be responsible for all traffic control and signing required to permit safe travel. All signing and barricading of the work zone shall comply with MUTCD guidelines and IDOT standards. The Contractor shall notify the Resident Engineer as to the streets that are to be treated each day. All support vehicles used shall also have flashing beacons that can be seen from all sides of the vehicle, for safety considerations for all work on major arterials. If the Contractor fails to provide the required signing, the Contractor shall stop all operations until safe signing and barricading is achieved. Basis of Payment: This work shall be paid for by the contract unit price per square yard for RECLAMITE EMULSIFIED MALTENE-BASED REJUVENATING, which price shall include all materials, equipment, labor, traffic control, sweeping, written notification, material disposal, and incidentals to complete the work as specified and required. SCHEDULE OF QUANTITIES — BY INDIVIDUAL AGENCY The approximate quantities set forth in the table below for each item are estimates only and each municipality reserves the right to increase or decrease such quantities based on the Standard Specifications. Base Year 1 Village of Algonquin -.----Village .- City of Crystal Lake •�� Village of Village of Lake in the Hills LakewoodVillage of McHenryCity of fig Department of Public Works Jon M. Schmitt, Director 1415 Industrial Drive McHenry, Illinois 60050 Phone: (815) 363-2186 Fax: (815) 363-2214 www.ci.mchenry.il.us CONSENT AGENDA SUPPLEMENT DATE: May 7, 2018 TO: Mayor and City Council FROM: Jon M. Schmitt, Director of Public Works RE: Timothy Lane and Clover Avenue Water Main Replacement, Request for Authorization to Bid AGENDA ITEM SUMMARY Staff requests City Council to authorize staff to publicly bid the Timothy Lane and Clover Avenue Water Main Replacement Project. BACKGROUND The existing 4" ductile iron water main on Timothy Lane and Clover Lane is in need of replacement. Both locations have a long history of water main breaks due to the water main deterioration. This was caused by corrosion, age, settlement, etc. Additionally, the 4" diameter main is no longer compliant with current standards for size and capacity. Approximately 2,450 lineal feet of water main will be replaced and increased to an 8" diameter water main. Fire hydrants, valve vaults, new service lines and b-boxes will be installed per current standards. Other improvements are to include incidental roadway resurfacing and minor drainage improvements such as concrete gutter and driveway culvert replacements. The approximate location of the proposed improvements are on Timothy Lane and Clover Avenue between Dale Avenue and Green Street. City Council approved a Professional Service Agreement on July 17, 2017 with HR Green for design and bidding services and the final plans have been submitted to the Public Works Department. The FY2018/2019 Budget includes $830,000 in Water and Sewer Funds for the Timothy Lane and Clover Avenue Water Main Replacement Project. Also included in the FY 2018/2019 Budget were $345,000 in General Funds for roadway only contract items which were included in the contract as this location was also identified in the City 5-year recommended resurfacing program. The City of McHenry is dedicated to providing the citizens, businesses and visitors of McHenry with the highest quality of programs and services in acustomer-oriented, efficient and fiscally responsible manner. RECOMMENDATION Therefore, if Council concurs, it is recommended that a motion be made to authorize staff to publicly bid the Timothy Lane and Clover Avenue Water Main Replacement Project. The City of McHenry is dedicated to providing the citizens, businesses and visitors of McHenry with the highest quality of programs and services in acustomer-oriented, efficient and fiscally responsible manner. Department of Public Works Jon M. Schmitt, Director 1415 Industrial Drive McHenry, Illinois 60050 Phone: (815) 363-2186 Fax: (815) 363-2214 www.ci.mchenry.il.us CONSENT AGENDA SUPPLEMENT DATE: May 7, 2018 T0: Mayor and City Council FROM: Jon M. Schmitt, Director of Public Works RE: Green Street Bridge Rehabilitation, Request for Authorization to Bid AGENDA ITEM SUMMARY Staff requests City Council to authorize staff to publicly bid the Green Street Bridge Rehabilitation Project. BACKGROUND/ANALYSIS The Green Street Bridge, which was constructed in 1949, is in serviceable condition and will not be in need of replacement for some time. Currently, the sufficiency rating of the bridge does not make it eligible for federal participation for replacement or major rehabilitation. However, the bridge has shown sufficient deterioration that minor rehabilitation will be required to maintain the bridge until it would become federally eligible for replacement. Recent inspections have shown that the concrete sidewalks are in need of replacement as well as needed repairs and reconnections for the bridge railing. The concrete fascias which support an above ground stream crossing for a city water main are also showing heavy deterioration and may be in need of minor structural repairs. Other minor work would include rehabilitation of the approach pavement which has settled behind the abutments and a replacement of the asphalt wearing surface. This project will enable the City to maintain the structure until it can be eligible for federal funding for replacement. City Council approved a Professional Services Contract with Bollinger Lach and Associates, Inc. to provide engineering design services on July 17th 2017. The final plans have been submitted to the Public Works Department for approval. The FY2018/2019 Budget includes $451,500 in General Funds for the Green Street Bridge Rehabilitation Project. Also included in the FY 2018/2019 Budget were $48,500 in Water and Sewer Funds for the relocation and rehanging of the attached water main. The City of McHenry is dedicated to providing the citizens, businesses and visitors of McHenry with the highest quality of programs and services in acustomer-oriented, efficient and fiscally responsible manner. RECOMMENDATION Therefore, if Council concurs, it is recommended that a motion be made to authorize staff to publicly bid the Green Street Bridge Rehabilitation Project. The City of McHenry is dedicated to providing the citizens, businesses and visitors of McHenry with the highest quality of programs and services in acustomer-oriented, efficient and fiscally responsible manner. Department of Public Works Jon M. Schmitt, Director 1415 Industrial Drive McHenry, Illinois 60050 Phone: (815) 363-2186 Fax: (815) 363-2214 www.ci.mchenry.il.us CONSENT AGENDA SUPPLEMENT DATE: May 7, 2018 TO: Mayor and City Council FROM: Jon M. Schmitt, Director of Public Works RE: Bulk Rock Salt Purchase AGENDA ITEM SUMMARY Staff requests City Council to consider the 2nd year option of the bulk rock salt contract with Compass Minerals America, Inc., Overland Park, Kansas, obtained through a joint bid process coordinated by the McHenry County Purchasing Department. BACKGROUND At the June 5, 2017 City Council meeting, the City Council approved a contract purchase order for 1,500 tons of road salt to Compass Minerals America, Inc. for $55.74 per ton (2017-18 snow season). In early 2017, the city joined three other municipalities and the McHenry County Division of Transportation to solicit bids for road salt. The McHenry County Purchasing Department facilitated the bid specifications and solicitation. A request for 1,500 tons of road salt was submitted to McHenry County from the City. The bid specifications contain an optional second, third and fourth year contract extension. ANALYSIS On May 9, 2017 the following bids were received: • Cargill Deicing Technology -North Olmsted, Ohio: 1st year- $75.83; 2nd year - no bid; 3d year - no bid; 4th year - no bid • Compass Minerals America, Inc.- Overland Park, Kansas: 1st year- $55.74; 2nd year - $57.74; 3rd year - $60.74; 4th year - $64.74 The City gf7lTcHenn� is dedicated to providing the citizens, bLrsinesses and visitors ofMc•Henr�• with the {zighc�st duality of programs and ser��ices in a crestomer-oriented, efftcient and frscctlly responsible nzamzer • Detroit Salt Company — Detroit, Michigan: 1st year- $59.31; 2nd year - $61.09; 3rd year - $64.14; 411 year - $67.35 • Morton Salt —Chicago, Illinois: 1st year- $65.07; 2nd year - $65.07; 311 year - $65.07; 4t" year - $65.07 Based on this information, Compass Minerals America, Inc. is the low bidder. Funding for the purchase of salt for snow and ice control is budgeted in the Motor Fuel Tax (MFT) Fund in the amount of $150,000. RECOMMENDATION Therefore, if Council concurs, it is recommended that a motion be made to issue a contract purchase order for the 2"d year option for bulk road salt to Compass Minerals America, Inc., Overland Park, Kansas in an amount not to exceed $86,610.00 (1,500 tons @ $57.74 per ton). The C'irn ofMcHen,�� is dedicated to providing tlTe citizens, bcsinesses and nisiros of Mc•Henr•��rirh tlae hi,��hesr c/ucrlity �fprograns and se,��ices in a custonae,•-o,•iented, efficient ctnd_frsccrlJv responsible manner Department of Public Works Jon M. Schmitt, Director 1415 Industrial Drive McHenry, Illinois 60050 Phone: (815) 363-2186 Fax: (815) 363-2214 www.ci.mchenry.il.us CONSENT AGENDA SUPPLEMENT DATE: May 7, 2018 T0: Mayor and City Council FROM: Jon M. Schmitt, Director of Public Works RE: Curran Road S-Curve Phase II Engineering Agreements ATT: 1. IDOT's Preliminary Engineering Services Agreement for Federal Participation 2. IDOT's Local Agency Agreement for Federal Participation 3. Resolution approving Intergovernmental Agreement with State of Illinois and City of McHenry AGENDA ITEM SUMMARY Staff requests City Council to consider a Professional Engineering Services Agreement for Federal Participation, Local Agency Agreement for Federal Participation, and a Resolution approving Intergovernmental Agreement with State of Illinois and City of McHenry for the Curran Road S- Curve Improvements. BACKGROUND The Curran Road S-Curve has historically been a location where accidents have occurred and this location is listed on the Illinois Department of Transportation crash locations. The IDOT Highway Safety Improvement Program (HSIP) is a funding source for transportation safety related improvements which are funded at a 90% rate of federal participation for all phases of engineering and for construction of improvements. The City of McHenry applied for, and was awarded, $450,000 in HSIP funding for safety improvements for this location. On November 2, M15, City Council approved a Preliminary Engineering Services Agreement for Federal Participation with HR Green, Inc. forthe completion of Phase I Engineering services forthe Curran Road Improvements. Phase I Engineering was completed in fall of 2017 and design approval was granted by IDOT in December of 2017. Improvements are to include minor alignment corrections, recoverable slopes, guardrail, pavement markings, and hazard signage. Phase II Engineering Design is anticipated to be completed in early 2019 with construction anticipated to be completed in Summer and Fall of 2019. The project limits are from 500' south of Ojibwa Lane to 500' south of IL Route 120. ANALYSIS City Staff received approval from IDOT to award HR Green, Inc. a contract to complete Phase II Engineering services for the completion of the design for this project. Staff have negotiated a preliminary engineering services agreement utilizing the Illinois Department of Transportation's standard form. The scope of work includes all necessary work to complete final contract plans and special provisions required for the project to be awarded on the IDOT State Letting, utility coordination, necessary meetings, and general project management in an amount not to exceed $341889.00. RECOMMENDATION Therefore, if Council concurs, then it is recommended that a motion be made to approve the attached: • Curran Road Preliminary Engineering Services Agreement for Federal Participation with HR Green, Inc. in an amount not to exceed $34,889.00 ($3,489 General Fund, $31,400 Federal Aid); • Local Agency Agreement for Federal Participation; and, • City of McHenry Resolution appropriating funds for the Curran Road Improvements. It is further recommended, if Council concurs, to authorize the Mayor to execute any revisions of the proposed documents upon recommended revisions based upon IDOT and Council of Mayors review. RESOLUTION NO. A RESOLUTION APPROVING AN INTERGOVERNMENTAL AGREEMENT WITH THE STATE OF ILLINOIS AND THE CITY OF MCHENRY APPROPRIATING FUNDS FOR THE CURRAN ROAD IMPROVEMENT PROJECT WHEREAS, the City %J McHenry endeavors to improve a segment of Curran Road from south of Illinois Route 120 to Ojibwa Lane that is approximately 0.84 miles in length and known to the Illinois Department of Transportation as Section Number 15-00082-00-SP and State Job Number D-91-204-16; and WHEREAS, the Phase II Engineering costs of said improvement has necessitated the use of Federal funds; and WHEREAS, the City of McHenry received four hundred and fifty thousand dollars ($450,000.00) in Highway Safety Improvement Program (HSIP) federal funding under HSIP# 201501007; and WHEREAS, the federal fund source requires a match of local funds; and WHEREAS, the use of federal funds requires a joint funding agreement (hereinafter "AGREEMENT") with the Illinois Department of Transportation. NOW, THEREFORE, BE IT RESOLVED that the City of McHenry authorizes three thousand I ve hundred ($3,500.00) or as much of such sum as may be needed to match federal funds in the completion of Phase II Engineering of the aforementioned project known as Section Number 15- 00082-00-SP. BE IT FURTHER RESOLVED that the (Mayor) is hereby authorized and directed to execute the above -mentioned AGREEMENT and any other such documents related to advancement and completion of said project. Pass this 7th day of May, 2018. Office of the City Clerk Wayne Jett, Mayor Local Public Agency City of McHenry L 0 C A IftoiS Department of Transportation C 0 N Consultant HR Green, Inc. Address 420 N. Front Street County McHenry Section 15�00082�00-sp L A G E N Preliminary Engineering Services Agreement For Federal Participation S U L T A N City McHenry Project No. 15D8(21 0) State IL Job No. D-91-204-16 Zip Code 60050 Contact Name/Phone/E-mail Address Contact Name/Phone/E-mail Address Jon Schmitt C T Akram Chaudhry 815-363-2186 Y 815-759-8310 0schmitt ci.mchenr .il.us achaudhry(@hrcireen.corn THIS AGREEMENT is made and entered into this 7th day of May 2018 between the above Local Public Agency (LPA) and Consultant (ENGINEER) and covers certain professional engineering services in connection with the PROJECT. Federal -aid funds allotted to the LPA by the state of Illinois under the general supervision of the Illinois Department of Transportation (STATE) will be used entirely or in part to finance engineering services as described under AGREEMENT PROVISIONS, Name Curran Road Termini IL Route 120 to Ojibwa Lane Project Description Route FAU 0084 Length 0.84 mi Structure No. N/A Description Complete Phase II Engineering for the roadway and safety improvements for Curran Road from south of IL Route 120 to Ojibwa Lane in the City of McHenry. Agreement Provisions I. THE ENGINEER AGREES, 1. To perform or be responsible for the performance, in accordance with STATE approved design standards and policies, of engineering services for the LPA for the proposed improvement herein described. 2. To attend any and all meetings and visit the site of the proposed improvement at any reasonable time when requested by representatives of the LPA or STATE. 3. To complete the services herein described within 200 calendar days from the date of the Notice to Proceed from the LPA, excluding from consideration periods of delay caused by circumstances beyond the control of the ENGINEER. 4. The classifications of the employees used in the work should be consistent with the employee classifications and estimated man- hours shown in EXHIBIT A. If higher -salaried personnel of the firm, including the Principal Engineer, perform services that are indicated in Exhibit A to be performed by lesser -salaried personnel, the wage rate billed for such services shall be commensurate with the payroll rate for the work performed. 5. That the ENGINEER is qualified technically and is entirely conversant with the design standards and policies applicable for the PROJECT; and that the ENGINEER has sufficient properly trained, organized and experienced personnel to perform the services enumerated herein. 6. That the ENGINEER shall be responsible for the accuracy of the work and shall promptly make necessary revisions or corrections resulting from the ENGINEER's errors, omissions or negligent acts without additional compensation. Acceptance of work by the STATE will not relieve the ENGINEER of the responsibility to make subsequent correction of any such errors or omissions or for clarification of any ambiguities. 7. That all plans and other documents furnished by the ENGINEER pursuant to this AGREEMENT will be endorsed by the ENGINEER and will affix the ENGINEER's professional seal when such seal is required by law. Plans for structures to be built as a part of the improvement will be prepared under the supervision of a registered structural engineer and will affix structural engineer seal when such seal is required by law. It will be the ENGINEER's responsibility to affix the proper seal as required by the Bureau of Local Roads and Streets manual published by the STATE. 8. That the ENGINEER will comply with applicable federal statutes, state of Illinois statutes, and local laws or ordinances of the LPA. Page 1 of 8 BLR 05610 (Rev. 11109117) Printed on 2/12/2018 2:19:51 PM 9. The undersigned certifies neither the ENGINEER nor I have: a. employed or retained for commission, percentage, brokerage, contingent fee or other considerations, any firm or person (other than a bona fide employee working solely for me or the above ENGINEER) to solicit or secure this AGREEMENT, b. agreed, as an express or implied condition for obtaining this AGREEMENT, to employ or retain the services of any firm or person in connection with carrying out the AGREEMENT or c. paid, or agreed to pay any firm, organization or person (other than a bona fide employee working solely for me or the above ENGINEER) any fee, contribution, donation or consideration of any kind for, or in connection with, procuring or carrying out the AGREEMENT. d. are not presently debarred, suspended, proposed for debarment, declared ineligible or voluntarily excluded from covered transactions by any Federal department or agency, e. have not within a three-year period preceding the AGREEMENT been convicted of or had a civil judgment rendered against them for commission of fraud or criminal offense in connection with obtaining, attempting to obtain or performing a public (Federal, State or local) transaction; violation of Federal or State antitrust statutes or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements or receiving stolen property, f. are not presently indicted for or otherwise criminally or civilly charged by a government entity (Federal, State or local) with commission of any of the offenses enumerated in paragraph (e) and g. have not within a three-year period preceding this AGREEMENT had one or more public transactions (Federal, State or local) terminated for cause or default. 10. To pay its subconsultants for satisfactory performance no later than 30 days from receipt of each payment from the LPA. 11. To submit all invoices to the LPA within one year of the completion of the work called for in this AGREEMENT or any subsequent Amendment or Supplement. 12. To submit BLR 05613, Engineering Payment Report, to the STATE upon completion of the project (Exhibit B). 13. Scope of Services to be provided by the ENGINEER: ❑ Make such detailed surveys as are necessary for the planning and design of the PROJECT. ❑ Make stream and flood plain hydraulic surveys and gather both existing bridge upstream and downstream high water data and flood flow histories. ❑ Prepare applications for U.S. Army Corps of Engineers Permit, Illinois Department of Natural Resources Office of Water Resources Permit and Illinois Environmental Protection Agency Section 404 Water Quality Certification. ❑ Design and/or approve cofferdams and superstructure shop drawings. ❑ Prepare Bridge Condition Report and Preliminary Bridge Design and Hydraulic Report, (including economic analysis of bridge or culvert types and high water effects on roadway overflows and bridge approaches). ❑ Prepare the necessary environmental and planning documents including the Project Development Report or Environmental Assessment, State Clearinghouse, Substate Clearinghouse and all necessary environmental clearances. ❑ Make such soil surveys or subsurface investigations including borings and soil profiles as may be required to furnish sufficient data for the design of the proposed improvement. Such investigations to be made in accordance with the current Standard Specifications for Road and Bridge Construction, Bureau of Local Roads and Streets Administrative Policies, Federal -Aid Procedures for Local Highway Improvements or any other applicable requirements of the STATE. ❑ Analyze and evaluate the soil surveys and structure borings to determine the roadway structural design and bridge foundation. ❑ Prepare preliminary roadway and drainage structure plans and meet with representatives of the LPA and STATE at the site of the improvement for review of plans prior to the establishment of final vertical and horizontal alignment, location and size of drainage structures, and compliance with applicable design requirements and policies. ❑ Make or cause to be made such traffic studies and counts and special intersection studies as may be required to furnish sufficient data for the design of the proposed improvement. ® Complete the general and detailed plans, special provisions and estimate of cost. Contract plans shall be prepared in accordance with the guidelines contained in the Bureau of Local Roads and Streets manual. The special provisions and detailed estimate of cost shall be furnished in quadruplicate. ❑ Furnish the LPA with survey and drafts in quadruplicate all necessary right-of-way dedications, construction easements and borrow pit and channel change agreements including prints of the corresponding plats and staking as required. Page 2 of 8 BLR 05610 (Rev. 11/09/17) Printed on 2/12/2018 2:19:51 PM II. THE LPA AGREES, 1. To furnish the ENGINEER all presently available survey data and information 2. To pay the ENGINEER as compensation for all services rendered in accordance with this AGREEMENT, on the basis of the following compensation formulas: Cost Plus Fixed Fee ® CPFF = 14.5%[DL + R(DL) + OH(DL) + IHDC], or ❑ CPFF = 14.5%[DL + R(DL) + 1 A(DL) + IHDC], or ❑ CPFF = 14.5%[(2.3 + R)DL + IHDC] Where: DL = Direct Labor IHDC = In House Direct Costs OH = Consultant Firm's Actual Overhead Factor R = Complexity Factor Specific Rate ❑ (Pay per element) Lump Sum ❑ 3. To pay the ENGINEER using one of the following methods as required by 49 CFR part 26 and 605 ILCS 5/5409: ❑ With Retainage a) For the first 50% of completed work, and upon receipt of monthly invoices from the ENGINEER and the approval thereof by the LPA, monthly payments for the work performed shall be due and payable to the ENGINEER, such payments to be equal to 90% of the value of the partially completed work minus all previous partial payments made to the ENGINEER. b) After 50% of the work is completed, and upon receipt of monthly invoices from the ENGINEER and the approval thereof by the LPA, monthly payments covering work performed shall be due and payable to the ENGINEER, such payments to be equal to 95% of the value of the partially completed work minus all previous partial payments made to the ENGINEER. c) Final Payment — Upon approval of the work by the LPA but not later than 60 days after the work is completed and reports have been made and accepted by the LPA and the STATE, a sum of money equal to the basic fee as determined in this AGREEMENT less the total of the amounts of partial payments previously paid to the ENGINEER shall be due and payable to the ENGINEER. ® Without Retainage a) For progressive payments —Upon receipt of monthly invoices from the ENGINEER and the approval thereof by the LPA, monthly payments for the work performed shall be due and payable to the ENGINEER, such payments to be equal to the value of the partially completed work minus all previous partial payments made to the ENGINEER. b) Final Payment — Upon approval of the work by the LPA but not later than 60 days after the work is completed and reports have been made and accepted by the LPA and STATE, a sum o money equal to the basic fee as determined in this AGREEMENT less the total of the amounts of partial payments previously paid to the ENGINEER shall be due and payable to the ENGINEER. 4. The recipient shall not discriminate on the basis of race, color, national origin or sex in the award and performance of any DOT - assisted contract or in the administration of its DBE program or the requirements of 49 CFR part 26. The recipient shall take all necessary and reasonable steps under 49 CFR part 26 to ensure nondiscrimination in the award and administration of DOT -assisted contracts. The recipient's DBE program, as required by 49 CFR part 26 and as approved by DOT, is incorporated by reference in this agreement. Implementation of this program is a legal obligation and failure to carry out its terms shall be treated as violation of this agreement. Upon notification to the recipient of its failure to carry out its approved program, the Department may impose sanctions as provided for under part 26 and may, in appropriate cases, refer the matter for enforcement under 18 U.S.C. 1001 and/or the Program Fraud Civil Remedies Act of 1986 (31 U.S.C. 3801 et seq.). 5. To certify by execution of this AGREEMENT that the selection of the ENGINEER was performed in accordance with the Local Government Professional Services Selection Act 50 ILCS 510, the Brooks Act 40USC 11, and Procurement, all and Administration of Engineering and Design related Services (23 CFR part 172). Exhibit C is required to be completed with this agreement. III. IT IS MUTALLY AGREED, 1. That no work shall be commenced by the ENGINEER prior to issuance by the LPA of a written Notice to Proceed. 2. That tracings, plans, specifications, estimates, maps and other documents prepared by the ENGINEER in accordance with this AGREEMENT shall be delivered to and become the property of the LPA and that basic survey notes, sketches, charts and other data prepared or obtained in accordance with this AGREEMENT shall be made available, upon request, to the LPA or to the STATE, without restriction or limitation as to their use. Page 3 of 8 BLR 05610 (Rev. 11/09/17) Printed on 2/12/2018 2:19:51 PM 3. That all reports, plans, estimates and special provisions furnished by the ENGINEER shall be in accordance with the current Standard Specifications for Road and Bridge Construction, Bureau of Local Roads and Streets Administrative Policies, Federal -Aid Procedures for Local Highway Improvements or any other applicable requirements of the STATE, it being understood that all such furnished documents shall be approved by the LPA and the STATE before final acceptance. During the performance of the engineering services herein provided for, the ENGINEER shall be responsible for any loss or damage to the documents herein enumerated while they are in the ENGINEER's possession and any such loss or damage shall be restored at the ENGINEER's expense. 4. That none of the services to be furnished by the ENGINEER shall be sublet, assigned or transferred to any other party or parties without written consent of the LPA. The consent to sublet, assign or otherwise transfer any portion of the services to be furnished by the ENGINEER shall not be construed to relieve the ENGINEER of any responsibility for the fulfillment of this agreement. 5. To maintain, for a minimum of 3 years after the completion of the contract, adequate books, records and supporting documents to verify the amounts, recipients and uses of all disbursements of funds passing in conjunction with the contract; the contract and all books, records and supporting documents related to the contract shall be available for review and audit by the Auditor General and the STATE; and to provide full access to all relevant materials. Failure to maintain the books, records and supporting documents required by this section shall establish a presumption in favor of the STATE for the recovery of any funds paid by the STATE under the contract for which adequate books, records and supporting documentation are not available to support their purported disbursement. 6. The payment by the LPA in accordance with numbered paragraph 3 of Section II will be considered payment in full for all services rendered in accordance with this AGREEMENT whether or not they be actually enumerated in this AGREEMENT. 7. That the ENGINEER shall be responsible for any and all damages to property or persons arising out of an error, omission and/or negligent act in the prosecution of the ENGINEER's work and shall indemnify and save harmless the LPA, the STATE, and their officers, agents and employees from all suits, claims, actions or damages of any nature whatsoever resulting there from. These indemnities shall not be limited by the listing of any insurance policy. 8. This AGREEMENT may be terminated by the LPA upon giving notice in writing to the ENGINEER at the ENGINEER's last known post office address, upon such termination, the ENGINEER shall cause to be delivered to the LPA all drawings, plats, surveys, reports, permits, agreements, soils and foundation analysis, provisions, specifications, partial and completed estimates and data, if any from soil survey and subsurface investigation with the understanding that all such material becomes the property of the LPA. The LPA will be responsible for reimbursement of all eligible expenses to date of the written notice of termination. 9. This certification is required by the Drug Free Workplace Act (301LCS 580). The Drug Free Workplace Act requires that no grantee or contractor shall receive a grant or be considered for the purpose of being awarded a contract for the procurement of any property or service from the State unless that grantee or contractor will provide a drug free workplace. False certification or violation of the certification may result in sanctions including, but not limited to, suspension of contract or grant payments, termination of a contract or grant and debarment of the contracting or grant opportunities with the State for at least one (1) year but no more than five (5) years. For the purpose of this certification, "grantee" or "contractor" means a corporation, partnership or other entity with twenty-five (25) or more employees at the time of issuing the grant, or a department, division or other unit thereof, directly responsible for the specific performance under a contract or grant of $5,000 or more from the State, as defined in the Act. The contractor/grantee certifies and agrees that it will provide a drug free workplace by: a. Publishing a statement: (1) Notifying employees that the unlawful manufacture, distribution, dispensing, possession or use of a controlled substance, including cannabis, is prohibited in the grantee's or contractor's workplace. (2) Specifying the actions that will be taken against employees for violations of such prohibition. (3) Notifying the employee that, as a condition of employment on such contract or grant, the employee will: (a) abide by the terms of the statement; and (b) notify the employer of any criminal drug statute conviction for a violation occurring in the workplace no later than five (5) days after such conviction. b. Establishing a drug free awareness program to inform employees about: (1) The dangers of drug abuse in the workplace; (2) The grantee's or contractor's policy of maintaining a drug free workplace; (3) Any available drug counseling, rehabilitation and employee assistance program; and (4) The penalties that may be imposed upon an employee for drug violations. c. Providing a copy of the statement required by subparagraph (a) to each employee engaged in the performance of the contract or grant and to post the statement in a prominent place in the workplace. d. Notifying the contracting or granting agency within ten (10) days after receiving notice under part (B) of paragraph (3) of subsection (a) above from an employee or otherwise receiving actual notice of such conviction. e. Imposing a sanction on, or requiring the satisfactory participation in a drug abuse assistance or rehabilitation program by, f. Assisting employees in selecting a course of action in the event drug counseling, treatment and rehabilitation is required and indicating that a trained referral team is in place. g. Making a good faith effort to continue to maintain a drug free workplace through implementation of the Drug Free Workplace Act. Pa e 4 of 8 BLR 05610 (Rev. 11/09/17) 9 Printed on 2/12/2018 2:19:51 PM 10. The ENGINEER or subconsultant shall not discriminate on the basis of race, color, national origin or sex in the performance of this AGREEMENT. The ENGINEER shall carry out applicable requirements of 49 CFR part 26 in the administration of DOT assisted contracts. Failure by the ENGINEER to carry out these requirements is a material breach of this AGREEMENT, which may result in the termination of this AGREEMENT or such other remedy as the LPA deems appropriate. 11. When the ENGINEER is requested to complete work outside the scope of the original AGREEMENT, a supplemental AGREEMENT will be required. Supplements will also be required for the addition or removal of subconsultants, direct costs, the use of previously unspecified staff, and other material changes to the original AGREEMENT. Agreement Summary Prime Consultant: TIN Number Agreement Amount HR Green, Inc. 42-0927178 $34,889,00 Sub -Consultants: TIN Number A reement Amount Sub -Consultant Total: Prime Consultant Total: $34,889,00 Total for all Work: $34,889.00 Executed by the LPA: ATTEST: By: (SEAL) Executed by the ENGINEER: ATTEST: By: Page 5 of 8 Printed on 2/12/2018 2:19:51 PM By: Clerk Title: By: Title: (M u n i c i p a I i ty/Town s h i p/County) BLR 05610 (Rev. 11/09/17) 7 a . w � e I / iL < % w CO R y O G = 6 / /< \E 0 � a \ / =y 00 00 ±\\ CL/ �± M0 Mx 2 = m2f m %ac [ ± e E 2 \/ /// \ / .. < \\ �e L \\ .@\2 \2\ § / R \ iL =U0 $«? \f� c Cl) \ƒ_ \0 Ix \ / ?Cl Lm a� 0 �M a ( k ■f o/ w m G w¢ Cl)w � k % k / I w 2 � Exhibit B Illinois Department of Transportation Prime Consultant Name Address Telephone TIN Number Project Information Local Agency Section Number Project Number Job Number HR Green, Inc. 420 Front St. McHenry, IL 815-385-1778 42-0927178 City of McHenry 15-00082-00-SP HSIP4003(674) D-91-204-16 Engineering Payment Report (Submit with Final Invoice ) This form is to verify the amount paid to the Sub -consultant on the above captioned contract. Under penalty of law for perjury or falsification, the undersigned certifies that work was executed by the Sub -consultant for the amount listed below. Sub -Consultant Name TIN Number Actual Payment from Prime Sub -Consultant Total: Prime Consultant Total: Total for all Work Completed: Signature and title of Prime Consultant Date Note: The Department of Transportation is requesting disclosure of information that is necessary to accomplish the statutory purpose as outlined under state and federal law. Disclosure of this information is REQUIRED and shall be deemed as concurring with the payment amount specified above. For information about IDOTs collection and use of confidential information review the department's Identity Protection Policy. Page 7 of 8 BLR 05610 (Rev. 11/09/17) Printed on 2/12/2018 2:19:51 PM Local Public Agency Section Number Project Number Job Number Exhibit C Federal Qualification Based Selection (QBS) Checklist City of McHenry 15-00082-00-SP H SIP-4003 (674) D-91-204-16 The LPA must complete Exhibit C, if federal funds are used for this engineering agreement and the value will exceed $25,000. The LPA must follow federal small purchase procedures, if federal funds are used and the engineering agreement has a value less than $25,000. ❑ Form Not Applicable (engineering services less than $25,000) 1. Do the written QBS policies and procedures discuss the initial administration (procurement, management, and administration) concerning engineering and design related consultant services? ® Yes ❑ No 2. Do the written QBS policies and procedures follow the requirements as outlined in Section 5-5 and specifically Section 5-5.06(e) of the BLRS Manual? ® Yes ❑ No If no, IDOT's approval date: 3. Was the scope of services for this project clearly defined? ® Yes ❑ No 4. Was public notice given for this project? ® Yes ❑ No Due date of submittal: Method(s) used for advertisement and dates of advertisement: 5. Do the written QBS policies and procedures cover conflicts of interest? ® Yes ❑ No 6. Do the written QBS policies and procedures use covered methods of verification for suspension and debarment? ® Yes ❑ No 7. Do the written QBS policies and procedures discuss the method of evaluation? ❑ Yes ❑ No Criteria for this project Weighting Criteria for this project Weighting 8. Do the written QBS policies and procedures discuss the method of selection? ❑ Yes ❑ No Selection committee (titles) for this project: Top three consultants selected for this project in order: 1) 2) 3) If less than 3 responses were received, IDOT's approval date: 9. Was an estimated cost of engineering for this project developed in-house prior to contract negotiation? ❑ Yes ® No 10. Were negotiations for this project performed in accordance with federal requirements? ® Yes ❑ No 11. Were acceptable costs for this project verified? ® Yes ❑ No ❑ LPA will rely on IDOT review and approval of costs. 12. Do the written QBS policies and procedures cover review and approving for payment, before forwarding the request for reimbursement to IDOT for further review and approval? ® Yes ❑ No 13. Do the written QBS policies and procedures cover ongoing and finalizing administration of the project (monitoring, evaluation, closing -out a contract, record retention, responsibility, remedies to violations or breaches to a contract, and resolution of disputes)? ® Yes ❑ No Page 8 of 8 BLR 05610 (Rev. 11/09/17) Printed on 2/12/2018 2:19:51 PM EXHIBIT D Phase II Engineering Scope of Services Curran Road Improvements IL Route 120 to Ojibwa Lane Presented to: City of McHenry Presented by: H RG reen February 2018 Project Understanding The project is located along Curran Road between south of Illinois Route 120 to Ojibwa Lane. The approximate length of the project is 0.79 miles. The improvement will consist of resurfacing the existing asphalt pavement to help improve the superelevation through the curves, new pavement marking and advance warning signage, shoulder improvements, and parkway restoration with topsoil and seeding. All Phases of the project will be federally funded through the Highway Safety Improvement Program (HSIP). Due to the contribution of federal funding throughout the various Phases of the project, the project bidding and award of the contract will be administered by IDOT. Therefore the project must be state let in accordance with the state letting schedule. Phase II Engineering tasks required for a federally funded project include the preparation of contract bid plans, specifications, cost estimates, and all other related work necessary for a state letting in Springfield. Preparation of the Phase II Engineering plans and documents will follow City and IDOT policies, standards and procedures. PHASE II ENGINEERING The following are several areas that HR Green feels are critical engineering activities required during the preparation of contract plans and documents and ways HR Green will address those areas. HR Green staff understands that a project's cost and schedule are controlled best by the preparation of detailed and accurate contract plans and special provisions. HR Green is fully committed to details and clarity in the preparation of plans and contract documents. Design Guidelines The Phase II Engineering and Contract Documents will be developed according to applicable IDOT and City requirements. These include the following design guidelines: • Approved Phase I Engineering; • Bureau of Local Roads (BLR) Manual; and • City Standards. HR Green has made the following assumptions associated with the Phase II engineering: 1. Improvements to City utilities, beyond structure adjustments, will not be required due to the roadway improvements. 2. No roadway lighting will be proposed. 3. No detour will be required. 4. No right-of-way documents will be prepared. 5. There are no drainage or flooding issues within the project limits. Contract Plans and Documents HR Green will develop and assemble the contract plans and special provisions for an IDOT letting. HR Green has a full service staff that can produce the roadway improvement plans. The Contract Plans will include the following sheets: • Cover Sheet; • Index/General Notes/Standards; • Summary of Quantities; • Typical Sections; • Alignment, Ties and Benchmark; • Roadway Plan and Profile Plans, including utility adjustments; • Erosion and Sediment Control Plan; • Pavement Marking and Signing; • Restoration Plans; • Miscellaneous Project Specific Details; • IDOT Standards; and • Cross -Sections every 50 feet, including driveways. Final Contract Documents will include: • Special Provisions; • Estimate of Time; • Cost Breakdown for Lump Sum Items; and • Estimate of Cost. Milestone Submittals Plans will be developed to predetermined milestones for submittal to the City and IDOT for review and approval. For a project of this type two submittals pre -final and final, would be made. The pre -final plans would be submitted to the City and IDOT for review and comment. The comments would then be incorporated into the plans and a disposition of comments submitted. Plans will also be submitted to utility companies that have facilities within the right-of-way. Utility Coordination The HR Green Team will continue the utility coordination process during Phase II engineering by sending roadway plans to private utility companies. If necessary, utility coordination meetings can be held with the impacted utilities to review and discuss the conflicts, resolutions and scheduling. This coordination will allow the utilities to design and relocate their facilities in a way that is compatible with the proposed design. Just as important, the utilities can then complete their design relocations in a timely manner to prevent construction delays. Maintenance of Traffic Analysis An analysis of how the proposed improvements will be constructed will be conducted and the maintenance of traffic and facilities will be discussed with the City. It is assumed applicable IDOT Highway Standards will be used for traffic control and protection during construction and a detour plan will not be required. Access for residents will be maintained at all times during construction. It is anticipated that construction may require day -time lane closures. Maintenance -of -traffic control specifications and notes will identify and detail the allowable contractor operations, and required traffic control devices will be included in the bidding documents. Construction sequencing procedures will be detailed in the plans and specifications to ensure that two (2) vehicle lanes are provided at the end of each work day. Erosion Control An erosion control plan will be prepared that makes recommendations to control erosion and retain sediment on the construction site. Erosion control measures and best management practices will include At fence or filter socks, and temporary seeding and mulching plans. Pavement Design HR Green will perform a field evaluation of Curran Road to define the resurfacing strategy and also gather and verify measurements for plan quantities and details. Resurfacing typical sections, plans, and construction details will be developed showing milling locations, resurfacing limits, utility structure adjustments, and pavement striping. HR Green will coordinate with the City to design a Hot Mix Asphalt (HMA) pavement that meets City and IDOT standards. Special Provisions HR Green will prepare contract special provisions for the project. The document will include Supplemental, Recurring, BDE, District 1, and project specific special provisions. The project specific special provisions will be written to cover any items not covered by the Standard Specifications for Road and Bridge Construction. Estimate of Cost Opinions of probable construction cost will be developed and refined throughout the design process so that the City has the latest cost estimate. These costs will be determined using pay items and the latest historical unit prices available for the area. HR Green will complete the Estimate of Cost (BLR 11510) and Lump Sum Breakdowns as part of the pre -final and final submittals to IDOT. The Estimate of Cost will be the Engineer's Opinion of Probable Cost. Estimate of Time The estimate of time will be developed based upon pay items and quantities and will be used to develop the number of working days or completion date for the project. Project Coordination and Meetings Our experience gained in completing projects for municipal clients has led us to an understanding of the critical nature of early project coordination both with public agencies and affected property owners/residents. Early project coordination also allows us to ensure that those items requiring action from other agencies are submitted early in the project in order to maintain the project schedule. Project coordination work will include: 1. Phase II kick-off meeting with IDOT to review the project scope and schedule. 2. Project review meeting on -site with the City to review the project and obtain input. 3. Project documentation is also critical to project success. The HR Green Team will prepare/distribute meeting minutes of all meetings attended which will detail the discussions of attendees along with the action required of the attendees. w Qco F- o a. e O c O O r M r F- a LLLL W LU C O W O U o m x F- z co o� N � �r-w z Q ti 0 C� PAYROLL RATES FIRM NAME HR Green, Inc. DATE PRIME/SUPPLEMENT PRIME PTB-ITEM # ESCALATION FACTOR Note: Rates should be capped on the AVG 1 tab as necessary CLASSIFICATION Sr Project Manager Project Engineer II Staff Engineer II Sr Design Tech Administrative Assistant II Staff Land Surveyor III IDOT PAYROLL RATES ON FILE $67.63 $40.89 $31.25 $36.32 $23.60 $38.38 0.75% CALCULATED RATE $70.53 $68.14 $41.20 $31.48 $36.59 $23.78 $38.67 Bureau of Design and Environment Prepared By: Consultant 02/12/18 Printed 2/12/2018 12:53 PM Page 2 of 6 BDE 3604 Template (Rev. 10/19/17) FIRM NAME PRIME/SUPPLEMENT PTB-ITEM # HR Green, Inc. PRIME Bureau of Design and Environment Prepared By: Consultant Total 0.00 0.00 DATE 02/12/18 BDE 3604 Template (Rev. 10/19/17) Printed 2/12/2018 12:53 PM Page 3 of 6 COST PLUS FIXED FEE COST ESTIMATE OF CONSULTANT SERVICES FIRM HR Green, Inc. P I DMITEM# PRIME/SUPPLEMENT PRIME OVERHEAD RATE COMPLEXITY FACTOR 171.00% 0 Bureau of Design and Environment Prepared By: Consultant DATE 02/12/10 DBE DROP BOX ITEM MANHOURS (A) PAYROLL (B) OVERHEAD & FRINGE BENF (C) DIRECT COSTS (D) FIXED FEE (E) SERVICES BY OTHERS (G) DBE TOTAL (H) TOTAL (B=G) % OF GRAND TOTAL Data Collection & Review 28 17119 17913 414 - 31446 9.88% Contract Plans 176 61812 117649 768 27521 21,750 62.34% Spl Provisions & Estimates 28 1,373 2,347 508 - 41228 12.12% Meetings 12 662 11131 27 245 - 27065 5.92% Administration 12 551 943 204 11698 4.87% QA/QC 8 553 945 204 - 11702 4.88% Subconsuitant DL 01 1- TOTALS 264 11707041181928 1 795 42096 - - 34,889 100.00% DBE 0.00% Printed 2/12/2018 12:53 PM Page 4 of 6 BDE 3604 Template (Rev. 10/19/17) Bureau of Design and Environment Prepared By: Consultant FIRM PTB-ITEM# PRIME/SUPPLEMENT HR Green, Inc. PRIME AVERAGE HOURLY PROJECT RATES DATE Uzi 14/10 SHEET PAYROLL CLASSIFICATION AVG HOURLY RATES TOTAL PROJ. RATES Data Collection & Review Contract Plans Spl Provisions & EstimateE Meetings Administration Hours % Part, Wgtd Avg Hours % Part. Wgtd Avg Hours % Part, Wgtd Avg Hours % Part. Wgtd Avg Hours % Part. Wgtd Avg Hours % Part, Wgtd Avg Principal 70.00 11.0 4.17% 2,92 2 1.14% 0.8D 2 7,14% 5.00 3 25.OD% 17.50 Sr Project Manager 68.14 33.0 12.50% 8,52 2 7.14% 4.87 12 6.82% 4,65 6 21,43% 14,60 3 25,00% 17,03 6 50.00% 34.07 Project Engineer II 41,20 74,0 28.03% 11.55 4 14.29% 5,89 44 25,00% 10,30 20 71.43% 29.43 6 50.00% 20.60 Staff Engineer II 31.48 58,0 21,97% 6,92 4 14.29% 4.50 54 30.68% 9,66 Sr Design Tech 36,59 66.0 25.00% 9.15 2 7.14% 2,61 64 36.36% 13.31 Administrative Assistant II 23,78 6.0 2.27% 0.54 6 50,00% 11,89 Staff Land Surveyor 111 38,67 16.0 6,06% 2,34 16 57.14% 22.10 0.0 0.0 0,0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0,0 0.0 T$49.0312.00 0.0 TOTALS 264.0 100% $41.93 28.0 100.00% 1 $39.96 176.0 100% $38.71 28 100%100% $55,13 12.0 100% $45,96 Printed 2/12/2018 12:53 PM Page 5 of 6 BDE 3604 Template (Rev. 10/19/17) Bureau of Design and Environment Prepared By: Consultant FIRM PTB-ITEM # PRIME/SUPPLEMENT AVERAGE HOURLY PROJECT RATES HR Green, Inc. DATE 02112M8 PRIME SHEET 2 OF 2 PAYROLL AVG QAIQc CLASSIFICATION HOURLY RATES Hours % Part. Wgtd Avg Hours % Part. Wgtd Avg Hours % Part. Wgtd Avg Hours % Part. Wgtd Avg Hours % Part. Wgtd Avg Hours % Part. Wgtd Avg Principal Sr Project Manager 70.00 68.14 4 4+ 50.00% 50.00% 35.00 34.07 Project Engineer II 41.20 Staff Engineer 11 Sr Design Tech 31 A8 36.59 Administrative Assistant 11 23.78 Staff Land Surveyor 111 38.67 TOTALS 8.0 100% $69.07 0.0 1 0% $0.00 0.0 0% 1 $0.00 0.0 0% $0.00 0.0 0% $0.00 0.0 0% $0.00 Printed 2/12/2018 12:53 PM Page 6 of 6 BDE 3604 Template (Rev. 10/19/17) Department of Public Works Jon M Schmitt, Director 1415 Industrial Drive McHenry, Illinois 60050 Phone: (815) 363-2186 Fax: (815) 363-2214 jschmitt@ci.mchenry.il.us March 15, Z016 Mr. ChristopherJ. Holt, P.E. Bureau Chief Illinois Department of Transportation Bureau of Local Roads and Streets 201 West Center Court Schaumburg, Illinois 60196-1096 Attn: Ms. Temi Latinwo RE: Phase I, II and III Engineering Services City of McHenry Section No.: 15-00082-00-SP Project No.: HSIP-4003(673) Job No.: P-91-204-16 McHenry County Dear Ms. Latinwo: This is to inform you that in accordance with the current policy for quality based selection, the City of McHenry has selected HR Green Inc. to provide Phase I, II and III engineering services for the Citys Curran Road HSIP safety project. If you have any questions, please contact me at (815) 363-2190. Sincere) Jon Schmitt Director of Public Works The City of McHenry is dedicated to providing the citizens, businesses and visitors of McHenry with the highest quality of programs and services in acustomer-oriented, efficient and fiscally responsible manner. ��j Illinois Department ��`��4 of Transportation Local Public Agency Agreement for Federal Participation Local Public Agency City of McHenry State Contract Day Labor Local Contract x RR Force Account Section 15-00082-00-SP Fund Type HSIP ITEP, SRTS, or HSIP Numbers) 201501007 Construction En ineerin Ri ht-of-Wa Job Number Project Number Job Number Project Number Job Number Project Number D-91-204-16 15D8(210) This Agreement is made and entered into between the above local public agency, hereinafter referred to as the "LPA", ante State of Illinois, acting by and through its Department of Transportation, hereinafter referred to as "STATE". The STATE and LPA jointly propose to improve the designated location as described below. The improvement shall be constructed in accordance with plans prepared by, or on behalf of the LPA, approved by the STATE and the STATE's policies and procedures approved and/or required by the Federal Highway Administration, hereinafter referred to as "FHWA". Local Name Curran Road Termini IL 120 to Ojibwa Lane Current Jurisdiction Location Route FAU 0084 Length 0.84 mi. LPA TIP Number 11-16-0002 Existing Structure No N/A Project Description Design Engineering for the improvements along Curran Road between IL Route 120 and Ojibwa Lane in the City of McHenry. Division of Cost Type of Work Participating Construction Non -Participating Construction Preliminary Engineering Construction Engineering Right of Way Railroads Utilities Materials TOTAL HSIP % % LPA % Total 31,500 3,500 $ 3,500 * Maximum FHWA (HSIP) participation 90%, not to exceed $31,500. 35,000 $ 35,000 NOTE: The costs shown in the Division of Cost table are approximate and subject to change. The final LPA share is dependent on the final Federal and State participation. The actual costs will be used in the final division of cost for billing and reimbursment. If funding is not a percentage of the total, place an asterisk in the space provided for the percentage and explain above. Local Public Agency Appropriation By execution of this Agreement, the LPA attests that sufficient moneys have been appropriated or reserved by resolution or ordinance to fund the LPA share of project costs. A copy of the authorizing resolution or ordinance is attached as an addendum (required for State -let contracts only) Method of Financing (State Contract Work Only) METHOD A ---Lump Sum (80% of LPA Obligation) METHOD 8--- Monthly Payments of METHOD C---CPA's Share Balance due by the of each successive month. divided by estimated total cost multiplied by actual progress payment. (See page two for details of the above methods and the financing of Day Labor and Local Contracts) Printed 4/25/2018 Page 1 of 5 BLR 05310 (Rev. 11/06/17) Agreement Provisions THE LPA AGREES: (1) To acquire in its name, or in the name of the STATE if on the STATE highway system, all right-of-way necessary for this project in accordance with the requirements of Titles II and III of the Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, and established State policies and procedures. Prior to advertising for bids, the LPA shall certify to the STATE that all requirements of Titles II and III of said Uniform Act have been satisfied. The disposition of encroachments, if any, will be cooperatively determined by representatives of the LPA, and the STATE and the FHWA, if required. (2) To provide for all utility adjustments, and to regulate the use of the right-of-way of this improvement by utilities, public and private, in accordance with the current Utility Accommodation Policy for Local Agency Highway and Street Systems. (3) To provide for surveys and the preparation of plans for the proposed improvement and engineering supervision during construction of the proposed improvement. (4) To retain jurisdiction of the completed improvement unless specified otherwise by addendum (addendum should be accompanied by a location map). If the improvement location is currently under road district jurisdiction, an addendum is required. (5) To maintain or cause to be maintained, in a manner satisfactory to the STATE and the FHWA, the completed improvement, or that portion of the completed improvement within its jurisdiction as established by addendum referred to in item 4 above. (6) To comply with all applicable Executive Orders and Federal Highway Acts pursuant to the Equal Employment Opportunity and Nondiscrimination Regulations required by the U.S. Department of Transportation. (7) To maintain, for a minimum of 3 years after final project close-out by the STATE, adequate books, records and supporting documents to verify the amounts, recipients and uses of all disbursements of funds passing in conjunction with the contract; the contract and all books, records and supporting documents related to the contract shall be available for review and audit by the Auditor General and the department; and the LPA agrees to cooperate fully with any audit conducted by the Auditor General and the STATE; and to provide full access to all relevant materials. Failure to maintain the books, records and supporting documents required by this section shall establish a presumption in favor of the STATE for the recovery of any funds paid by the STATE under the contract for which adequate books, records and supporting documentation are not available to support their purported disbursement. (8) To provide if required, for the improvement of any railroad -highway grade crossing and rail crossing protection within the limits of the proposed improvement. (9) To comply with Federal requirements or possibly lose (partial or total) Federal participation as determined by the FHWA. (10) (State Contracts Only) That the method of payment designated on page one will be as follows: Method A - Lump Sum Payment. Upon award of the contract for this improvement, the LPA will pay to the STATE within thirty (30) calendar days of billing, in lump sum, an amount equal to 80% of the LPA's estimated obligation incurred under this Agreement. The LPA will pay to the STATE the remainder of the LPA's obligation (including any nonparticipating costs) within thirty (30) calendar days of billing in a lump sum, upon completion of the project based on final costs. Method B - Monthly Payments. Upon award of the contract for this improvement, the LPA will pay to the STATE, a specified amount each month for an estimated period of months, or until 80% of the LPA's estimated obligation under the provisions of the Agreement has been paid, and will pay to the STATE the remainder of the LPA's obligation (including any nonparticipating costs) in a lump sum, upon completion of the project based upon final costs. Method C - Progress Payments. Upon receipt of the contractor's first and subsequent progressive bills for this improvement, the LPA will pay to the STATE within thirty (30) calendar days of receipt, an amount equal to the LPA's share of the construction cost divided by the estimated total cost, multiplied by the actual payment (appropriately adjusted for nonparticipating costs) made to the contractor until the entire obligation incurred under this Agreement has been paid. Failure to remit the payment(s) in a timely manner as required under Methods A, B, or C, shall allow the STATE to internally offset, reduce, or deduct the arrearage from any payment or reimbursement due or about to become due and payable from the STATE to LPA on this or any other contract. The STATE, at its sole option, upon notice to the LPA, may place the debt into the Illinois Comptroller's Offset System (15 ILCS 405/10.05) or take such other and further action as my be required to recover the debt. (11) (Local Contracts or Day Labor) To provide or cause to be provided all of the initial funding, equipment, labor, material and services necessary to construct the complete project. (12) (Preliminary Engineering) In the event that right-of-way acquisition for, or actual construction of, the project for which this preliminary engineering is undertaken with Federal participation is not started by the close of the tenth fiscal year following the fiscal year in which the project is federally authorized, the LPA will repay the STATE any Federal funds received under the terms of this Agreement. (13) (Right -of --Way Acquisition) In the event that the actual construction of the project on this right-of-way is not undertaken by the close of the twentieth fiscal year following the fiscal year in which the project is federally authorized, the LPA will repay the STATE any Federal Funds received under the terms of this Agreement. Printed 4/25/2018 Page 2 of 5 BLR 05310 (Rev. 11/06/17) (14) (Railroad Related Work Only) The estimates and general layout plans for at -grade crossing improvements should be forwarded to the Rail Safety and Project Engineer, Room 204, Illinois Department of Transportation, 2300 South Dirksen Parkway, Springfield, Illinois, 62764. Approval of the estimates and general layout plans should be obtained prior to the commencement of railroad related work. All railroad related work is also subject to approval be the Illinois Commerce Commission (ICC). Final inspection for railroad related work should be coordinated through appropriate IDOT District Bureau of Local Roads and Streets office. Plans and preemption times for signal related work that will be interconnected with traffic signals shall be submitted to the ICC for review and approval prior to the commencement of work. Signal related work involving interconnects with state maintained traffic signals should also be coordinated with the IDOT's District Bureau of Operations. The LPA is responsible for the payment of the railroad related expenses in accordance with the LPA railroad agreement prior to requesting reimbursement from IDOT. Requests for reimbursement should be sent to the appropriate IDOT District Bureau of Local Roads and Streets office. Engineer's Payment Estimates shall be in accordance with the Division of Cost on page one. (15) And certifies to the best of its knowledge and belief its officials: (a) are not presently debarred, suspended, proposed for debarment, declared ineligible or voluntarily excluded from covered transactions by any Federal department or agency; (b) have not within athree-year period preceding this Agreement been convicted of or had a civil judgment rendered against them for commission of fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing a public (Federal, State or local) transaction or contract under a public transaction; violation of Federal or State antitrust statutes or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements receiving stolen property; (c) are not presently indicted for or otherwise criminally or civilly charged by a governmental entity (Federal, State, local) with commission of any of the offenses enumerated in item (b) of this certification; and (d) have not within athree-year period preceding the Agreement had one or more public transactions (Federal, State, local) terminated for cause or default. (16) To include the certifications, listed in item 15 above, and all other certifications required by State statutes, in every contract, including procurement of materials and leases of equipment. (17) (State Contracts) That execution of this agreement constitutes the LPA's concurrence in the award of the construction contract to the responsible low bidder as determined by the STATE. (18) That for agreements exceeding $100,000 in federal funds, execution of this Agreement constitutes the LPA's certification that: (a) No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress or any employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any cooperative agreement, and the extension, continuation, renewal, amendment or modification of any Federal contract, grant, loan or cooperative agreement; (b) If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress or an employee of a Member of Congress, in connection with this Federal contract, grant, loan or cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, "Disclosure Form to Report Lobbying", in accordance with its instructions; (c) The LPA shall require that the language of this certification be included in the award documents for all subawards at all ties (including subcontracts, subgrants and contracts under grants, loans and cooperative agreements) and that all subrecipients shall certify and disclose accordingly. (19) To regulate parking and traffic in accordance with the approved project report. (20) To regulate encroachments on public right -of --way in accordance with current Illinois Compiled Statutes. (21) To regulate the discharge of sanitary sewage into any storm water drainage system constructed with this improvement in accordance with current Illinois Compiled Statutes. (22) To complete this phase of the project within three (3) years from the date this agreement is approved by the STATE if this portion of the project described in the Project Description does not exceed $1,000,000 (five years if the project costs exceed $1,000,000). (23) To comply with the federal Financial Integrity Review and Evaluation (FIRE) program, which requires States and subrecipients to justify continued federal funding on inactive projects. 23 CFR 630.106(a)(5) defines an inactive project as a project which no expenditures have been charged against Federal funds for the past twelve (12) months. To keep projects active, invoicing must occur a minimum of one time within any given twelve (12) month period. However, to ensure adequate processing time, the first invoice shall be submitted to the STATE within six (6) months of the federal authorization date. Subsequent invoices will be submitted in intervals not to exceed six (6) months. (24) The LPA will submit supporting documentation with each request for reimbursement from the STATE. Supporting documentation is defined as verification of payment, certified time sheets or summaries, vendor invoices, vendor receipts, cost plus fix fee invoice, progress report, and personnel and direct cost summaries.and other documentation supporting the requested reimbursement amount (Form BLRS 05621 should be used for consultant invoicing purposes). LPA invoice requests to the STATE will be submitted with sequential invoice numbers by project. Printed 4/25/2018 Page 3 of 5 BLR 05310 (Rev. 11/06/17) The LPA will submit to the STATE a complete and detailed final invoice with applicable supporting documentation of all incurred costs, less previous payments, no later than twelve (12) months from the date of completion of this phase of the improvement or from the date of the previous invoice, which ever occurs first. If a final invoice is not received within this time frame, the most recent invoice may be considered the final invoice and the obligation of the funds closed. (25) The LPA shall provide the final report to the appropriate STATE district within twelve months of the physical completion date of the project so that the report may be audited and approved for payment. If the deadline cannot be met, a written explanation must be provided to the district prior to the end of the twelve months documenting the reason and the new anticipated date of completion. If the extended deadline is not met, this process must be repeated until the project is closed. Failure to follow this process may result in the immediate close-out of the project and loss of further funding. (26) (Single Audit Requirements) That if the LPA expends $750,000 or more a year in federal financial assistance they shall have an audit made in accordance with 2 CFR 200. LPAs expending less than $750,000 a year shall be exempt from compliance. A copy of the audit report must be submitted to the STATE (Office of Finance and Administration, Audit Coordination Section, 2300 South Dirksen Parkway, Springfield, Illinois, 62764), within 30 days after the completion of the audit, but no later than one year after the end of the LPA's fiscal year. The CFDA number for all highway planning and construction activities is 20.205. Federal funds utilized for constructon activities on projects let and awarded by the STATE (denoted by an "X" in the State Contract field at the top of page 1) are not included in a LPA's calculation of federal funds expended by the LPA for Single Audit purposes. (27) That the LPA is required to register with the System for Award Management or SAM (formerly Central Contractor Registration (CCR)), which is a web -enabled government -wide application that collects, validates, stores, and disseminates business information about the federal government's trading partners in support of the contract award and the electronic payment processes. To register or renew, please use the following website: hftps://www.sam,gov/portal/public/SAM/#1. The LPA is also required to obtain a Dun &Bradstreet (D&B) D-U-N-S Number. This is a unique nine digit number required to identify subrecipients of federal funding. A D-U-WS number can be obtained at the following website: http://fedgov.dnb.com/webform. THE STATE AGREES: (1) To provide such guidance, assistance and supervision and to monitor and perform audits to the extent necessary to assure validity of the LPA's certification of compliance with Titles II and III requirements. (2) (State Contracts) To receive bids for the construction of the proposed improvement when the plans have been approved by the STATE (and FHWA, if required) and to award a contract for construction of the proposed improvement, after receipt of a satisfactory bid. (3) (Day Labor) To authorize the LPA to proceed with the construction of the improvement when Agreed Unit Prices are approved, and to reimburse the LPA for that portion of the cost payable from Federal and/or State funds based on the Agreed Unit Prices and Engineer's Payment Estimates in accordance with the Division of Cost on page one. (4) (Local Contracts) For agreements with Federal and/or State funds in engineering, right-of-way, utility work and/or construction work: (a) To reimburse the LPA for the Federal and/or State share on the basis of periodic billings, provided said billings contain sufficient cost information and show evidence of payment by the LPA; (b) To provide independent assurance sampling, to furnish off -site material inspection and testing at sources normally visited by STATE inspectors of steel, cement, aggregate, structural steel and other materials customarily tested by the STATE. IT IS MUTUALLY AGREED: (1) Construction of the project will utilize domestic steel as required by Section 106.01 of the current edition of the Standard Specifications for Road and Bridge Construction and federal Buy America provisions. (2) That this Agreement and the covenants contained herein shall become null and void in the event that the FHWA does not approve the proposed improvement for Federal -aid participation within one (1) year of the date of execution of this Agreement. (3) This Agreement shall be binding upon the parties, their successors and assigns. (4) For contracts awarded by the LPA, the LPA shall not discriminate on the basis of race, color, national origin or sex in the award and performance of any USDOT —assisted contract or in the administration of its DBE program or the requirements of 49 CFR part 26. The LPA shall take all necessary and reasonable steps under 49 CFR part 26 to ensure nondiscrimination in the award and administration of USDOT — assisted contracts. The LPA's DBE program, as required by 49 CFR part 26 and as approved by USDOT, is incorporated by reference in this Agreement. Upon notification to the recipient of its failure to carry out its approved program, the STATE may impose sanctions as provided for under part 26 and may, in appropriate cases, refer the matter for Printed 4/25/2018 0age 4 of 9 BLR 05310 (Rev. 11/06/17) enforcement under 18 U.S.C. 1001 and/or the Program Fraud Civil Remedies Act of 1986 (31 U.S.C. 3801 et seq.). In the absence of a USDOT —approved LPA DBE Program or on State awarded contracts, this Agreement shall be administered under the provisions of the STATE's USDOT approved Disadvantaged Business Enterprise Program. (5) In cases where the STATE is reimbursing the LPA, obligations of the STATE shall cease immediately without penalty or further payment being required if, in any fiscal year, the Illinois General Assembly or applicable Federal Funding source fails to appropriate or otherwise make available funds for the work contemplated herein. (6) All projects for the construction of fixed works which are financed in whole or in part with funds provided by this Agreement and/or amendment shall be subject to the Prevailing Wage Act (820 ILCS 130/0.01 et seq.) unless the provisions of that Act exempt its application. Additional information and/or stipulations are hereby attached and identified below as being a part of this Agreement. Number 1-Location Map Number 2 -LPA Appropriation Resolution (Insert Addendum numbers and titles as applicable) The LPA further agrees, as a condition of payment, that it accepts and will comply with the applicable provisions set forth in this Agreement and all Addenda indicated above. APPROVED Local Public Agency Wayne Jett Name of Official (Print or Type Name) Mayor Title (County Board Chairperson/Mayor/Village President/etc.) (Signature) Date The above signature certifies the agency's TIN number is 36-6005993 conducting business as a Governmental Entity. DUNS Number 023996275 Ie1�7tilU�it7 State of Illinois Department of Transportation Randall S. Blankenhorn, Secretary Date By: Aaron A. Weatherholt, Deputy Director of Highways Date Omer Osman, Director of Highways/Chief Engineer Date Phil Kaufmann, Acting Chief Counsel Date Jeff Heck, Chief Fiscal Officer (CFO) Date NOTE: If the LPA signature is by an APPOINTED official, a resolution authorizing said appointed official to execute this agreement is required. Printed 4/25/2018 Page 5 of 5 BLR 05310 (Rev. 11/06/17) aA� CONSENT AGENDA TO: Mayor and City Council FROM: John R. Birk, Chief of Police FOR: May 7, 2018 Regular City Council meeting RE: Northeastern Illinois Regional Crime Lab membership ATT: Copy of NIRCL Invoice 1091 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 Agenda Item Summary: Staff is seeking City Council's authorization to continue the service agreement with the Northeastern Illinois Regional Crime Laboratory and pay the annual fees in an amount not to exceed $38,985.00. Background: The Northeastern Illinois Regional Crime Laboratory (NIRCL) is amulti-jurisdictional laboratory available to member departments for crime scene and evidence processing. The McHenry Police Department has developed a professional relationship with this laboratory for the last (15) fifteen years that has greatly improved the effective and efficient analysis of evidence collected at crime scenes. Analysis: The Northeastern Illinois Regional Crime Laboratory is the vendor that we contract with to handle all of our evidence processing that is not done in house. They are linked to our computerized evidence inventory program (BEAST) that assists in tracking of evidence. They also have the ability to examine evidence, process it and return results much faster than all other regional labs, including the ISP. The NIRCL is equipped to handle all major investigations for its agency members. Their proven track record with this department, including major sexual assault and homicide cases, lead us to recommend continuing our partnership with them. Thousands of pieces of evidence are processed by the NIRCL on behalf of the McHenry Police annually. This year's annual membership amount is $35985.00. It should be noted that this price is the same as the previous year's fee. As in the past, the department is also requesting to pay the intergovernmental maintenance agreement of $3,000.00 which has remained the same since 2007. Both the annual membership assessment fee Cl"d the intergovernmental agreement fee were approved within the City's FY 18/19 budget, under Police Contractuals (Act. # 10.22.5110) Recommendation: If Council concurs, then it is recommended to approve the continued membership with NIRCL and authorize payment of the membership fee of $35,985.00, and the intergovernmental agreement of $3,000.00, for a total amount not to exceed $38,985.00. Northeastern IL Regional Crime Lab 1000 Butterfield Road Suite 1009 Vernon Hills, IL 60061 Voice: 847-362-0676 Fax: 847-362-0712 McHenry Police Department 333 South Green Street McHenry, IL 60050 4VOICE Invoice Number: 1091 Invoice Date: May 1, 2018 Page: 1 McHenry Police Department 333 South Green Street McHenry, IL 60050 1.00 FY 18/19 MEMBERSHIP ASSESSMENT 1.00 INTERGOVERNMENTAL BUTTERFI ELD MAINTENANCE AGREEMENT FOR FY 18/19 Check/Credit Memo No: Subtotal Sales Tax Total Invoice Amount Payment/Credit Applied 35, 985.00 3,000600 35, 985.00 3,000600 38,985.00 38,985.00 Department of Community & ^� Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Henry Fax: (815) 363-2173 www.ci.mchenry.il.us CONSENT AGENDA DATE: May 7, 2018 TO: Mayor and City Council FROM: Ross Polerecky, Community Development Director RE: Temporary Use Permit to allow a boat sales event at McHenry Savings Bank, 353 Bank Drive ATT: Temporary Use Permit Application, Temp Sign Application, site plan AGENDA ITEM SUMMARY The Community Development Department received a Temporary Use Application to hold a boat sales event in the parking lot of the McHenry Savings Bank located at 353 Bank Drive. BACKGROUND/ANALYSIS The Community Development Department was approached by McHenry Savings Bank staff requesting a Temporary Use Permit to hold a boat sales event in their parking lot. The event will be held Friday June 8th from 3pm until 7pm and Saturday June 9th from gam until 5pm. No more than 10 boats will be on site utilizing the far east employee parking lot of the bank. In addition to boat displays, there will be a tent in the middle of the employee lot and a small sales tent to the south portion of the employee lot. The remaining parking stalls to the south and southwest will be available for visitors of the event. Amplified music will be playing and food trucks will also be available to visitors of the sales event. McHenry Savings Bank will also be providing portable toilets. All food trucks are required to be registered with the McHenry County Department of Health, handicap parking stalls will remain available and unobstructed. In addition to the tents and boat display, McHenry Savings Bank is requesting one temporary banner to be displayed 30 Jays prior to the event, this will fall within the sign ordinance guidelines, during the event, Saturday and Sunday only, a request to post 4 additional banners no greater than 32 sq/ft each was received, these banners are for each of the four boat manufactures planning to be onsite and will be located on the Front Street side of the bank. �r .r v �► NC�NT OI TNC FOR NIVCP RECOMMENDATION Department of Community & Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us Therefore, if the City Council concurs it is recommended that a motion be made to grant a temporary use permit for a boat sales event located at McHenry Saving Bank 353 Bank Drive on Friday June 8th from 3pm to7pm and Sunday June 9th from 9am to 7pm, and, the posting of 4 additional banners during the sales event only. CITY OF MCHENRY jGtQ% MOBILE: L Cw A_ 0LJl E-MAIL; eyiDiA01 PeI3 �o l y1wSLA Jt tvl two p t- l TiCMPORARY USE PERMIT APPLICANT NAME: ADllItESS: FAx::; EVENT DATES)/HOURS: EVENT ADDRES GENERAL EVENT DESCRIPTION: EXISTING LANll OPEN TO PUBLIC: YES;NO ❑ (hivitation only) ATTENDANCE (Projeeled) �� RMIT N 0 a / 'Oj/`W 7 O1�1710E USE O4% ZONING :IN/ Community and Economic Development �dAY 1 201$ of McHenry FEE; DEPOSIT: COPIES: EXPIRATION DATE: COUNCIL ACTION: : NONE '� YES: El � Zfj DATE: PARKING: NO.OF VEHICLES: ��- 75SELF [] VALET RE- ❑ APPROVED ❑ DENIED [] MUSIC: NONE ❑ YES (Ifyes) ACOUST[C ❑ AMPLICIEDP (badrk One 1 NY/ CONDITIONS: YES [] NO: ❑ O��J TEMPORARY STRUCTURES: NO ❑ YES (if yes, indicate number, size and l)pe) A ADMISSION PEE \VILE EVENT BE ADVERTISED?: NO: ❑ � (]Eyes, indicate�tihera andlioti�) PYROTECI-INICS: N0: �1'ES: ❑ (If yes descrit�z) SUBI1�><TTA,L CHCCKLIS'J.' Canlpletecl temporary use permit application. (including property owner signature). p TTwo copies of site plan showing event layout, location of all structures (existing and/or temporary), property lines, abutting streets, ingress/egress. Ill Two copies of a packing plan including on site and/or remote parking/sliuttle. Completed sign if applicable. i HEREDY CERTIFY THA9' ALL INFORMAI'[ON CONTAINED HEREIN IS ACCURATE AND'1'RUEANU'L'l1A'l' I WILL A131DE 13YALL C1TY OF MCHENRY ORDINANCES AND CODES RELATING TO THE ISSUANCE OP THIS TEMPORARY USP. PERMIT. ,�j SIGNED:72> DATE: / r(OWNER ORAUTHORIZED GE T) SIGNED: (��� DATE: / ROPERTY OWNER) 'PHIS PERMIT 1S GRANTED AND ACCEPTED WITH THE EXPRESS UNDERSTANDING AND AGREEMENT THAT SAID TEMPORARY USE SHALL. CONFORM IN ALL RESPECTS WITH THE ORDINANCES OF THE CITY OF MCHENRY AS NOW 1N FORCE, DATE: COMMUNITY AND ECONOMIC DEVELOPMENT 333 S. GREEN STREETIiicHCiYI2Y ILLINOIS 60050 (815) 363.2170 "M 144 CllyolAlcl(enry Community and,�.�,,,, Economic Development PERMIT NO. / J �� x/o Community & Economic Development 333. S. Green Street, McHenry, IL 60050 E-mail: CED Oa dinchenry.il'us (815) 363-2170 P1tQPER'fY ADDRESS:_ 3C�?� ESTIIt4ATED COST OF CONSTRUCTION, Non -Residential Minor Permit Application h!tistinf;Usc; ® Conunercial ❑ LtdustlOfCice ❑ H!C ❑ Air Conditioning ❑ Accessory Bldg ❑ Driveway/Lot Pav ❑ Demolition ❑ Electric ❑ Fire Supp►•ession ❑ Lawn Irrigation Masonry ❑ Retaining Wall tove� ❑ Remodel/Alteration Sibus ® Freestanding D Wall ® Temporary to Over file Counter ❑ Fence ❑ Seal Coating/SUipe ❑ Re -roof ❑ Furnace ❑ Sidewalh/Stairs ❑ Water Healer ❑ Fire Alarm ❑ Siding ❑ Water/Sewer Repair ❑ Other: Owner•: c Address: E-mails KViolett C me hei�rus�t�i s - COM Contl•actol: Phone: S( 15) 3if 3000 E-hail: KVI orrrcr. Zoning Dist: Township/P i Flood ne Development MAY 1 2018 City of McHenry r�>•�rTrr i',1P1` ,tmsai�, Building: Plumbing: Bond: Misc.Deposit: City: _�;ick mg2 l State: Ity Zip: 6( 00"E�0 r V l t1^r;S, Electrical Conh•actor: Submit a coley of an elech�icnl license with this application. Plumbing Contractor: /A Phone: Submit the following; Letter of intent on plumbing contractors let terliend (with corporate seal, oi• notary sent) stating HIM they are doing this Job, copy of State plumbing license; copy of certifiente of State registration. Roofing Contractor: N ��` Plione: i\otel Subnttl a copy of n State of 111iuois rooting conirnclor license with (his application,Be Notes: • to ••Ise the Cila' \s•eh cite (u•w-ty ci utehenra•.il.u� and review the hnnrlp�s farad under Pcrntits. r\wilienlimts .0 Tnrms All information provided herein is True and correct and all ordinaries and codes of the City of rlicllenq'shall be complied tdlh, (hereby represent and agree that, in cmisidera- lion of this permit btingissued, only the Murk herein applied for will be douc and that the premises being worked on will only be used for the purposes set forth herein. I under• stmrd wtd hereby acknotdedga ft'S the prOlterly Ot\lter'S responsibility to ascertain ifthere art any oxistiugprivate cacnmus, condflions and/ar deed restriclions, \dtich may author regulate and/or prohibit \turf; for aitich this building pcmnit from the City has been obtained. I further acknowledge it's the property omier's responsibility to obtain inquired millen or other permission or follow any other private approval process from any such home, properly oturer's or other association, if applicable, prior to commencing wort: on my property even if a building pemtfl is issued by the City. I hereby indemnify the City, its oaicinis and employees from ony rind all liability for damages, Im\sufls, allontcys fees and injuries, inclrrrifng death sustained by aqo ne or damage to any property, including surveying errors and encrolclumill liability which aceruc rgafnsl the City, SIGNED: `� �G/cJ��� DATC: ,S0! FOaOFftCf:PSC Issued Nang: Date: Date: (Rev. 9/I5) L;aQ�Ca�t [tcnlo-�D� �ca� -ILO; ®� y�. 0 s 73 �paT ppVQTIS1cyC-� �' _ F Awl wl"I wow 0*9 mcHenn/ jP `- ,} Bill Hobson, Director of Parks and Recreation McHenry Recreation Center 3636 Municipal Drive McHenry, Illinois 60050 Phone: (815) 363-2160 Fax: (815) 363-3119 www.ci.mchenry.il.us/park recreation CONSENT AGENDA SUPPLEMENT DATE: May 7, 2018 TO: Mayor and City Council FROM: Bill Hobson, Director of Parks and Recreation RE: McHenry Parks & Recreation Facilities Alcohol & Special Use permit requests ATT: Permit List and Applications All fees and documentation have been satisfactorily submitted for the attached McHenry Parks & Recreation Facilities Alcohol & Special Use permit requests. If Council concurs, then it is recommended a motion is considered to approve the attached McHenry Parks & Recreation Facilities Alcohol & Special Use permit requests. The City of McHenry is dedicated to providing its citizens, businesses, and visitors ►v/th the highest quality of programs and services in a customer -oriented, efficient, and fiscally responsible manner. FOR COUNCIL MEETING ON MAY 7, 2018 Shelter Rental Alcohol Permits These are alcohol permit requests associated with shelter rentals Date Applicant Address Park 05/19/18 Aubrey Brown 3404 Broad Street VP 06/02/18 Dawn Bauman 4221 Parkway Avenue PP A Special Use Permits These are special use permit requests associated with shelter rentals Date Applicant 05/26/18 Salvatore DiRubbo 06/09/18 Sheila Sartin 07/23-29 Elmer Fritz 08/04/18 Robert Layton 09/15/18 Danielle Thiel/Werner Address 5104 Sandburg Drive 708 N. Green Street 1711 Meadow Lane P.O. Box 8454 420 E. Terra Cotta Ave Park PP Beach PP A/B PP Fields Whisp Oaks PP C Purpose Graduation Party Graduation Party Special Use R/C Club Flying Bounce House Food Truck Bicycle Rest Stop Company Picnic Recreation Center Room Rental Alcohol Permits These are alcohol permit requests associated with Recreation Center room rentals or programs. Date Applicant Address Rec Center Purpose None McHenry Parks & Recreation • • Shelter, Alcohol & Special Use Permit Application McHenry Palo 6 Reaeallon Urynenl am Application Date: Rentai Date:__Mc c c�_�A. . eQ VS Rental Time. - 5 Name of Applica Group/Organization (it applicable 1( 0 Home Phone: Personal Ei�nail: Event TitleJActivity: List all activities to be held: SHELTER: ❑Knox Shelter A �7 CityJState/Zip:. Cell Phone: v1 of Birth: ❑ Petersen ShelterA ❑Petersen Shelter C ❑ Knox Shelter B ❑Petersen Shelter B ❑Veterans Gazebo WEDDING: ❑ Rails removed at Veterans Memorial Park ($25 fee) BEERJWINE: (at least 4 weeks notice needed) nda ice: UU �;J�/eterahs Shelter ❑ Other Type of Alcohol to be Served: ❑None ,hdWineIlBeer NO OTHER ALCOHOLALLOWED Amount of Alcohol: Wine Bottles Beer Cases # Beer Kegs #� SPECIAL USE: (at least 4 weeks notice needed) -Equipment provided by renter ❑ Tent ❑Bounce House Lo Applicant to call JULIE (1-800-8gz-o�z3) for staking of Tents and Bounce Houses ❑ Tables # ❑ Chairs # ❑ Benches # ❑ Wedding Arch ❑ Performer ❑ Music: ❑ DJ ❑Band ❑Carnival Rides ❑Animals ❑ Catered Pig Roast ❑ Other OTHER: Group DAMAGE DEP: Credit -- Signat — Approval will be based on the items listed above. Any other requests are subject to further approval. If applicable, health permits are required by law for concessions and catering. Please make arrangements to obtain permits. McHenry County Department of Health: 815-334-4585 I agree all alcohol containers will be removed by applicant or placed in proper containers on site on the rental date and that no underage or intoxicated person will be allowed to consume any alcohol brought Into City of McHenry property under this permit. I agree that none of the alcohol allowed in City of McHenry property, pursuant to this application will be sold, it being understood that the sale of alcohol under this permit issued pursuant to this application is expressly prohibited. I also understand that not complying with the rules will result in loss of deposit. I agree to hold the City of McHenry, its employees and agents harmless, and indemnify same from any and all liability of injury to person or property occurring as a result of the activity sponsored by permittee and said person shall be liable to the City of McHenry for any and all damage to parks, recreation facilities and equipment owned by same, which results from or during the activity of permittee or is caused by participant in said activity. All persons agree to comply with the City of McHenry Municipal Code and all Parks & Recreation regulations. I have read and fully understand the McHenry Recreatipn Shelter Guidelines. L Signature: Date: �� �I Event Title JActivity:_ O I� a[�:L .A_Pl•I�i .) List all activities to be held: I McHenry Parks i& Recreation Shelter, Alcohol & Special Use Permit Application Application Date: IA L3 01 Y Rental Date:___ .� ✓ Q _ — C) t.� _ Rental Time: Name of Applicant; .�A triw/ n— Date of Births_' GroupJOrganization (if applicabl Address:. W22f 1pr t^/Aj. 1kv� _CityJStateJlip:—_J'�c.11c�1.n, �/ Lip c7uS�u Home Phone:____Cell Phone:-l+S'3YJ Y� Personal Email: t�G,wn_( ����� �� �� J A Attendance:_c,� S SHELTER: ❑Knox Shel 1 Petersen Shelter A ❑Petersen Shelter C ❑Veterans Shelter ❑ Knox Shelter a ❑Petersen Shelter B ❑Veterans Gazebo ❑Other_. WEDDING: ❑ Rails removed at Veterans Memorial Park ($25 fee) BEERJWINE: (at least 4 weeks notice needed) Type of Alcohol to be Served: ❑ None ❑ Wine>4 Beer NO OTHER ALCOHOL ALLOWED Amount of Alcohol: Wine Bottles # _Beer Cases # Beer Kegs # SPECIAL USE: (at least 4 weeks notice needed) -Equipment provided by renter ❑ Tent ❑Bounce House Loca Applicant to call JULIE (1-800-892-ofz3) for staking of Tents and Bounce Houses ❑ Tables # ❑ Chairs # ❑ Benches # ❑ Wedding Arch ❑ Performer ❑ Catered Pig Roast ❑ Other OTHER: G _ DAMAGE DEP: C S ❑Music: ❑ DJ ❑Band ❑Carnival Rides ❑Animals Approval wL� �r unncu �n a ie nenu nxeu auuve. nny uu uer reyuesrs are suuleu w runner approval, ur appucaoie, nemtn pemrns are required by lawfor concessions and catering. Please make arrangements to obtain permits. McHenry County Department of Health: 815-334-4585 I agree all alcohol containers will be removed 6y applicant or placed in proper containers on site on the rental date and that no underage or intoxicated person will be allowed to consume any alcohol brought into City of McHenry property under this permit. I agree that none of the alcohol allowed in City of McHenry property, pursuant to this application will be sold, It being understood that the sale of alcohol underthis permit Issued pursuant to tills application is expressly prohibited. I also understand that not complying with the rules will result in loss of deposit. I agree to hold the City of McHenry, Its employees and agents harmless, and indemnify same from any and all liability of injury to person or property occurring as a result of the activity sponsored by permittee and said person shall be liable to the City of McHenry for any and all damage to parks, recreation facilities and equipment owned by same, which results from or during the activity of pennittee or is caused by participant in said activity. All persons agree to comply with the City of McHenry Municipal Code and all Parks & Recreation regulations. I have read and fully understand the McHenry Recreation Shelter Guidelines. - -— -- - -_f 23 d Signature:Date: __ _ McHenry Parks & Recreation Shelter, Alcohol & Special Use Permit Application McHenry narks A RtRralkn pf,gnm Al 7?3rV �,�/ �/ {/ Application Date: s Rental Date: /, � ) 0 / d _ Rental Time: Name of Applicant: S/A L (.iP % oK (_' 0 cn Date of Birth: Group/Organization (if applicable): (Ia 1 LJ Address: / 0y '��-- %h'c -Rl 1�R City/State/Zip: /%?(-/ /f )/2Y l`2 6 UC)S Home Phone:_- Cell Phone. YZ ci/ % •� f' Personal Email:�(/tA RiL Al oo Event Title/Activity: t//C 111411)61, A1R C'✓Lft j= r Ez y ii✓G Attendance: c) List ail activities to be held: c X i tiG cj GAUd 6 i� Ai r1 c .rz A �= T /= ,2 lo4 i LA/c 5 SHELTER: ❑Knox Shelter A ❑Petersen Shelter A ❑Petersen Shelter C ❑ Knox Shelter B ❑Petersen Shelter B ❑Veterans Gazebo WEDDING: ❑ Rails removed at Veterans Memorial Park ($25 fee) ❑ Veterans Shelter �vOther !�(`/a C N BEER/WINE: (at least 4 weeks notice needed) - Type of Alcohol to be Served: P,koce g-Wine ❑ Beer NO OTHER ALCOHOL ALLOWED Amount of Alcohol: Wind Bottle Beer Cases # Beer Kegs #_ SPECIAL USE: (at least 4 weeks notice needed) - Equipment provided by renter ❑Tent ❑Bounce House Location: 1 f -13 Applicant to call JULIE (1-800-892-01123) for staking of Tents and Bounce Houses ❑ Tables # ❑ Chairs # ❑ Benches # ❑ Wedding Arch ❑ Performer ❑ Music: ❑ DJ ❑ Band ❑ Carnival Rides ❑ Animals ❑ Catered Pig Roast ,Other ,;�^ r �v�n Ain t? S �� 1-! avv� t1 J..,�-K(� i/1 .% e r P +tit OTHER: Groups over 500 must obtain additional: ❑ dumpsters ❑ portable toilets DAMAGE DEP: Credit Card Number: Expiration: _ CW: Signatu Approval will be based on the items listed above. Any other requests are subject to further approval. If applicable, health permits are required bylaw for concessions and catering. Please make arrangements to obtain permits. McHenry County Department of Health: 8t5-334.4585 I agree all alcohol containers will be removed by applicant or placed in proper containers on site on the rental date and that no underage or intoxicated person will be allowed to consume any alcohol brought Into City of McHenry property under this permit. I agree that none of the alcohol allowed in City of McHenry property, pursuant to this application will be sold, it being understood that the sale of alcohol under this permit issued pursuant to this application is expressly prohibited. I also understand that not complying with the rules will result In loss of deposit. I agree to hold the City of McHenry, its employees and agents harmless, and indemnify same from any and all liability of injury to person or property occurring as a result of the activity sponsored by permittee and said person shall be liable to the City of McHenry for any and all damage to parks, recreation facilities and equipment owned by same, which results from or during the activity of permittee or is caused by participant in said activity. All persons agree to comply with the City of McHenry Municipal Code and all Parks & Recreation regulations. I have read and fully understand the McHenry Recreation S elter Guidelines. Signature: Date: S McHenry Parks S haeaffon Dryartmenl 7� Rental Date:. McHenry Parks & Recreation Shelter, Alcohol & Special Use Permit Application � I A Z[:' Application Date: y' ntalTime: A- Eji&A�ti'��' Name of Applicant:,( .ram f cal .��I�(�[,�_ Date of Birth: `� Group/Organization (if applicable): Address:__-. 47 2 i l.�sT 1� iCity/State/Zip:. Home Phone: I 3 g .S - 3 Cell Phone:_ ' ca c_ Event Title/Activity:_ Q�Cu tLam( 1- f�J I%/�Jb 1 t'� C_'-,cam 1 C Attendance: List all activities to be held: U=-Nrl tiles (�c�5� t� r - �i[�t1 r�� s j -�r�r� SHELTER: ❑Knox Shelter A ❑ Knox Shelter B 1jA Petersen Shelter A i Petersen Shelter B ❑ Petersen Shelter C ❑ Veterans Gazebo WEDDING: ❑Rails removed at Veterans Memorial Park 1$z5 fee) BEER/WINE: (at least 4 weeks notice needed) Type of Alcohol to be Served: 'None ❑Wine ❑Beer Amount of Alcohol: Wine Bottles # ❑ Veterahs Shelter ❑ Other NO OTHER ALCOHOL ALLOWED Beer Cases # Beer Kegs # SPECIAL USE: (at least 4 weeks notice needed) -Equipment provided by renter ❑ Tent Bounce House Location: Vcex, � Y-3 Applicant to call JULIE (1-800-892-0123) for staking of Tents and Bounce Houses ❑ Tables # ❑ Chairs # ❑ Benches # ❑ Wedding Arch ❑ Performer ❑Music: ❑ DJ ❑Band ❑Carnival Rides ❑Animals ❑ Catered Pig Roast ❑ Other OTHER: Group: DAMAGE DEP: Credit — Signat — Approval will be based on the items listed above. Any other requests are subject to further approval. If applicable, health permits are required by law for concessions and catering. Please make arrangements to obtain permits. McHenry County Department of Health: 8t5-334-4585 I agree all alcohol containers will be removed by applicant or placed in proper containers on site on the rental date and that no underage or intoxicated person will be allowed to consume any alcohol brought into City of McHenry property under this permit. I agree that none of the alcohol allowed in City of McHenry property, pursuant to this application will be sold, it being understood that the sale of alcohol under this permit Issued pursuant to this application is expressly prohibited. I also understand that not complying with the rules will result In loss of deposit. I agree to hold the City of McHenry, its employees and agents harmless, and indemnify same from any and all liability of injury to person or property occurring as a result of the activity sponsored by permittee and said person shall be liable to the City of McHenry for any and all damage to parks, recreation facilities and equipment owned by same, which results from or during the activity of permittee or is caused by participant In said activity. All persons agree to comply with the City of McHenry Municipal Code and all Parks & Recreation regulations. I have read and fully understand the McHenry Recreation Shelter Guidelines. Sf nature: U11be'da.'I �/i�L��"UG Date: \40-1en1.y MCHENRY PARK FACILITIES SPECIAL USE AND/OR BEER/WINE APPLICATION Contact Person: f� �Lo 114 L. rZ E V r'T Date of Picnic: l5 Coin pany/Organizattii on: /�, W CAI-T r=,e 1 Nti Address:/2/1 City/State/Zip:.A. /7 tf,7 vii r2 `l Home Phone: `6 PS �FS l `f— — ) 76 p Worlc/Cel I Phone:_ Sf4l-rs Park: ❑Knox Park (A only) Petersen Park Area: ❑ Shelter A ❑ Shelter B Arrival Timc: Departure Time: ' ❑ Veterans Memorial Park ❑ Riverwalk Bridge ❑ Shelter C ❑ Other: Total Number Attending: FrrlsiJj�lrrg nttendarrce nrrrnbers rv!ll result Irr loss of deposit. Groups over 500 mast obtain additional• ❑ dumpsters ❑ portable toilets Water, electricity and resU•ooms are available at all sites. Please explain additional needs from the Parks Dept:_ i<nox Parlc A has a portable restroom. Brief description of event (company picnic, car show, wait show, wedding, etc.): 1— �� 'n �%tc w � a � List all activities to be held: Items brought into park site: ❑Tables ❑Chairs ❑Benches ❑Carnival Rides ❑Music ❑Animals ❑Catered Pig Roast 7kOther I, a o L V% c( U ❑ Pent: Location 1n Park: Size:_ Tent Staked: ❑yes ❑ no ELECTRICAL FOR TENTS ❑ APPLICANT TO CALL JULIE (1-800492-0123) TO BE LOCATED ❑ NO ELECTRIC: Shamrock kir*fr,F 4rxa4+4rxxir:4,r1:4t9:,1•r:,4�r,kx,'r fY ,Y ir,Y k,': is ,F ,4 a4 is ,k r. ,e F,4a':,k,k9:isk*•kie,'r9r:F,;t.,k';9:9:,ki:+'ri:xi:isA•,Y9r,'r9:xx9:,4,4:'r,4i:,c,F:'sr.ir,'r,4,4,Fka':�: :i: x9:�9: r. ,k d: xir a: �: 4: 9: 9: r. Will beerhvine be present: ❑YesNo IF YOU CHLCICED YILS, YL)JAS.0 ANSWER QUCSTIONS BIJLOW: Indicate the number of bee'/wine permits denied . Indicate amount of beer/wine to be brought into the City Park under this permit on above date (number of wine bottles, beer cases, beer kegs, etc.) I agree that all the beer/wine containers will be removed by applicant or placed in proper containers on site on the permit date and that no underage or intoxicated person will be allowed to consume any of the beer/wine brought into the City of McHenry park under this permit. I agree that none of the beer/wine allowed in the City of McHenry park, pursuant to this application will be sold, it being understood that the sale of beer/wine under this permit issued pursuant to this application is expressly prohibited. I have read and will comply with the City of McHenry Park Permit rules. I have read and understand the rules and regulations that have been set forth by the City of McHenry regarding the Special Use and/or Beer/Wine Application(s) and wil� me responsibility for any loss, damage or liability arising fi•om the use of the earl 9pe • y. I also and rstand at t mplyi > with the Park Permit rules will result in to of deposit. Signature: a Date: Health permits are required by law for concession • pit catering. Please make arrangements to obtain permits. NOTE: Approval will be based on the items listed above. Any other requests are subject to further approval. Restrictions: t,v���,•:a,:,.+:,•:*ar:��,t,,:vKx*��**�:�>•:,tn*�:*:r*,t*,t*,r*i:rOR orl'ICT: USE. ONI.Y+:*��>t{:**�,•:��,r,r�,r,�,•:��,t��*,ra:��:*,r*;.a,r�,+�:H���*,•.�aa�,.a�r.ax Reservation Fee: $ lleposit Fcc: ADTotal Fee: $ Coil tirutation Sent: Initials: _ Dale Paid: Initials:_ PaymcnL• ❑ Caslt ❑Check ❑Charge Submitted to City:Council: City Council Approval: _ parlalfonnslpicnic fbmis\special use and beer and or wine application McHenry Parks &Recreation • Shelter, Alcohol & Special Use Permit Application AcHl1'Jri.a FYirnr..n lNw nntrl.. Application Date: I : 0 V g fM Rental Date:, 50ni Z Rental Time Name of Applicant: RV eri S La h Date of Birth:—'- �5 t cl �Il�nu:s Group/Qrganization (if applicable):` y Address: {� 0 Lx g y `` City/State/Zip: �'� 60660 Home Phone 31Z-i�IZ-SSI`1 Cell Phone: SgN`E' PersonalEmail:_b`C`I�tP I�.nOcs���c•�CIP•1�,ro�S �'^' Vice do l;y.Q LaKt Attendance*���� IUC �inB�A�lp} tl.t I Event Title/Activity:.&At ., List all activities to be held:_ f—AS'l S------r ref Cln�r�y CyCI.n1) ibPN} SHELTER: ❑Knox Shelter A ❑Petersen Shelter A ❑Petersen Shelter C ❑Veterans Shelter wh;5 pr (?�kS ❑ Knox Shelter B ❑ Petersen Shelter B ❑Veterans Gazebo J(Other S WEDDING: ❑ Rails removed at Veterans Memorial Park ($25 fee) BEER/WINE: (at least 4 weeks notice needed) Type of Alcohol to be Served: XNone ❑ Wine ❑ Beer NO OTHER ALCOHOL ALLOWED Amount of Alcohol: Wine Bottles # Beer Cases # Beer Kegs # SPECIAL USE: (at least 4 weeks notice needed) —Equipment provided by renter P0 h e. ❑ Tent ❑Bounce House Applicant to call JULIE (1-800-89z-oiz3) for staking of Tents and Bounce Houses ❑ Tables # ❑ ❑ Chairs # ❑ Benches # ❑ Carnival Rides o Weddin ❑ Animals Approval will be based on the items listed above. Any other requests are subject to further approval, If applicable, health permits are required by law for concessions and catering. Please make arrangements to obtain permits. McHenry County Department of Health: 8t5-334-4585 I agree all alcohol containers will be removed by applicant or placed in proper containers on site on the rental date and that no underage or intoxicated person will be allowed to consume any alcohol brought into City of McHenry property under this permit. I agree that none of the alcohol allowed in City of McHenry property, pursuant to this application will be sold, it being understood that the sale of alcohol under this permit issued pursuant to this application is expressly prohibited. I also understand that not complying with the rules will result in loss of deposit. I agree to hold the City of McHenry, its employees and agents harmiess, and Indemnify same from any and all liability of Injury to person or property occurring as a result of the activity sponsored by permittee and said person shall be liable to the City of McHenry for any and all damage to parks, recreation facilities and equipment owned by same, which results from or during the activity of permittee or is caused by participant in said activity. All persons agree to comply with the City of McHenry Municipal Code and all Parks & Recreation regulations. I have read and fully understand the McHenry Recreation Shelter Guidelines. Signa nICYCLE ILLINOIS Illinois' Cross -State Bicycle Tours PAGE 1 OF 2 Apri120, 2018 Cindy Witt, CPRP Recreation Supervisor McHenry Parks & Recreation 3636 Municipal Drive McHenry, IL 60050 (815)363-2166 Cwltt C@cl.lucllenty.il.us Dear Cindy: My name is Rob Layton and I am the director of "Bike to the Lake", a one day charity bike tour from Glen Ellyn, IL to The Abbey Resort in Lake Geneva, WI. Per your request, I am writing to request the use of Whispering Oaks Park as an official rest stop for the ride again on Saturday, August 411, from about 9:00 am to 1:30 pm. The park is situated directly off the Fox River Trail a perfect distance between our previous stopping location in Elgin and our ending location at The Abbey Resort in Lake Geneva, and the break there will be greatly appreciated by all our riders. A list of some of the services we are looking to provide and why we are specifically interested in using Whispering Oaks Park is included on the next page. Other than the amenities listed in this letter, all of which are already provided at or very near the park, we do not expect to need any other special services, equipment or considerations. For plamling purposes I am estimating the number of riders to be about 100, although I will have a better idea of the exact number of participants as plans progress. It is important to note that not every participant will be at the park at the same time because different cyclists have different riding paces and will arrive and depart the park at different times, particularly as they get spread out across the route later in the day. If you have any questions or need further clarification about any aspect of the event at any time, please do not hesitate to contact me — I will be happy to assist you in any way that I can. Once again Cindy thanks for your support of the Bike to the Lake event. I look forward to working with you and any suggestions you may have in order to provide a safe and successful event both this year and for many years to come. With your cooperation, I know the event will continue to be a huge success. Thanks again! Sincerely, Robert S. Layton Ride Director P.O. Box 8454 CHICAGO, lL 6bG80 PHONE: (877) TOUR -ILL BICYCLEILLINOIS@BICYCLEILLINOIS.COM WWW.BICYCLEILL.INOIS.COM �M,66 1 1 BICYCLE ILLINOIS PAGE ?_ OF 2 Amenities Needed At the shelter we will prepare and serve cycling related beverages and snacks such as ice water and sports drinks and snacks such as fi•esh fruit, granola bars, animal crackers, graham crackers, bagels, and energy bars. There will not be any cooking or open flames of any kind. All of our equipment is portable and will be removed when we depart the park. We will not need any extra equipment such as Aorta -potties or tents) beyond those already provided at the shelter and the only trash we will generate will be from such items as food wrappers and paper towels which we will disposed of in the available trash cans. We don't anticipate any other potential type of impact on the park and will also police the area around the shelter before we leave to make sure it is clean and orderly and in "as good or better than" original condition than when we arrived. We will need the following amenities while at the park. Other than these amenities, all of which are already provided at or near the shelter, we do not expect to need any other special services, equipment, or considerations. Rrnvtirtg f•Yuter• We will need to periodically fill up our 5 gallon water coolers with water. We expect that the existing spigot inside the restrooms to be fiilly adequate so we will need them unlocked and/or turned on. We will have our own water keys and hoses and will not need any fi•om you. Shelter; Pic»ic Tables, and Ti•ash We will need roughly 4 or 5 picnic tables at the shelter to set up our beverages and snacks on and for our participants to rest at. Likewise, we will need trash cans to discard food wrappers and other trash in. We expect there to be an ample number of picnic tables and trash cans already at the shelter and we do not anticipate needing any extra ones brought in. Rest�•ooms We will plan on using the existing restroom facilities at the park, so we will need loth the men's and women's restrooms open the entire time we are at the park and stocked with such items as toilet paper, hand soap, paper towels, etc. We will periodically inspect the restroom facilities to ensure their cleanliness, proper function and an adequate supply of toilet paper. We will also maintain a contingency stock of toilet paper, hand soap, and paper towels as well. Times Unforhutately it's impossible to say the exact times we will be at the park since the earliest and latest times depend on the pace of our fastest and slowest cyclists. At this time, my best guess is that we will be using the park from approximately 9:00 am to 1:30 pill but this is highly dependent on such external factors as weather conditions, problems encountered on the road, traffic, road construction, etc, if you need to know the exact times we will be using the park, the best thing to do is to simply call me on my cell phone at (312) 342-5514 the day of the event and I'll be able to give you a much better idea of the actual times we expect to be there based on how the ride is progressing that day. P.O. Box 8454 CtIlcnGo, IL 60680 P►IONE: (877) TOUR -ILL I3ICYGLEILLINOIS@E3ICYCLL'ILLINOIS,COM WWW.UICYCLEILLINOIS.COM Rental Date: I I (!�1( I i� Name of Applicant: , 'C Group/Organization (if applicab Adch•ess• I / � I. l �II Home Phone: [[}} Personal Email: N� Menry Parks & Recreation Shelter, Alcohol & Special Use Permit Application Application Date: 11 II'' 16 Rental Time: 1 C. I Date of Birth: w t. i� n�� V C,L l City/State/Zip: Cell Phone: Event Title/Activity: �, l.' � . Y t 1 l � Att List all activities to be held: cj� 4C I I �- I I 1 I (It I M U �l �)0 (11 It, i Ifl° LC5 SHELTER: ❑ Knox Shelter A ❑ Petersen Shelter A Petersen Shelter C ❑ Knox Shelter B ❑ Petersen Shelter B ❑ Veterans Gazebo WEDDING: ❑ Rails removed at Veterans Memorial Park ($25 fee) �11� BEER/WINE: (at least 4 weelcs notice needed) ❑ Veterans Shelter a Other, Type of Alcohol to be Served: ,� None ❑Wine o Beer NO OTHER ALCOHOL ALLOWED Amount of Alcohol: Wine Bottles # Beer Cases yf Beer Kegs #_ SPECIAL USE: (at least 4 weelcs notice needed) —Equipment provided by renter ,b Tent q Bounce House Loca Applicant to call JULIE (1-800-II92-oiz3) for staking of Tents and Bounce Houses 4 Tables yl Chairs # ❑ Benches # ❑ Wedding Arch ❑ Performer )A Music: o DJ ❑ Band ❑ Carnival Rides ❑ Animals ❑ Catered Pig Roast ❑ Other OTHER: Groups over Soo must obtain additional: ®'dumpsters »portable toilets DAMAGE DEP: Credit Card Number: i" (JrLL Expiration: CW; Sig Approval will be based on the Items listed above. Any other requests are subject to iur[her approval. If applicable, health permits are required bylaw for concessions and catering. Please make arrangements to obtain permits. McHenry County Department of Health: 815934-4585 I agree all alcohol containers will be removed by applicant or placed in proper containers on site on the rental date and that no underage or intoxicated person will be allowed to consume any alcohol brought Into City of McHenry property under this permit. I agree that none of the alcohol allowed in City of McHenry property, pursuant to this application will be sold, it being understood that the sale of alcohol under this permit Issued pursuant to this application is expressly prohibited. I also understand that not complying with the rules will result in loss of deposit. I agree to hold the City of McHenry, its employees and agents harmless, and indemnify same from any and all liability of Injury to person or property occurring as a result of the activity sponsored by permittee and said person shall be liable to the City of McHenry for any and all damage to parks, recreation facilities and equipment owned by same, which results from or during the activity of permlttee or Is caused by participant In said activity. All persons agree to comply with the City of McHenry Municipal Code and all Parks & Recreation regulations. I have read and fully understand the McHenry Recreation ShelterGuidelines. Signature: ' ' Date: 1��I ��J Annual Meeting of the City Council April 30, 2018 Call to Order Mayor Jett called the annual meeting scheduled April 30, 2018 of the McHenry City Council to order at 7:00 p.m. in the McHenry City Council Chambers, 333 S. Green Street, McHenry, IL. Mayor Jett noted that prior to discussing the agenda items under consideration he wished to pull item S.A. with respect to the Modern Day Romeos Fan Fest. This matter may be considered at a later date. Roll Call Councilmembers present: Condon, Devine, Mihevc, Curry, Schaefer, Glab, Santi and Mayor Jett. Also in attendance: City Administrator Morefield, Director of Park and Recreation Hobson, Director of Economic Development Martin, Chief of Police Birk, Director of Public Works Schmitt, Director of Community Development Polerecky, Director of Finance Lynch, City Attorney David McArdle, ZRFM, and Deputy Clerk Meadows. Pledee of Allegiance Mayor Jett proceeded to lead those present in the Pledge of Allegiance. Public Comment Mayor Jett reported that Staff had unintentionally omitted Public Comment from the agenda. At this time he would entertain any questions or comments from those in attendance. The audience offered no comments. ConsentAeenda A. Renew Sublease Agreement between City of McHenry and Trey & Tom Corp. d/b/a Main Street Station for the property located at 4005 W. Main Street for the term ending October 31, 2020 for $1,044 per month; B. Ordinance authorizing the Mayor's execution of a Real Estate Sales Agreement for the purchase of Home Avenue properties commonly known as 4505 and 4509 Home Avenue identified as permanent index numbers 09-27=404=005 and 09=27- 404=006 for a total purchase price of $35,200.00. C. Resolution authorizing the Mayor's execution of an Intergovernmental Agreement between the City of McHenry and Illinois Office of the Comptroller to allow access to the Comptroller's Local Debt Recovery Programs D. McHenry High School Request for Traffic Control to accommodate the 2018 High School Graduation Ceremony on May 22"d from 5:00 p.m. to approximately 8:30 p.m. E. Appointment of Nicholas Bennett to the Landmark Commission to fill the vacant term expiring April 30, 2020. F. April 11, 2018 Committee of the Whole meeting minutes. G. Issuance of Checks in the amount of $1,130,897.96 and H. Payment of Bills in the amount of $156,703,14. At Mayor Jetts request, consent agenda item 5.D. was removed from the consent agenda for separate consideration. He asked if the Councilmembers had any questions or comments on consent agenda items A, B, C, E, F, G, and H. The Councilmembers offered no comments. A Motion was made by Alderwoman Condon and seconded by Alderman Schaefer to approve the consent agenda itemsA. B, C, E, F, G and H as presented. Roll call: Vote: 7-ayes: Councilmembers: Condon, Schaefer, Curry, Devine, Mihevc, Santi and Glab. 0-nays, 0-abstained. Motion carried. Consent Agenda Item-5.D McHenry High School Request for Traffic Control to accommodate the 2018 High School Graduation Ceremony on May 22"d from 5:00 p.m. to approximately 8:30 p.m. Mayor Jett called on Director Hobson to explain why this item was pulled from the consent agenda. Director Hobson reported that this request is not for Police services. The request is only for the closure of Kane Avenue between Green Street and Center Street. The street closure would include the use of City barricades and allow for on street handicap parking. There being no further discussion on the motion. A Motion was made by Alderman Devine and seconded by Alderman Santi to approve consent agenda item S.D. as presented. Roll call: Vote: 7-ayes: Councilmembers: Devine, Santi, Condon, Curry, Glab, Mihevc, and Schaefer. 0-nays, 0-abstained. Motion carried. Individual Action Items Agenda Agenda Item S.B. Motion to approve the temporary closure of Green Street during Green Street Cruise Night events on June 11th, July 9th, August 13th, September loth, and October 15th from 5:00 p.m. to 8:00 p.m. Alderwoman Condon commented on the Green Street Cruise Night events. She noted that the majority of the time she is unable to attend the event due to the fact that the events are held on the same night as the Council meetings. However, on the rare occasion she has been able to attend she noticed the event was well attended. In addition, in her opinion the event promotes an increase in foot traffic and benefits the local economy. Alderman Santi also commented on the Green Street Cruise Night events. He noted that motorist and pedestrian still can gain access via Waukegan Street or cross the River walk. Alderman Glab expressed concerns with the monthly closure of Green Street during the proposed timeframe. He reported that Green Street is a main arterial roadway and many motorist are traveling through town during that time. Mayor Jett reported that he had personally spoken with 80-90% of the businesses effected by the closure and they were in support of the event. Mayor Jett asked if anyone in the audience had any questions or comments with respect to this agenda item. Those in attendance offered no questions or comments. Mayor Jett asked the Councilmembers if they had any additional questions or comments. The Councilmembers offered no additional comments. There being no further discussion on the motion, a Motion was made by Alderwoman Condon and seconded by Alderman Santi to approve the temporary closure of Green Street during Green Street Cruise Night events on June 11th, July 9th, August 13th, September loth, and October 15th from 5:00 p.m. to 8:00 p.m. Roll call: Vote: 7-ayes: Councilmembers: Condon, Santi, Curry, Devine, Glab, Mihevc and Schaefer. 0-nays, 0-abstained. Motion carried. Motion to adopt the Fiscal Year 2018/2019 Operating Budget Agenda Item S.C. Alderwoman Condon reported that she is comfortable with the budget under consideration. However, in the future Alderwoman Condon supports the allocation of funds dedicated to tourism including marketing and social media campaigns. Alderwoman Condon commented on the recent McHenry Shamrocks event. She noted that all though the event was planned quickly Staff through the use of social media campaigns was able to inform the public of the day's festivities. Alderman Glab noted that he would like to see more funds allocated to street improvements. Alderman Curry commended Staff on the new budget format and the additional narrative. These improvements in his opinion adds transparency and provides the public with clarification on how their tax dollars are spent. Mayor Jett asked if anyone in the audience had any questions or comments with respect to this agenda item. Those in attendance offered no comments. Mayor Jett asked if the Councilmembers had any more questions or comments regarding the FY-19 Operating Budget. The Councilmembers offered no additional comments. A Motion was made by Alderman Mihevc and seconded by Alderman Schaefer to adopt the Fiscal Year 2018/2019 Operating Budget. Roll call: Vote: 7-ayes: Councilmembers: Mihevc, Schaefer, Condon, Curry, Devine, Glab and Santi. 0-nays, 0-abstained. Motion carried. Motion to approve the FY 2018/2019 Annual Appointments of Municipal Officers, Board and Commission Members, and Standing Committees of the Council Agenda Item S.D. Alderman Schaefer noted that Staff unintentionally omitted a Landmark Commissioner. Staff will amend the appointment list to reflect the name and term of the omitted Landmark Commissioner. Alderman Santi acknowledged and thanked two newly appointed Commissioners Art Gurda and Jeff Grubich. Mayor Jett asked if anyone in the audience had any questions or comments on this agenda item. Those in attendance offered no comments. Mayor Jett asked the Councilmembers if they had any additional questions or comments with respect to this agenda item. The Councilmembers offered no additional comments. A Motion was made by Alderwoman Condon and seconded by Alderman Mihevc to approve the FY-2018/2019 Annual Appointments of Municipal Officers, Board and Commission Members, and Standing Committees of the Council. Roll call: Vote: & ayes: Councilmembers: Condon, Mihevc, Devine, Santi, Schaefer and Curry. 1-nay: Glab 0- abstained. Motion carried. A Motion to adopt an Ordinance authorizing the Mayor's Execution of the City Administrator's employment agreement for a three year term to expire on April 30, 2021 Agenda Item 5.E. Mayor Jett asked the Councilmembers if they had any questions or comments on the Ordinance under consideration. The Councilmembers offered no comments. Mayor Jett asked those in attendance if they had any questions or comments regarding this agenda item. Those in attendance offered no comments. MayorJett thanked Administrator Morehead for his assistance over the last year. There being no further discussion on the motion, a Motion was made by Alderwoman Condon and seconded by Alderman Schaefer to adopt an Ordinance authorizing the Mayor's Execution of the City Administrator's employment agreement for a three year term to expire on April 30, 2021. Roll call: Vote: 7-ayes: Councilmembers: Condon, Schaefer, Curry, Devine, Glab, Mihevc, Santi and Schaefer. 0-nays, 0-abstained. Motion carried. Staff Reports Director Martin reported that Small Business Week runs April 29t"-May 5tn Director Hobson reported that the recreation center will be hosting Play Day on Saturday, May 5t" from 11:00 a.m. - 3:00 p.m. The event will include a variety of activities for all ages. Mayor and City Council Comments Mayor Jett welcomed all the new Committee and Commission Members. He commented on the fact that he may be recommending an additional Committee in the next 30 days. Executive Session Mayor Jett reported at this time he would entertain a motion to enter into Executive Session to discuss probable litigation as permitted by 5 ILCS 120/2 (c)(11) with business to follow. A Motion was made by Alderman Sant[ and seconded by Alderman Schaefer to enter into executive session at 7:20 p.m. Roll call: Vote: 7-ayes: Councilmembers: Santi, Schaefer, Condon, Curry, Devine, Glab and Mihevc. 0-nays, 0-abstained. Motion carried. Reconvene Councilmembers along with Staff returned to the public meeting at 9:04 p.m. Roll call Councilmembers present: Condon, Curry, Devine, Glab, Mihevc, Santi, Schaefer and Mayor Jett. Others present: Attorney McArdle, Administrator Morefield, Director Polerecky, Director Hobson, Director Martin and Deputy Clerk Meadows, Individual Action Item Agenda Continued Motion to approve an Ordinance authorizing the Mayor to execute a Standstill aka Tolling Agreement between Meyer Material Company and the City of McHenry to extend operations at the site until August 6, 2018 Agenda Item 9.A. Attorney McArdle apologized to all those in attendance who waited in the lobby while the Councilmembers were in closed session. He reported that the majority of the Meyer Material agreement discussions will be held in open session. Mayor Jett asked if anyone in attendance wished to address the Councilmembers at this time. Ms. Vickie Sheppard approached the podium. Ms. Sheppard reported that she had served as a Plan Commissioner in 1987-1998. Ms. Shepard commented on the fact that she was unware of the Meyer Material issue and she did not receive notice. Ms. Shepard reported that if she would have been made aware of the situation she would have been happy to share historical information with the Councilmembers and Staff. Ms. Shepard continued to discuss the Meyer Material issue. Ms. Shepard reported that her property is in close proximity ofthe gravel pit and was well aware of that fact when she purchased the home. Ms. Sheppard expressed concerns with respect to air and water quality and she hopes the Councilmembers are being mindful of the residents' safety and the environment. Ms. Shepard thanked the Councilmembers for their time. Mayor Jett asked if the Councilmembers had any questions or comments on the motion. The Councilmembers offered no additional comments. A Motion was made by Alderman Curry and seconded by Alderman Schaefer to approve an Ordinance authorizing the Mayor to Execute a Standstill aka Tolling Agreement between Meyer Material Company and the City of McHenry to extend operations at the site until August 6, 2018. Roll call: Vote: 7-ayes: Councilmembers: Curry, Schaefer, Condon, Devine, Glab, Mihevc and Santi. 0-nays, 0-abstained. Motion carried. Adjourn There being no further public business to discuss, a Motion was made by Alderwoman Condon and seconded by Alderman Santi to adjourn from the public meeting at 9:15 p.m. Roll call: Vote: 7-ayes: Councilmembers: Condon, Curry, Devine, Glab, Mihevc, Santi and Schaefer. 0-nays, 0- abstained. Motion carried. Respectfully submitted, Debra Meadows, Deputy City Clerk Mayor List of Bills Council Meeting 5-7-18 McHenry, IL Vendor Name Payable Number Post Date Description (Item) Account Number Amount Vendor: ACE HARDWARE, MCHENRY ACE HARDWARE, MCHENRY 4/25 STMT 04/30/2018 MAT/SUPP 510-31-6110 425.71 ACE HARDWARE, MCHENRY 4/25 STMT 04/30/2018 MAT/SUPP 510-32-5380 576.24 ACE HARDWARE, MCHENRY 4/25 STMT 04/30/2018 MAT/SUPP 510-32-6110 559.25 ACE HARDWARE, MCHENRY 4/25 STMT 04/30/2018 MAT/SUPP 510-35-6110 64.70 ACE HARDWARE, MCHENRY STMT4/25 04/30/2018 MAT/SUPP 100-01-6110 193,35 ACE HARDWARE, MCHENRY STMT4/25 04/30/2018 MAT/SUPP 100-33-5370 19,78 ACE HARDWARE, MCHENRY STMT4/25 04/30/2018 MAT/SUPP 100-33-6110 121.99 ACE HARDWARE, MCHENRY STMT4/25 04/30/2018 MAT/SUPP 100-33-6115 65.18 ACE HARDWARE, MCHENRY STMT4/25 04/30/2018 MAT/SUPP 100-41-6920 11.11 ACE HARDWARE, MCHENRY STMT4/25 04/30/2018 MAT/SUPP 100-44-6110 32.41 ACE HARDWARE, MCHENRY STMT4/25 04/30/2018 MAT/SUPP 100-45-6110 156.54 Vendor ACE HARDWARE, MCHENRY Total: 2,226.26 Vendor: BANWART, NATE BANWART, NATE INV0005767 04/30/2018 UNIFORM REIMB 100-33-4510 98.25 Vendor BANWART, NATE Total: 98.25 Vendor: CLAUSING, ANDREA CLAUSING, ANDREA 195835 04/30/2018 PGM CXL 100-41-3637 70.00 Vendor CLAUSING, ANDREA Total: 70.00 Vendor: CONSTELLATION NEWENERGY INC CONSTELLATION NEWENERGY INV0005768 04/30/2018 UTIL 100-33-5520 226.52 CONSTELLATION NEWENERGY INV0005768 04/30/2018 UTIL 100-42-5510 125.02 CONSTELLATION NEWENERGY INV0005768 04/30/2018 UTIL 100-45-5510 24.34 CONSTELLATION NEWENERGY INV0005769 04/30/2018 UTIL 510-32-5510 98.37 Vendor CONSTELLATION NEWENERGY INC Total: 474.25 Vendor: CURRAN CONTRACTING COMPANY CURRAN CONTRACTING 14022 04/30/2018 SURF MIX 100-33-6110 149.00 CURRAN CONTRACTING 14018 04/30/2018 UPM 100-33-6110 280.80 CURRAN CONTRACTING 14004 04/30/2018 SURF MIX 100-33-6110 143.99 Vendor CURRAN CONTRACTING COMPANY Total: 573.79 Vendor: DUCAK, KELLY DUCAK, KELLY INV0005770 04/30/2018 TUITION REIMB 100-22-5440 21963.00 Vendor DUCAK, KELLY Total: 2,963.00 Vendor: ED'S RENTAL & SALES INC ED'S RENTAL & SALES INC 223332-1 04/30/2018 BREAKFAST/BUNNY GRIDDLE 100-47-4113 50.00 Vendor ED'S RENTAL & SALES INC Total: 50.00 Vendor: FUN EXPRESS LLC FUN EXPRESS LLC 689634354-01 04/30/2018 DAY OF PLAY 100-41-6920 139.52 Vendor FUN EXPRESS LLC Total: 139.52 Vendor: HRGREEN HRGREEN 20418408 04/30/2018 FINAL 270-00-8600 11055A4 Vendor HRGREEN Total: 11055.14 Vendor: IMPACT NETWORKING LLC IMPACT NETWORKING LLC 1094476 04/30/2018 COPY PAPER 100-00-6210 311,50 IMPACT NETWORKING LLC 1094476 04/30/2018 COPY PAPER 100-03-6210 26.50 IMPACT NETWORKING LLC 1094476 04/30/2018 COPY PAPER 100-22-6210 161.00 IMPACT NETWORKING LLC 1094476 04/30/2018 COPY PAPER 100-30-6210 56.00 Vendor IMPACT NETWORKING LLC Total: 555.00 Vendor: LESNIAK, SHARON LESNIAK, SHARON INV0005771 04/30/2018 SAF TRAINING- 100-47-5430 57,00 Vendor LESNIAK, SHARON Total: 57.00 5/2/2018 12;33:29 PM Expense Approval Register Packet: APPKTO1147 - 5-7-18 AP CKS Vendor Name Payable Number Post Date Description (Item) Account Number Amount Vendor: MCANDREWS PC, THE LAW OFFICE OF PATRICK MCANDREWS PC, THE LAW 4/19 STMT 04/30/2018 LGL 100-01-5230 5,175.00 Vendor MCANDREWS PC, THE LAW OFFICE OF PATRICK Total: 50175.00 Vendor: MCHENRY GARDEN CLUB MCHENRY GARDEN CLUB 18-03-017 04/30/2018 TMP SIGN REF 100-00-3410 30.00 Vendor MCHENRY GARDEN CLUB Total: 30.00 Vendor: MINUTEMAN PRESS OF MCH MINUTEMAN PRESS OF MCH 90462 04/30/2018 BUS CARDS-D MEADOWS 100-01-5330 59.00 MINUTEMAN PRESS OF MCH 90417 04/30/2018 BOIL -HANG TAGS 510-35-6210 91,40 MINUTEMAN PRESS OF MCH 89940 04/30/2018 BUS CARDS-LAMZ 100-33-6210 46.00 MINUTEMAN PRESS OF MCH 90440 04/30/2018 BUS CARDS - 100-03-5330 131.48 Vendor MINUTEMAN PRESS OF MCH Total: 327.88 Vendor: NICOR GAS NICOR GAS INV0005772 04/30/2018 UTIL 400-00-5510 330.27 NICOR GAS INV0005773 04/30/2018 UTIL 510-31-5510 958.06 NICOR GAS INV0005773 04/30/2018 UTIL 510-32-5510 3,948.15 Vendor NICOR GAS Total: 5,236.48 Vendor: QUINNEY, MATTHEW QUINNEY, MATTHEW P104871 04/30/2018 TKT OVERPAY 100-2200 35.00 Vendor QUINNEY, MATTHEW Total: 35.00 Vendor: RAMIREZ, ESTEBAN RAMIREZ, ESTEBAN INV0005774 04/30/2018 UNIFORM REIMB 510-35-4510 270.01 Vendor RAMIREZ, ESTEBAN Total: 270.01 Vendor: RYDIN DECAL RYDIN DECAL 342377 04/30/2018 CTY STK 100-04-5330 40028.08 Vendor RYDIN DECAL Total: 4,028.08 Vendor: SIDEOUTS SIDEOUTS 195525 04/30/2018 SOFTBALL CXL 100-41-3637 325.00 Vendor SIDEOUTS Total: 325.00 Vendor: STAPLES BUSINESS CREDIT STAPLES BUSINESS CREDIT 1619537887 04/30/2018 SUPP 100-00-6210 31.48 STAPLES BUSINESS CREDIT 1619537887 04/30/2018 SUPP 100-01-6210 119.00 STAPLES BUSINESS CREDIT 1619537887 04/30/2018 SUPP 100-03-6210 42.49 STAPLES BUSINESS CREDIT 1619537887 04/30/2018 SUPP 100-22-6210 57.42 STAPLES BUSINESS CREDIT 1619537887 04/30/2018 SUPP 100-23-6210 31.48 Vendor STAPLES BUSINESS CREDITTotal: 226.89 Vendor: VAN RYSWYK, JANET VAN RYSWYK, JANET 195595 04/30/2018 PGM CXL 100-41-3637 70.00 Vendor VAN RYSWYK, JANET Total: 70.00 Grand Total: 23,986.55 5/2/2018 12:33:29 PM Expense Approval Register Packet: APPKT01147 - 5448 AP CKS Fund Summary Fund 100- GENERAL FUND 270- MOTOR FUEL TAX FUND 400 - RECREATION CENTER FUND 510- WATER/SEWER FUND 5/2/2018 12:33:29 PM Expense Amount 15,609.25 1,055A4 330t27 6,991.89 Grand Total: 23,986.55 Vendor Name McHenry, IL Payable Number Vendor: ADAMS STEEL SERVICE INC ADAMS STEEL SERVICE INC 348647 Vendor:A1RGASSAFETYINC Al RGAS SAFETY INC 9073968817 #2 List of Bills Council Meeting 5=748 Post Date Description (Item) 04/30/2018 sign brackets 04/30/2018 Vendor: AMERICAN WATER WORI(S ASSN AMERICAN WATER WORKS 7001537435 04/30/2018 Vendor: AT&T AT&T INV0005807 05/07/2018 AT&T INV0005808 05/07/2018 Vendor: AT&T AT&T AT&T INV0005806 P009382 Vendor: CABAY &COMPANY INC CABAY & COMPANY INC 59137 Vendor: CINTAS CINTAS 5010623602 Vendor: CONCENTRIC INTEGRATION,LLC CONCENTRIC INTEGRATION,LLC 100034.00 Vendor: CRESCENT ELECTRIC SUPPLY CO CRESCENT ELECTRIC SUPPLY CO 5504925752.001 CRESCENT ELECTRIC SUPPLY CO S5049674069001 Vendor: DISCOUNTID DISCOUNTID SI-332217 Vendor: DOCUMENT IMAGING DIMENSIONS INC DOCUMENT IMAGING 330816 DOCUMENTIMAGING 330817 Vendor: ED'S RENTAL &SALES INC ED'S RENTAL &SALES INC 223569-1 ED'S RENTAL & SALES INC 226583-1 Vendor: GALLS LLC GALLS LLC GALLS LLC GALLS LLC GALLS LLC GALLS LLC GALLS LLC GALLS LLC GALLS LLC Helium Account Number Amount 100-45-6110 317,22 Vendor ADAMS STEEL SERVICE INC Total: 317.22 100-41-6920 Vendor AIRGAS SAFETY INC Total: AW WA membership Jon S 100-30-5410 Vendor AMERICAN WATER WORKS ASSN Total: Acct 815 Z991586 5519 620-00-5320 Acct 815 Z25 0014 833 620-00-5320 Vendor AT&T Total: OS/07/2018 Acct 831000 6573 179 620-00-5320 OS/07/2018 Acct 831000 6573 187 620-00-5320 Vendor AT&T Total: 04/30/2018 floor soap 100-33-6115 Vendor CABAY & COMPANY INC Total: 04/30/2018 Safety cabinet service 100-45-5110 Vendor CINTAS Total: 04/30/2018 Inv# 197146 510-31-5110 Vendor CONCENTRIC INTEGRATION,LLC Total: 04/30/2018 W389ACX-9 relay. vendor 100-33-6110 04/30/2018 7/8 -B-Channel 510-32-5380 Vendor CRESCENT ELECTRIC SUPPLY CO Total: 04/30/2018 CHILD FINGERPRINTING 100-22-6210 Vendor DISCOUNTID Total: 04/30/2018 Order 330816 Wastewater 620-00-6210 04/30/2018 Order330H17PDAdminCopy 620-00-6210 Vendor DOCUMENT IMAGING DIMENSIONS INC Total 04/30/2018 rent dolly 223569 510-32-6110 04/30/2018 Drill bit for SBR gate 510-32-6110 Vendor ED'S RENTAL & SALES INC Total: 415.78 415.78 83.00 83.00 52.94 408.07 461.01 12.47 539.23 551.70 197,80 197.II0 58.41 58.41 497.84 497.84 93.68 14.40 108.08 1,941.75 1,941.75 99.00 398.00 497.00 15.00 15,00 30.00 9698051 04/30/2018 UNIFORM ORDER- 100-234510 46.00 9705591 04/30/2018 UNIFORM ORDER- WALSH 100-22-4510 213.95 9706084 04/30/2018 UNIFORM ORDER - POLIDORI 100-22-4510 94.99 9706302 04/30/2018 UNIFORMORDER - CLESEN 100-22-4510 24.00 9713941 04/30/2018 UNIFORM ORDER- HARRIS 100-22-4510 132.96 9723251 04/30/2018 UNIFORM ORDER- L.COX 100-234510 203.97 9725801 04/30/2018 UNIFORMORDER - GARRETT 100-23-4510 37.00 9725802 04/30/2018 UNIFORM ORDER- DAWSON 100-23-4510 41.00 5/2/2018 12:39:05 PM Expense Approval Register Packet: APPKTO1153 - 5-7-18 RE CT INVOICE Vendor Name Payable Number Post Date Description (Item) Account Number Amount GALLS LLC 9725803 04/30/2018 UNIFORM ORDER- DAWSON 100-234510 80.00 GALLS LLC 9732609 04/30/2018 UNIFORMORDER- SEXTON 100-224510 238,94 GALLS LLC 9732666 04/30/2018 UNIFORM ORDER- MCKENDRY 100-23-4510 37,90 GALLS LLC 9732741 04/30/2018 UNIFORM ORDER- R. MILLER 100-23-4510 397.93 GALLS LLC 9733420 04/30/2018 UNIFORM ORDER- HAVENS 100-23-4510 217,97 Vendor GALLS LLC Total: 1,766.61 Vendor: GLOBAL EQUIPMENT COMPANY GLOBALEQUIPMENT 112529795 04/30/2018 Soap Dispensers 400-00-6111 371,84 Vendor GLOBAL EQUIPMENT COMPANYTotal: 371.84 Vendor: GOODMARK NURSERIES LLC GOODMARK NURSERIES LLC 16903 04/30/2018 Arbor Day Trees 100-33-6950 1,040.00 Vendor GOODMARK NURSERIES LLC Total: 1,040.00 Vendor: HAWKINS INC HAWKINS INC 4266247 04/30/2018 Polymer and hypochlorlde 510-32-6110 21701,60 Vendor HAWKINS INCTotal. 2,701.60 Vendor: HERITAGE -CRYSTAL CLEAN LLC HERITAGE -CRYSTAL CLEAN LLC 15082262 04/30/2018 solvent tank refresh 100-33-5370 190.58 Vendor HERITAGE -CRYSTAL CLEAN LLC Total: 190.58 Vendor:HRGREEN HRGREEN 117SSS 04/30/2018 HRGreen - Bike Path 100-01-5110 350.00 Vendor HRGREEN Total: 350.00 Vendor: INTERSTATE ALL BATTERY CENTER INTERSTATE ALL BATTERY 1903701030575 04/30/2018 Battery- Inv#1903701030575 510-31-6110 40,40 Vendor INTERSTATE ALL BATTERY CENTER Total: 40.40 Vendor: INTERSTATE BILLING SERVICE INC INTERSTATE BILLING SERVICE 3010317794/3008691798CR 04/30/2018 403 100-33-5370 2,239.66 Vendor INTERSTATE BILLING SERVICE INC Total: 2,239.66 Vendor: KIMBALL MIDWEST KIMBALL MIDWEST 6308700 04/30/2018 stock 100-33-5370 60031 Vendor KIMBALL MIDWEST Total: 600.31 Vendor: LANG AUTO GROUP, GARY LANG AUTO GROUP, GARY 5024438 04/30/2018 hoses 319 100-22-5370 70.90 Vendor LANG AUTO GROUP, GARY Total* 70.90 Vendor: MARKS TREE SERVICE & SNOW PLOWING CORP MARKS TREE SERVICE&SNOW STSMH40 04/30/2018 Removal 100-33-6950 5,000.00 Vendor MARKS TREE SERVICE & SNOW PLOWING CORP Total: 5,000.00 Vendor: MID AMERICAN WATER OF WAUCONDA INC MID AMERICAN WATER OF 196960W 04/30/2018 Hy Max Coupling 510-35-6110 10105600 Vendor MID AMERICAN WATER OF WAUCONDA INC Total: 10105600 Vendor: MIDWEST HOSE AND FITTINGS INC MIDWEST HOSE AND FITTINGS M22494 04/30/2018 Pressure washer fittings & 510-31-6110 6356 Vendor MIDWEST HOSE AND FITTINGS INC Totals 63.56 Vendor: NEW LIBERTY POPCORN NEW LIBERTY POPCORN 18042523 04/30/2018 Popcorn Machine Repairs 10044-5110 644,00 Vendor NEW LIBERTY POPCORN Total: 644.00 Vendor: PDC LABORATORIES INC PDC LABORATORIES INC 895654 04/30/2018 Samples - Inv#895654 510-31-5110 240400 Vendor PDC LABORATORIES INC Total: 240.00 Vendor: PETROCHOICE LLC PETROCHOICE LLC 10515558 04/30/2018 Fuel 100-45-6250 358,25 PETROCHOICE LLC 10525393 04/30/2018 Fuel 10525393 510-35-6250 548,97 PETROCHOICE LLC 10525414 04/30/2018 FUEL BILL 100-03-6250 80.16 PETROCHOICE LLC 10525415 04/30/2018 Fuel 10525415 510-32-6250 515.84 PETROCHOICE LLC 10525416 04/30/2018 Fuel 10525416 510-31-6250 102,10 PETROCHOICE LLC 10525417 04/30/2018 Fuel 10045-6250 250.92 5/2/2018 12:39:05 PM Expense Approval Register Vendor Name Payable Number PETROCHOICE LLC 10525418 Vendor: PETTIBONE & CO, P F PETTIBONE & CO, P F 174240 Vendor: RUSSO POWER EQUIPMENT RUSSO POWER EQUIPMENT 4794166 RUSSO POWER EQUIPMENT 4913776 Vendor: SCHOPEN PEST SOLUTIONS INC SCHOPEN PEST SOLUTIONS INC 83422 Vendor: SMITH ECOLOGICAL SYSTEMS INC SMITH ECOLOGICAL SYSTEMS 21371 Vendor: USA BLUEBOOK USA BLUEBOOK 545340 USA BLUEBOOK 545593 Packet: APPKTO1153 - 5-748 RE CT INVOICE Post Date Description (Item) Account Number Amount 05(01/2018 Fuel 10525418 100-33-6250 1,695.51 Vendor PETROCHOICE LLC Total: 3)551.75 04(30/2018 UNIFORM ORDER- LORENZ 100-22-4510 95.00 Vendor PETTIBONE & CO, P F Total: 95.00 04/30/2018 Tire 149 100-45-5370 76.99 04(30/2018 recoil 100-33-5370 20.96 Vendor RUSSO POWER EQUIPMENT Total: 97.95 04/30/2018 Pest control 100-45-5110 95.00 Vendor SCHOPEN PEST SOLUTIONS INC Total: 95.00 04(30/2018 50# PD Rotometer for Chlorine 510-31-6110 637.00 Vendor SMITH ECOLOGICAL SYSTEMS INC Total: 637.00 04(30/2018 Yard Hydrant Fittings 510-32-6110 253.12 04(30/2018 Yard Hydrant Fittings 510-32-6110 74.96 Vendor USA BLUEBOOK Total: 328.08 Grand Total: 26,388.83 5/2/2018 12:39:05 PM Expense Approval Register Packet: APPKT01153 - 5-748 RECT INVOICE Fund Summary Fund Expense Amount 100 - GENERAL FUND 17,68149 400 - RECREATION CENTER FUND 371.84 510- WATER/SEWER FUND 6,824.79 620- INFORMATION TECHNOLOGY FUND 11509,71 Grand Total: 26,388.83 5/2/2018 12:39:05 PM Department of Community & 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 DATE: May 7, 2018 TO: Mayor and City Council FROM: Douglas Martin, Director of Economic Development RE: Consideration of a zoning map amendment, conditional use permit and variances to allow a fueling station and convenience store for the property located at the southeast corner of Dayton Street and South Illinois Route 31 ATT: 1. Location Map 2. Unapproved Planning and Zoning Commission Minutes dated April 11, 2018 3. Ordinance granting a zoning map amendment to C-5 highway commercial, conditional use permit to allow an automobile fueling station and variances for the property located at the southeast corner of Dayton Street and South Illinois Route 31 4. KLOA Traffic Study 5. H.R. Green Review of Traffic Study 6. Site Plan Packet AGENDA ITEM SUMMARY The applicant is requesting approval of a zoning map amendment, conditional use permit, and variances to construct a fueling station with convenience store and commercial fueling lanes at the southeast corner of Dayton Street and South Illinois Route 31. BACKGROUND The subject property was platted decades ago and has been vacant since. It is located along a major state route and within the middle of numerous business and industrial parks. The applicants are proposing to construct a fueling center which will include 16 fueling positions (8 pumps), and two commercial truck (diesel) fueling dispensing lanes. In order to accomplish this, a zoning map amendment, a conditional use permit, and variances are required/requested. Department of Community & Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us Zoning Map AmendingHighway Commercial from I-1 Industrial The Subject Property is currently zoned industrial and has been for numerous years and has gone undeveloped. The applicant is seeking a zoning map amendment to C-5 Highway Commercial. This zoning classification is consistent with the zoning to the west and the more intense surrounding industrial zoning adjacent to the remainder of the site. The site is located on a major state highway and industrial park roadway (Route 31) and will be seeking access to a lighted intersection. There is considerable traffic on Illinois Route 31 and it would seem that a fueling center is a practical and ideal use at this location. Conditional Use Permit to allow an automobile fueling station The applicant is requesting a Conditional Use Permit to allow an automobile fueling station. Five access points are proposed. Three access points are proposed off of Dayton Street; a right- in/right-out off of Illinois Route 31 and a full access off of Albany Street to allow vehicles to access the lighted intersection. Illinois Route 31 is a Strategic Regional Arterial with approximately 23,500 vehicles per/day. Dayton Street is a designated Class II truck route. Trip generation to the proposed gas station/convenience store is directly proportional to the number of fueling positions the gas station offers. It should be noted, however, a large percentage of trips are generated from pass -by traffic or traffic already going past the site en route to another primary destination (60%). The state is looking at improving the Illinois Route 31 corridor from Route 176 to Route 120, however there is no definitive construction timeline for this project. A traffic study was completed and is included with this supplement. It concludes the design of the site and access points work well with the surrounding area. The study recommends roadway improvements on Dayton as well as on Illinois Route 31, and the applicant is installing a driveway to Albany. Variances The applicant is seeking the following variances from the zoning ordinance: • Variance for two larger driveway widths along Dayton for a truck entrance and truck exit; • Variance to allow 16 parking stalls in the front of the convenience store without a parking lot island and to have striping instead of parking islands by the tank farms for easier circulation for the fuel tanker; • Variance to allow for no landscaping around the building foundation; Department of Community & 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 three driveways along Dayton Street. The following justifications are provided for the identified variances: Variance for a larger driveway width along Dayton Street for a truck entrance and truck exit The applicant is requesting a variance from the maximum driveway width of 36 feet to an approximately 83400t and 124 foot width to allow trucks to safely navigate the site and exit Dayton Street. This variance is appropriate for the proposed use and will not adversely impact adjacent land uses. There are many heavier industrial land uses around this area with large trucks which will utilize this site, and the larger radiuses are required to accommodate these trucks. Variance to allow 16 parking stalls in the front of the convenience store without a parking lot island and to have striping instead of parking islands by the tank farms for easier circulation for the fuel tanker The applicant is requesting a variance to allow 16 parking stalls in the front of the convenience store without a parking lot landscape island. The zoning ordinance requires a parking lot landscape island every 15 spaces; therefore the applicant would be required to erect one parking lot island. The applicant stated it is more efficient to plow their lot in the winter without a parking lot island in the middle of the row. Variance to allow for no landscaping around the building foundation The applicant is requesting a variance from the building foundation landscaping requirements due to it being a possible tripping hazard or a wasteland. Additionally, it makes it easier for Speedway employees to clean. Variance to allow to allow three driveways along Dayton Street as depicted on the Site Plan The Subdivision Control and Development Ordinance states: "Only one driveway shall be permitted, however, a single parcel or contiguous parcels under the same ownership having at least 100 feet of frontage on any one street, measured in a straight line from side lot line to side lot line at the front building line, may have a second driveway. Where two (2) driveways are provided for the same property, a separation of not less than ten (10) feet at the outer or street side of the sidewalk shall be provided." The applicant shows three driveways. The applicant needs to separate the truck traffic from the passenger vehicle traffic and there is limited space to do so. Department of Community & Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us PLANNING AND ZONING COMMISSION The Planning and Zoning Commission unanimously recommended approval (7-0) of the following: 1. Approval of a zoning map amendment to C-5; 2. Approval of a conditional use permit to allow an automobile fueling station subject to the following conditions: • The project is developed in accordance with the Improvement Plans prepared by W- T dated 8/10/17 and consisting of two pages, and Landscape Plans prepared by Corporate Design + Development Group, LLC. dated 3/16/18 consisting of three pages; • Sidewalks shall be installed along Illinois Route 31 and Dayton Street along the entire frontage of the property; • There will be no overnight parking of commercial trucks nor any truck stop amenities such as showers or a laundry facility. 3. Approval of a Variance for a wider driveway width along Ringwood Road for the truck exit, approximately 83 and 124 feet from 36 feet; 4. Approval of a Variance to allow 16 parking stalls in the front of the convenience store without a parking lot island and to have striping instead of parking islands by the tank farms for easier circulation for the fuel tanker. 5. Approval of a Variance from the Subdivision Control and Development Ordinance to allow three driveways off of Dayton Street as depicted on the site plan; and, 6. Approval of a Variance to allow the elimination of the landscaping requirement around the building foundation. Department of Community & Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us RECOMMENDATION Therefore, if the City Council concurs with the Planning and Zoning Commission, it is recommended that a motion be made for the following. 1. Approval of a zoning map amendment to C-5; 2. Approval of a conditional use permit to allow an automobile fueling station subject to the following conditions: • The project is developed in accordance with the Improvement Plans prepared by W- T dated 8/10/17 and consisting of two pages, and Landscape Plans prepared by Corporate Design + Development Group, LLC. dated 3/16/18 consisting of three pages; • Sidewalks shall be installed along Illinois Route 31 and Dayton Street along the entire frontage of the property; • There will be no overnight parking of commercial trucks nor any truck stop amenities such as showers or a laundry facility. 3. Approval of a Variance for a wider driveway width along Ringwood Road for the truck exit, approximately 83 and 124 feet from 36 feet; 4. Approval of a Variance to allow 16 parking stalls in the front of the convenience store without a parking lot island and to have striping instead of parking islands by the tank farms for easier circulation for the fuel tanker. 5. Approval of a Variance from the Subdivision Control and Development Ordinance to allow three driveways off of Dayton Street as depicted on the site plan; and, 6. Approval of a Variance to allow the elimination of the landscaping requirement around the building foundation. Department of Community & Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us Location Map Department of Community & Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us Unapproved Planning and Zoning Commission Minutes dated April 11, 2018 Public Hearing: Speedway, LLC File No. Z-928 SE corner of IL Route 31 and Dayton Street Zoning Map Amendment, Conditional Use Permit and Variances Chairman Strach called the Public Hearing to order at 9:25 p.m. regarding File No Z-928 an application for a Zoning Map Amendment, Conditional Use Permit and Variances for the property located at the SE Corner of IL Route 31 and Dayton Street. Chairman Strach stated Notice of the Public Hearing was published in the Northwest Herald on March 27, 2018. 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 was Christian Kalichefski and Frank Petrich, both of WT Group, 2675 Pratum Ave, Hoffman Estates, IL 60192, who were sworn in by Chairman Strach. Mr. Petrich stated that Speedway is requesting rezoning of the 4.85 acres of property on the Southeast corner of IL Route 31 and from Industrial 1 to C-S- Highway Commercial District. He stated that they would like to connect with Albany Street, which he opined would benefit the entire industrial park. Mr. Petrich stated they are requesting a conditional use permit for a gas station and stated that Speedway is asking for a variance to widen the entrance for better truck access. Mr. Petrick stated that Speedway is asking for a variance to exclude landscaping around the building and to exclude a parking island. Mr. Petrich stated that Speedway has placed the site to the west side of the property because of the Route 31 future expansion. Attorney McArdle inquired about the truck traffic exiting left onto Route 31. Mr. Kalischefski stated that the desired exit would be the road connecting to Albany with an exit at the light onto Route 31. Mr. Kalischefski stated that IDOT is reviewing the plans. Discussion ensued. Chairman Strach reiterated that IDOT would make the decision on IL Route 31. Director of Economic Development Martin provided the Commission with the Staff Report regarding this matter stating the applicant is proposing to construct a Fueling center, which will Department of Community & Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us include 16 fueling positions (8 pumps) and two Commercial truck (diesel) fueling dispensing lanes. Director Martin stated the Subject Property is currently zoned industrial, has been for numerous years, and has gone undeveloped. The applicant is seeking a zoning map amendment to C-5 Highway Commercial. This zoning classification is consistent with the zoning to the west and the more intense surrounding industrial zoning adjacent to the remainder of the site. Director Martin stated the site is located on a major state highway and City industrial park roadway (Route 31) and will seek access to a lighted intersection. Director Martin stated that there is considerable traffic on Illinois Route 31, including considered truck, business and industrial traffic and many industrial parks in the area. A fueling center is a practical and ideal use at this location. Staff supports the requested zoning map amendment. Director Martin stated the applicant is requesting a Conditional Use Permit to allow an automobile fueling station with a proposed five access points. Three access points are proposed off Dayton Street; a right-in/right-out off Illinois Route 31 and a full access off Albany Street to allow vehicles to access the lighted intersection. Illinois Route 31 is a Strategic Regional Arterial with approximately 23,500 vehicles per/day. Dayton Street is a designated Class II truck route. Director Martin stated that HR Green did look at the traffic study and concurred with it. Director Martin stated that IDOT would need to state if a deceleration lane is necessary. Director Martin stated traffic study was done and was discussed which concludes the design of the site and access points work well with the surrounding area. The study recommends roadway improvements on Dayton as well as on Illinois Route 31, and the applicant is installing a driveway to Albany. Staff believes the applicant has adequately addressed the comments in the traffic study and the conditional use permit should be recommended. Director Martin stated the applicant is seeking the following variances from the zoning ordinance: • Variance for two larger driveway widths along Dayton for a truck entrance and truck exit; • Variance to allow 16 parking stalls in the front of the convenience store without a parking lot island and to have striping instead of parking islands by the tank farms for easier circulation for the fuel tanker; • Variance to allow for no landscaping around the building foundation. Department of Community & 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 Martin stated the applicant is requesting a variance from the maximum driveway width A 36 feet to an approximately 83400t and 124 foot width to allow trucks to safely navigate the site and exit Dayton Street. Staff supports this variance and understands this request due to space and the width of the larger vehicles. Director Martin stated that due to traffic and radius, this variance is appropriate for the proposed use and will not adversely impact adjacent land uses. There are many heavier industrial land uses around this area which will utilize this site, and the larger radiuses are required to accommodate these trucks. Director Martin stated that the applicant is requesting a variance to allow 16 parking stalls in the front of the convenience store without a parking lot landscape island. He further stated the zoning ordinance requires a parking lot landscape island every 15 spaces; therefore, the applicant would be required to erect one parking lot island. Director Martin stated the applicant stated it is more efficient to plow their lot in the winter without a parking lot island in the middle of the row. While staff does understand the applicant's sentiment, staff does not believe it is justification for approval of a zoning variance nor justification for not meeting the criteria for approval in Table 32 of the zoning ordinance. Therefore, staff does not support this variance request. Director Martin stated the applicant is requesting a variance from the building foundation landscaping requirements due to it being a possible tripping hazard or a wasteland and makes it easier for Speedway employees to clean. While staff agrees with some of these comments staff cannot support this variance request due to the criteria set forth in Table 32 and the fact the requirements set forth in Table 32 are not appropriately met. Director Martin presented requirements in the Subdivision Control and Development Ordinance regarding this request. .The applicant shows three driveways. Staff supports this variance. The applicant needs to separate the trucktraffic from the passenger vehicle traffic and there is limited space to do so. Mr. Kalischefski inquired about the request for a third driveway. Discussion ensued. Director of Economic Development stated Staff Recommends Approval of a Zoning Map Amendment from I-1 Industrial to C-5 Highway Commercial, Conditional Use Permit to allow an Automobile Fueling Station and a Variance for a Larger Driveway Width Along Ringwood Road for the Truck Exit to develop on the subject property in substantial conformance with the site plan submitted subject to the conditions as presented and Staff finds that the requirements in Tables 31 (Conditional Use Permit) have been met. Department of Community & Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us Chairman Strach invited questions and/or comments from the Commission. Commissioner Meyer inquired if the through road would be on Speedways property and if it would be a dedicated road. Mr. Kalischefski stated it would and that Speedway would maintain the road. Discussion ensued on the roadway. Commissioner Doherty asked in the roadway would be built to city specifications. Mr. Kalischefski opined probably more than city specifications, more to IDOT specifications. Chairman Strach opened the floor to questions and comments from the audience. John Brunner, 4100 Albany Dr. asked if there was a fence between the property at 4100 Albany Drive and the driveway. Mr. Kalischefski stated there would not be a fence and further stated there was green space. Mr. Brunner thanked him for his response. Chairman Strach closed the public comment portion of the hearing at 9:47 p.m. Motion by Miller seconded by Meyer to recommend to the City Council with regard to File No. Z- 928: Approval of a Zoning Map Amending to C-5 Highway Commercial District from I-1 Industrial. Staff finds the requirements set forth in Table 33 have been met. Approval of the Conditional Use Permit to allow an automobile fueling station subject to the following conditions: • The project is developed in accordance with the Improvement Plans prepared by W-T dated 8/10/17 and consisting of two pages, and Landscape Plans prepared by Corporate Design + Development Group, LLC. dated 3/16/18 consisting of three pages; • Sidewalks shall be installed along Illinois Route 31 and Dayton Street along the entire frontage of the property; • There will be no overnight parking of commercial trucks nor any truck stop amenities such as showers or a laundry facility; And staff finds the requirements set forth in Table 31 have been met. Approval of a Variance for a wider driveway width along Dayton Street for the truck exit, approximately 83 and 124 feet from 36 feet. Approval of Variance from the Subdivision Control and Development Ordinance to allow three driveways off of Dayton Street as depicted on the site plan. Department of Community & Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us Approval of a Variance to allow elimination of the landscaping requirement around the building foundation. Staff finds the requirements set forth in Table 32 have been met. Approval of a Variance to allow 16 parking stalls in the front of the convenience store without a parking lot island and to have striping instead of parking islands by the tank farms for easier circulation for the fuel tanker. Staff finds the requirements set forth in Table 32 have been net. Voting Aye: Doherty, Meyer, Miller, Sobotta, Strach, Thacker and Walsh. Voting Nay: None. Not Voting: None. Abstaining: None. Absent: None. Motion carried 7-0. Chairman Strach closed the Public Hearing regarding File No. Z-928 at 9:48 p.m. Department of Community & 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 18- AN ORDINANCE GRANTING A ZONING MAP AMENDMENT TO C-5 HIGHWAY COMMERCIAL DISTRICT, A CONDITIONAL USE PERMIT TO ALLOW AN AUTOMOBILE FUELING STATION AND VARIOUS VARIANCES FROM THE ZONING ORDINANCE AND SUBDIVISION CONTROL AND DEVELOPMENT ORDINANCE FOR THE PROPERTY LOCATED AT THE SOUTHEAST CORNER OF ILLINOIS ROUTE 31 AND DAYTON STREET 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 with the City by Christian Kalischefski, 2675 Pratum Avenue, Hoffman Estates, IL 60192 requesting a Zoning Map Amendment to C-5 Highway Commercial District, a Conditional Use Permit to allow an automobile fueling station, a Variance to allow sixteen (16) parking stalls in the front of the convenience store without a parking lot landscape island, Variance to allow no landscaping around the building foundation, a Variance for larger driveway widths along Dayton Street for a truck entrance and exit and a Variance from the Subdivision Control and Development Ordinance to allow three (3) driveways off of Dayton Street for the property located at the southeast corner of Dayton Street and South Illinois Route 31 and 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 11, 2018 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 Zoning Map Amendment, 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 Zoning Map Amendment, 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: Department of Community & 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 1: That the SUBJECT PROPERTY is hereby granted a Zoning Map Amendment to C-5 Highway Commercial Distriict. SECTION 2: In granting said Zoning Map Amendment, the City Council finds that the requirements of Table 33 of the Zoning Ordinance have been met in that: 1. The requested zoning classification is compatible with the existing uses and zoning of property in the environs; 2. The requested zoning classification is supported by the trend of development in the general area; 3. The requested zoning classification is consistent with the objectives of the City of McHenry Comprehensive Plan; and 4. The requested classification promotes the public interest. SECTION 3: That the SUBJECT PROPERTY is hereby granted a Conditional Use Permit to allow an automobile fueling station subject to the following conditions: • The project is developed in accordance with the Improvement Plans prepared by W-T dated 8/10/17 and consisting of two pages, and Landscape Plans prepared by Corporate Design + Development Group, I.I.C. dated 3/16/18 consisting of three pages attached hereto and incorporated herein as Exhibit B ("Site Plan"); • Sidewalks shall be installed along Illinois Route 31 and Dayton Street along the entire frontage of the property; • There will be no overnight parking of commercial trucks nor anytruck stop amenities such as showers or a laundry facility. SECTION 4: 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: 1. Any adverse impact of types or volumes of traffic flow not otherwise typical in the zoning district has been minimized. 2. 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; 3. 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 Department of Community & Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us values, or neighborhood character already existing in the area or normally associated with permitted uses in the district. 4. The proposed use will not require existing community facilities or services to a degree disproportionate 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; 5. The proposed use will not be detrimental to the safety or health ofthe employees, patrons, or visitors associated with the use nor of the general public in the vicinity; and 6. The proposed use is in harmony with all other elements of compatibility pertinent to the Conditional Use and its particular location. SECTION 5: Zoning Ordinance. That the Subject Property hereby granted the following Variances from the • Variance from VIII Landscaping &Screening B.3 to waive the requirement of a landscaped island in the interior of an off-street parking area to be provided every fifteen (15) parking spaces. • Variance from VIII. Landscaping &Screening Table 15 to waive the requirement for landscaping around the building foundation; • Variance from VII. Off -Street Parking &Loading Table 10: Parking and Loading Dimensions: Driveway Width (d) to allow the maximum driveway width to exceed thirty-six (36) feet for two (2) driveways. 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: 1. Special circumstances exist that are peculiarto the propertyfor 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. 2. The special circumstances referenced herein relate only to the physical character of the land or buildings) for which the variance is sought, such as dimension, Department of Community & Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us 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. 3. 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. 4. 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. 5. 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. 6. 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. 7. 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. 8. 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. 9. The Variance requested is the minimum required to provide the applicant with reasonable use and enjoyment of the property. Department of Community & 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 7: That the Subject Property hereby granted the following Variances from the Subdivision Control and Development Ordinance. SECTION 8: • Variance from T — 5.2 Non-residential Driveways and Parking Lots (D) to allow three non-residential driveways off of Dayton Street as depicted on the Site Plan. All Ordinances or parts thereof in conflict with the terms and provisions hereof are hereby repealed to the extent of such conflict. SECTION 9: 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 10: 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 . 2018 AYES: NAYS: ABSTAINED: ABSENT: NOT VOTING: f►�171�:3 ATTEST: CITY CLERK Department of Community & 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 PARCEL 1: LOT 18 IN TONYAN'S INDUSTRIAL PARK UNIT NO.1, BEING A SUBDIVISION OF THAT PART OF THE NORTHEAST QUARTER OF SECTION 10, AND OF THAT PART OF THE WEST HALF OF THE NORTHWEST QUARTER OF SECTION 11, ALL IN TOWNSHIP 44 NORTH, RANGE 8 EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT THEREOF RECORDED APRIL 13, 1977, AS DOCUMENT NO. 691537 IN MCHENRY COUNTY, IL PARCEL 2: THE WEST 50 FEET OF LOT 39 IN TONYAN'S INDUSTRIAL PARK UNIT NO. 3, BEING A SUBDIVISION OF THAT PART OF THE NORTHEAST QUARTER OF SECTION 10, AND OF THAT PART OF THE WEST HALF OF THE NORTHWEST QUARTER OF SECTION 11, ALL IN TOWNSHIP 44 NORTH RANGE 8 EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT THEREOF RECORDED MARCH 24, 1984, AS DOCUMENT NO. 877524 IN MCHENRY COUNTY, IL. PARCEL 3: LOT 19 IN TONYAN'S INDUSTRIAL PARK UNIT NO. 1, BEING A SUBDIVISION OF THAT PART OF THE NORTHEAST QUARTER OF SECTION 10 AND OF THAT PART OF THE WEST HALF OF THE NORTHWEST QUARTER OF SECTION 11, ALL IN TOWNSHIP 44 NORTH, RANGE 8 EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT THEREFO RECORDED APRIL 13, 1977, AS DOCUMENT NO. 691537 IN MCHENRY COUNTY, IL. Department of Community & 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 B Site Plan I� ae FRONT STREET (IL ROUTE 31) PAVEMENT SECTIONS l. Introduction................................................................................................................................. 1 2. Existing Conditions..................................................................................................................... 4 SiteLocation............................................................................................................................... 4 Existing Roadway System Characteristics.................................................................................. 4 ExistingTraffic Volumes............................................................................................................ 6 .:. CrashAnalysis............................................................................................................................ 8 3. Traffic Characteristics of the Proposed Development.................................................................... 9 Proposed Site and Development Plan......................................................................................... 9 DirectionalDistribution............................................................................................................ 10 Peak Hour Traffic Volumes...................................................................................................... 10 4. Projected Traffic Conditions..................................................................................................... 13 Development Traffic Assignment............................................................................................. 13 Background (No -Build) Traffic Conditions.............................................................................. 13 Total Projected Traffic Volumes.............................................................................................. 13 5. Traffic Analysis and Recommendations................................................................................... 17 TrafficAnalyses........................................................................................................................ 17 Discussion and Recommendations........................................................................................... 20 6. Conclusion......................................................................... Speedway Gas Station �� McHenry, Illinois i Figures Figure1 — Site Location. . 0 0 0 0 0 0 a a 0 0 a 0 0 4 0 0 9 0 0 4 0 0 M a 0 * a 9 a 0 a 6 0 9 9 9 0 0 9 a 9 9 v a a 0 0 0 0 0 0 a a a a a 4 a 8 * a 0 0 0 6 a M 0 9 a W 0 a v & a 0 0 0 9 4 9 0 a a a a 6 1 W M * 0 0 0 9 a I a a 0 0 0 0 a a 0 a a a 0 0 2 Figure 2 —Aerial View of Site Location......................................................................................... 3 Figure 3 — Existing Roadway Characteristics.......................................................................ones...... 5 Figure 4 — Existing Traffic Volumes.....................................C°.............................*as ................... 7 Figure 5 — Directional Distribution................... 0 a a a a 0 0 0 0 0 0 W a a a 9 a 0 9 6 0 0 6 a v a 0 a 0 0 1 4 0 a 0 0 0 0 0 0 10 Figure 6 — New Passenger Vehicle Site Traffic Assignment.......... man 14 Figure 7 — Pass -By Site Traffic Assignment................................................................................. 15 Figure 8 — Year 2024 Total Projected Traffic Volumes. 16 Tables Table 2 — Projected Site -Generated Traffic Volumes................................................................... 12 Table 3 — Projected Site -Generated Traffic Volumes to Equations ............................................... 12 Table 4 — Capacity Analysis Results —IL 31 with Albany Street/Prime Parkway ....................... 18 Table 5 — Capacity Analysis Results - Unsignalized...............................................................memo. 19 Speedway Gas Statio�a McHenry, Illinois This report summarizes the methodologies, results, and findings of a traffic impact study conducted by Kenig, Lindgren, O'Hara, Aboona, Inc. (KLOA, Inc.) for a proposed Speedway gas station to be located in McHenry, Illinois. The site, which is currently vacant, is located in the southeast quadrant of the intersection of Illinois Route 31 (IL 31) with Dayton Street. As proposed, the site will be developed with a full -service gas station with 16 passenger vehicle fueling positions, two (2) truck fueling positions, and an apFroximately 4,600 square -foot convenience store. Access will be provided off IL 31 via a right-in/right-out restricted access drive and off Dayton Street via a full access drive and an outbound -only one-way truck access drive. As part of the development, a north -south private roadway will connect Dayton Street and Albany Street on the east side of the site, which will provide the site with signalized access off IL 31 via Albany Street. The purpose of this study was to examine background traffic conditions, assess the impact that the proposed development will have on traffic conditions in the area, and determine if any roadway or access improvements are necessary to accommodate traffic generated by the proposed development. Figure 1 shows the location of the site in relation to the area roadway system. Figure 2 shows an aerial view of the site area. The sections of this report present the following: • Existing roadway conditions • A description of the proposed development • Directional distribution of the development traffic • Vehicle trip generation for the development • Future traffic conditions including access to the development • Traffic analyses for the weekday morning and weekday evening peak hours • Recommendations with respect to adequacy %J the site access and adjacent roadway system Traffic capacity analyses were conducted for the weekday morning and weekday evening peak hours for the following conditions: 1. Existing Conditions —Analyze the capacity of the existing roadway system using existing peak hour traffic volumes in the surrounding area. 2. Projected Conditions —Analyze the capacity of the future roadway system using the projected traffic volumes that include the existing traffic volumes, ambient area growth not attributable to any particular development, and the traffic estimated to be generated by the proposed development. Speedway Gas Station McHenry, Illinois 1 s �) t 3 d k Golf Course I.'.. I hill I'� SITE t uc�,ad Site Location Speedway Gas Station McHenry, Illinois • i. � a McHenry Country Club 4 �afa��VYiOR� McHenry' Morarne State P Creekslde Park ` 4 Indian Ridge Park s / i • Holi • m Wilt -a 10 ireet � G� gig, +� 1 Figure 1 SITE if 9 2018 Gnnole Existing transportation conditions in the vicinity of the site were documented based on field visits conducted by KLOA, Inc. in order to obtain a database for projecting future conditions. The following provides a description of the geographical location of the site, physical characteristics of the area roadway system including lane usage and traffic control devices, and existing peak hour traffic volumes. Site Location The site, which is currently vacant, is located in the southeast quadrant of the intersection of IL 31 with Dayton Street. Land uses in the vicinity of the site include office, commercial, and warehouse uses, particularly along Albany Street, Dayton Street, and within the McHenry Corporate Center to the southwest. Existing Roadway System Characteristics The characteristics of the existing roadways near the development are described below and illustrated in Figure 3. Illinois Route 31 (IL 31) is a north -south arterial providing one lane in each direction. At its signalized intersection with Albany Street/Prime Parkway, IL 31 provides exclusive left -turn, through, and right -turn lanes in both directions. Exclusive turn lanes are also provided in both directions at IL 31's `T'-intersection with Dayton Street. IL 31 is under the jurisdiction of the Illinois Department of Transportation (IDOT) and is .designated as a Strategic Regional Arterial (SRA). IL 31 has a speed limit of 45 mph and according to 2016 IDOT data, carries an Average Annual Daily Traffic (AADT) volume of 23,550 vehicles. Albany Stneet/Prime Pakkway is an east -west roadway generally providing one lane in each direction. any Street extends east of II 31 to Beldon Street while Prime Parkway extends west of IL 31 to Miller Parkway. At its signalized intersection with IL 31, Albany Street provides a single lane for all movements while Prime Parkway provides a combined left-turn/through lane and an exclusive right -turn lane. Albany Street/Prime Parkway has a posted speed limit of 25 mph and under the jurisdiction of the City of McHenry. Dayton Street is an east -west local roadway between IL 31 and Beldon Street. It provides one lane in each direction with access to multiple offices and commercial buildings. Dayton Street is under stop sign control at its intersection with IL 31. It is under the jurisdiction of the City of McHenry and is designated as a Class II Truck Route. Speedway Gas Station ��O McHenny, Illinois 4 5 Existing Traffic Volumes In order to determine current traffic conditions in the vicinity of the site, KI OA, Inc. conducted peak period traffic counts utilizing Miovision Scout Video Collection Units on Thursday, February 22, 2018 during the weekday morning (6:30 to 9:00 A.M.) and evening (4:00 to 6:30 P.M.) peak periods at the intersections of IL 31 with Albany Street/Prime Parkway and Dayton Street. The results of the traffic counts indicated that the morning peak hour of traffic occurs from 7:15 A.M. to 8:15 A.M. and the evening peak hour of traffic occurs from 4:15 P.M. to 5:15 P.M. Figure 4 illustrates the existing peak hour traffic volumes. Copies of the traffic coun' sum nary reports are included in the Appendix. Potential Improvement Programs in the Area IDOT is currently conducting a preliminary engineering study for the improvement of IL 31 from IL 176 to IL 120. The improvements will consist of roadway widening and reconstruction to provide two lanes in each direction separated by a median, bicycle and pedestrian accommodations, and intersection improvements. Increased capacity of IL 31 would improve operations for both the signalized and unsignalized intersections. Funding for Phase R engineering is included in the Department's Fiscal Year 2018 — 2023 Proposed Highway Improvement Program. Speedway Gas Station ��011� McHenry, Illinois 6 Crash Analysis KLOA, Inc. obtained crash data from ID for the most recent available five years (2011 to 2015) for the intersections of IL 31 with Albany Street/Prime Parkway and Dayton Street. The crash data for the intersection of 1L 31 with Albany Street/Prime Parkway is summarized in Table 1. A review of the crash data indicated the following: • The intersection of IL 31 with any Street/Prime Parkway experienced an average of less than seven crashes per year, most of which were rear end crashes. kI t • The intersection of IL 31 with Dayton Street experienced only six crashes between 2011 and 2015, four of which were rear end accidents. • No fatalities were reported at either of the study area intersections. Table 1 TL 31 WTTH ALBANY STREET/PRIME PARKWAY — CRASH SUMMARY DISCLAIMER: The motor vehicle crash data referenced herein was provided by the Illinois Department of Transportation. Any conclusions drawn from analysis of the aforementioned data are the sole responsibility of the data recipient(s). Speedway Gas Station McHenry, Illinois In order to properly evaluate future traffic conditions in the surrounding area, it was necessary to determine the traffic characteristics of the proposed development, including the directional distribution and volumes of traffic that it will generate. Proposed Site and Development Plan As proposed, the site will be developed with a Speedway gas station with 16 passenger vehicle fueling positions, two (2) truck fueling positions, and an approximately 4,600 square -foot convenience store. In addition, approximately 27 passenger vehicle parking spaces and two truck parking spaces will be provided. In order to provide more efficient access to and from IL 31, particularly via the signalized intersection at Albany Street/Prime Parkway, a north -south private roadway will be located along the east side of the site connecting Dayton Street with Albany Street. This roadway will provide one lane in each direction and its approaches at Dayton Street will be wide enough to accommodate truck turning movements. Access to the development will be provided via the following: • Right In/Right-Out Access Drive. A restricted access drive will be located approximately 200 feet south of Dayton Street on IL 31. This access drive will provide one inbound lane and one outbound lane with turning movements restricted to right -turns only via a raised triangular island and appropriate signage. Outbound movements will be under stop sign control. This access drive will provide access to the passenger vehicle fueling positions and convenience store only, which will limit the on -site interaction between passenger vehicles and trucks. Given the proximity of the access drive within the taper of the existing right -turn lane at Dayton Street, the turn lane should be extended to provide a right -turn lane. • Passenger Vehicle Access Drive. Afull-movement access drive off Dayton Street that will be located approximately 150 feet east of IL 31. This access drive will provide one inbound lane and one outbound lane with outbound movements under stop sign control. This access drive will serve the passenger vehicle fueling positions and the convenience store. • Outbound Truck Access Drive. An outbound -only access drive off Dayton Street will be located approximately 325 feet east of IL 31. The truck fueling positions and two truck parking spaces will be located along this one-way access drive which will therefore be restricted to trucks only. The access drive will be wide enough to accommodate outbound truck movements and will be under stop sign control. • Inbound Truck Access Drive. An inbound -only access drive off the north -south private roadway will be restricted to trucks entering the truck fueling positions. The intersection will be wide enough to accommodate truck turning movements from the north and the south. A site plan depicting the proposed development layout and access is included in the Appendix. Speedway Gas Station KLO, McHenry, Illinois 9 Directional Distribution The directions from which customers and employees of the proposed Speedway gas station will approach and depart the site were estimated based on existing travel patterns, as determined from the traffic counts. Figure 5 illustrates the directional distribution of the development -generated traffic. Peak Hour Traffic Volumes The number of peak hour trips estimated to be generated by the propo��ed Speedway gas station was based on vehicle trip generation rates contained in Trip Generation Manual, 9'h Edition, published by the Institute of Transportation Engineers (ITE). The "Gas Station with Convenience Store" (Land -Use Code 945) rate was used for the passenger vehicle fueling positions. The trip generation for the truck fueling stations was based on information previously provided, which indicates that the fueling of one truck takes approximately 15 minutes. As such, two truck fueling stations will process approximately eight trucks per hour. It is important to note that surveys conducted by ITE have shown that approximately 60 percent of trips made to gas stations are diverted from the existing traffic on the roadway system inclusive of both passenger vehicles and tucks. This is particularly true during the weekday morning and evening peak hours when traffic is diverted from the home:40-work and work -to -home trips. Such diverted trips are referred to as pass -by traffic. As such, a 60 percent pass -by reduction was applied to the trips projected to be generated by the proposed development. Table 2 summarizes the trips projected to be generated by the proposed development and Table 3 summarizes the equations utilized from the ITE Trip Generation Manual. Speedway Gas Station McHenry, Illinois 1 11 Table 2 PROJECTED SITE -GENERATED TRAFFIC VOLUMES Gas Station with 945 Convenience Store 82 81 163 108 108 216 204 (16 Fueling Positions) 2 Truck Fueling Positions 8 8 16 8 8 16 384 60% Pass By Reduction -54 -54 408 -70 -70 -140 -1. 792 Total New Trips 36 35 71 46 46 92 1,196 Table 3 PROJECTED SITE -GENERATED TRAFFIC VOLUMES - ATIONS Gas Station with 945 Convenience Store T = 10.16(X) T (Fueling Positions) T = Number of Trips X = Fueling Positions Speedway Gas Station McHenry, Illinois Y The total projected traffic volumes include the existing traffic volumes, increase in background traffic due to growth, and the traffic estimated to be generated by the proposed subject development. Development Traffic Assignment The estimated weekday morning and evening peak hour traffic volumes that will be generated by the proposed development were assigned to the roadway system in accordance with the previously described directional distribution (Figure 5). Figure 6 illustrates the traffic assignment of the new vehicle trips and Figure 7 illustrates the traffic assignment of the pass -by trips generated by the proposed development. Background (No -Build) Traffic Conditions The existing IL 31 traffic volumes (Figure 4) were increased by a regional growth factor to account for the increase in existing traffic related to regional growth in the area (i.e., not attributable to any particular planned development). Based on ADT projections provided by the Chicago Metropolitan Agency for Planning (CMAP) in a letter dated March 8, 2018, an increase 'of approximately 16 percent over six years (buildout year plus five years) was applied to project Year 2024 conditions. It should be noted that this increase is based on the assumption that the West McHenry Bypass will not be built in order to provide a conservative (worst -case) scenario. A copy of the CMAP 2040 projections letter is included in the Appendix. Total Projected Traffic Volumes The development -generated traffic (Figures 6 and 7) were added to the existing traffic volumes increased by a regional growth factor to determine the Year 2024 total projected traffic volumes as illustrated in Figure 8. Speedway Gas Station ��O McHenry, Illinois 13 � �. 14 Speedway McHenry, Illinois 1mT vi OHO` NOT TO SCALE �o 1 1 } IL XX (79) } ��� ?° /� ♦♦ DAYTON 1 t31 i • 'STREET 29 (31) 4? P P SITE ° . I � I vie I 1 I I � 1 I � 1 I ; I LEGEND 00 - AM PEAK HOUR (7:15-8:15 AM) (00) - PM PEAK HOUR (4:15-5:15 PM) Total Projected Traffic Volumes Kenfg,L� Hera.Abaona.lnc. Job No: 18-045 Figure: 6 16 The following provides an evaluation conducted for the weekday morning and weekday evening peak hours. The analysis includes conducting capacity analyses to determine how well the roadway system and access drives are projected to operate and whether any roadway improvements or modifications are required. Traffie,�_Analyses .. Roadway and adjacent or nearby intersection analyses were performed for the weekday morning and weekday evening peak hours for the existing (Year 2018) and Year 2024 total projected traffic volumes. The traffic analyses were performed using the methodologies outlined in the Transportation Research Board's Highway Capacity Manual (HCM), 2010 and analyzed using the Synchro/SimTraffic 9 software. The analysis for the traffic -signal controlled intersections were accomplished using actual cycle lengths, phasings and offsets to determine the average overall vehicle delay and levels of service. Synchro/SimTraffic 9 software was utilized to accurately represent the operations of the existing and proposed unsignalized intersections within proximity of the signalized intersection of IL 31 with Albany Street/Prime Parkway. The analyses for the unsignalized intersections determine the average control delay to vehicles at an intersection. Control delay is the elapsed time from a vehicle joining the queue at a stop sign (includes the time required to decelerate to a stop) until its departure from the stop sign and resumption of free flow speed. The methodology analyzes each intersection approach controlled by a stop sign and considers traffic volumes on all approaches and lane characteristics. The ability of an intersection to accommodate traffic flow is expressed in terms VI I of service, which is assigned a letter from A to F based on the average control delay experienced by vehicles passing through the intersection. The Highway Capacity Manual definitions for levels of service and the corresponding control delay for signalized intersections and unsignalized intersections are included in the Appendix of this report. Summaries of the traffic analysis results showing the level of service and overall intersection delay (measured in seconds) for the existing and Year 2024 total projected conditions are presented in Tables 4 and 5. A discussion of each intersection follows. Summary sheets for the capacity analyses are included in the Appendix. Speedway Gas Station KLO McHenry, Illinois 17 �— uRtto Utz Q Q Q vi d d V') UN UN A� C4 N I I U U A A a z 0 I O oc G1 O G4 \D N N M N N N N �o en M a U U U A knto M H rn r a1 � + a °6 � m W ~ A rn W)i a H I 'N I I Q A A W A x a00 d d N o m �01 H W ai W M W c rr� v, a U A U A a a a a rA In U b En to to • a A U Table 5 CAPACITY ANALYSIS RESULTS — UNSIGNALIZED Existing Conditions IL 31 with Dayton Street • Westbound Approach • Southbound Left Turns Year 2024 Projected Conditions II, 31 with Dayton Streets • Westbound Approach • Southbound Left Turns C 16.3 B 10.1 E 34.3 IL 31 with Proposed Right-In/Right-Out Access Drive • Westbound Approach C 16.1 Dayton Street with Proposed Passenger Vehicle Access Drive • Northbound Approach A Dayton Street with Proposed Truck Access Drive 9.7 F 75.2 C 20.5 F 99.9+ E 46.6 F 99.9+ A 9.3 • Westbound Approach B 10.8 B 10.3 LOS = Level of Service Delay is measured in seconds. Note: All intersections operate under two-way stop sign control 1 — Assuming the provision of a two-lane westbound approach. Speedway Gas Station KL�,�i McHenry, Illinois 19 Discussion and Recommendations The following summarizes now the intersections are projected to operate and identifies any roadway and traffic control improvements necessary to accommodate the development -generated traffic. IL 31 with Albany Street/Prime Parkway The results of the capacity analyses indicate that this intersection currently operates at an overall Level of Service (LOS) C during the weekday morning and evening peak hours' Observations of this intersection show that queuing currently occurs along IL 31 but clears within a single cycle. Minor movements generally clear the intersection within a single cycle during both peak hours as well. Under proj ected conditions, this intersection will continue to operate at LOS C during the morning peak hour and at LOS D during the evening peak hour. The increases in delay can primarily be attributed to the increase in background traffic growth of the through traffic on IL 31. The westbound single lane approach will continue to accommodate traffic volumes and operate at acceptable levels of service. Furthermore, the through movements on IL 31 will operate at LOS D during both peak hours. While queuing of through traffic will continue to occur, the queues will clear the intersection during both the morning and evening peak hours. Furthermore, as previously described, the potential roadway improvements for the West McHenry Bypass Route and IL 31 highway improvements will improve future traffic conditions along the IL 31 corridor by decreasing the projected traffic growth or increasing capacity of the roadway. IL 31 with Dayton Street The results of the capacity analyses show that this intersection operates at LOS C during the morning peak hour and LOS F during the evening peak hour. These levels of service can be expected when a minor roadway intersects a major roadway like IL 31 under stop sign control. Observations of the intersection and a review of the traffic counts show that a limited number of vehicles choose to turn left onto IL 31 at this intersection during the peak hours. However, those that do were often observed to utilize the existing striped median to complete their maneuver in order to reduce delay. It should be noted that additional gaps in traffic are created by the signalized intersections to the north and south at Shamrock Lane and Albany Street/Prime Parkway, respectively, which were not taken into account in the results of the analyses. Speedway Gas Station McHenry, Illinois Under projected conditions with the development of the site, the average delays experienced by the inbound and outbound maneuvers at this intersection will increase resulting in LOS E and F during the morning and evening peak hours, respectively. Given the proximity of the access drives and distance to the signalized intersection at Albany Street/Prime Parkway, it is anticipated that a large portion of site traffic desiring to turn left onto IL 31 will do so at Albany Street via the proposed North -South Private Roadway. However, in order to significantly improve the operations and decrease the delay at Dayton Street, consideration should be given to the widening of Dayton Street to allow for an exclusive left -turn and an exclusive right -turn outbound lane. The lanes should extend approximately 150 feet east of IL 31. In order to reduce conflicts with the proposed right-in/right-out access drive off IL 31, the northbound right -turn lari on IL 31 should be extended through the access drive to remove the right-in/right-out from the influence of the taper. Furthermore, the results of the analyses indicate that the existing southbound left -turn lane with approximately 180 feet of storage will continue to accommodate the projected southbound left - turn movements during the morning and evening peak hours. IL 31 with Proposed Right-In/Right-OutAccess Drive The results of the capacity analysis indicate that this access drive will operate at LOS C during the morning peak hour and LOS F during the evening peak hour, which can be expected given the high volume of traffic along IL 31. However, due to the proximity of the access drive to the traffic signal at Albany Street, additional gaps are created in the IL 31 traffic stream allowing more vehicles to exit than represented by the results of the analyses. When the projected right -turn traffic volumes are compared to the turn lane warrant guidelines published in Chapter 36 of the IDOT Bureau of Design and Environment (BDE) Manual, an exclusive right -turn lane is warranted during the evening peak hour. This right -turn lane should be an extension of the existing right -turn lane at Dayton Street. Proposed North -South Private Roadway In order to improve access to and from IL 31, a connection from Dayton Street to Albany Street will be provided. To promote the use of this connection, signage should be provided on site and at the Dayton Street proposed access drives to divert the traffic to Albany Street and its signalized intersection with IL 31. This roadway will provide one lane in each direction with outbound movements under stop sign control at its approaches to Dayton Street and Albany Street. Given the limited traffic on Dayton Street and Albany Street, both intersections will operate at acceptable levels of service. Daytoiz Street Access Drives The results of the capacity analysis indicate that the two access drives will operate at good levels of service during the peak hours. Speedway Gas Station McHenry, Illinois Based on the preceding analyses and recommendations, the following conclusions have been made: • The traffic prof ected to be generated by the proposed Speedway gas station will be reduced due to pass -by or diverted trips from the existing traffic on IL 31. • The proposed access system will be adequate in accommodating the traffic projected to be generated by the proposed development and will limit the number of conflicts between passenger vehicle- and truck -generated trips while providing efficient and flexible access. • In order to reduce the delays at the intersection of IL 31 with Dayton Street, the westbound approach should be widened to allow for an exclusive left -turn lane and an exclusive right - turn lane. • When the projected traffic volumes are compared to the turn -lane warrant guidelines published in Chapter 36 of the IDOT BDE Manual, a northbound right -turn lane on IL 31 at the proposed right-in/right-out access drive will be warranted during the evening peak hour. This turn lane should be provided in conjunction with the extension of the existing right -turn lane at Dayton Street. • The provision of a roadway between Dayton Street and Albany Street will increase access flexibility and reduce the traffic on Dayton Street. • Signage should be provided on site directing exiting customer traffic to the traffic signal at the intersection of IL 31 with Albany Street/Prime Parkway. Speedway Gas Station KLO,�i� McHenry, Illinois 22 Traffic Count Summary Sheets Site Plan Level of Service Criteria Capacity Analysis Summary Sheets Traffic Count S Sheets KL 'r=�7gr UndE OPARM Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400 Rosemont, Illinois, United States 50018 (847)518-9990 Turning Movement Data Count Name: IL 31 and Albany Street Site Code: Start Date: 02/22/2018 Page N0: 1 Start Time U-Tum Left Prim Parkway Eastbound Thru Right Peds Total U-Tum Left Albany Sheet Westbound Thru Right Peds Total U-Tum Left IL 31 Northbound Thru Right Peds App, Total U-Turn LeR IL 31 Souhbound Thru Right Peds App, Total Int. Total 6:30 AM 0 5 0 7 0 12 0 5 0 3 0 8 0 54 137 5 0 196 0 2 235 53 0 290 606 6:45 AM 0 4 2 8 0 14 0 6 0 2 0 8 0 64 142 9 0 215 0 5 209 46 0 26D 497 Hourly Total 0 9 2 15 0 26 0 11 0 5 0 16 0 118 279 14 0 411 0 7 444 99 0 550 1003 7:00 AM 0 13 2 9 0 24 0 3 0 0 0 3 0 32 141 3 0 176 0 6 196 37 0 239 442 7:15 AM 0 6 0 7 0 13 0 2 1 0 0 3 1 74 129 7 a 211 0 7 256 34 0 297 524 7:30 AM 0 11 1 6 0 18 0 3 0 2 0 5 0 72 143 1 0 216 0 9 226 32 0 267 506 7:45 AM 0 2 0 6 0 8 0 4 1 2 0 7 0 90 202 8 0 300 0 6 204 83 0 293 608 Hourly Total 0 32 3 28 a 63 0 12 2 4 0 18 1 268 615 19 0 903 0 28 882 186 a 1096 2080 8:00 AM 0 13 2 13 0 28 0 5 2 5 0 12 0 52 138 5 0 195 0 a 211 33 0 252 487 8:15 AM 0 8 0 8 0 16 0 5 2 3 0 10 0 41 172 5 0 218 0 8 187 30 0 225 469 8:30 AM 0 7 1 16 0 24 0 3 1 4 0 8 0 38 149 5 0 192 0 2 172 20 0 194 418 8:45 AM 0 8 0 20 0 28 0 2 0 2 0 4 0 36 166 6 0 208 0 3 179 26 0 208 448 Hourly Total 0 36 3 57 0 96 0 15 5 14 0 34 0 167 625 21 0 813 0 21 749 109 0 879 1822 BREAK"" 4:00 PM 0 37 0 107 0 144 0 12 2 42 0 56 0 25 222 0 0 247 0 5 216 12 0 233 680 4:15 PM 0 39 0 50 0 89 0 8 1 9 0 18 0 16 266 3 0 285 0 2 203 14 0 219 611 4:30 PM 0 50 0 73 0 123 0 19 2 5 0 26 0 14 233 1 0 - 248 0 1 229 16 0 246 643. 4:45 PM 0 36 1 53 0 90 0 11 0 2 0 13 0 29 256 1 0 286 0 0 196 21 0 217 608 Hourly Total 0 162 1 283 0 446 0 50 5 58 0 113 0 84 977 5 0 1056 0 - 8 844 63 0 915 2540 5:00 PM 0 82 1 87 0 170 0 15 0 14 0 29 0 17 216 1 0 234 0 2 241 9 0 252 685 5:15 PM 0 33 0 52 0 85 0 4 2 7 0 13 0 13 264 4 0 281 0 1 224 11 0 236 615 5:30 PM 0 29 0 60 0 89 0 4 0 4 0 8 0 16 195 1 0 212 0 0 191 15 0 206 515 5:45 PM 0 32 0 31 0 63 0 4 0 3 0 7 0 20 220 4 0 244 0 0 162 23 0 185 499 Hourly Total 0 176 1 230 0 407 0 27 2 28 0 57 0 66 895 10 0 971 0 3 818 58 0 879 2314 6:00 PM 0 42 1 29 0 72 0 0 0 5 0 5 0 8 203 1 0 212 0 1 211 5 0 217 506 6:15 PM 0 14 0 20 0 34 0 2 0 1 0 3 0 15 206 0 0 221 0 0 181 7 0 188 446 Grand Total 0 471 11 662 0 1144 0 117 14 115 0 246 1 726 3800 70 0 4597 0 68 4129 527 0 4724 10711 Approach % 0,0 41.2 1.0 57,9 0.0 47,6 5.7 46.7 0,0 15.8 82,7 1,5 - 0,0 1.4 87,4 11.2 - Total% 0,0 4.4 CIA 6,2 1V 0,0 1,1 0.1 1.1 2,3 0,0 6,8 35,5 0,7 42.9 0.0 0,6 38,5 4,9 44.1 Lights 0 456 8 625 1089 0 101 10 104 215 1 694 3677 60 4432 0 66 4002 511 - 4579 10315 % Lights 96,8 72,7 94,4 95.2 86.3 71.4 90.4 87.4 100.0 95,6 96.8 85.7 96.4 97A 96,9 97.0 - 96,9 96.3 Buses 0 1 0 3 4 0 6- 1 4 11 0 1 26 1 28 0 0 18 4 22 65 % Buses 0,2 0,0 0,5 03 5.1 7A 3.5 4,5 0.0 0A 0,7 1.4 0,5 0,0 0,4 0.8 0,5 0.6 Single -Unit Trucks 0 7 3 11 21 0 2 1 5 8 0 10 68 6 84 0 2 59 3 - 64 177 % Single -Unit Trucks 1,5 27,3 1,7 - 1,8 - 1.7 7,1 4.3 - 3.3 0.0 1,4 1,8 8.6 - 1.6 - 2,9 1.4 0,6 - 1,4 1.7 Articulated Trucks 0 7 0 23 30 0 8 2 2 12 0 21 29 3 53 0 0 50 9 59 154 Articulated _ 1.5 0.0 3.5 - 2.6 - 6.8 14.3 1.7 - 4.9 0.0 2.9 0.6 4.3 - 1.2 - 0.0 1.2 1.7 - - 1.2 1.4 Trucks Bicycles on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D 0 Bicycles on _ 0.0 D.0 0.0 - 0.0 - 0.0 0.0 D.0 - 0.0 0.0 0.0 0.0 0.0 - D.0 - D.0 0.0 0.0 - D.0 0.0 Road Pedestrians 0 0 0 0 Pedestrians WL Kwilg, Lfndon v O'H2ra,Aboona, Ino Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400 Rosemont, Illinois, United States 60018 (847)518-9990 Count Name: IL 31 and Albany Street Site Code: Start Date: 02/22/2018 Page No: 3 Start Time U-Tum Left Prim Parkway Eastbound Thnl Right Peds App. Total U-Tum Turning Movement Albany Street Westbound Left Thu Right Peds Peak Hour App. Total U-Tum Data Left (7:15 AM) IL 31 Northbound Thru Right Peds App. Total U•Tum Left IL 31 Southbound Thru Right Peds App. Total Int, Total 7:15 AM 0 6 0 7 0 13 0 2 1 0 0 3 1 74 129 7 0 211 0 7 256 34 0 297 524 7:30 AM 0 11 1 6 0 18 0 3 0 2 0 5 0 72 143 1 0 216 0 9 226 32 0 267 506 7:45 AM 0 2 0 6 0 8 0 4 1 2 0 7 0 90 202 8 0 300 0 6 204 83 0 293 608 8:00 AM 0 13 2 13 0 28 0 5 2 5 0 12 0 52 138 5 0 195 0 8 211 33 0 252 487 Total 0 32 3 32 0 67 0 14 4 9 0 27 1 288 612 21 0 922 0 30 897 182 0 1109 2125 Approach % 0,0 47.8 4.5 47.8 0.0 51,9 14,8 33.3 0.1 312 66.4 2.3 0.0 23 80,9 16.4 Total % 0,0 1.5 0.1 1,5 32 0,0 0,7 0.2 0,4 1.3 0,0 13.6 28.8 1.0 43.4 0.0 1.4 42,2 8,6 52,2 PHF 0.000 0,615 0,375 0.615 0,598 0,000 0,700 0,500 0,450 0,563 0,250 0,800 0,757 0,655 0.768 0,000 0,833 0,876 0,548 0,934 0,874 Lights 0 29 1 26 56 0 9 4 3 16 1 278 578 17 874 0 29 860 179 1068 2014 Lights 90.6 33.3 813 83,6 64,3 100,0 33,3 59.3 100,0 96,5 94.4 81.0 94.8 963 95,9 98,4 96.3 94.8 Buses 0 0 0 1 1 0 3 0 2 5 0 0 8 0 8 0 0 4 2 6 20 % Buses 0.0 0.0 3.1 1,5 21,4 0.0 22,2 18.5 0.0 0.0 1.3 0.0 0,9 0,0 0.4 1.1 0.5 0.9 Single -Unit Trucks 0 2 2 1 5 0 1 0 2 3 0 2 17 2 21 0 1 18 0 19 48 % Single -Unit Trucks _ 6.3 66,7 3.1 - 7.5 - 7A 0,0 22,2 - 11.1 0.0 0.7 2.8 9.5 - 2.3 - 3.3 2.0 0.0 - 1,7 2,3 Articulated Trucks 0 1 0 4 5 0 1 0 2 3 0 8 9 2 19 0 0 15 1 16 43 Articulated Trucks 3.1 0.0 12.5 - 7,5 - 7.1 0,0 22,2 - 11A 000 2,8 1.5 9.5 - 2A - 0,0 1,7 0.5 - 1.4 2.0 Bicycles on Road 0 0 0 0 0 0 a 0 0 0 0 0 0 a 0 0 0 0 0 0 0 Bicycles on Road 0.0 0,0 0.0 - 0,0 - 0.0 0,0 0,0 - 0,0 0,0 0,0 0,0 0,0 - 0.0 - 0,0 0,0 0,0 - 0.0 0.0 Pedestrians 0 0 0 0 % Pedestrians KL 'sr WeeU�ae�,�or�ra.aeoo�.�nc Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400 Rosemont, Illinois, United States 60018 (847)518-9990 Count Name: IL 31 and Albany Street Site Code: Start Date: 02/22/2018 Page No: 4 Start Time U-Tum Left Prim Parkway Eastbound Thru Right Peds Total U-Tum Turning Movement Albany Street Westbound Left Thru Right Peds Peak Total Hour U-Tum Data Left (4:15 PM) IL 31 Northbound Thru Right Peds Total U-Turn Left IL 31 Southbound Thru Right Peds Total Int. Total 4:15 PM 0 39 0 50 0 89 0 8 1 9 0 18 0 16 266 3 0 285 0 2 203 14 0 219 611 4:30 PM 0 50 0 73 0 123 0 19 2 5 0 26 0 14 233 1 0 248 0 1 229 16 0 246 643 4:45 PM 0 36 1 53 0 90 0 11 0 2 0 13 0 29 256 1 0 286 0 0 196 21 0 217 606 5:00 PM 0 82 1 87 0 170 0 15 0 14 0 29 0 17 216 1 0 234 0 2 241 9 0 252 685 Total 0 207 2 263 0 472 0 53 3 30 0 86 0 76 971 6 0 1053 0 5 869 60 0 934 2545 Approach % 040 43,9 44 55,7 0.0 61.6 3,5 34,9 0.0 72 92,2 0,6 0,0 0,5 93,0 6,4 - Total % 0.0 8.1 0A 10.3 18,5 0,0 21 0.1 1.2 3.4 0.0 10 382 0.2 41.4 0,0 0,2 341 2.4 36.7 PHF 0,000 0,631 0,500 0,756 0,694 0,000 0,697 0,375 0,536 0.741 0,000 0,655 0,913 0,500 0,920 0,000 0,625 0,901 0,714 0,927 0,929 Lights 0 203 2 253 458 0 51 1 30 82 0 68 955 5 1028 0 5 844 58 - 907 2475 %Lights 98.1 100,0 96,2 97,0 96.2 33,3 100,0 95.3 89,5 98,4 83.3 97,6 100.0 97.1 96,7 97A 97,2 Buses 0 0 0 1 1 0 1 0 0 1 0 1 6 1 8 0 0 4 0 4 14 Buses 0,0 0,0 0.4 0.2 1.9 0,0 060 1.2 13 0.6 16.7 0.8 0.0 0.5 0.0 0.4 0.6 Single -Unit Trucks 0 1 0 3 4 0 0 0 0 0 0 2 9 0 11 0 0 13 0 - 13 28 % Single -Unit Trucks _ 0.5 0.0 11 - 0.8 - 0.0 0.0 0.0 - 0,0 - 2,6 0.9 040 - 1,0 0,0 1,5 060 - 1,4 1.1 Articulated Trucks 0 3 0 6 9 0 1 2 0 3 0 5 1 0 6 0 0 8 2 10 28 %Articulated Trucks _ 1,4 0.0 2.3 - 1,9 - 1,9 66,7 0,0 - 3,5 - 6,6 0.1 000 - 0.6 - 0,0 0,9 32 - 1A 1.1 Bicycles on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - 0 0 % Bicycles on Road _ 0,0 0.0 0,0 - 0,0 - 0,0 0,0 0,0 - 000 - 0,0 0.0 0.0 - 0.0 - 0,0 0,0 0,0 - 0,0 0,0 Pedestrians 0 0 0 0 % Pedestrians KL tlScvl7g,Undgmn,OPmAbc4mnOaInmI\ Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400 Rosemont, Illinois, United States 60018 (847)518-9990 Turning Movement Data Count Name: IL 31 and Dayton Street Site Code: Start Date: 02/22/2018 Page No: 1 StartTime U-Tum Left Dayton St Westbound Right Peds App. Total U-Tum Thru IL 31 Northbound Right Peds App, Total U-Tum Left IL 31 Soulhbound Thru Peds App, Total Int. Total 6:30 AM 0 0 4 0 4 0 133 4 0 137 0 12 287 0 299 440 6:45 AM 0 0 2 0 2 0 152 4 0 155 0 31 262 0 293 451 Houdy Total 0 0 6 0 6 0 285 8 0 293 0 43 549 0 592 891 7:00 AM 0 0 2 0 2 0 142 5 0 147 0 17 238 0 255 404 7:15 AM 0 0 2 0 2 0 132 4 0 136 0 13 296 0 309 447 7:30 AM 0 3 7 0 10 0 146 7 0 153 0 20 272 0 292 455 7:45 AM 0 0 11 0 11 0 199 9 0 208 0 27 294 0 321 540 Houdy Total 0 3 22 0 25 0 619 25 0 644 0 77 1100 0 1177 1846 8:00 AM 0 0 4 0 4 0 142 12 0 154 0 11 251 0 262 420 8:15 AM 0 0 8 0 8 0 173 5 0 178 0 17 217 0 234 420 8:30 AM 0 1 5 0 6 0 138 17 0 155 0 16 200 0 216 377 8:45 AM 0 0 9 0 9 0 170 12 0 182 0 18 208 0 226 417 Hourly Total 0 1 26 0 27 0 623 46 0 669 0 62 876 0 938 1634 BREAK"* 4:00 PM 0 4 21 0 25 0 301 4 0 305 0 3 233 0 236 566 4:15 PM 0 1 11 0 12 0 316 1 0 317 0 0 223 0 223 552 4:30 PM 0 1 38 0 39 0 294 1 0 295 0 1 255 0 256 590 4:45 PM 0 1 8 0 9 0 298 0 0 298 1 2 213 0 216 523 Houdy Total 0 7 78 0 85 0 1209 6 0 1215 1 6 924 0 931 2231 5:00 PM 0 0 19 0 19 0 304 2 0 306 0 3 259 0 262 587 5:15 PM 0 0 9 0 9 0 313 1 0 314 0 2 223 0 225 548 5:30 PM 0 0 7 0 7 0 236 1 0 237 0 1 211 0 212 456 5:45 PM 0 0 5 0 5 0 246 0 0 246 0 1 177 0 178 429 Houdy Total 0 0 40 0 40 0 1099 4 0 1103 0 7 870 0 877 2020 6:00 PM 0 2 3 0 5 0 246 1 0 247 0 0 215 0 215 457 6:15 PM 0 0 3 0 3 0 226 0 0 226 0 1 180 0 181 410 Grand Total 0 13 178 0 191 0 4307 90 0 4397 1 196 4714 0 4911 9499 Approach % 0.0 6.8 93.2 0.0 98.0 2.0 w 0.0 4.0 96.0 Total % 0.0 0.1 1.9 2.0 0.0 45.3 0.9 46.3 0.0 2A 4996 5197 Lights 0 12 160 172 0 4172 77 4249 1 182 4567 4750 9171 % Lights 92.3 89.9 90.1 w 96.9 85.6 96.6 100.0 92.9 96.9 96.7 96.5 Buses 0 0 11 11 0 23 10 33 0 11 18 29 73 % Buses 0.0 6.2 5.8 0.5 11.1 0.8 0.0 5.6 0.4 0.6 0.8 Single -Unit Trucks 0 1 3 4 0 77 1 78 0 2 80 82 164 % Single -Unit Trucks 7.7 1.7 2A 1.8 1.1 1.8 0.0 1.0 1.7 1.7 1.7 Articulated Trucks 0 0 4 4 0 35 2 37 0 1 49 50 91 % Articulated: Fu.ks 0.0 2.2 2.1 w 0.8 2.2 0.8 0.0 0.5 1.0 1.0 1.0 Bicycles on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 K Ifdenig,Ltndgran,8'H¢ra,Abebna, Ina Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400 Rosemont, Illinois, United States 60018 (847)518-9990 Count Name: IL 31 and Dayton Street Site Code: Start Date: 02/22/2018 Page No: 3 Start Time U-Turn Left Dayton St Westbound Right Peds Turnin App, Total Movement Peak Hour IL 31 Northbound U-Turn Thru Right Data (7:15 Peds AM) App. Total U-Tum Left IL 31 Southbound Thru Peds App, Total Int, Total 7:15 AM 0 0 2 0 2 0 132 4 0 136 0 13 296 0 309 447 7:30 AM 0 3 7 0 10 0 146 7 0 153 0 20 272 0 292 455 7:45 AM 0 0 11 0 11 0 199 9 0 208 0 27 294 0 321 540 8:00 AM 0 0 4 0 4 0 142 12 0 154 0 11 251 0 262 420 Total 0 3 24 0 27 0 619 32 0 651 0 71 1113 0 1184 1862 Approach % 0.0 11A 88,9 0.0 95A 4.9 0,0 6.0 94,0 - - - Total % 0,0 0.2 1.3 1.5 0'0 33.2 1.7 35.0 0,0 3,8 59,8 63.6 PHF 0,000 0,250 0,545 0,614 0.000 0,778 0,667 0,782 0,000 0,657 0,940 0,922 0,852 Lights 0 2 19 21 0 585 26 611 0 67 1074 - 1141 1773 % Lights 66.7 79,2 77.8 94.5 81.3 93,9 94.4 96.5 - 96.4 9512 Buses 0 0 5 5 0 4 5 10 0 4 6 10 25 % Buses 0.0 20.8 18.5 0.6 18.8 1,5 5.6 0.5 0.8 1,3 Single -Unit Trucks 0 1 0 1 0 20 0 20 0 0 25 - 25 46 %Single -Unit Trucks 33.3 0.0 3.7 3.2 0,0 3A 0,0 2.2 - 2.1 2.5 Articulated Trucks 0 0 0 0 0 10 0 10 0 0 8 8 18 % Articulated Trucks 0.0 0,0 - 0.0 1.6 0.0 1,5 0.0 0.7 0,7 140 Bicycles on Road 0 0 0 0 0 0 0 0 0 0 0 - 0 0 % Bicycles on Road 0.0 0.0 0,0 0,0 0.0 0.0 0.0 0.0 - 0.0 040 Pedestrians 0 0 0 % Pedestrians KL KcnIMLIndgr OCPPA o, Inc. Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400 Rosemont, Illinois, United States 60018 (847)518-9990 Count Name: IL 31 and Dayton Street Site Code: Start Date: 02/22/2018 Page No: 4 Start Time U-Tum Left Dayton St Westbound Right Peds Turnin App. Total Movement Peak Hour IL 31 Northbound U-Tum Thru Right Data (4:15 Peds PM) App. Total U-Turn Left IL 31 Southbound Thru Peds App, Total Int Total 4:15 PM 0 1 11 0 12 0 316 1 0 317 0 0 223 0 223 552 4:30 PM 0 1 38 0 39 0 294 1 0 295 0 1 255 0 256 590 4:45 PM 0 1 8 0 9 0 298 0 0 298 1 2 213 0 216 523 5:00 PM 0 0 19 0 19 0 304 2 0 306 0 3 259 0 262 587 Total 0 3 76 0 79 0 1212 4 0 1216 1 6 950 0 957 2252 Approach % 0.0 3.8 96.2 w 090 99,7 0.3 0,1 0.6 99.3 Total % 0.0 0.1 3,4 3,5 0,0 53.8 0,2 54.0 0.0 0.3 42.2 42.5 PHF 0.000 0,750 0.500 0.506 0.000 0,959 0,500 0,959 0250 0.500 0,917 0,913 0,954 Lights 0 3 75 78 0 1195 4 1199 1 4 923 928 2205 % Lights 100,0 98.7 98.7 98,6 100,0 98,6 100,0 66.7 97.2 97,0 97,9 Buses 0 0 1 1 0 6 0 6 0 1 4 5 12 % Buses 0,0 1.3 13 0.5 0.0 0,5 0.0 16.7 0,4 0.5 0.5 Single -Unit Trucks 0 0 0 0 0 7 0 7 0 1 12 13 20 % Single -Unit Trucks 0,0 0.0 000 0,6 0,0 0,6 060 16.7 13 1.4 0.9 Articulated Trucks 0 0 0 0 0 4 0 4 0 0 11 11 15 % Articulated Trucks 0.0 0.0 0.0 03 0.0 0.3 0.0 0.0 1.2 1.1 0,7 Bicycles on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 % Bicycles on Road 0.0 0.0 0.0 w 0.0 0.0 0,0 0,0 0,0 0.0 0,0 0.0 Pedestrians 0 0 w w0 % Pedestrians Site Plan a� H A2 a2 a r Q DIMENSION PLAN NEW BUILD ROIAE7160AttgI5IAFEf NLI&tAYIXMIXIY NCIFNRY,L \ 83 — — — Txopni[u wa rmvstn¢r e II II DAYTON STREET _ N 63'iom 30'45m W •-249 7S E > sw•� B x / �_ - ay41 �- pm.f.; - I I yw pjm It ♦y I _j =€ I 0. I e _ Y. atia i tI I q.k aa Htr 4 fi k s s N63430'4VW 398,41' a 3 0 -IL 6 I m ^. Speedwa�,r �.ow.e r�.e..mn veq c Z s m o i�� na tumismaote �: wnats DAYTON STREET 3 gta �m I \i Z,% � 3 'a�4�a33Q33s o� . i of D i�nc6z� Sw� z €a m m ol � \ Mg s m s ,%It CE \ € = s>ol y gn Wf LMMC[111a ^ DIMENSION PLAN W4 CIVIL ENGINEERING, LLC. NEW BUILD Speedway.� 1Y6�� �Aa�..MCHEWNTY®o.,� d �: �::s wrn a °` ILC mNx t nP, Level of Service Criteria LEVEL OF SERVICE CRITERIA A Favorable progression. Most vehicles arrive during the green indication and travel through the intersection without stopping. B Good progression, with more vehicles stopping than for Level of Service A. C Individual cycle failures (i.e., one or more queued vehicles are not able to depart as a result of insufficient capacity during the cycle) may begin to appear. Number of vehicles stopping is significant, although many vehicles still pass through the intersection without stopping. D The volume -to -capacity ratio is high and either progression is ineffective or the cycle length is too long. Many vehicles stop and individual cycle failures are noticeable. E Progression is unfavorable. The volume -to -capacity ratio is high and the cycle length is long. Individual cycle failures are frequent. F The volume -to -capacity ratio is very high, progression is very poor, and the cycle length is long. Most cycles fail to clear the aueue. Source: C >15-25 D >25-35 E >35-50 F > 50 zoio. <_10 >80.0 Capacity Analysis Summary Sheets Lanes, Volumes, Timings 1: IL 31 & Prime Parkway/Albany Street 03/12/2018 Lane Configurations in + Traffic Volume (vph) 32 3 32 14 4 9 289 612 21 30 897 182 Future Volume (vph) 32 3 32 14 4 9 289 612 21 30 897 182 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 2000 1900 1900 2000 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 10 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 130 0 0 90 90 150 160 Storage Lanes 0 1 . 0 0 1 1 1 1 Taper Length (ft) 25 25 150 180 Lane Util, Factor 1.00 1.00 1.00 1.00 1.00 1.00 1200 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.956 0.850 0.850 Fit Protected 0,956 0.975 0.950 0.950 - Satd. Flow (prot) 0 1602 1357 0 1263 0 1736 1887 1267 1752 1923 1583 Fit Permitted 0.719 0.817 0.065 0.398 Satd. Flow (perm) 0 1205 1357 0 1059 0 119 1887 1267 734 1923 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 95 10 64 111 Link Speed (mph) 25 25 45 45 Link Distance (ft) 710 423 572 1008 Travel Time (s) 19A 11.5 8.7 15.3 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.87 0,87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 9% 67% 19% 36% 0% 67% 4% 6% 19% 3% 4% 2% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic N 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 0 40 37 0 31 0 332 703 24 34 1031 209 Turn Type Perm NA Perm Perm NA pm+pt NA Perm pm+pt NA Perm Protected Phases 4 8 5 2 1 6 Permitted Phases 4 4 8 2 2 6 6 Detector Phase 4 4 4 8 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 8.0 8.0 8.0 8.0 8.0 3.0 15.0 15.0 3.0 15.0 15.0 Minimum Split (s) 14.5 14.5 14.5 14.5 14.5 6.5 21.5 21.5 6.5 21.5 21.5 Total Split (s) 20.0 20.0 2060 2000 2050 2200 87.0 87.0 13.0 78.0 78.0 Total Split (%) 16.7% 16.7% 16.7% 16.7% 16.7% 18.3% 72.5% 72.5% 10.8% 65.0% 65.0% Yellow Time (s) 4.5 4.5 4.5 4.5 4.5 3.5 4.5 4.5 3.5 4.5 4.5 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 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) 6.5 6.5 6.5 3.5 6.5 6.5 3.5 6.5 6.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Min C-Min None C-Min C-Min Act Effct Green (s) 11.1 11.1 11.1 101.8 9406 94.6 83.1 74.6 74.6 Actuated g/C Ratio 0.09 0.09 0.09 0.85 0.79 0.79 0.69 0.62 0.62 18-045 - IL 31 Speedway -McHenry Synchro 9 Report AM Existing Lanes, Volumes, Timings 1: IL 31 & Prime Parkway/Albany Street 03/12/2018 ` 'k. v/c Ratio 0.36 0.18 0.29 0.88 0.47 0.02 0.06 0.86 0.20 Control Delay 59.6 1.8 44.6 56.5 7,6 0.0 3.8 29.1 5.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 59.6 1.8 44.6 56.5 7.6 0.0 3.8 29.1 5.6 LOS E A D E A A A C A Approach Delay 31.8 44.6 22.8 24.5 Approach LOS C D C C Queue Length 50th (ft) 30 0 15 186 212 0 4 656 31 Queue Length 95th (ft) 63 0 44 #356 302 0 10 #846 62 Internal Link Dist (ft) 630 343 492 928 Turn Bay Length (ft) 130 90 90 150 160 Base Capacity (vph) 135 236 128 379 1487 1012 613 1197 1027 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 0.30 0.16 0.24 0.88 0.47 0.02 0.06 0.86 0.20 Area Type: Other Cycle Length: 120 Actuated Cycle Length:120 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 90 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.88 Intersection Signal Delay: 24.3 Intersection LOS: C Intersection Capacity Utilization 83.2% ICU Level of Service E Analysis Period (min)15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. and Phases: 1: IL 31 &Prime Parkway/Albany Street 18-045 - IL 31 Speedway -McHenry Synchro 9 Report AM Existing HCM Unsignalized Intersection Capacity Analysis 2: IL 31 & Dayton Street 03/12/2018 _ _ sly Lane Configurations ' t r 11 + Traffic Volume (veh/h) 3 24 619 32 71 1113 Future Volume (Veh/h) 3 24 619 32 71 1113 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 Hourly flow rate (vph) 3 28 720 37 83 1294 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL None Median storage veh) 2 Upstream signal (ft) 1008 pX, platoon unblocked 0.84 0.84 0.84 vC, conflicting volume 2180 720 757 vC1, stage 1 conf vol 720 vC2, stage 2 conf vol 1460 vCu, unblocked vol 2310 571 615 tC, single (s) 6.7 6A 4.2 tC, 2 stage (s) 5.7 tF (s) 3.8 3.5 2.3 p0 queue free % 98 93 90 cM capacity (veh/h) 148 408 794 Volume Total 31 720 37 83 1294 Volume Left 3 0 0 83 0 Volume Right 28 0 37 0 0 cSH 349 1700 1700 794 1700 Volume to Capacity 0.09 0,42 0.02 0.10 0.76 Queue Length 95th (ft) 7. 0 0 9 0 Control Delay (s) 16.3 0.0 0.0 10.1 0.0 Lane LOS C B Approach Delay (s) 16.3 0.0 0.6 Approach LOS C roftedW Average Delay 0.6 Intersection Capacity Utilization 68.6% ICU Level of Service C Analysis Period (min) 15 18-045 - IL 31 Speedway -McHenry Synchro 9 Report AM Existing Lanes, Volumes, Timings 1: IL 31 & Prime Parkway/Albany Street * 103/12/2018 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Lane Width (ft) Grade (%) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Fit Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor Growth Factor Heavy Vehicles (%) Bus Blockages (#/hr) Parking (#/hr) Mid -Block Traffic (%) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All -Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead -Lag Optimize? Recall Mode Act Effct Green (s) Actuated g/C Ratio 207 207 1900 12 I 2 2 1900 12 0% 263 53 3 30 76 971 6 5 879 263 53 3 30 76 971 6 5 879 1900 1900 1900 1900 1900 2000 1900 1900 2000 12 12 12 12 12 12 10 12 12 0% 0% 0% 60 60 1900 12 0 130 0 0 90 90 150 160 0 1 0 0 1 1 1 1 25 25 150 180 1.00 1.00 1.00 1060 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.850 0.953 0.850 0.850 0.953 0.970 0.950 0.950 0 1776 1553 0 1678 0 1626 1961 1288 1805 1942 1568 0.677 0.528 0.101 UK 0 1261 1553 0 913 0 173 1961 1288 184 1942 1568 Yes Yes Yes Yes 227 20 59 59 25 25 45 45 710 423 572 1008 19,4 11.5 8.7 15.3 0.93 0.93 0.93 0.93 0.93 0,93 0.93 0.93 0.93 0.93 0.93 0.93 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 2% 0% 4% 4% 67% 0% 11% 2% 17% 0% 3% 3% 0 0 0 0 0 0 0 0 0 0 0 0 0 225 283 0 92 Perm NA Perm Perm NA 4 8 4 4 8 4 4 4 8 8 8.0 8.0 8.0 8.0 8.0 14.5 14.5 14.5 14.5 14.5 39.0 39.0 39.0 39.0 39,0 30.0% 30.0% 30.0% 30.0% 30.0% 4.5 4.5 4.5 4.5 4.5 2.0 2.0 2.0 2.0 2.0 0.0 0.0 0.0 6.5 6.5 6.5 None None None None None 28.8 28.8 28.8 0.22 0.22 0.22 0 82 1044 6 5 945 65 pm+pt NA Perm pm+pt NA Perm 5 2 1 6 2 2 6 6 5 2 2 1 6 6 3.0 15.0 15.0 3.0 15.0 15.0 6.5 21.5 21.5 6.5 21.5 21.5 13.0 78.0 78.0 13.0 78.0 78.0 10.0% 60.0% 60.0% 10.0% 60.0% 60.0% 3.5 4.5 4.5 3.5 4.5 4.5 0.0 2.0 2.0 0.0 2.0 2.0 0.0 0.0 0.0 0.0 0.0 0.0 3.5 6.5 6.5 3.5 6.5 6.5 Lead Lag Lag Lead Lag Lag Yes Yes Yes Yes Yes Yes None C-Min C-Min None C-Min C-Min 91.2 86.4 86A 85.5 77.4 77.4 0.70 0.66 0.66 0.66 0.60 0.60 8-045 - IL 31 Speedway 1-McHenry Synchro 9 Report PM Existing 60 60 1900 12 0 130 0 0 90 90 150 160 0 1 0 0 1 1 1 1 25 25 150 180 1.00 1.00 1.00 1060 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.850 0.953 0.850 0.850 0.953 0.970 0.950 0.950 0 1776 1553 0 1678 0 1626 1961 1288 1805 1942 1568 0.677 0.528 0.101 UK 0 1261 1553 0 913 0 173 1961 1288 184 1942 1568 Yes Yes Yes Yes 227 20 59 59 25 25 45 45 710 423 572 1008 19,4 11.5 8.7 15.3 0.93 0.93 0.93 0.93 0.93 0,93 0.93 0.93 0.93 0.93 0.93 0.93 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 2% 0% 4% 4% 67% 0% 11% 2% 17% 0% 3% 3% 0 0 0 0 0 0 0 0 0 0 0 0 0 225 283 0 92 Perm NA Perm Perm NA 4 8 4 4 8 4 4 4 8 8 8.0 8.0 8.0 8.0 8.0 14.5 14.5 14.5 14.5 14.5 39.0 39.0 39.0 39.0 39,0 30.0% 30.0% 30.0% 30.0% 30.0% 4.5 4.5 4.5 4.5 4.5 2.0 2.0 2.0 2.0 2.0 0.0 0.0 0.0 6.5 6.5 6.5 None None None None None 28.8 28.8 28.8 0.22 0.22 0.22 0 82 1044 6 5 945 65 pm+pt NA Perm pm+pt NA Perm 5 2 1 6 2 2 6 6 5 2 2 1 6 6 3.0 15.0 15.0 3.0 15.0 15.0 6.5 21.5 21.5 6.5 21.5 21.5 13.0 78.0 78.0 13.0 78.0 78.0 10.0% 60.0% 60.0% 10.0% 60.0% 60.0% 3.5 4.5 4.5 3.5 4.5 4.5 0.0 2.0 2.0 0.0 2.0 2.0 0.0 0.0 0.0 0.0 0.0 0.0 3.5 6.5 6.5 3.5 6.5 6.5 Lead Lag Lag Lead Lag Lag Yes Yes Yes Yes Yes Yes None C-Min C-Min None C-Min C-Min 91.2 86.4 86A 85.5 77.4 77.4 0.70 0.66 0.66 0.66 0.60 0.60 8-045 - IL 31 Speedway 1-McHenry Synchro 9 Report PM Existing 0.93 0.93 0.93 0.93 0.93 0,93 0.93 0.93 0.93 0.93 0.93 0.93 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 2% 0% 4% 4% 67% 0% 11% 2% 17% 0% 3% 3% 0 0 0 0 0 0 0 0 0 0 0 0 0 225 283 0 92 Perm NA Perm Perm NA 4 8 4 4 8 4 4 4 8 8 8.0 8.0 8.0 8.0 8.0 14.5 14.5 14.5 14.5 14.5 39.0 39.0 39.0 39.0 39,0 30.0% 30.0% 30.0% 30.0% 30.0% 4.5 4.5 4.5 4.5 4.5 2.0 2.0 2.0 2.0 2.0 0.0 0.0 0.0 6.5 6.5 6.5 None None None None None 28.8 28.8 28.8 0.22 0.22 0.22 0 82 1044 6 5 945 65 pm+pt NA Perm pm+pt NA Perm 5 2 1 6 2 2 6 6 5 2 2 1 6 6 3.0 15.0 15.0 3.0 15.0 15.0 6.5 21.5 21.5 6.5 21.5 21.5 13.0 78.0 78.0 13.0 78.0 78.0 10.0% 60.0% 60.0% 10.0% 60.0% 60.0% 3.5 4.5 4.5 3.5 4.5 4.5 0.0 2.0 2.0 0.0 2.0 2.0 0.0 0.0 0.0 0.0 0.0 0.0 3.5 6.5 6.5 3.5 6.5 6.5 Lead Lag Lag Lead Lag Lag Yes Yes Yes Yes Yes Yes None C-Min C-Min None C-Min C-Min 91.2 86.4 86A 85.5 77.4 77.4 0.70 0.66 0.66 0.66 0.60 0.60 8-045 - IL 31 Speedway 1-McHenry Synchro 9 Report PM Existing 0 225 283 0 92 Perm NA Perm Perm NA 4 8 4 4 8 4 4 4 8 8 8.0 8.0 8.0 8.0 8.0 14.5 14.5 14.5 14.5 14.5 39.0 39.0 39.0 39.0 39,0 30.0% 30.0% 30.0% 30.0% 30.0% 4.5 4.5 4.5 4.5 4.5 2.0 2.0 2.0 2.0 2.0 0.0 0.0 0.0 6.5 6.5 6.5 None None None None None 28.8 28.8 28.8 0.22 0.22 0.22 0 82 1044 6 5 945 65 pm+pt NA Perm pm+pt NA Perm 5 2 1 6 2 2 6 6 5 2 2 1 6 6 3.0 15.0 15.0 3.0 15.0 15.0 6.5 21.5 21.5 6.5 21.5 21.5 13.0 78.0 78.0 13.0 78.0 78.0 10.0% 60.0% 60.0% 10.0% 60.0% 60.0% 3.5 4.5 4.5 3.5 4.5 4.5 0.0 2.0 2.0 0.0 2.0 2.0 0.0 0.0 0.0 0.0 0.0 0.0 3.5 6.5 6.5 3.5 6.5 6.5 Lead Lag Lag Lead Lag Lag Yes Yes Yes Yes Yes Yes None C-Min C-Min None C-Min C-Min 91.2 86.4 86A 85.5 77.4 77.4 0.70 0.66 0.66 0.66 0.60 0.60 8-045 - IL 31 Speedway 1-McHenry Synchro 9 Report PM Existing 8.0 8.0 8.0 8.0 8.0 14.5 14.5 14.5 14.5 14.5 39.0 39.0 39.0 39.0 39,0 30.0% 30.0% 30.0% 30.0% 30.0% 4.5 4.5 4.5 4.5 4.5 2.0 2.0 2.0 2.0 2.0 0.0 0.0 0.0 6.5 6.5 6.5 None None None None None 28.8 28.8 28.8 0.22 0.22 0.22 0 82 1044 6 5 945 65 pm+pt NA Perm pm+pt NA Perm 5 2 1 6 2 2 6 6 5 2 2 1 6 6 3.0 15.0 15.0 3.0 15.0 15.0 6.5 21.5 21.5 6.5 21.5 21.5 13.0 78.0 78.0 13.0 78.0 78.0 10.0% 60.0% 60.0% 10.0% 60.0% 60.0% 3.5 4.5 4.5 3.5 4.5 4.5 0.0 2.0 2.0 0.0 2.0 2.0 0.0 0.0 0.0 0.0 0.0 0.0 3.5 6.5 6.5 3.5 6.5 6.5 Lead Lag Lag Lead Lag Lag Yes Yes Yes Yes Yes Yes None C-Min C-Min None C-Min C-Min 91.2 86.4 86A 85.5 77.4 77.4 0.70 0.66 0.66 0.66 0.60 0.60 8-045 - IL 31 Speedway 1-McHenry Synchro 9 Report PM Existing None None None None None 28.8 28.8 28.8 0.22 0.22 0.22 0 82 1044 6 5 945 65 pm+pt NA Perm pm+pt NA Perm 5 2 1 6 2 2 6 6 5 2 2 1 6 6 3.0 15.0 15.0 3.0 15.0 15.0 6.5 21.5 21.5 6.5 21.5 21.5 13.0 78.0 78.0 13.0 78.0 78.0 10.0% 60.0% 60.0% 10.0% 60.0% 60.0% 3.5 4.5 4.5 3.5 4.5 4.5 0.0 2.0 2.0 0.0 2.0 2.0 0.0 0.0 0.0 0.0 0.0 0.0 3.5 6.5 6.5 3.5 6.5 6.5 Lead Lag Lag Lead Lag Lag Yes Yes Yes Yes Yes Yes None C-Min C-Min None C-Min C-Min 91.2 86.4 86A 85.5 77.4 77.4 0.70 0.66 0.66 0.66 0.60 0.60 8-045 - IL 31 Speedway 1-McHenry Synchro 9 Report PM Existing v / Lanes, Volumes, Timings 1: IL 31 & Prime Parkway/Albany Street 03/12/2018 Group Eft EnT , E Wes::--;_6 , .. . _ I 3 I 1C_ v/c Ratio 0.81 0.54 0.42 0.40 0.80 0.01 0.03 0.82 0.07 Control Delay 69.4 13.7 38.9 12.8 23.3 0.0 7.4 29.4 4.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 69A 13.7 38.9 1208 23.3 0.0 7A 29.4 4.0 LOS E B D B C A A C A Approach Delay 38A 38.9 22A 27.7 Approach LOS D D C C Queue Length 50th (ft) 176 37 50 ,1 ; 21 600 0 1 632 2 Queue Length 95th (ft) #278 122 105 40 #1089 0 6 #973 24 Internal Link Dist (ft) 630 343 492 928 Turn Bay Length (ft) 130 90 90 150 160 Base Capacity (vph) 315 558 243 227 1303 876 245 1156 957 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 0.71 0.51 0.38 0.36 0.80 0.01 0.02 0.82 0.07 Area Type: Other Cycle Length:130 Actuated Cycle Length: 130 Offset:127 (98%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 90 Control Type: Actuated -Coordinated Maximum We Ratio: 0.82 Intersection Signal Delay: 27.9 Intersection LOS: C Intersection Capacity Utilization 83.2% ICU Level of Service E Analysis Period (min)15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. 18-045 - IL 31 Speedway -McHenry Synchro 9 Report PM Existing HCM Unsignalized Intersection Capacity Analysis 2: IL 31 & Dayton Street 03/12/2018 �i"' -' �► Lane Configurations Traffic Volume (veh/h) Future Volume (Veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume Cl, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h) 3 76 1212 3 76 1212 Stop Free % 0% 0.95 0.95 0.95 3 80 1276 TWLTL 2 1008 0.38 0.38 2290 1276 1276 1014 3561 916 6A 6.2 5A 3.5 3.3 98 37 130 127 4 7 950 4 7 950 Free 0% 0.95 0.95 0.95 4 7 1000 0.38 1280 926 4.4 2.5 97 240 None awl'�ir- Volume Total 83 1276 4 7 1000 Volume Left 3 0 0 7 0 Volume Right 80 0 4 0 0 cSH 127 1700 1700 240 1700 Volume to Capacity 0.65 0.75 0.00 0.03 0.59 Queue Length 95th (ft) 87 0 0 2 0 Control Delay (s) 75.2 0.0 0.0 2005 0.0 Lane LOS F C Approach Delay (s) 75.2 0.0 0.1 Approach LOS F Average Delay 2.7 Intersection Capacity Utilization 75.3% ICU Level of Service D Analysis Period (min) 15 18-045 - IL 31 Speedway -McHenry Synchro 9 Report PM Existing Lanes, Volumes, Timings 1: IL 31 & Prime Parkway/Albany Street # 03/12/2018 lip Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Lane Width (ft) Grade (%) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor Growth Factor Heavy Vehicles (%) Bus Blockages (#/hr) Parking (#/hr) Mid -Block Traffic (%) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All -Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead -Lag Optimize? Recall Mode Act Effct Green (s) Actuated g/C Ratio r � � 32 3 32 38 4 9 289 726 22 30 1032 182 32 3 32 38 4 9 289 726 22 30 1032 182 1900 1900 1900 1900 1900 1900 1900 2000 1900 1900 2000 1900 12 12 12 12 12 12 12 12 10 12 12 12 0% 0% 0% 0% 0 130 0 0 90 90 150 160 0 1 0 0 1 1 1 1 25 25 150 180 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.850 0.977 0.850 0.850 0.956 0.964 0.950 0.950 0 1602 1357 0 1295 0 1736 1887 1267 1752 1923 1583 0.774 0.755 0.052 0.340 0 1297 1357 0 1014 0 95 1887 1267 627 1923 1583 Yes Yes Yes Yes 95 7 64 97 25 25 45 45 710 423 572 788 1904 11.5 8.7 11.9 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 10070 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 9% 67% 19% 36% 0% 67% 4% 6% 19% 3% 4% 2% 0 0 0 0 0 0 0 0 0 0 0 0 0 40 37 0 59 Perm NA Perm Perm NA 4 8 4 4 8 4 4 4 8 8 8.0 8,0 8.0 8.0 8.0 14.5 14.5 14.5 14.5 14.5 None None None None None 11.5 11.5 11.5 0.10 0.10 0.10 ry 18-045 - IL 31 Speedway -McHen AM Projected 0 332 834 25 34 1186 209 pm+pt NA Perm pm+pt NA Perm 5 2 1 6 2 2 6 6 5 2 2 1 6 6 3.0 15.0 15.0 3.0 15.0 15.0 6.5 21.5 21.5 6.5 21.5 21.5 22.0 87.0 87.0 13.0 78.0 78.0 18.3% 72.5% 72.5% 10.8% 65.0% 65.0% 3.5 4.5 4.5 3.5 4.5 4.5 0.0 2.0 2.0 0.0 2.0 2.0 0.0 0.0 0.0 0.0 0.0 0.0 3.5 6.5 6.5 3.5 6.5 6.5 Lead Lag Lag Lead Lag Lag Yes Yes Yes Yes Yes Yes None C-Min C-Min None C-Min C-Min 101.4 94.2 94.2 83.1 74.7 74.7 0.84 0.78 0.78 0.69 0.62 0.62 Synchro 9 Report Lanes, Volumes, Timings 1: IL 31 & Prime Parkway/Albany Street 03/12/2018 v/c Ratio 0.33 0.17 0.57 0.93 0.56 0202 0.07 0.99 0.20 Control Delay 57.0 1.7 67.1 69.8 9.2 0.0 3.8 48.2 6.3 Queue Delay 0.0 0.0 0.0 0.0 010 0.0 0.0 0.0 0.0 Total Delay 57.0 1.7 67.1 69.8 9.2 0.0 3.8 48.2 6.3 LOS E A E E A A A D A Approach Delay 30.4 67.1 25.9 41.1 Approach LOS C E C D Queue Lengil 50th (ft) 29 0 39 206 294 0 4 ~988 36 Queue Length 95th (ft) 63 0 81 #382 401 0 10 #1175 67 Internal Link Dist (ft) 630 343 492 708 Turn Bay Length (ft) 130 90 90 150 160 Base Capacity(vph) 145 236 120 357 1481 1008 544 1196 1022 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 0.28 0.16 0.49 0.93 0,56 0.02 0.06 0.99 0.20 Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 110 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.99 Intersection Signal Delay: 34.8 Intersection LOS: C Intersection Capacity Utilization 91.3% ICU Level of Service F 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. 18-045 - IL 31 Speedway -McHenry Synchro 9 Report AM Projected HCM Unsignalized Intersection Capacity Analysis 2: IL 31 & Dayton Street 03/12/2018 aim =J Lane Configurations r t r I Its Traffic Volume (veh/h) 30 36 724 41 125 1221 Future Volume (Veh/h) 30 36 724 41 125 1221 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 Hourly flow rate (vph) 35 42 842 48 145 1420 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL None Median storage veh) 2 Upstream signal (ft) 1008 pX, platoon unblocked 0.78 0.78 0.78 vC, conflicting volume 2552 842 890 vC1, stage 1 conf vol 842 vC2, stage 2 conf vol 1710 vCu, unblocked vol 2844 659 720 tC, single (s) 6.6 6.4 4,2 tC, 2 stage (s) 5.6 tF (s) 3.7 3.5 2.3 p0 queue free % 67 88 79 cM capacity (veh/h) 106 340 675 Now 19�1t 102 r Volume Total 35 42 842 48 145 1420 Volume Left 35 0 0 0 145 0 Volume Right 0 42 0 48 0 0 cSH 106 340 1700 1700 675 1700 Volume to Capacity 0.33 0.12 0.50 0.03 0.21 0.84 Queue Length 95th (ft) 32 10 0 0 20 0 Control Delay (s) 55.1 17.1 0.0 0.0 11.8 0.0 Lane LOS F C B Approach Delay (s) 34.3 0.0 1.1 Approach LOS D Average Delay 1.7 Intersection Capacity Utilization 74.3% ICU Level of Service D Analysis Period (min) 15 18-045 - IL 31 Speedway -McHenry Synchro 9 Report AM Projected HCM Unsignalized Intersection Capacity Analysis 3: IL 31 & R I RO 03/12/2018 Lane Configurations Traffic Volume (veh/h) Future Volume (Veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (vehlh) 0 26 739 0 26 739 Stop Free % 0% 0.86 0.86 0.86 0 30 859 None 788 0.78 0.78 2314 859 859 1455 2549 674 6A 6.2 5.4 3.5 3.3 100 92 183 356 26 0 1251 26 0 1251 Free 0% 0.86 0.86 0.86 30 0 1455 712 4.1 TWLTL 2 .v- Volume Left 1 1 1 1 Volume Right1 1 30 1 11 1700 1700 Jolume• Capacity 0608 0251 0,02 Ow:. Queue Length' 1 1 1 Control Delay (s) 16A11 11 11 Lane • %pproach LOS ff ntersection Capacity• 6962%of Service C Analysis •• 18-045 - IL 31 Speedway -McHenry Synchro 9 Report AM Projected HCM Unsignalized Intersection Capacity Analysis 4: Fueling Access & Dayton Street 03/12/2018 -=0 r"� " 1* r WST 11,111# Lane Configurations Traffic Volume (veh/h) 110 56 0 34 32 23 Future Volume (Vehlh) 110 56 0 34 32 23 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0286 Hourly flow rate (vph) 128 65 0 40 37 27 P0astrians Lane Width (ft) Walking Speed (ftls) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 193 200 160 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 193 200 160 tC, single (s) 4.1 604 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 100 95 97 cM capacity (veh/h) 1392 788 885 M181111110040A glum Volume Total 193 40 64 Volume Left 0 0 37 Volume Right 65 0 27 cSH 1700 1392 826 Volume to Capacity 0.11 0.00 0.08 Queue Length 95th (ft) 0 0 6 Control Delay (s) 0.0 0.0 9.7 Lane LOS A Approach Delay (s) 0.0 0.0 9.7 Approach LOS A i Average Delay 2.1 Intersection Capacity Utilization 19.2% ICU Level of Service A Analysis Period (min) 15 18-045 - IL 31 Speedway -McHenry Synchro 9 Report AM Projected HCM Unsignalized Intersection Capacity Analysis 5: Truck Fueling Lane & Dayton Street 03/12/2018 Lane Configurations Traffic Volume (veh/h) Future Volume (Veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Ped9strians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h) Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS 133 0 0 27 7 1 133 0 0 27 7 1 Free Free Stop % 0% 0% 0.86 0.86 0.86 0.86 0.86 0.86 155 0 0 31 8 1 None None 155 186 155 155 186 155 4.1 114 7.2 2.2 4.4 4.2 100 99 100 1438 624 687 155 31 9 0 0 8 Q 0 1 1700 1700 631 0.09 0.02 0.01 0 0 1 0.0 0.0 10.8 B 0.0 0.0 10.8 B Average Delay 0.5 Intersection Capacity Utilization 17.0% ICU Level of Service A Analysis Period (min) 15 18-045 - IL 31 Speedway -McHenry Synchro 9 Report AM Projected Lanes, Volumes, Timings 1: IL 31 & Prime Parkway/Albany Street 03/12/2018 Lane Configurations q r "Or Traffic Volume (vph) 207 2 263 79 3 30 76 1146 7 5 1024 60 Future Volume (vph) 207 2 263 79 3 30 76 1146 7 5 1024 60 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 2000 1900 1900 2000 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 10 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 130 0 0 90 90 150 160 Storage Lanes 0 0 0 1 1 1 1 Taper Length (ft) 25 25 150 180 Lane Util. Factor 1.00 1.00 1.00 1.00 1200 1.00 1.00 1.00 1.00 1100 1.00 1.00 Ped Bike Factor Frt 0.850 0.964 0.850 0.850 Flt Protected 0.953 0.966 0.950 0.950 Satd. Flow (prot) 0 1776 1553 0 1693 0 1626 1961 1288 1805 1942 1568 Flt Permitted 0.660 0.478 0.050 0.052 Satd. Flow (perm) 0 1230 1553 0 838 0 86 1961 1288 99 1942 1568 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 195 13 59 59 Link Speed (mph) 25 25 45 45 Link Distance (ft) 710 423 572 788 Travel Time (s) 19.4 11.5 8.7 11.9 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles(%) 2% 0% 4% 4% 67% 0% 11% 2% 17% 0% 3% 3% Bus Blockages (#Ihr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#lhr) Mid -Block Traffic (%) 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 0 225 283 0 120 0 82 1232 8 5 1101 65 Turn Type Perm NA Perm Perm NA pm+pt NA Perm pm+pt NA Perm Protected Phases 4 8 5 2 1 6 Permitted Phases 4 4 8 2 2 6 6 Detector Phase 4 4 4 8 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 8.0 8.0 8.0 8.0 8.0 3.0 15.0 15.0 3.0 15.0 15.0 Minimum Split (s) 14.5 14.5 14.5 14.5 14.5 6.5 21.5 21.5 6.5 21.5 21.5 Total Split (s) 39.0 39,0 39.0 39.0 39.0 13.0 78.0 78.0 13.0 78.0 78.0 Total Split (%) 30.0% 30.0% 30.0% 30.0% 30.0% 10.0% 60.0% 60.0% 10.0% 60.0% 60.0% Yellow Time (s) 4.5 4.5 4.5 4.5 4.5 3.5 4.5 4.5 3.5 4.5 4.5 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 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) 6,5 6.5 6.5 3.5 6.5 6.5 3.5 6.5 6.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Min C-Min None C-Min C-Min Act Effct Green (s) 29.2 29.2 29.2 90.8 86.0 86.0 85.0 76.9 76.9 Actuated g/C Ratio 0.22 0.22 0.22 0.70 0.66 0.66 0.65 0.59 0.59 18-045 - IL 31 Speedway -McHenry Synchro 9 Report PM Projected Lanes, Volumes, Timings 1: IL 31 &Prime Parkway v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio bany Street #, 03/12/2018 0.82 0.57 0.61 0.56 0.95 0.01 0.04 0.96 0.07 70.2 18.2 52.9 31.4 37.6 0.0 7.8 45.0 4.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 70.2 18.2 52.9 31.4 37.6 0.0 7.8 45.0 4.0 E B D C D A A D A 41.2 52.9 37.0 42,6 D D D D 175 -�. 59 79 22 910 0 1 887 2 #291 151 149 74 #1421 0 6 #1252 24 630 343 492 708 130 90 90 150 160 307 534 219 172 1297 871 192 1149 951 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.73 0.53 0.55 0.48 0.95 0.01 0.03 0.96 0.07 nica i yNc. VUlef Cycle Length: 130 Actuated Cycle Length: 130 Offset: 127 (98%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 110 Control Type: Actuated -Coordinated Maximum vlc Ratio: 0.96 Intersection Signal Delay: 40.4 Intersection LOS: D Intersection Capacity Utilization 90.4% ICU Level of Service E Analysis Period (min)15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. 18-045 - IL 31 Speedway -McHenry Synchro 9 Report PM Projected HCM Unsignalized Intersection Capacity Analysis 2: IL 31 & Dayton Street 03/12/2018 - `1ho Lane Configurations Traffic Volume (veh/h) 29 95 1373 19 63 1069 Future Volume (Veh/h) 29 95 1373 19 63 1069 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Hourly flow rate (vph) 31 100 1445 20 66 1125 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL None Median storage veh) 2 Upstream signal (ft) 1008 pX, platoon unblocked 0.38 0.38 0.38 vC, conflicting volume 2702 1445 1465 vC1, stage 1 conf vol 1445 vC2, stage 2 conf vol 1257 vCu, unblocked vol 4704 1353 1407 tC, single (s) 6A 6.2 4A tC, 2 stage (s) 504 tF (s) 3.5 3.3 2.5 p0 queue free % 57 0 56 cM capacity (veh/h) 72 68 150 Volume Total 31 100 1445 20 66 1125 Volume Left 31 0 0 0 66 0 Volume Right 0 100 0 20 0 0 cSH 72 68 1700 1700 150 1700 Volume to Capacity 0.43 1 A6 0.85 0.01 0.44 0.66 Queue Length 95th (ft) 43 210 0 0 50 0 Control Delay (s) 89.3 374.9 0.0 0.0 46.6 0.0 Lane LOS F F E Approach Delay (s) 307.3 0.0 2.6 Approach LOS F Average Delay 15.5 Intersection Capacity Utilization 84.8% ICU Level of Service E Analysis Period (min) 15 18-045 - IL 31 Speedway -McHenry Synchro 9 Report PM Projected HCM Unsignalized Intersection Capacity Analysis 3: IL 31 & RIRO 03/12/2018 Lane Configurations Traffic Volume (veh/h) Future Volume (Veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h) WBL WBR NBT r T 0 45 1347 0 45 1347 Stop Free % 0% 0.95 0.95 0.95 0 47 1418 None 788 0.37 0.37 2574 1418 1418 1156 4384 1280 6A 6.2 5A 3.5 3.3 100 38 89 76 44 0 1098 44 0 1098 Free 0% 0.95 0.95 0.95 46 0 1156 0.37 1464 TWLTL 2 erection, Lane # WB 1 NB 1 NB 2 Volume I otal 47 1418 46 1156 Volume Left 0 0 0 0 Volume Right 47 0 46 0 cSH 76 1700 1700 1700 Volume to Capacity 0.62 0.83 0.03 0.68 Queue Length 95th (ft) 69 0 0 0 Control Delay (s) 109.5 0.0 0.0 0.0 Lane LOS F Approach Delay (s) 109.5 010 0.0 Approach LOS F Average Delay 1.9 Intersection Capacity Utilization 80.9% ICU Level of Service D Analysis Period (min) 15 18-045 - IL 31 Speedway -McHenry Synchro 9 Report PM Projected HCM Unsignalized Intersection Capacity Analysis 4: Fueling Access & Dayton Street 03/12/2018 et�rel e 1 1f EBIEt MIL YV01 PNOL, N,A4- Lane Configurations Fr Traffic Volume (veh/h) 18 64 0 86 38 25 Future Volume (Veh/h) 18 64 0 86 38 25 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Hourly flow rate (vph) 19 67 0 91 40 26 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 86 144 52 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 86 144 52 tC, single (s) 4.1 6A 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 100 95 97 cM capacity (vehlh) 1523 854 1021 Volume Total 86 91 66 Volume Left 0 0 40 Volume Right 67 0 26 cSH 1700 1523 913 Volume to Capacity 0.05 0.00 0.07 Queue Length 95th (ft) 0 0 6 Control Delay (s) 0.0 0.0 9.3 Lane LOS A Approach Delay (s) 0.0 0.0 9.3 Approach LOS A MEN Average Delay 2.5 Intersection Capacity Utilization 15.2% ICU Level of Service A Analysis Period (min) 15 18-045 - IL 31 Speedway -McHenry Synchro 9 Report PM Projected HCM Unsignalized Intersection Capacity Analysis 5: Truck Fueling Lane & Dayton Street 03/12/2018 Lane Configurations Traffic Volume (veh/h) Future Volume (Veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 0, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h) 43 0 0 79 7 1 43 0 0 79 7 1 Free Free Stop % 0% 0% 0.95 0.95 0.95 0.95 0.95 0.95 45 0 0 83 7 1 None None 45 128 45 4.1 7.4 7.2 2.2 4.4 4.2 100 99 100 1576 679 804 volume i oral 4b �;f 8 Volume Left 0 0 7 Volume Right 0 0 1 cSH 1700 1700 693 Volume to Capacity 0.03 0.05 0.01 Queue Length 95th (ft) 0 0 1 Control Delay (s) 0.0 0.0 10.3 Lane LOS B Approach Delay (s) 010 0.0 10.3 Approach LOS B �f`liE'��r'!d'ey Jo- fir �. :4 �ii� �f:.f ,;,, -3. - ��°-Eke- �•S � t Average Delay 0.6 Intersection Capacity Utilization 14.2% ICU Level of Service A Analysis Period (min) 15 18-045 - IL 31 Speedway -McHenry Synchro 9 Report PM Projected D 420 North Front Street I Suite 100 1 McHenry, IL 60050 Main 815.385,1778 + Fax 815.385.1781 HRGreen April 9, 2018 Mr. Douglas P. Martin City of McHenry 333 South Green Street McHenry, IL 60050 Re: Speedway at Route 31 and Dayton Street (171463) Dear Mr. Martin: The following items were received by HRGreen Inc. (HRGreen) on April 3, 2018 for our review: \l I-iRCIREEN.COM ■ Public Hearing Application File Number Z-928 including Dimension Plan (CS2and CS3) prepared by W-T Group LLC; ALTA/NSPS Land Title Survey for 2009 N. Ringwood Road (Sheet 1 of 1) prepared by W—T Land and Construction Surveyors and signed January 17, 2018; Landscape Plan (LP, LPA and LP-2) prepared by Corporate Design and Development Group LLC on 03A6-2017; and, Signage Plan (SS, SS1 and SS2) prepared by W-T Group LLC on 03-16-2017. ■ Traffic Impact Study Proposed Illinois Route 31 Speedway Gas Station prepared by Kenig, Lindgren, O'Hara, Aboona, Inc. on March 14, 2018. As requested, HR Green has reviewed the Traffic Impact Study provided for this site. The following are our comments related to the submitted materials above: TRAFFIC IMPACT STUDY 1. There are numbers missing on the Total Projected Traffic Volumes. 2. While the analysis results will be the same, the volumes in the unsignalized a.m. do not match that on the exhibit (slightly off) at the intersection of IL 31 and Dayton. GENERAL COMMENTS The following comments were items that were noticed in a cursory review. These items should be addressed during final engineering of the site. This list is intended to asset the design engineer with completing a complete submittal. 1. An exclusive right turn lane is needed for the right-in/right-out proposed for Rt. 31. The plans show the existing turn lane being extend to the curb return of the RI/RO but not past. The right turn lane needs to extend 115' back from the RI/RO and then taper. 2. IDOT approval will be required for the access proposed for Rt. 31, 3. City should determine current status of the pavement on Dayton and Albany Streets and, if needed, require upgrades by the developer for the increased usage. 4. Consideration should be given to widen Dayton Street to the east property line and then taper beyond to accommodate traffic to and from this site. Right turn lanes into the site should be considered. 5. A drain tile inventory or a request for drain tile survey waiver meeting the requirements of the McHenry County Stormwater Ordinance shall be provided. 6. Water Quality provisions for filtering the stormwater run-off from the parking lot shall be provided. Mr. Douglas R Martin Speedway- Rte. 31/Dayton Street April 9, 2018 HFRGreen 7. Per the City's Comprehensive Plan, pedestrian and bicycle access should be considered in all commercial development. 8. Sidewalk should be provided on all frontages and possibly along access road to Albany Street per the City's comprehensive plan. 9. A Natural Resource Inventory Report for the property is required per State statute. 10. Sight distance studies (horizontal and vertical) for proposed access points should be provided. 11, Street/Parkway trees should be provided per Ordinance. 12. It appears that landscape screening for the building and parking lot have not been addressed. This should be clarified at engineering submittal.. HR Green's reviews are to determine compliance with the municipal Subdivision Ordinance, Zoning Ordinance and State Statute and in a manner consistent with that degree of care and skill ordinarily exercised by Engineers and Surveyors currently practicing under similar circumstances. HR Green's review did not include an examination of submitted documents as to their overall style or presentation, field verification of existing conditions, elevation grades and topography as shown on the plans, and verification of the submittal or the issuance of permits from any other governmental regulatory agency. HR Green disclaims responsibility for any errors or omissions by the design engineer. The developer, their engineer and their surveyor are not relieved of any responsibility for the correctness of the existing field conditions and design of public or private improvements because of our review, or subsequent approval of the plans and specifications by the municipality. If you have any comments or questions, you can reach me at 815-579-8346. Sincerely, HR GREEN, INC. Chad J. Pieper, P.E. City Engineer CJP/cmc/ cc: Mr. Ross Polerecky, City of McHenry Mr. Jon Schmitt, City of McHenry Ms. Christie Caldarella, HR Green, Inc. Ms. Michelle Zuzzio, HR Green, Inc. J:1201711714631PIan_ReviewslPlan_ReviewslSubmittal #111tr-2018 0409-Rte31 PrelRev1-CJP.docx Page 2 ALTA / NSPS \0 r<� LAND TITLE SURVEY PARCD.t LOT 40 \ a ° tµTT IS IN TOWARD INDUSTRIAL PARR UNIT NO. 16 BEING A SUBO VESON OF THAT PART OF ME NORTHEAST WARIER OF SECTION 10, \ \\NO MARCAMOK it T PANT OF THE VEST HALF Or THE NORTHWEST Du 1. All N MANV P M NORTH, RANCE R EAST OF \ e HEW r FORMAR 1 9aay 16 OTME TRIP OWNNS PAE NENO AN, ACCORDING W TIE PUT THEREOF DOMAIN IPNNI t], xOn, AS. DOCUMENT NO. GROSS IN NdENRY `q, ; `y�y; DOMAINFnm; Oar - \�b� 'a SO P'w MIT sD FEET 9F 1ni aD o r Ao O NORTHEAST y1r ��> �{ AZONE!. �r µmrsmu a\�� a o'+N e'..a / p� / t\y. ort HIGH OF SEcn°N 10, AND of N�T:PAU °vsmc POU HALF OF ME NORi� QUARTER c°PF� � M 11 u IN MI RCH P u 6 ,,9/ � a 3 � ar S u U - SCALE I" - AT WAS PMOPAI. MERIDIAN, ACCORDING TO ME PUT THREOF RECORDED MARCH Z4, ive4 As aj' pp e may\ \ T g • \ i - D MEHT AM BM24 N MC ERY COUNTY, WNUs tx PARCEL. r NORTxusr auARlw OF sErnP9N a 1 d� .PPq \,r we •uF w r �` f� 'M.� R SCREEAND OF UNIT x0 NORTHAREST L BDxO A sU ARM OF SECTOR 11 T OF TOMNSHm 44 NO a 10' \ �' ` TA.-w fl05. P 9 law. URN PER a GO ' g �• ,9 d - ME THI w MEMAR, ACCORDING TOEME Pur MF REW M APRIL ti IDn, As DOCUMENT NO. 09ls''"iT°Ex MCHENRY 9 i7 \ \ �I �� ) Hws. `a,ax Wr .t16 - °ll, am �°� y`ONE 0C.; r ° - \ F &'{�S , m.\ \ AM LOT x-uT amP��TREAH GOT g `TT 1 N�\ 'FAO I.I. °, own PDIE m. �t a -'p fp�a'� o'° ��1\ Po ® \�WON 9xxEm s�A MIxaA°s""'Tmx x1a4 3._». II w 'a 'sOO'AdjO aBD•Burl9wc sErN4a mNE Pur o°c 871524 ORED PRO)-i�T ' -al �MAA )� w (s• MR) \ xwm: r-I 5 p6 r Ii I At `p� SP ppm F�Old , \`s III v DTBR. Or LOT Ni N m Q wma TOP GO n•n"rED xM �P $1 N 1NB/w IN - ;in 1 __-' Noir TONYANSn/INDUSTRIAL°°PARK 4UNIT NO, 3/ fi� y00'. m`•T �m yS° PD ( r( ` 1mn« a N EY`t As Or NSA \ B 3 T t'w1.a \' CD POST GRASS Ns BT.r W ,aa `IN F \ate.\r sa GRASSD PJA,ROR'e:rM-:m Do' rPr 3 SUN .JJ \. d RrJwp� P mac olff (wATq rN SO. &CT rc S°m (,r w EAn e o I �*\ 'u AL� e / ° '' „evmc <.., \' • ,a `"`20 xm>xuusr 1399 93 ,PsC`$9 g9 Z3 WOR �4c glaa /B RG wv-mx.n• nn(`eaw) 'J . �=nDDD Pan m :s raM� ° i . ,a'' m Ae . P PmD FGASSYm(B'PecMi EDDY ` W a ,ti _ --- E.�9 ,�TR�°F-... , `=. s ` a PWvoA :�` DURDIROMMAM mCwWN= 2 0y .-'.r^. pis, �.. PL RI �. DANRARn A N 89 23'47" E 1T.49' (DDea) - - - a Q; ° ' d4 T We" \ ,°• PNAIM0 SET BAo<ImE P� Doc °n1sr, nxEM �g ,,° ana1Y PaE _ V u `"""" wa 0 yARc'EL z y': ,,''W oar NO ran ROO a IS ,.` T'�`' It i,x -- -- ^2.:i s\ \ `, -,` "(fii� 'h05 `y :=' \ a. '>i' Q° a OM�v rzY(Sm � �\ �'a' p+'' % PARCEL I `�.\` ,a'^ _ N3 / �s .� . �W�"` Ni7 �/ I , ` ?- yae 9 t x: ', a wa��° w ere' Ir r °` NO;OI 4 \ m nD.D•D wW.mn 4 ;� °°/. LOT 18 -v` ' �s'_ w� v�i,., LOT 2 `�`` :j \ TONYAT`'S INDUSTRIAL PARK UNIT NO. i ,d' / DI` A P. ; pZ° N'oe \ �w MOROCCO ISISHAS HAS Y! `��4®'�e. `�q` �A .P D°c ROOMa 4n o nnTan Ea\\ \ � I ETN E� 0 00 �1''w„ � :\ B0.°d Pr (SANMUTA) \x \ flat/ \g ,y+ Iyr `�'t N �waaankiir`aUv Pre; OURP 'Tt�,4t ;°°+. ,tee MaN ,e'. ° \ \ \ Td °'DIC N 41,y eW'A. 4 �.. LOT 38 \ SUM-e:.ar (sgxnAR» XPUME to D re s1RaGIURE e, » t ` _,, 1 / P 4Pa (CI \\ \s t . a' / D zD M ww mMi liar \ •NO Pm Eq \ ` 1010 ma4o•aen.rG7 - i N 2eT9'15 E . 200,19' /x '\ (UW Rw ee• NO Pvc O . �F�m, aR DECuo, Oil/WR]r °,m �-�.,�ROE AOGnu, °P uNc APPEAR- - wmir rvwe r--,-�,!�'-----zP�gr,--a --- rya `'�- --- wr--�•-'"-`- S 63 SIOW" E 1213 Sr CWA10O nmAAT '0„ d It'�. = �uw TPa"' / ��\ 9ip uµxw icUWE BOja eNxp- 0°p D� STRDEmRE �, RAo-a3o.00 m _ar" _- ",OE\m A>WWNER SU II na E�•AW CAr (NAwm)DA,HE BW,H SIDE OF ALaANY=,RPET. ,=,.°E TTa or PRE•mGTOO OF u z WNWE" - ARC=226,96' �• eR I = I ? �-TEmD Pm _ ° R_ Daa sOls ON HYDRANT AT ME NE MM Or W DAYTON MEET AND N. aTO EDDY (° sp, tr EAST OF NNR DEVAnvx-amm' (HANDOP CB=S 7700329" E I'( C. I c>" a I m xr _ CD=224:85' I'(1 '� a PERMANENT INDER NUU ER (Pe x. p: u-to-zra-°a (PARPu q PART OF u-to-an-D°e COUNTY ON m! $ g ya I a° (PARED. x) A t4-to-zro-°a1 UPAR OL B), ) ED TONYAN'S INDUSTRIAL 11 g ,oa •a Gs ' t0A mEED DTY RF R ro ro PANT FEE UNIT NO, i I W j II ` s as I `IFZ O10 CRASS ,,? I _TD ox°m DEmw xm aY Rm c° yAnON AHD Mu: °NRDw 4nnGm AS DUG RPrm I'Sg1` _ OUL1:n ACR (( II 1 EP�I _ Q PAam a 2,3285 s£ ( �) PAR THIS Mi°ENE°mTWD CE °qPLAT S M 0NS M I STO SAIRMEY.Off ANDARD ETA is t. 44l � SN 'Y � E Nt r k T N IN, NiF 00 b4 7telON {{Ip xt,figff VNIN II 'S. NI 1IC RwEHrs t7DR u M iLE" vErs nr-ESTABH ND . AI°•'y � A� s'a � oM'' p •''� ,ea' �`.A, +.asn Am (sn,ve rc> AND NEPs, au Es BEMs t Aroemi . n-ts ar.. COPIED THEREOF. WE REID WOx WASS PLEIEO ER mTl EdEe °f cuT_u D sa VT..Mrs I r HMO sru NOS ]u vnr 6F - D xgw)eHn°.[ DISCM. inaru EsrA,<s. uiI t7T I w / e 4i Irk 9MN W- As m°xN EcmDm xa DD1sn. SES y ME � :`°D . a w Q, 1 �_ r �y tEM E Pui w suBDrnsIDN gEwgnm As WCMDNO NO. �®; PARCEL 3 y O b 91 `aD_�'' xmo B 1 nir�N 1 '. PUiwsrev NAON gECOPvm AS PEc°gv xc Na WNusP } ffNO. ICCE OHM E�W END" CA ME SURVEY �c AD EXTRES SOLa I 'x 9 3, T LOT 19`°� - �sZ M Ritz I I I O-' TONYAN'S !INDUSTRIAL PARK UNIT NOT./ 1 3 , n/1] Extt SCE Anm PAR & +. .OLN NON LOT 7 NaVPAmD nYwn-AS DEC AF°xm A MT ° MN-EPurwmeD Ws°x lamq°ED AS REigq°wc Na liwna EH MEN NEW SEE flitalloilto C OIA�. REcamm AP aM Me 1/16/1e Rfl,Bm PFR cOMMEI)M @,rm.. ICI �+,•"'' .r - ---'ril LOT 20 rs )IRA 110 n `sl" MuinON OF °OF NG OCIRs Ate° BAN rSE µot D _ GH a°N' °MAM= µD UNDER xD �, , UmvIF MEPPA A °F WAY AND c IN Mp S IN TONYAN'SIINDUSTRIA INDUSTRIAL UNIT NO. 7 I RN. FExHI AND a nG ^DIES. AP RARwxc W Pueuc LOOMED DUMB OUeuRNEss AM. NOT AGSM WE I O vDvm. Fr MOMSmm rr°r Park 022 I L0f'N Es, APPROVAL 4<PVNs, a °OGnml OF WTSIDE slDRncE - LOCATION MAP p,s^^�- ` b m1NFxTsru eAxx mMSTner sumFlEMY°. E 1 _ ON WE Pur �.wao Hsw1- APVEvasTNAre egvx oa HAD BEEN MADE Am ME N I A° Rv = ,a'a `` ,. ,a' TAND o US WAGO NATFAT SUCH Sv FgTFAACE wAnns w� Be Male xEv N WE (� b•P m1D to ANO PRM�°��MaE`GLANDD OFROMTHE IN SUN vcn`°`o'x°' ARATIDN! ME AS MAY USE DAMAGE M ME AFTER EtEcmlc y` b c- RAD=50,00'Gr,.2ZU Rom DIN P A DOCUM�FORRTxEPUOARECORDEDON.OWN Br°i°AN 1,1991 FORa�INsmu°1crTwA'''"gmF"°'0gxcs °i s °N ADD riouM�`U"n IFIT IA� R VE °?a MONFRAV1Flr I"Aurmm+Ue�o°N � I � ARC=78,$O' ~L-NO - - MMMqux xD UNDER AND Acx°ssUMOADP MCHENRY 0050 JBERTYm E, 0048 ' GRASS . AIGAI1EWT1E mp AOf. aVFR Uv`oN O, GCB=N 7129'15Al E.; seNnew' H m) - I ,� 2xI s4cx uxEPER D9c NPrAeT _RIGHTS NDDm:AL TxmE,D AS N°"•' OF S`LiS �M°ESORITE NAn RAI °50 v/... a•,••[SEEK$5 �• LCD=70.71'flaw Er4) —. .— ——.—.—.—.—.—.— — — FED c°xsmumxcbgEPAR�xD, 4G% PH. (BBB)CB42-e]dB p µNo ' $ ri rO _ WE B a DR O IN CH �• Pa5 PQRi EENER N, UNDER AND ACROSS Cptt N MCXE RYA SMRM Drv.exv �< AVIRS, LOCATION _�__.r OF, ME LAND USES VARRIN ME BOUNDARIES OF A SPECIA, SERAME MIA m1A AS OsttaaD BY - � _vrtoDa SUSASCIT ID cH ONRO. 111 00SOR ~ .,a- x UNDER ME mws u'su0 Oq° MANM AND WaSEwmT RELATED m0 NANCrs Established 1993 v a PR o �>� Pmk xaunrn OF uxvGc O I Hµ �� v4a MOM n IGOD AS OC. MO 1990RW sne ME s L E G E N D �°. ° a"s°� (rmm°s00uny 1 _— wEFn R�_`------------ — ]. aAnW OF WE. MOD NSUAINCE RAM MAP THIS Sµs AL AsULTY Far N Q Wat MOM DAM! °�°D I W ,�i " - - N 26 29'15'—AE 204.94'"Cm+�-F'H° _ _` _ .. °N AND BE.nwPMEN mwP O_ '= 4>-J- _ _ $'UsrEMriMf CP'2 RarE .f _� a 'It vm• AT TUE OF SURVEY T rr!�"° ® `+"`�^ :ac„Artw _ -- oSso.,,•x OPERTYATTIMEawRVEY. ALTA.% NSPS rojigMOMuaN� a — /jjj��� °i uB• EDP) t "'°'�s --•r: `�-�SO _ -B ---- p am, s: AN uvE rxN; me w.0 No.sNBxxcs OF FARTS M9xxo Mmw LAND TITLE SURVEY VOW FAULT ON`�RGE "I `NAOR727 os�aP) SITrRBY _--"�-.,,,°-,°,. (,r)co �'' r , >, - F B Bw9 x'r°AUD T. . �� cuors �MTD/ M. A 11 TO ME m°FTIW smUEroRs IaDMwDGE mmmE a NO PnDPDBED CHANGER w ME smEEr SEC ROUTE 31 & DAYTON Q,'"°" + P�URmcal DaN +- � ,\-. >m.-\e. �. �- ---- --- .T°. '" MCHENRY COUNTY. x °maTPM — p—Ay .� SaF�FR1� L'99), �H�MNEFMosRDmnx11 THERE WNDTDNEDFBMx m BBxD E R�Pgomtt Sam Dart©�D, — — ° H ALT'• EA ,LAD 4x,r MI91'MAD°n x D D1'ONAD°i) MCHENRY, ILLINOIS P OVERSER) UK 1wT 6 bar twin VARm' Gs Is NOE HMV BASED ON wxaEnAX PLANE (PHOSPHATE SKI VA. DliN°IS - CALF -40' . DATE ALI- waATDRMxI ® 0 CAS NALIS NW �iN=��umM) _�_— o NO 0100951.. +, i� wi) _., _., _..-.._.._�., -., _.. ..-.,- -"1-a ) _.,--..-.,-> ..--�_.._ D TO wRvsTm As c�� °wB. st]z4z Rmile ALI r:— `U"'a' mCC UK .. —. t D°NmI'e�mEs Fwx - w mms.DamuENT NEED m Rs nmarTm T m m Pmm A Aecg, .. UD,DiareG�x .._._: .NO.SHEET '� Io z� -�' �. m m N a� �� t 0 �/ � �-I�--I� --��-- � � DAYTON STREET I�a�t� DIMENSION PLAN NEW BUILD RWIE3Id61YfON5RgEf MGPHIY WIINIY kGEAflY, L i" _" � �� '� 8 � � �� . I $ "� -- h - � �5 I��i Is�� 1=�, I `I i SpeedwaR,y aep�en ay: v w cmwvfn dq. � I G����� a::�;�:�:R= i6 E.poVaa�v A. - I DAYTON STREET _ g_- ' \ A PIP§ i� \ - t .vns/ 9 vivo \ a.` I I a >yq \ \ I m —Al 6, F' do CA I II F. I \ „, I \ _• 6 i-' \$w , g L I i In n 1 b eF P N \ 9 I I \ B Iado al I� i� i II; ice' Im AG Om m . a d j u�Ai ae m I�- � '=r I'; Igl -----------\gi \ i \ I4 AI A 'x \ oer��F� dog III a m ; a Ad L nydf UR do 19_ \ J s - d400, Ir AAA A. m a . A, -'AAA Ad AAA AAA Ad " Pg Sg DIMENSION PLAN W-T CML ENGINEERING. LLC. g s € o NEW BUILD Speedway, ML;.,o =mf,91a E��,�E�= P O O ans rnem�w.. n 4 b W ANDRWIE 31 L MWON ffP By: .Izxq v" fa 'lzv+lzmeuf W�f--'• YL1Ff4iY WONIY 'r U3�rm.uumm 0..E ILLtevue rnf IICNFNRT.L =4r,r �,re`.f'avr•+w. .mr,maolb Eyeamfo / � B \° a �< »� /� er /; /; g� � � °.,� A / ) !`! ; 3 \ / ��� � � (§)� !§°° ;:|| §§() !:!` [|/§ �)( , §#�N�cPE�� §| R>� o »!m_a_� \.E�\ »__e ,� q� _�� !«!;§! § ! /p!;!/. !l�:,l:( , \( \\�� � ;: \E ]! , ;! ) / % � 3 r ` \ , ` ( ( • �| 9 ) ( § ( ) . , , . \ \\\\\)� \ \!'§!�§r>!�\)|[') Gta§,R;r i!!§ ;!;!!;!§; § #\ \&/§J; ;;.r ;;!|r=![; ; \\(})\5; \!§\J!!§ � ■ • ' � « y: �2� k�\—�— ►, . ¥ r s In In raw. � IF �1�j' n='in i=n= LANDSCAPE PLAN & DET, NEW BUILD ROUTE 318 DAYiON STREET MCHENRY COUNTY MCHENRY, IL o e sa>ee::avr� r� / £ " „ S:n gO.n aza'-o 9 Dzagom _p0 "Sono g goF> £TQo>- m z"om G � m - aPoowa S,zP gm3b9n °Q� °&o �� '3man - 3z° lY�?-;� °F'F Fn� °a€vo'" :mo _gmmrA �� 3 im o; -��om _ -mmoopy Qogc OF M€, �g� a n a v mz FoPeo ZEM �u on ° :aA A o a - ownzw!Wi; o bmHmya� 'm» gcN 9 €z€�a5'= fi: o= o $ b m00 fim -O Tam5E° Z3 �,Rmrzm" g 0>F fg^"� so g - �m�m Fzym°o m+ g a 'MX&<-m m~m-mxmA ,m,F. _-vnm9c _" oxvm o cO� e Q 3y M `om -o ma o "gom9 z� m= m a �ma 09 4 3 -omm9o° oAom`'"� m "m"-om.M Om b =H ; oy Em xx xxx '_ MM Rp P pgTmmm gm �A 0NA 51H m 3M5 Hg�S F PM y` vm 0 mz maw III Apo mgp &<$�., mp9ya ye H o o�a9a z III moo` z m _�mom on ^pz"$g m zmoo wmamo a om Wom Mom am og z III m„a o g � m mc Fz InVic"-Hm o a > mmm- o n m P n P- m A > M- m " 0 8 H v a mm v 53 MOM gopn� > m 98" °9 H F io °nz oN nm wma F bmm III ->m° 4z+ '�O - oe a " £mAa.."`F NOyma<oz m 3>mc�=o m° mm"" �5'9g ngg °�° =="z D Sm3K Agoz °' In o`n6 EMRam g _ ag=a=m o mP o o� yy _ r s m mw m m K ;gym oappE_N' A t tom C MC o m - g"A po Moa °m �o "oa �mm ='<3go oOmm zo" aNmmzma ° wo_ F o �'m o 3 gm6Wz9g vam ^�` aom z a om x� mz ''=oAA� g P oTaT n zoo r mM VT 0 *m MEM ,m" "°O =�oo�mm »� y a" mgmo_N T 3` mid m; `m °E �o '"o n'm �m o��A4"o"o _ Pao x>=oomdo a F -=a s �s mm �An - mho -_ mg g _ zoo mod° Am< =4A° �z d a Fupon €€°ma 3 >v~ gm > mz "€oo m F """=o :3 m moo�Pmz" 50 00 gym~_ IIIMWHM5 �Mzwz-m " 03=oml � sagm.>> III R =m $ myzwmo "M am@ Fz" m =o nmo °° $ im bsoo-csn?:w3F iw w�mo i9r m � owon zi o� MaSy oKm omoo mm Imo <�a < o N m�yo i%"o;g'F ma mmmo-i>O m� m-m ZO om o ozg zMOZ € o 111 oIII o zMowm onw o� cmwgEoa €s"pA' oE Fg �oo Fz a MZ9T wo IN A A PM z - v a C r r+ -" ., N z F��°mo " �mSoaSma -"ii my�saaaa� o a $%wMw 3 a y;Q€ °�> m� _ - gm �n m ygm b�= o3:XMMg a zm�zA a Aommomm oz-m -am ;PA"=m m oa c F o m$� 5� F5 £ m MP -°gym w a=mo m agFw �m Fm;: QmoP `?Db° � - cma3�O my°"=m9 - "m zmo samm 9 G°m6m� °"m" ns ' x ''o 5 o 5m ?g9 m .3m 4 io 9z n �o " o �saoa _ oaaznn ��':mp'o 6"a �$as mm 2_0009£�m° 6 ,m_5 9am a _ 3 azo`° OW op4a">am°s 'a"o aSo m H =A5 m> oymoAm° mP� g"zm' mwm� m og 1 Z. oRm N 3 » �oyoa' b"moz a mzmcE�a"-m A=@y 5;pp wSz ;>>"zmmmmr� °s -. ma A 5 Qamilm o Aa ;�a Namb oQn mm omva 'F��° �amv b2' o z pa°m Pa m°Km on am zS�am�a "Fnamawmg �0h - <im m g € is - 3 m_ - TAP 9�m mioma �mm AP�on>000S "a �i'i°���m$a '" m °Qym000mmF a$Fm �o _ N`�m Pge "os _ �rgc -,Fz �� o z Fo �° z „Fm.-"anma`3 _ mms Qm � `aj a °gz oa m m"o"o os m czo ?a °<€ o� m ; Mmmzm -> m'=g o=°>P�� �O_M gn�z " � € Acm Nzam x:M I° m "g=o ODDr5umsm -m5$^_ m m 5m "_ - mm �m=m m om=:mP m96�a'°,�m° o.a oMa mF` 9"�" "- $_ pmF F y�mz EA: mym O>Mm' Donor, A D m� $ go gr"o _'O n«$� 'm�-o mm P _ m<m> �i o¢�Ppeoz mom sEAo<wm aS'- om fan "z'A6Pa<m m n3 oOomm Mm' mn mg "m. momgo°MW 0> m ° m ooFb F € g5e� F m m A o�yHmm yP�o sznam fmnz a'^ Fnaaaw �a�s�m= �nma `<o o-20" 3�''m �cSc$°'"m gmamc € emm""am5m 993 xz 5so mho 0FmmE$ z< ZE! ao m a € _ 000e oMm 5m F-< _� 9 $az" 3sz 6 aroma m b°a" ma r�aa-m n =�`" mo -gg-wa og as -� ��b"zm"5j"m�� gmo �nm9 m""9`aaA9F moAsA5msOX ;o'=boo"=" a�o=mmFa a�� -' aim ` m acF �<o3 _ - m' m ny -_Mz 5�5" £ So m.°=m9 n<�° o m�zz "m _ m o �mA gmz zm. cdm ° c u'7'om =3= o €m am - � es��Fm; =gym Fin`� m, mm > £_ ° IIIam z o m In 0 n o N r 5 N 5 gm " Ta m" �a �8o"` °5 o°o N< o z w n„ C 2 E�O`oa9� �3 g>n a z m b°kmamb�5 3 "F <""z'S Aon -II mm ffi " A6 "Sa-MMF m 3mM m'<o sa 3III O mF ° om °- S<"o mgb; s g:-_ as ^_' vm cm g " m a z gc F zN� F s 9m°9 >e '"�'y _ - PFs g 000mo°oo o £ =v Rno 5 $ � ? g � 5 Z b> " <'"£�'" ova 2o=`z° a am r - nmmm>go,'z> od mo,-m mmn N pmoo >rAm " 'g m m �gFz X>a "_ 5 r �=a - F> `m"oon<�O= a- � m -I oQ°mA""aa ZOO 5°z'=" DmFe o~m "R �3m o5 am 9y"g € k" iF�b imp_ 5 ,`JS'F my mA9 9n - epos o C"r=. u s�> z e=w wzF^za'F;a9aoamm oXP�o� e?� 's 5'R" nm<mogm€ oP m2A m 6m<";y mgm`�v n �k"yG ;mz MM $ $o oFD $ ° =a y_mi�m_ gyy o omm ?ma agmmm asaozF�m �ma x -"�"D mo mFmn ;mF " mz" datum "o o6 " m m5.=m D'yzz a z `� mi 5 5 � �m _€ b_<s x mE:mm�F= o oP r� "Mm "5zb�; mew Pn msmo:� _SA m oa "� 00 gad- ;pk $Aoa gm F mF^z�""zm "� - $ ommm° mo m a z zo �z 9 m --�3Fm zam�" a o> z p`"" �° Pam Paa $K ; ° m' oom mg9 m35=m$az" i �° mein n $a�am - �m m5°a= �=a m mA "=oo " nP 5 n o� '�`m3 "=m a$amb<mn faro„ gg ogom a� mm mmm�m loom = - 5amz$ boo eim�oo mmnsm aT aim;gym gm s=g" aomo�p'b$ a'o o<m mad - omp�="" 30- FRS m p£= °m" o �co9m>=o Am= 05 " r',o_ = xMR 9 09 mho z=u � € a � Pw " �° zFqd MIMEm z$�M a= "F ssam< i aQ :_^ oF..r�wvo z"a oz3 .. c mA °na a_gnv-` " omRa� P< .'7 gm'm$mm m` ggFc' F off" - a $ $m"� " mo _ = 5a " m F< s mg "a m ° z �� " m " m N e n -g�$ sz > "� m�mxwmmFm >�c'F s gmi=$ tutu m�� i oz' - "i o "im° �m�y m3m �z'' Em� EoFi" "i m"i -,y+� z gas tutu " :� 9FO 3 $�cm=m i°so`lm n_ Fa e S 3HmY moSm a>° o am ms: a '$sue- ' _z� �wm ,m9'F o €mzapo "� o `'g = --m°m P "m 53 m m MMMM P'z . «Ho ova s°'s 0 a � o Pno 5 �WA�mm°s9 m �m M- a °o oz�zm omHaS a ss o °» p om> m E` P'TM 5 > `� � Toz �`^ w>D>am "p3No g "T S"Z�mb" oM mo Asp m_ =:mm 5o"m zo gmg"oa MTO >2x am= P " Fz"6a m >55 . -- " m� c"sm€m°� 9" 00 my9_ - mm ' S m3 Hm mmff< -p "zn m �02 '"mmo�a _0O°m9 ago °$ Mgs _zmwc� �z _ g Mwoomm mgm gg�roff _°' ��� 2° gym; g s �"7So g F omz"m o ooc<' aFv 5 �5 n9F a€'c",9 yam ° m guzy1 o:� 5'�z'F mu, RRF ;smF m�`<am °m m m oo _� c " 0 m�m zzg3a tan f 000O1s �"° F"ac Own �o0 5� d III m€OT °5 g= € izo m A o= � aAm om m NON mpo � m moF°>`? �zF g�mm o :�N oA o 5mzm> �oz �n"a 6o oz zM �g 0o s m a ygm oj$c oom;n _ `"Am z am ozmFm zoo A` ' o mg zrM>o m m «_mo 3o-"a Cpmm"" �p = £ Pm z @m_m� m° "off^° �`VMm qQ °'s° - >fma mm �:9 = �p<sgo am - o c Fm< 8 tutu tutu Own IIIa mo emg' a m Imo Fo -9�0= ME m m a ° P A - ? 9 m gay°=aim m9 g O'ma V ; off °€ >m �soc ;�'m„v; a >5 a ao m=a3mwz °a a "5 `-a J'mz og"a"o z ;° � �^86o m oR i b �E` ° R F�t3 s= o� -0 2m'w3aj m 3 -1n o "F a m 05 A9 nfm "� �gm 0=0 ?$a° ;- b Mo a mF ;-zoo-I:jH 5 0 g "m .;Nmm�m 0 9�o"� nV" "moi :$ cP ado oammMwomg 50w �j Fmk yF gc$ymy m m- Now na£ °3maF2 _ z m�M_IzWo c °-A 'NA �mg Fv'n s m m �^mo°no - m " V> �III" 111 a=F=om�m��o s mF o om m m ;.°,mm5xm >m�:a 3� g=m �zmo� m;oo am SPECIFICATIONS coaeow.r<Cri NEWpp WROUTE Atmao¢LANDSCAPE 318 DA1TON STREET p ®®w m IACHENRY COUNTY me�Qa By:�.Nrn � MCRENRYI IL E CH IOD4$ o�.�m�-�� o.nc . Mir eft ma a wt sow: �Q r — — DAYTON STREET — — — I I— / I c) w rott14 A ® C.N.. coon It I -L -- -- -- -- - °. I I I I. 3B 99 � qqq gYi"�Y'e q Y'i'gny F S N s F� 8_ __ g _ _E _ _ SEEM _ __ �IV F^ s GO o IV ZA 1 SIGNAGE PLAN can n NEW BUILD CDROUTE 31 d OAYiON STREET (n W MCHENRY COUNTY ayrmpered o Cn cn MCHENRY�IL ., .aA, and e..t t. e....e oxl�ia ac. F �d s .r c� N P P 1, 74 � o o ROUTE 318UAYiCN STREET (/� � s i w � MCHENRY COUNTY C/3_. s s 17 rn MCHENRY, IL �P _z .m 00 0� z z - n D - Speedwary I� I� L � r o DAYTON STREET m cmil cmii C� ®'. El l' IV a — — —ol — • O I I m 22-1219-12" 22-12" 19-12�q MM _ m LL555 (� rn m F4 Mm g 4 nz= I ._CD - Z Z � � v g 7 DIRECTIONAL SIGNAGE PLAN NEW BUILD RCUTE 91h�AYTON STREET MCHENRY CCUNTY MCHENRY, IL Speedway 1 IR i - 4 e¢ BUILDING ELEVATION s q NEW BUILD Speedway, ENµ' m$ §u o ROUTE 31 LDAYMN STREET MCHERRYC< 5 u N M� RYI R. eeE pin�n �M conswcuon DapL on. H323 Department of Community & Economic Development Doug Martin, Deputy City Administrator 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 DATE: May 7, 2018 T0: Mayor and City Council FROM: Douglas Martin, Director of Economic Development RE: Consideration of a Sewer Connection at 1920 Orchard Beach Road ATT: Location Map AGENDA ITEM SUMMARY Mr. Mike Cloe contacted the City about connecting to the sanitary sewer system at 1920 Orchard Beach Road. BACKGROUND The property is currently not wn the City of McHenry corporate limits and not contiguous to City boundaries thus Mr. Cloe would be required to pay 1.5 times the normal City fee rates. Additionally, he would be required to satisfy the existing recapture agreement in place. The property would also be required to annex to the City upon becoming contiguous. ANALYSIS Council may recall that in 2009 the property owners residing at 1910 Orchard Beach Road entered into a similar pre -annexation agreement and others have done so since that time. The owners at 1910 Orchard Beach Road were required however, to extend the sanitary sewer main south down Orchard Beach Road to connect. The current property owner would be permitted to tie directly into the manhole however, if he decides to sell his property, the sewer main would be required to be extended to the end of his property line. In order to ensure the aforementioned conditions are memorialized with the current and future property owners, staff will record a memorandum of recording against the property. RECOMMENDATION Therefore, if the City Council concurs, it is recommended that a motion be made to permit Mr. Cloe to connect to the City's sanitary sewer system subject to the following conditions. • Property must annex when it becomes contiguous; • Non-resident fees must be paid; • Sanitary sewer main must be extended if Mr. Cloe sells the property; • Recapture fee is required at time of permit in accordance with the existing recapture agreement; • Memorandum of Recording shall be recorded against the 1920 Orchard Beach Road. LF 1007 . 4a10 IT. a. I _ " 1 ILL �+91 11' til �r IF � 1 1 g� III ilMx/_115:,.-w�l � � � 4t• — _ `IF IN 'LA F-IF FILL �,��. •%" •f ILL s • i ti, t ANT. A IF �L 1I NFL, ALL F I. IF ILL didd_ Ld i 4 1 1 ..: — VI IN � ti •diddid._ -A 11y � — eti r I _ S ` `'4 i 8 Department of Community & 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 DATE: May 7, 2018 T0: Mayor and City Council FROM: Ross Polerecky, Community Development Director RE: Sign Variance for Don Hansen Auto Service ATT: Sign application, proposed sign panels AGENDA ITEM SUMMARY The Community Development Department received a sign variance request from Don Hansen's Alignment to allow one additional wall sign and an additional 46 square feet of total sign area. BACKG ROU N D Don Hansen's Alignment located at 1313 N North Drive has been is business in the City of McHenry for over 36 years, the owner of the business had rented the building for those 36 years and just recently purchased the building from his landlord. Over the last four months since the purchase, Don Hansen has invested money into a new roof structure, new windows and new siding. The transformation and upgrades to this building show Mr. Hansen's dedication and investment to the City of McHenry. With the new upgrades to the building the applicant is also looking to update the signs for his business ANALYSIS This business is located in an industrial zoning district, which has a more restrictive sign ordinance than the more common commercial district. Under the industrial zoning Hansen's auto would be allowed one wall sign with a total size of 48 sq/ft. If this property was zoned commercial, two signs would be allowed with a total size of 48 sq/ft. The applicants proposal includes one 4'x16' (64 sq/ft) wall sign on the South elevation and one 5'x6' (30 sq/ft) wall sign on the East elevation, the proposed sign on the East elevation is an existing sign that was removed during renovations and the sign on the South elevation would be new, all other signs from the building prior to the renovations would not be reinstalled. The total size of the two new proposed signs is 94 sq/ft this is 46 sq/ft over what is allowed by ordinance therefore a variance for the addition wall sign not Department of Community & ^o Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 ,Henr Fax: (815) 363-2173 www.ci.mchenry.il.us allowed in the industrial zoning and the additional 46 sq/ft is needed. Hansen's Auto can be seen from route 120 and the additional wall sign on the South elevation would greatly increase the visibility from route 120. RECOMMENDATION Therefore, if the City Council concurs it is recommended that a motion be made to grant a sign variance to Hansen's Alignment and Auto Service, 1313 N North Dr., to allow a second wall sign and an additional 46 Sq/Ft of total sign area. n City of AlcHenry Community and Economic Development PROPERTY ADDRESS: Non -Residential Minor Permit Application ESTIMATED COST OF CONSTRUCTION: /�Ct Existing Use: EV Commercial ❑ Indust/Office ❑ ❑ Air Conditioning ❑ Fire Suppression ❑ Accessory Bldg ❑ Lawn II•rigation ❑ Driveway/Lot Pay. ❑ Masonry ❑ Demolition ❑ Retaining Wall (over a ❑ Electric ❑ Remodel/Alteration ❑ Fence ❑ Seal Coating/Stripe ❑ Furnace ❑ Sidewalk/Stairs ❑ Fire Alarm ❑ Siding ❑ Other: Owner: H/C Signs ❑ Freestanding }� Wall ❑ Temporary to Over the Counter ❑ Re -roof ❑ Water Heater ❑ Water/Sewer Repair Address: E-mail: 6 ,4em)ee—l?e S % &yam eA £c'c)• v Contractor: Phone: f5 :2 9 (,� E-mail: z PERMIT NO. 19� 0 4 � 0 O 4 Community &Economic Development 333. S. Green Street, McHenry, IL 60050 E-mail: CED @ci.mchenry.il.us (815) 363-2170 OFFICE USE ONLY Zoning Dist: 71 Township/Pin:j9V,,,26i r0 4Eu6k Development APR 2 ?8i8 City of McHenry Plan Review: Building: Plumbing: Bond: Misc.Deposit: TOTAL: City: ' C e1 State. � Zip:�®®5 `f� Electrical Contractor: Phone: O Submit a copy of an electrical license with this application. Plumbing Contractor: Phone: �) Submit the following: Letter of intent on plumbing contractors letterhead (with corporate seal, or notary seal) stating that they are doing this job; copy of State plumbing license; copy of certificate of State registration. Roofing Contractor: Phone: (� Note! Submit a copy of a State of Illinois I•oofing contractor license with t}lis application. All information provided herein is true and correct and all ordinances and codes of the City of McHenry shall be complied with. I hereby represent and agree that, in considera- tion of this permit being issued, only the work herein applied for will be done and that the premises being worked on will only be used for the purposes set forth herein. I under- stand and hereby acknowledge it's the property owner's responsibility to ascertain if there are any existing private covenants, conditions and/or deed restrictions, which may further regulate and/or prohibit work for which this building permit from the City has been obtained. I further acknowledge it's the property owner's responsibility to obtain required written or other permission or follow any other private approval process from any such home, property owner's or other association, if applicable, prior to commencing work on my property even if a building permit is issued by the City. I hereby indemnify the City, its officials and employees from any and all liability for damages, lawsuits, attorneys fees and in%jup� mg d�athh ustained by anyone or damage to any property, including surveying errors and encroachment liability which accrue against the City, SIGNED:/ 1 fs�a / Y —Z+� e DATE: FOR OFFICE USE Approved By Issued Expiration Name: Date: Date: (Rev. 9/15) M Nrn yj llliwis '- - c 4 j r• At Vir Street Yerv-Ott 2012 ~� ii f Pi S�i,>-.✓Y._: ._�--- — y '�-. i {7' �" w • , if fAA hL street Mery -Sep 2(112 AN �� �� x � io 5 �b a �, o�c �--r•wn �.. ., :_ . - - -_. :,, • - - _ _ .. - _ - - :, � _ i � , _ - . _ T .�. - __ mac. S y'T�+K '�h L � 4 � � F�.t .�tk t F .i� �.� '-.;;K'_�,.�� s"-i-., =tea � ,_,i t �a wz, 3- , . i _ � j i � . � #t ` ! 'ems- +�� _ i �..r s-a�, '-c. -r -t-�= _ - - _ t�''�'-c� Fx` ' �a.+. t����tt,'r� �fC��:�r`�?ayrT���a.z "�islwa '� 4 �' _ _ _ .. - � a�� `� t1 �'�- * Q;.,-r 4ry ��d - �'"ti` � .4 i M.T. 'iS � � �r � 4 "' � i� y �r ! �yy t y i _. i .. �_ v .r J��'r L i, _. _ Wayne Jett Jr., Mayor Derik Morefield 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 7, 2018 TO: Mayor and City Council FROM: Mayor Wayne Jett Jr. RE: Request to transfer the Class F2-10 Liquor License issued to Riverside Shop N Go 1325 N. Riverside Drive ATT: Letter of Request and Application AGENDA ITEM SUMMARY Mr. Alay N. Shah President of GAAGI 2 Inc. is purchasing Riverside Shop N Go located at 1325 N. Riverside Drive and has submitted an application for the transfer of the Class F-2 liquor license issued to the business. BACKG ROU N D The current license classification authorizes the retail sale of packaged alcohol. If approved, Or. Shah has conveyed that the sale of the property is contingent on the successful completion of the transfer of the Class F-2 license. Then the date of the issuance of the liquor license will be determined. ANALYSIS All required paperwork was submitted, the $250 transfer fees was paid, and I met with the applicant. Mr. Shah was satisfactorily fingerprinted by McHenry Police, is BASSET certified and conversant with State of Illinois liquor control laws. RECOMMENDATION Therefore, if Council concurs, then it is recommended a motion be considered to grant the transfer of the Class F240 liquor license to Mr. Shah d/b/a Riverside Shop N Go located at 1325 N. Riverside Drive as presented. The City of McHenry is dedicated to providing its citizens, businesses, and visitors with the highest quality of programs and services in acustomer-oriented, efficient, and fiscally responsible manner. 3 &,�p � f t,t nil License No, Date Issued Date Effective CITY OF MCHENRY APPLICATION FOR LIQUOR LICENSE UNDER CITY OF MCHENRY LIQUOR CONTROL ORDINANCE FISCAL YEAR 2018I2019 TO BE FILED WITH THE OFFICE OF THE MAYOR ALL LIGENSES EXPIRE APRIL 30 FOLLOWING DATE OF ISSUANCE NAME OF BUSINESS, ADDRESS, TELEPHONE, EMAIL.: E 3. 4. 5. 6. t Please indicate form of ownership: CORPORATION PARTNERSHIP IF CORPORATION: Corporation Name:. Corporate Address: Corporate Phone N� State of Incorporation:._��..____—___,__,___ IF PARTNERSHIP: Name: Corporate Address: Corporate Phone Number; State of Incorporation: IF INDIVIDUAL/SOLE PROP: Applicant's Full Name; Date of Birth:._---_----�-_.�...�o Residence Address: LL F� 7. ttome Phone: 22M- N 6 r�5'E?5Business Phone: !:� ., 8. Citizen of U.S.? ._�If a naturalized citizen, when and where Court in which (or law under which) naturalized: 9. ralized? Fee Received Date Received Receipt Issued On Check No. Cashier's Chk. Cent, Check Cash NDIVIDUAL/SOLE PROP. (A) If Applicant is a PARTNERSHIP, give name and address of all partners holding 5% or more of the partnership interest: r (F3) If Applicant is CORPORATION, give name, address and telephone number of owners holding 5% or more shares and registered agent: 2018 PAGE TWO 10, If Applicant and Local Manager are not the same, give name, address and telephone number of Local Manager: Local Manager's: Date of Birth: (� _. Place of Birth: „-_f �_____. Citizen of U.S.? 11 Principal Type of Business: C1t ee..jyY 12, What is current zoning for this property? Ret A — 13. Type of License Sought: 14. Date on which business was or will begin at this location: 15, Does applicant own premises for which license is sought? I Q .If not, state name and address of owner and attach copy of executed lease. 16. If propert is owned by a,land trust, rustee must file affidavit disclosing names and addresses of all beneficial ow ers and percentage of interest. t1 dn wow5v , r'IIN frl av%j *i N�� �101 , 31�7 t C m 64rRet. Tie �^r' . 6C10�? 17, Is the locat of applicant's business for which license is sought within one hundred feet of any church, school (except inMitutions of higher education), hospital, home for aged or indigent persons or for veterans and their families or any military or naval station? A. If answer to the above is "YES", is the applicant's place of business a hotel offering restaurant service, a regularly organized club, a food shop or other place where the sale of liquor is to the principal business? _. If yes, how long has place of business been in operation?_^.___ — 18 If applicant has ever engaged in the business /orsale of alcoholic liquor at retail, list address of all locations (may attach supplemental sheet). 19. Illinois State liquor License Number. , I _ Attached copy of Stale Liquor License Certificate, 20, Give applicant's Retailer's Occupational tax (ROT) Registration Number: 21. Are you delinquent in the payment of the Retailer's Occupational Tax (Sales Tax), and if so, the reasons therefore: 22. If this application is for a new license or a transferred license, attach to this Application a copy of Applicant's balance sheet and operating statement for the past three years, or if not available, other proof of financial responsibility. 23. Name and address of dram shop insurance company for both the licensee and owner of the building in which the alcoholic liquor will be sold for the duration of the license AND attach a copy of the declaration page showing the insured parties and amounts of coverage. 24. Describe parking facilities available to the business:._ ���%"� �" � �'� � � 25. Are you familiar with all the laws of the United States, State of Illinois and ordinances of the City of McHenry pertaining to the sale of alcoholic �--- 26. Will you maintain the entire premises in a safe, clean and sanitary manner free from conditions, which might cause accidents? 2 7. Will you attempt to prevent rowdiness, fights and disorderly conduct of any kind and immediately notify the McHenry Police Department is any such events take place? ��i�' 28. Has any manufacturer, importing distributor or distributor of alcoholic liquors directly or indirectly paid or agreed to pay for this license, advanced money or anything else of value or any credit (other than merchandising credit in the ordinary course of business for a period not in excess of 90 days), or is such a person directly or indirectly interested in the ownership, conduct or operation of the place of business? -_iy4' ,If answer is "YES", give particulars: i 29. Have you, or in the case of a corporation, the owners of 5% or more shares of the corporation or the local manager, or in the case of partnership. any of the partners, ever been convicted of any violation of any law pertaining to alcoholic liquors?___.,-,_ answer is "YES", explain: 30. Have you, or in the case of a corporation, the owners of 5% or more shares of the corporation and the local manager, or in the case of a partnership, any of the partners, ever been convicted of either a felony or a misdemeanor? „__..'�(�,______._ If so, please describe: 2018 PAGE THREE 31. Is any individual who is directly or indirectly interested in applicant's place of business, a law -enforcing official or elected public official (mayor, alderman, and member of any City commission, committee or board)? �q _. If so, please state name and address of such person: 32. List your occupation or employment with addresses thereof for the past 10 years (if partnership or corporation, list same information for each partner and the local manager- (please attach). 33, Have you ever been convicted of a gambling offense (if a partnership or corporation, include all partners, owners of 5% or more shares of the corporation and the local manager)?�_ If so, give all details: 34. Has any owners) or members) of a Partnership been issued a federal gaming devise stamp or a federal wagering stamp by the federal government for the current tax period? If a Corporation, has any officer, manager, or director thereof; or, any stockholder owning in the aggregate more than twenty (20) percent of the stock, been issued a federal wagering devise stamp or a federal wagering stamp by the federal government for the current tax period? 35. Will you and all your employees refuse to serve or sell alcoholic liquor to an intoxicated person or to a minor? _ _. —_T_ 36, Have you, or any partner, or owner of 5% or more shares of the corporation or local manager, ever had a liquor license revoked or suspended? 37. If so, give all details, including location of the licensed property (please attach). CAUTION: Failure to provide accurate or complete information may result in the suspension andlor revocation of your liquor license and/or the issuance of a fine. No person holding a license issued by the City of McHenry shall, in the conduct of the licensed business or upon the licensed premises, either directly or through the agents or employees of the licensee: 1. Violate or permit a violation of any federal law or state statue. 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. 3. 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 of and/or consumption of any alcoholic beverages outdoors absent a specific permit granted by the McHenry City Council however; provided, outside sales and/or consumption shall bo permitted from the hours of 11:00 a.m. to 4:30 p.m. during Sidewalk Sales on the Saturday preceding Parade Day during Fiesta Days, 5. During Fiesta Days Celebrations on Parade Day, sell or serve (a) carryout alcoholic beverages (not including packaged liquor sales); or (b) alcoholic beverages in non -original containers, such as plastic cups. Only original containers, such as cans, bottle or glassware may be used. 6. Allowing 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 licensed premises or on, about and/or adjacent to the property where the licensed premises is located. 7. Allow patrons to serve or distribute alcoholic beverages to minors on the licensed premises or allow minors to drink alcoholic beverages on the licensed premises, 8. Fail to call the City Police Department upon the violation of any City ordinance or state law relating to fighting, disorderly conductor excessive noise constituting a nuisance or tumultuous conduct of patrons and/or employees on the licensed premises. PAGE FOUR AFFIDAVIT STATE OF ILLINOIS ) ) ss COUNTY OFMCHENRY ) I, the undersigned, being first duly sworn, deposes and says that I (we), have read the above and foregoing Application, caused the answers to be provided thereto and all of the information given on said Application to be true and correct, and consent to investigation and background check by the Local Liquor Control Commissioner or his designee and agree to comply with all City Ordinances and the rules stated on this application. SOLE PROPRIETOR: Signature of Applicant PARTNERSHIP: (Authorized Agent of the Partnership) Signature Print Name Title CORPORATION: (�° �� S� (Authorized Agent of the Corporation) ;s� V.( Signature Print Name A A_ Title MANAGER: p�AL SEAL" Marcia M. Geraghty Notary Public, State of Illinois . My Commission Expires 06/24/2018 Signature of Local Manager Print ame Subscribed and sworn to before me this n�e�rni-.r ruaLrc Subscribed and sworn to before me this day of Subscribed and sworn to this � Subscribed and sworn to before me this SOT?F.'Y 6I:, Jd� 2018 mmenr Wayne Jett Jr., Mayor Derik Morefield 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 7, 2018 TO: Mayor and City Council FROM: Mayor Wayne Jett Jr. RE: Request for a Class A Liquor License formerly issued to Beerability Lake Zurich, LLC d/b/a Beerability to Chen's Jackpot Cafe, Inc. d/b/a Chen's Asian Cafe located at 4117 W. Shamrock Lane. ATT: Application AGENDA ITEM SUMMARY Or. Yong Chen, owner of Chen's Jackpot Cafe, Inc. has purchased the Beerability business located at 4117 W. Shamrock Lane, and has submitted an application for a Class A liquor license. BACKGROUND The current license classification authorizes the retail sale of beer, wine, and spirits for consumption on premises and retail sale of packaged alcohol. Beerability formerly offered a variety of craft beers, casual dining menu, and video gaming. Mr. Chen intends to offer Asian Cuisine, Cocktails, and Teas along with video gaming. ANALYSIS All required paperwork was submitted, the $1,400 liquor license fee was paid, and I met with the applicant. Mr. Chen was satisfactorily fingerprinted by McHenry Police, is BASSET certified and conversant with State of Illinois liquor control laws. Mr. Chen currently holds a similar license in Round Lake Beach. Staff contacted the Official in Round Lake Beach and Officials confirmed that there were no liquor violations. RECOMMENDATION Therefore, if Council concurs, then it is recommended a motion be considered to grant a Class A -liquor license to Chen's Jackpot Cafe, Inc. d/b/a Chen's Asian Cafe located at 4117 Shamrock Lane as presented. The City ofMcHenry is dedicated to providing its citizens, businesses, and visitors with the highest quality of programs and services in a ccrstomer-oriented, efficient, and frscally responsible manner. �9 ipel MS License No. Date Issued Date hLULIV=D APR 1 1 2018 'ITY OF McH NRY CITY OF MCHENRY APPLICATION FOR LIQUOR LICENSE UNDER CITY OF MCHENRY LIQUOR CONTROL ORDINANCE NAME OF BUSINESS, ADDRESS, &TELEPHONE #.: _ FISCAL YEAR 2017/2018 TO BE FILED WITH THE OFFICE OF THE MAYOR Fee Received Date Received Receipt Issued On Check No. Cashier's Chk. ALL LICENSES EXPIRE APRIL 30 Cert. Check FOLLOWING DATE OF ISSUANCE 1. Please indicate form of ownership: CORPORATION PARTNERSHIP 2. 3. 4. 5. 6. IF CORPORATION Corporation Name: Corporate Address: Corporate Phone N State of Incorporation: IF PARTNERSHIP: Name: Corporate Address: Corporate Phone Number: State of Incorporation: IF INDIVIDUAL/SOLE PROP: Applicant's Full Name: �L Cash i `L () h0 _ I Z os�j NDIVIDUAL/SOLE PROP. Date of Birth: Residence Address: 7, Home Phone: °" CO `� vV�'Business Phone: �oil� '� ��(� EMAIL: In1�'� Ci�Pf� 0 , �1 t^L10-, 8. Citizen of U.S.? I e i If a naturalized citizen, when and where naturalized? 20 l Court in which (or law under which) naturalized: Q CEO 9. (A) If Applicant is a PARTNERSHIP, give name and address of all partners holding 5% or more of the partnership interest: (B) If Applicant is CORPORATION, give name, address and telephone number of owners holding 5% or more shares and registered agent: A'1 2016 PAGE TWO 10, If Applicant and Local Manager are not the same, give name, address and telephone number of Local Manager: Local Manager's: Date of Birth: Place of Birth: 11 Principal Type of Business: kek ((J (jam ab 12. What is current zoning for this property? 13. Type of License Sought: 14. Date on which business was begun at this location: t 15. Does applicant own premises for which license is sought? \(e.5 If not, state name and a, Citizen of U.S.? of owner and attach copy of executed lease. 16. If property is owned by a land trust, trustee must file affidavit disclosing names and addresses of all beneficial owners and percentage of interest. 17. Is the location of applicant's business for which license is sought within one hundred feet of any church, school (except institutions of higher education), hospital, home for aged or indigent persons or for veterans and their families or any military or naval station? A. If answer to the above is "YES", is the applicant's place of business a hotel offering restaurant service, a regularly organized club, a food shop or other place where the sale of liquor is to the principal business? If yes, how long has place of business been in operation? 18. If applicant has ever engaged in the business or sale of alcoholic liquor at retail, list address of all locations (may attach supplemental sheet). &,t (� 19, Illinois State Liquor License Number: !jjy Attached copy of State Liquor License Certificate, 20. Give applicant's Retailer's Occupational tax (ROT) Registration Number: 41,11ffi' 0 001 21. Are you delinquent in the payment of the Retailer's Occupational Tax (Sales Tax), and if so, the reasons therefore: 22. If this application is for a new license or a transferred license, attach to this Application a copy of Applicant's balance sheet and operating statement for the past three years, or if not available, other proof of financial responsibility. 23. State name and address of dram shop insurance company for both the licensee and owner of the building in which the alcoholic liquor will be sold for the duration of the license AND attach a copy of the declaration page showing the insured parties and amounts of coverage. 24. Describe parking facilities available to the business: 25. Are you familiar with all the laws of the United States, liquor; and will you abide by them? of Illinois and ordinances of the City of McHenry pertaining to the sale of alcoholic 26. Will you maintain the entire premises in a safe, cleyan and sanitary manner free from conditions, which might cause accidents? 27. Will you attempt to prevent rowdiness, fights and disorderly conduct of any kind and immediately notify the McHenry Police Department is any such events take place? 28. Has any manufacturer, importing distributor or distributor of alcoholic liquors directly or indirectly paid or agreed to pay for this license, advanced money or anything else of value or any credit (other than merchandising credit in the ordinary course of business for a perio not in excess of 90 days), or is such a person directly or indirectly interested in the ownership, conduct or operation of the place of business? If answer is "YES", give particulars: 29. Have you, or in the case of a corporation, the owners of 5% or more shares of the corporation or the loc I manager, or in the case of partnership, any of the partners, ever been convicted of any violation of any law pertaining to alcoholic liquors? �)<�a answer is "YES", explain: 30. Have you, or in the case of a corporation, the owners of 5% or more shares of the corporation and the local manager, or in the case of a partnership, any of the partners, ever been convicted of either a felony or a misdemeanor? � If so, please describe: 31. Is any individual who is directly or indirectly interested in applicant's place f•business, alaw-enforcing official or elected public official (mayor, alderman, and member of any City commission, committee or board)?please state name and address of such person: 2016 PAGE THREE 32. List your occupation or employment with addresses thereof for the past 10 years (if partnership or corporation, list same information for each partner and the local manager — (please attach). 33. Have you ever been convicted of a gartlling offense (if a partnership or corporation, include all partners, owners of 5% or more shares of the corporation and the local manager)? If so, give all details: 34. Has any owner(s) or member(s) of a Partnership been issued a federal gaming devise stamp or a federal wagering stamp by the federal government for the current tax period? If a Corporation, has any officer, manager, or director thereof; or, any stockholder owning in the aggregate more than twenty (20) percent of the stock, been issued a federal wagering devise stamp or a federal wagering stamp by the federal government for the current tax period? a i 35, Will you and all your employees refuse to serve or sell alcoholic liquor to an intoxicated person or to a minor? /Gi� 36. Have you, or any partner, or owner of 5% qr more shares of the corporation or local manager, ever had a liquor license revoked or suspended? 37. If so, give all details, including location of the licensed property (please attach). CAUTION: Failure to provide accurate or complete information may result in the suspension and/or revocation of your liquor license and/or the issuance of a fine. No person holding a license issued by the City of McHenry shall, in the conduct of the licensed business or upon the licensed premises, either directly or through the agents or employees of the licensee: 1. Violate or permit a violation of any federal law or state statue. 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. 3. 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 of and/or consumption of any alcoholic beverages outdoors absent a specific permit granted by the McHenry City Council however; provided, outside sales and/or consumption shall be permitted from the hours of 11:00 a.m. to 4:30 p.m. during Sidewalk Sales on the Saturday preceding Parade Day during Fiesta Days. 5. During Fiesta Days Celebrations on Parade Day, sell or serve (a) carryout alcoholic beverages (not including packaged liquor sales); or (b) alcoholic beverages in non -original containers, such as plastic cups. Only original containers, such as cans, bottle or glassware may be used. 6. Allowing 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 or+ the licensed premises or on, about and/or adjacent to the property where the licensed premises is located. T Allow patrons to serve or distribute alcoholic beverages to minors on the licensed premises or allow minors to drink alcoholic beverages on the licensed premises. 8. 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. 2016 PAGE FOUR AFFIDAVIT STATE OF ILLINOIS ) ) ss COUNTY OF MCHENRY ) I, the undersigned, being first duly sworn, deposes and says that I (we), have read the above and foregoing Application, caused the answers to be provided thereto and all of the information given on said Application to be true and correct, and consent to investigation and background check by the Local Liquor Control Commissioner or his designee and agree to comply with all City Ordinances and the rules stated on this application. SOLE PROPRIETOR: Signature of Applicant PARTNERSHIP: (Authorized Agent of the Partnership) Signature Print Name Title CORPORATION: (Authorized Agent of the Corporation) Signature Print Name Title MANAGER: Signature of Local Manager Print Name Subscribed and sworn to before me this NOTARY PUBLIC Subscribed and sworn to before me this NOTARY PUBLIC Subscrib d and sworn to b day of me this N�t�r� e'R��Ilte2 Cafe of Illinois Subscribed and sworn to before me this day of , 20 NOTARY PUBLIC 2016