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Ordinance 2025-13202500011700 DEBBIE GILLETTE RECORDER - KENDALL COUNTY, IL RECORDED: 09/12/2025 11:04 AM RECORDING FEE 57.00 PAGES: 282 UNITED CITY OF YORKVILLE KENDALL COUNTY, ILLINOIS ORDINANCE NO.2025-13 AN ORDINANCE OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS APPROVING AN AMENDMENT TO A PLANNED UNIT DEVELOPMENT FOR YORKVILLE CROSSING (COSTCO WHOLESALE CORPORATION) Passed by the City Council of the United City of Yorkville, Kendall County, Illinois This 28`h day of January, 2025 Published in pamphlet form by the authority of the Mayor and City Council of the United City of Yorkville, Kendall County, Illinois on February 6, 2025. Ordinance No. 2025-13 AN ORDINANCE OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS APPROVING AN AMENDMENT TO A PLANNED UNIT DEVELOPMENT FOR YORKVILLE CROSSING (COSTCO WHOLESALE CORPORATION) WHEREAS, the United City of Yorkville, Kendall County, Illinois (the "City ") is a duly organized and validly existing non -home -rule municipality created in accordance with the Constitution of the State of Illinois of 1970 and the laws of the State; and WHEREAS, the Mayor and City Council approved by Ordinance Number 2000-34 dated July 13, 2000, AN ORDINANCE AUTHORIZING THE EXECUTION OF A PLANNED UNIT DEVELOPMENT AND ANNEXATION AGREEMENT OF DONALD J. HAMMAN AND CAROL S. HAMMAN, establishing the Yorkville Crossings Planned Unit Development ("PUD") which was recorded in the office of the Kendall County Recorder as document 200000012564 on September 15, 2000; and WHEREAS, the Mayor and City Council approved by Ordinance Number 2008-21 dated March 11, 2008, AN ORDINANCE AUTHORIZING THE EXECUTION OF A MODIFICAION TO THE PLANNED UNIT DEVELOPMENT AND ANNEXATION AGREEMENT OF DONALD J. HAMMAN AND CAROL S. HAMMON, ORDINANCE 2000-34, approving certain modifications to the PUD which was recorded in the office of the Kendall County Recorder as document 200800012052 on May 13, 2008; and WHEREAS, Costco Wholesale Corporation (the "Petitioner") desires to develop an approximately 34-acre site that is located within the PUD, at the southeast corner of East Countryside Parkway and McHugh Road (the "Parcel") with a members -only retail store (the "Warehouse") and a fueling facility (collectively, the "Project"); and WHEREAS, the Petitioner has filed an application to amend the Planned Unit Development for Yorkville Crossing (the "Amended PUD"), seeking to include the Petitioner's site development plans, along with requesting certain deviations from the City's Unified Development Ordinances (the "UDO"); and WHEREAS, a legal notice of publication regarding a public hearing before the Planning and Zoning Commission (the "PZC") on the proposed Amended PUD was duly published in a newspaper of general circulation in the City, not more than thirty (30) nor less than fifteen (15) days prior to the public hearing; and WHEREAS, the PZC convened and held a public hearing on January 8, 2025, for the consideration of the Amended PUD; and WHEREAS, the PZC reviewed the standards set forth in Sections 10-8-51) and 10-8-8E of the UDO; and Ordinance No. 2025-13 Page 2 WHEREAS, upon conclusion of said public hearing, the PZC made findings of fact and a recommendation to the Mayor and City Council (the "Corporate Authorities") to approve the Amended PUD; and WHEREAS, the Corporate Authorities have reviewed the findings and recommendation of the PZC and therefore agree to amend the Planned Unit Development for Yorkville Crossing to accommodate the Petitioner's request, said Amended PUD being substantially in the form attached hereto. NOW, THEREFORE, BE IT ORDAINED by the Mayor and City Council of the United City of Yorkville, Kendall County, Illinois, as follows: Section 1. The above recitals are incorporated herein and made a part of this Ordinance. Section 2. The Amended PUD is hereby approved substantially in the form attached hereto as "Exhibit A", subject to certain conditions set forth in Section 4 of this Ordinance. Section 4. The Parcel shall be constructed, operated, and maintained as a members -only wholesale retail store known as "Costco" pursuant to the Amended PUD and in accordance with the following conditions: a. Yorkville UDO Modification Standard #2, "Sustainable Design" shall apply specifically to the Warehouse proposed for the Parcel. The sustainable design elements shall include: 1. The building structure's steel system and architectural metal panes shall be comprised of 80% recycled content, with the associated batt insulation comprised of greater than 50% recycled content. 2. The roof shall maintain reflectance, emittance and SRI rates that lessen heat gain, and the premanufactured building system shall provide erection efficiency to reduce impacts to the carbon footprint. 3. Landscaping shall be designed to create a high impact with seasonal interest, and shall incorporate many native and drought tolerant species, which shall minimize irrigation and maintenance needs. 4. All site and building lighting systems shall utilize LED technology. 5. A water management system shall be implemented to lower wastewater and sewer use. 6. Any refrigeration systems shall use carbon dioxide as a refrigerant, as opposed to hydrofluoro carbons, as carbon dioxide is widely considered a more environmentally conscious refrigerant. b. The Subject Parcel is currently zoned B-3 General Business District. A "general retail store, greater than one (1 ) acre" accurately describes the Costco member -only retail Ordinance No. 2025-13 Page 3 store Petitioner wishes to develop and is permitted in a B-3 General. Business District. A "gasoline service station" is a special use in the B-3 General Business District. The Petitioner shall apply for a Special Use permit for the gasoline service station special use. Petitioner contemplates a "tire center" on the Parcel, which is not an identified use in the City's UDO. City staff has identified this use as similar to "automobile repair" or "automobile service", both permitted uses in B-3 General Business District. c. The Subject Parcel shall be allowed the following deviations to the Yorkville Unified Development Ordinance (UDO): 1. Per Section 10-5-1 of the UDO, the maximum required parking for the Subject Parcel is 386 spaces, The Petitioner is permitted to install 855 parking spaces initially to serve the Project, with an additional 101 future parking spaces planned, for an overall 956 parking spaces to be permitted on the Parcel as depicted in the "Costco Wholesale Site Plan" prepared by MG2 dated January 3, 2025, attached hereto as "Exhibit B ". 2. Per Section 10-5-lK-1 of the UDO, the infrastructure for a minimum of 8 electric vehicle charging stations is required for the Project based upon the maximum required parking. The Petitioner shall not be required to install infrastructure for vehicle charging stations on the Parcel. 3. Per Table 10-5-7-E of the UDO, the maximum height for outdoor light standards in the B-3 General Business District is 35 feet. The Petitioner is permitted to install light fixtures with a maximum height of 36 feet, six (6) inches. 4. Per Sections 10-5-3 C and 10-5-3-E of the UDO, building foundation plantings and parking area interior landscaping shall be provided. The Petitioner is not required to install building foundation plantings and is permitted relief from the placement of parking lot medians for every third bay of parking in front or to the side of the Costeo building and the requirement for a parking island for every 10 parking spaces, as depicted in the "Costco Wholesale Overall Landscape Plan" prepared by Kimsey Horn dated November 15, 2024, attached hereto as "Exhibit C". 5. Per Section 10-5-8-C-3.b of the UDO, Commercial, Office and Institutional Uses, Masonry products or precast concrete shall be incorporated on at least fifty percent (50%) of the total building, broken down as follows: The front facade shall itself incorporate masonry products or precast concrete on at least fifty percent (50%) of the facade and loading bays shall not be located in the front of a building or in the area abutting a public right-of-way. Petitioner may install loading bays on the front of the proposed Warehouse and may incorporate masonry/cementitious materials into approximately 15% of the Ordinance No. 2025-13 Page 4 total building and 34% of the front elevation of the Warehouse, as depicted in the "Costco Wholesale Building Elevations and Material Board" prepared by MG2 dated January 10, 2025, attached hereto as "Exhibit D ". d. The Parcel shall have a minimum of five (5) access points: three (3) along East Countryside Parkway, including two (2) full -access points and one (1) right -in, right - out access point, as well as two (2) full -access points along McHugh Road. A sixth access point, proposed as a three-quarter (3/4) access along East Veterans Parkway, is subject to approval by the Illinois Department of Transportation ("IDOT") and compliance with the Traffic Study prepared by V3 Companies, updated on December 30, 2024, and attached as "Exhibit E.". e. Existing center medians along East Countryside Parkway shall be adjusted to accommodate necessary off -site road enhancements and left -turn lanes shall be created at the intersections of East Countryside Parkway and McHugh Road. f. New right -turn lanes shall be installed at the fueling facility entrance on McHugh Road and at Veteran's Parkway. g. Petitioner will provide a cross -access agreement with any future out lot developers. h. Petitioner shall provide at least one (1) pedestrian connection to the public way off East Veterans Parkway at the intersection with Tuma Road. i. Section 10-5-3 of the UDO establishes landscape standards for new developments. Due to the site's unique location being surrounded by public roadways, special attention will be required during landscape installation to ensure clear visibility at driveway and right-of-way intersections. In accordance with Section 10-5-6 of the Unified Development Ordinance, this may necessitate minor adjustments to the approved Landscape Plan, such as relocating or removing certain plant materials. Plants, trees, or any vegetation placed in the medians shall be the responsibility of the City to maintain. j. Section 10-5-4 of the UDO requires all mechanical units that are visible from any public right of way be screened from public view, and the area to be screened shall be no more than 20% visible through the screening material. Evergreen hedges or non - transparent walls are permitted screening materials per the UDO. Petitioner may screen two proposed ground -mounted compactors located on the west elevation adjacent to McHugh road with landscaping material, such as evergreen trees, ornamental trees and shrubbery located to the west of the compactors in landscape bed edge. k. The Petitioner may install six (6) wall mounted signs on the exterior elevations of the Warehouse, as depicted in the "Costco Wholesale Elevations" prepared by MG2 dated January 10, 2025, attached hereto as "Exhibit D". Ordinance No. 2025-13 Page 5 All plans are subject to review comments prepared by the City Engineer, EEI, Inc., in a letter dated December 5, 2024 and any subsequent reviews related to the Site Plan prepared by MG2 dated January 3, 2025 and a Traffic Study prepared by V3 Companies updated December 30, 2024, attached hereto as "Exhibit F". Section S. This Ordinance shall be in full force and effect after its passage, publication and approval as provided by law. Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this 28t" day of January, A.D. 2025. i 4 CI Y CLERK KEN KOCH AYE DAN TRANSIER AYE ARDEN JOE PLOCHER AYE CRAIG SOLING AYE CHRIS F'UNKHOUSER AYE MATT MAREK AYE SEAVER TARULIS AYE RUSTY CORNEILS AYE APPROVED by me, as Mayor of the United City of Yorkville, Kendall County, Illinois this day of � ac t�u , A.D. 2025. Attest: �cI Y CLERK Ordinance No. 2025-13 Page 6 Exhibit A 1 i f:d ;, nf' Iir?,=CSi" (I 1 Il KEfL'ALL C.OLIITn,r ILLTNOI', REH1.1ETT,� E: PIIC:I!.1=LOD 1 STATE OF ILLINOIS COUNTY OF KENDAL,L ) RkSF Rur cfiof-se ,I_ slii ORDINANCE NO. oo d1� AN ORDINANCE AUTHORIZING THE EXECUTION OF A MODIFICATION TO THE PLANNED UNIT DEVELOPMENT AND ANNEXATION AGREEMENT OF DONALD J. HAMMAN AND CAROL S. HAMMAN, ORDINANCE 2000-34 WHEREAS, it is in the best interest of the UNITED CITY OF YORKVILLE (the CITY), Kendall County, Illinois, and the property owner, that modifications and clarifications to that certain Planned Unit Development and Annexation Agreement of Donald J. Hamman and Carol S. Hamman and the CITY dated duly 13, 2000 (the "Annexation Agreement") pertaining to the development of the real estate described in the Annexation Agreement be entered into by the UNITED CITY OF YORKVILLE; and WHEREAS, said Modifications to Planned Unit Development and Annexation Agreement has been memorialized in that certain document entitled "Modifications to Annexation Agreement with Yorkville Crossings LLC and the United City of Yorkville Concerning Yorkville Crossings" (the "Modification") which Modification has been considered by the City Council; and WHEREAS, the legal owners of record of the real property which is the subject of said Modification (the "Subject Property") and the CITY are ready, willing and able to enter into said Modification and to perform the obligations as required under the Modification and the Annexation Agreement; and WHEREAS, the statutory procedures provided in 65 ILCS 5/11-15.1-1, as amended, for the approval and execution of the amendments to annexation agreements have been fully complied with in relation to the Modification; and WHEREAS, the Subject Property is annexed to and within the corporate boundaries of the United City of Yorkville. NOW THEREFORE, BE 1T ORDAINED BY THE MAYOR AND CITY COUNCIL OF THE UNITED CITY OF YORK.VILLE, KENDALL COUNTY, ILLINOIS AS FOLLOWS: Section 1: That the Mayor and City Clerk are herewith authorized and directed to execute, on behalf of the CITY, the Modification to Annexation Agreement with Yorkville Crossings LLC, a copy of which is attached hereto and made a part hereof. Section Z: That this Ordinance shall be in full force and effect from and after its passage and approval and publication as provided by law. Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this 11 day of M 1 kC. , A.D, 2008. ROBYN SUTCLIFF ARDEN JOE PLOCHER GAR.Y GOLINSKI ROSE SPEARS .IOSEPH BESCQ WALLY WERDERICH MARTY MUNNS JASON LESLIE Approved by me, as Mayor of the United City of Yorkville, Kendall County, Illinois, this I/ day of UgRCP , AD, 2008. MAYOR MODIFICATION TO ANNEXATION AGREEMENT WITH YORKVILLE CROSSINGS LLC AND THE UNITED CITY OF YORKVILLE Concerning YORKVILLE CROSSINGS WHEREAS, on July 13, 2000, Donald .I. Harnman and Carol S_ Harriman, referred to in the Annexation Agreement as the OWNERS/DEVELOPERS and the CITY entered a Planned Unit Development and Annexation Agreement pursuant to Ordinance No 2000-34 which was recorded with the Kendall County Recorder on September 15, 2000 as docurnent 200000012564, (the Annexation Agreement) for the property described in the Annexation Agreement as Exhibit "A" to that agreement (the Annexed Property) which property was thereby annexed to the CITY; and WHEREAS, pursuant to the Annexation Agreement, the real property described in the Annexation Agreement (tile "Original Subject Property") was annexed to the CITY; and WHEREAS, since the date of the Annexation Agreement, the Owners/Developers have conveyed the following three portions of the of the Original Subject Property, specifically: (1) the 4,24 acre Kalant parcel at the northwest corner of McHugh and Countryside Parkway and legally described on Exhibit "A-1" attached hereto and made a part hereof, and (.2) the G 21 acre United States Postal Service parcel at the northeast corner of McHugh and Countryside Parkway and legally described on Exhibit "A-2" attached hereto and made a part hereof, and (3) the 11.66 acre Prairie Pointe Subdivision parcel north and east of the United States Postal Service Parcel and northerly of Crimson Lane and legally described on Exhibit "A-3" attached hereto and made a part hereof, which parcels are not subject to this modification; and WHEREAS, there is pending in another proceeding involving part of the Annexed Property, the Yorkville Crossings Unit One project (herein referred to as the Wal-Mart Parcel), the rezoning for which, and the final plat and plan for which includes the dedication of and improvements for Crimson Lane to connect Countryside Parkway with Autumn Creek Subdivision, which proceeding is not subject to this modification. The legal description for the Wal-Mart Parcel is on Exhibit "A-4" which is attached hereto and made a part hereof; and WHEREAS, there is a portion of the Original Subject Property subject to a sale agreement with Wal-Mart, which portion is legally described on Exhibit "A-4" hereto; and WHEREAS, the three parcels previously conveyed (the Kalant, USPS, and the Prairie Pointe parcels) and the Wal-Mart Parcel will hereinafter be collectively referred to as the "Excluded Parcels"; and WHEREAS, except as specifically provided herein, the Excluded Parcels are not subject to this Modification; and WHEREAS, the Donald Harriman and Carol Haniman have conveyed the Annexed Property except for the Excluded Parcels including any or all rights, duties and obligations tinder the Annexation Agreement to Yorkville Crossings L.LC, an Illinois Limited Liability Company, which will hereinafter be referred to as OWNER/DEVELOPER; and WHEREAS, that part of the Original Subject Property that remains after excluding the Excluded Parcels, which parcel is legally described on Exhibit "A-5" to this Modification, shall be referred to herein as the "Subject Property"; and WHEREAS, development of the Subject Property has progressed and all parties to this Modification are desirous of setting forth certain clarifications and modifications to the terns and conditions upon which the Subject Property was annexed to the CITY; and further to provide clarifications and modifications as to how the Subject Property will be developed within the CITY in an orderly manner (all, the "Proposed Modifications"); and WHEREAS, the Proposed Modifications have been considered by the City and the OWNER/DEVE.L.OPE.R; and WHEREAS, at the request of the OWNEWDEVELOPER and the CITY, the Plan Commission has considered and heretofore approved the Proposed Modification, including the land use and zoning changes contained in the Proposed Modifications; and WHEREAS, the OWNEWDEVEL.OPER and their representatives have discussed the Proposed for the development of the Subject Property and have had public meeting with the City Council; and prior to the execution hereof, notice was duly published and a public hearing was held to consider this Modification to the Annexation Agreement, as required by the statutes of the State of Illinois in such case made and provided; and, WHEREAS, except as specifically modified herein, the Annexation Agreement aforesaid shall remain in full force and effect, NOW THEREFORE, for and in consideration of the mutual promises and covenants herein contained, the parties agree, under the terms and authority provided in 65 IL.CS 5/11-15 1- 1 through 6511.CS 5/11-15.1-5, as amended, as follows: 1. REZONING OF PORTIONS OF THE SUBJECT PROPERTY'': A. The CITY has separately considered and approved certain modifications to the Wal-Mart Parcel, including a final plat of subdivision, referred to herein as 2 "Yorkville Crossings Unit One", which final plat includes the dedication and certain improvements to Crimson Lane. None of the City approvals for the Wal-- Mart Parcel shall be modified or affected by this Amendment B. None of the Excluded Parcels shall be affected by or subject to the provisions of this Modification C. The Annexation Agreement is hereby amended to zone the Subject Property as Planned Unit Development (hereinafter PUD) and the zoning; of the portion of that property described on Exhibit "C", shall allow all of the uses permitted in the B-3 Service Business Distiict That property shall include all of the property southerly of Crimson Lane and easterly of the Wal-Mart Parcel, thereby extending; the allowable uses of the B-3 Service Business District from its present delineation approximately 900 feet northerly of US Route 34 to the southerly boundary of Crimson Lane Said zoning shall allow the size, density, areas, coverage, and maximum building heights as set forth on Exhibit "D" of the Annexation Agreement, B-3, Service Business DrstTrct, and said real property shall be used as developed in accordance with 65 ILCS 5/11-15-1 through 65 ILCS 5/11-15.1-5, and in accordance with all City Ordinances, provided that the uses of the Commercial Component of the Subject Property shall be consistent with the uses as stated in Exhibit "D- I". D. The portion of the PUD that includes the Residential Component and the Office Component, is north of Crimson Lane and easterly of the Prairic Pointe Subdivision parcel, includes the Detention Facility consisting of the Pond, two sedimentation forebays on the west and east of the Pond, and two Open Space/Drainage Corridors, (tire Detention Pond) and is depicted on Exhibit "K". The Annexation Agreement is Hereby amended to zone the Subject Property as Planned Unit Development (hereinafter PUD) depicted on Exhibit "K" and identified as the Office Component being that portion of the Residential Component northerly of Crimson Drive and southerly of the Detention Pond, which is currently zoned R-? Single Fancily Residential District and described on Exhibit "O", shall allow all of the uses permitted in the O-Office District as stated in Exhibit "D- I" Said zoning shall allow the uses, size, density, areas, coverage, and maximum building heights as set forth on Exhibit "0-1" of the Annexation Agreement, 0- Office District, except for those O Office uses deleted on the O Office portion of Exhibit "D-1" hereto and said real properly shall be used as developed in accordance with 65 ILCS 5/11-15-1 through 65 ILCS 5111-15,1-5, and in accordance with all CITY ordinances. 3 2. The CITY acknowledges that OWNER/DEVELOPER having; annexed the Original Subject Property pursuant to the Annexation Agreement and having; developed the real property described therein, and the CITY and OWNER/DEVL.LOPER further - acknowledge that the parties have completed, or will each undertake the following duties, covenants, and obligations as applicable: A. OWNER/DEVELOPER has satisfied the Annexation Agreement requirement to dedicate certain property for the purpose of extending Countryside Parkway and McHugh Road to the south to their intersections with US Route 34, all as depicted on the Plat of Dedication of Right -of - Way attached hereto as Exhibit "G" all as contemplated by the Annexation Agreement (the dedicated ROW). The Plat of Dedication of attached hereto as Exhibit "G" was recorded with the Kendall County Recorder of Deeds onJuly 19, 2000 as Document Number #.20009644 (F-F 7-89) (the Plat of Dedication). OWNER/DEVELOPER has dedicated to the CITY the easement required by Section 2 A iv of the Annexation Agreement to serve the real property to the Past (Autumn Creek Subdivision) with sanitary sewer, and Crimson Lane of Yorkville Crossing Unit One has been designed to incorporate this municipal utility easement south and adjacent to this right of way. The OWNER/DEVELOPER agrees to provide the easement to the CITY necessary for the water main along the north side of Crimson lane. The OWNER/DEVELOPER agrees to provide an easement to the CITY in the final Plat of Subdivision for the Residential and /or the Office component shown on the Conceptual PUD Plan to access the Detention Pond for any proper governmental purpose relating to emergencies or relating to the SSA. Until acceptance of the Final Plat of Subdivision for either the Residential and/or the Office Component of the Conceptual PUD Plan, the CITY's easement for this purpose shall extend to any undeveloped area encompassed by the Office/Residential components of the Conceptual PUD Plan reasonably necessary for said access (Exhibits 0 and F), The final easement for this purpose will be memorialized on the Final Plat of Subdivision far the first of either the Residential and/or the Office Component of the Exhibit "K" Conceptual PUD Plan in an area reasonably suitable for this purpose, which First Final Plat of Subdivision will also include tine final designation of the Detention Pond parcel, including the areas indicated as forebays and the lake on Exhibit "K" Conceptual PUD Plan B Menard, Inc. (Menard) and OWNERWDEVEL.OPER have cooperated and all authority has been granted by OWNEWDEVELOPER to Menard to: Enter upon the Dedicated Right-of�-Way to construct at Menard's expense, the subject roadways and to obtain temporary construction easements in addition to the roadways if any temporary construction easements were necessary to complete all wort: contemplated to be performed by Menard, pursuant to the Annexation Agreement ii_ Authorize and permit the extension of all CITY, Yorkville -Bristol Sanitary District, and public utilities including, but not limited to telephone, electric and gas through said area.. iii. Consent to the tebate of sales tax revenue to Menard under its Development and Annexation Agreement with the CITY, as to sales tax revenues generated on all the areas zoned B-3 Service Business District within the Original Subject Property and in the Subject Property, in order for Menard to recover the costs advanced by Menard for the construction of Countryside Parkway and McHugh Street, iv. OWNER/DLVELOPI~R provided easements to the CITY for- CITY Roadways on the Original Subject Property and Subject Property to drain into the Detention Pond, v, Sections .2.B,vi, ix, x and xi of the Annexation Agreement are unaffected by this Modification 2. B.viii of the Annexation Agreement is hereby amended by replacing said section with the following provisions: The CITY agrees that in consideration of sums advanced by OWNER/DEVELOPER for engineering, bonding and construction (the Costs) of: (a) Costs of Roadway Constructions, including (a.i) the main collectot road, commonly known as Crimson Lane, between the conn-nercial and residential sections of the development from Countryside Parkway to the northeasterly boundary of the property to its connection with Autumn Creek Subdivision, and part of the final plat of subdivision of Yorkville Crossings Unit One; and (a ii) the construction and/or reconstruction of the intersections at US Route 34 (a/k/a Veterans Parkway) per the State of Illinois Department of Transportation (IDOT) requirements (including traffic signalization and all of the other MOT approved roadway modifications to US Route 34, the improvements and intersections for modification of Countryside Parkway, and (a.iii) any or all changes needed in Countryside Parkway including the modifications to intersections, the construction of median breaks and tum lanes, the foregoing to be hereinafter collectively referred to as "Roadway Constructions" and (b) Costs of the public utilities within the non-residential portions of the Subdivision, including: watermain, sanitary sewer and public storm sewer, any Best Management Practices �EMPs) that facilitate the ftinctionality of the public stotrn sewers for the Subject Property and all rights of way and the IDOT Impiovements, the foregoing to be hereinafter collectively referred to as "Public Utilities" and (c) the CITY will reimburse OWNER/DEVELOPER, with a fixed interest rate of 4.2%, one-half (1/2) of the CITY's share of the Illinois Retailers Occupation Tax ("Sales Tax") receipts as received by the CITY from any and all commercial of business located oil the Original Subject Property, for any and all of the Costs both before and after this Modification for the Roadway Constrictions and the Public Utilities, provided that Menard, Inc shall be first reimbursed from said fund, if not previously reimbursed from the reimbursement on the Menard property, for reimbursements provided for in Paragraph 2.E of the Development and Annexation Agreement to the United City of Yorkville Route 47 and Kennedy Road (Menard, inc.) dated July 13, 2000 and recorded on November 21, 2001 with the Kendall County Recorder as document 200100022565 It is understood by the parties that the amount owed to Menards, Inc at the date of this agreement is estimated to be $10,346,434 42. The 50% sales tax rebate will commence on the sooner of 1) the date Menatd, Inc, is reirribursed for all expenses committed to by the Annexation Agreement and the Menard, Inc. Development and Annexation Agreement as approved by the CITY July 13, 2000 or 2) the expiration of the Menard, Inc. Annexation Agreement, and will continue until the sooner of 1) all hinds advanced by or, on behalf of OWNER/DLVEL,OPER for the improvements listed herein are repaid, or 2) until a date 15 years following the date of commencement of the rebate, It is understood by the parties that the amount owed to Menards, inc. at the date of this agreement is estimated to be $10,346,434 42. OWNER/DEVELOPER may enter an agreement with Wal-Mart to share the obligation to advance funds for the above referenced public improvements and to allocate the Sales Tax Reimbursement between OWNER/DEVELOPER and Wal-Mart. C. Section 2.C., relating to pert-nission to OWNER/DEVELOPER to locate a temporary Concrete Batch Plant, is deleted from the Annexation Agreement by this Modification D. The CITY is concerned that in order to prevent sedimentation of the primary infiltration component of the overall stormwater Detention Pond (without an outlet sewer to the Fox River), the overall stormwater Detention Pond design will require that OWNER/DEVELOPER construct sedimentation basin forebays as a necessary component of the overall facility design, The over-all stormwater Detention Pond design, including the emergency relief mechanism in a separate plan, i e for- backflow through the large diameter conduit connecting the pond with the existing overflow location for the subject property at a low point across US Route 34, as prepared by Atwell -hicks Dated December 11, 2007, entitled Crimson Lane Stornrwater Management Facility, Ativell-Hicks project No 06000418 33 as modified by its substituted Tab 7 of January 18, 2008, its Report of January 21, 2008 to the City of Yorkville entitled "Re: Yorkville Crossing P U.D Infiltration Basin and Stornnwater Management Review (Crimson Lane Stornrwater Management Facility) United City of Yorkville, Kendall County, Illinois, and as modified by Atwell -Hicks report of February 26, 2008 concerning off -site flows, and the Items 1 through 4 of the Staff Conclusions in the Crimson Lane Storttiwater Basin Review of February .26, 2008 by Laura Haake, and Atwell -Hicks March 7, 2008 revisions and response thereto, is approved for this purpose, and the CITY acknowledges that this overall stormwater Detention Pond has sufficient capacity for all of the existing or proposed development of the Original Subject Property being approximately 257.68 acres, including the Subject Property, the Residential and Office Components of the PUD northerly of Crimson Lane, the CITY right-of-ways that are currently draining into the Detention Pond with, in addition, capacity sufficient for the additions to the IDOT ROW contemplated by this Modification OWNER/DEVELOPER agrees to construct at its expense the forebay system as illustrated schematically on the attached design (Exhibit "I") These sedimentation forebays and the two Emergency Outfall Pipes are in lieu of an outfall sewer to the Fox River OWNEWDEVELOPER agrees to commence construction of the htrprovements described by Exhibit "I" (Crimson Lane Stornrwater Management Facility plans with a latest revision date of February 7, 2008) immediately upon the transfer of title to Wal- Mart for the Wal-Mart Parcel, Tile OWNER/DEVEL.OPIiR agrees to provide bonding in compliance with the city Subdivision Control Ordinance. The city agrees to consider - reductions in bonding upon OWNER/DEVELOPER'S requests based on work substantially completed at the time of said requests. OWNER/DEVELOPER will indemnify and hold the CITY harmless front any and all liability that results from the construction, maintenance or operation of die Detention Pond. E. In the event that the CITY determines that the Detention Pond has capacity in excess of all of the existing or proposed development of the Subject Property and the CITY right-of-ways that are currently draining into the Detention Pond, the CITY may enter an Intergoverrinrental Agreement with IDOT to permit ]DOT to use the Detention Pond for stor'mwater detention and/or retention for US Route 34 (Veterans Parkway) Any such Inter governmental Agreement shall provide that IDOT will, at its expense, construct and maintain such l3MPs as are necessary to protect the water' quality of the Detention Pond, and it will construct any stoner sewers in US Route 34 as are necessary to convey Stormwater to the Detention Pond, In the event that the CITY receives payment fi-orn IDOT pursuant to any such Inter-govenimentai Agreement, such payments shall be paid to OWNER/DEVE.L.OPER and credited against the Costs for Roadway Construction and Public Utilities to be reimbursed by the CITY pursuant to Section Z B.viii above. 3,4Jand S. Sections 3, 4, 7 and 8 of the Annexation Agreement are not affected by this Modification, except that Paragraphs 3.F.iii to 3_F.vi are deleted, and OWNEWDEVELOPLR shall instead contribute cash calculated in confonnity with existing Ordinances dealing with land cash donations for schools. As its land cash donation for parks, the OWNERMEVELOPE.R's agrees to donate $707,000 to the CITY within 30 days of closing on the Wal-Mart Parcel for use on Capital Improvement Costs for the Park and Recreation Deparirnent. 5. BINDING EFFECT AND TERM: A The Annexation Agreement and this Modification thererto shall be binding upon and inure to the benefit of the parties hereto, and their successors and owners of record of the land which is the subject of the Annexation Agreement and/or this Modification, all assignees, lessees, and any successor municipal authorities of said CITY; for any development having commenced within a period of twenty years from the date of execution of the Annexation Agreement by the CITY 13_ CITY and OWNE.R/DEVEL,OPE.R agree that OWNER/DEVE-L-OPER and CITY have completed all conduct and cooperation with Menard for all joint obligations contemplated by the Annexation Agreement affecting the Original Subject Property and therefore no Joint Development Agreement among OWNER/DEVELOPER, the CITY and Menard is required. NOTICES: Any notices required hereunder shall be in writing and shall be served upon any other party in writing and shall be faxed and delivered personally or sent by registered or certified mail, return receipt requested, postage prepaid, and addressed as follows: If to the CITY: Mayor and City Clerk - United City of Yorkville 800 Garne Farm Road Yorkville, IL. 60560 (630) 553-4350 Fax: (630) 553-7575 With a copy to: Kathleen Field Orr Attorney for the City of Yorkville 800 Game Farm Road Yorkville, IL 60560 (630) 553-4350 Fax: (630) 553-7575 If to OWNER/DEVELOPER Yorkville Crossings L.LC c/o Donald J Hamman, Manager 13351 B Faxon Road Plano, IL. 60545 (630) 554-9101 Fax: (630) 554-918I With a copy to: John P. Duggan Duggan Law Offices 1.81 S. L.incolnway North Aurora, IL 60542 (630) 264-7893 Fax: (630) 264-1310 If to Walmart Wal-Mart Stores, Inc. Attention Realty Management, State of Illinois Re: Yorkville, IL. #4462 2001 S..E IOTH Street Bentonville, AR 72716-0050 With a copy to Wal-Mart Stores, Inc. Attention: Adele Lucas Re: Yorkville, IL. #4462 2001 S E„ IOTH Street Bentonville, AR 72716-0050 And with a copy to Katie Cunningham Drinker Biddle & Reath LLP 191 N. Wacker Drive Chicago, Illinois 6C606 (312) 569-1219 FAX (312) 569-3219 or to such other addresses as any party from time to time designate in a written notice to the other parties OWNER/DEVELOPER has organized and incorporated the Yorkville Crossing Property Owners Association, Inc., (the "Association") a property owners association created to own, maintain and assess expenses for maintenance of the common areas located on the Residential or Office Components of the Subject Property. Currently, the only common area is part of the Detention Pond_ It is contemplated that when the Detention Pond is completed, the entirety of the Detention Pond and any portion of the Detention System, including the Detention Pond, Storm Watercollection or discharge sewers not on private property except for those owned and maintained by the CITY, the sedimentation forebays, and all other open space associated with the Residential or Office Components will be conveyed to the Association. The Association's Declaration of Covenants Conditions and Restrictions (the "Declaration") provide that assessments will be levied against all property that becomes subject to the Declaration to maintain the Common Areas. Property becomes subject to the Declaration by executing a Detention System Easement with the Association that entitles the property to use the Detention Pond for its detention/retention needs. The OWNER/DEVELOPER consent to the creation of a back- up or donnant Special Service Area on the Subject Property and the Wal-Mart Parcel referred to in this Modification Agreement, to maintain the Common Areas in the event that the Association fails to do so. The City agrees to consider alternative legal instruments, in lieu of the dormant Special Service Area of the Wal-Mart Parcel and approve such alternative method as the City deems appropriate. 10. The OWNER/DEVEL.OPER and the CITY shall require that, as a prerequisite to use of the Detention Pond, stonnwater best management practices (BMPs), such as catch basin filters, separators, bio-swales and similar engineering practices to protect the water quality of storm water before it passes into the sedimentation forebays prior to the pond shall be required of all property subject to the Modification to the Annexation Agreement to be developed as a requirement to utilize the Detention Pond. All storm water shall pass through filtration devices and/or bioswales prior to reaching the Detention Pond to remove the suspended particles along with treatnient for chemical removal such as hydrocarbons. A long terin maintenance plan for the entire Storrnwater basin parcel shall be created and adopted by the Association and its performance shall be within the contemplated scope of the special service area. 1911 IN WITNESS WHERE -OF, the undersigned have hereunto set their hands and seals this day of R,4 Z , 2008, CITY: OWNERIDEVELOPER. THE UNITED CITY OF YORKVILLE s By: Mayor Attest;-c City Cl STATE OF ILLINOIS SS COUNTY OF KENDALL Yorkville Crossing LLC, an Illinois Limited Liability Company By , rI► Donald J amman, its Manager 1, the undersigned, a Notary Public in and for said County, in the State aforesaid, DO HEREBY CERTIFY, that Valerie Burd, Mayor of the City of Yorkville and Jackie Milschewski, City Clerk of said City, personally known to me to be the same persons whose names are subscribed to the foregoing instrument acknowledged that they signed and delivered the foregoing instrument as their own free and voluntary act and as the free and voluntary act of said CITY, for the uses and purposes therein set forth; and the said City Clerk then and there acknowledged that she, as custodian of the corporate seal of the CITY, did affix the corporate seal of' said CITY to said instrument as her own free and voluntary act and as the free and voluntary act of said CITY, for the uses and purposes therein set forth. GIVEN under my hand and Notarial Seal this �f day of 2008 Notary Public OFFIC=SEALLISA PNOTARY PUBLICMY COMMISSIO 10 STATE OF IL.L INOIS SS COUNTY OF KE.NDAL.L. 1, the undersigned, a Notary Public in and for said County, in the State aforesaid, DO HEREBY CERTIFY, that Donald .J I-Iantman, who is personally known to me to be the saute persons whose names are subscribed to tine foregoing instrument acknowledged that he is the sole Manager of Yorkville Crossings L.LC and that he signed and delivered the foregoing instrument as its own free and voluntary act of said company, for the uses and purposes therein set forth. GIVEN under my ]nand and Notarial Seal this 16 day of A 4 - , 2008. am p ME. MY COMMON EXRi�SIM 12 EXHIBIT LIST Exhibit "A" Legal Description of the Original Subject Property Exhibit "A- I" Legal Description of the Kalant parcel Exhibit "A-2" Legal Description of the USPS parcel Exhibit "A-3" Legal Description of the Prairie Pointe Subdivision parcel Exhibit "A-4" Legal Description of the Wal-Mart Parcel Exhibit "A-5" Legal Description of the Subject Property, that is the Original Subject Property except the Excluded Parcels, the Kalant Parcel, the USPS Parcel, the Prairie Pointe Subdivision parcel and the Wal-Mart Parcel, Exhibit "A-G" Depiction of Subject Property and Excluded Parcels Exhibit "B" Plat of Annexation, no change frorn Annexation Agreement Exhibit "C" Legal Description of B-3 Service Business District zoned area subject to this Modification Agreement. Exhibit "D" B-3 Service Business District of the Zoning Ordinance Exhibit "D-1" current B-3 Service District uses applicable to the B-3 and 0 Office components of the Subject Property Exhibit "E" Legal Description of PUD B R-2 One Family Resident District zoned area subject to this Modification Agreement Exhibit "F" Article B,R-2 One Family Resident District of the Zoning Ordinance Exhibit "G" Right -of -Way Plat of Dedication, no change from Annexation Agreement Exhibit "IT' Legal Description of the Menard, Inc Parcel, no change fTam the Annexation Agreement I;.xhibit "I" Stonnwater Detention Pond — Engineering Plan Set Exhibit "3" Identification Sign Drawing, no change from Annexation Agreement Exhibit "K" Subject Property Conceptual PUD Plan lit] Exhibit "O" Legal Description of O-Office District zoned area subJect to this Modification Agreement. Exhibit "O-I" O Office District Zoning Ordinance U Exhibit A: Legal Description of the Original Subject Property Page t of 1 Exhibit "A" L i GAL DESCRIPTION That part of the Southeast Quarter of Section 21, part of the Southwest Quasi of Section 22, pant of the Non thwesC Quarter° of Section 27 and part of the Not-theast Quarter of Section 29, Township 37 North, Range 7 Egast ofthe Third Principal Meridian described as follows; Commencing at an existing iron pipe stake said to he over the original location of a stone in the center line of the Original 13J3 Aot wid 08%v000 Road previously described .rs lacing 23,05 rlanin4 West and thence 35°30' West, 11 02 chains from tile Southeast corner of said Section 22; thence Northerly along a line forming an angle of 93°23'07" with the center line of U S Route No 34, measured from the Northeast to the Northwest, this line hereinafter referred to as line "A", 30.05 feet to the Northerly right -of -gray line of said Route 34; thence Northwesterly along line "A„ aforesaid 798 60 feet; thence Southwesterly, parallel with said center line, 332,0 feet fat' a point of begirding; th,�nee Northeasterly along the last described course, .332.0 feet to said litre "A„ thence Northwesterly aloha said line "A", 1,225,95 feet to a point measured along. said line "A", 2,054.60 feet Northwesterly of said center line; thence Southwesterly along a line forming an ankle of'87°07'00" with the East described course, nneasured clockwise therefrom, 825A0 feet; the Notthwesterly along a line which forrlgs an angle of '76r'46'00" with (lie last described course, measured clockwise therefnong, 508.20 feet; thence Southwesterly along a line Conning an angle of 91 °07'35" with tile last described course, measured clockwise therefrom, 3,369.33 feet; thence Northwesterly along a line formir3gaig angle of 130'01'22" with the last described course, measured counter. -clockwise therefrom, 56.76 feet; thence Southerly along a line formilig M angle of90°23'26" with the last described course, meaSL3red clockwise therefrom, 1,362.93 to the Northwest currier of a tract C611VCYCd 10 Vijay K, ltla From la Majug1 aha by a WRITanly NO recorded .Tune 17, 1994 as Document 9406458; thence Easterly along the North line of said tract at right angles to the last described course, 349.64 feet; thence Southerly along (lie East line of said tract 7.31.78 feet to the Northerly right-of-way of said Route 34; thence Easterly along said Northerly right-of-w:ry line, 162.55 feet; thence Easterly along said Northerly right-of-way line being along a tangential curve to the loll having a radius of 1,402.39 feet, an are distance of 976.52 fact; thence Northeasterly :along said Northerly right-of-way line being tangent to the last described curve at the last described point, 4,268.99 feet to a line drawn parallel with line "A" SoLrtheasterly from the point of beginning; thence Northwesterly along said parallel line, 798.60 feet to the point of beginning; together with that part of U.S. Route 34 lying Southerly or and adjacent to the property hereon described, in Bristol Township, Kendall COLlttty, Illinois and containing a total of 257.68 Acres of land, more or less. Exhibit A-1 Legal Description of the Kalant parcel Page 1 of t TICQR TITLE INSURANCE COMPANY ORDER NUMBER. 2000 000096267 KA STREET ADDRESS: NW CORNER OF COUNTRTSIDE PKWY & MCHUGH CITY: YORKVILLE COUNTY: KENDALL COUNTY TAX NUMBER: 02-28-226-002-0000 PIN: 02-21-400-009 and 02-28-226-oD7 LEGAL DESCRIPTION: THAT PART OF THE SOUTHEAST QUARTER OF SECTION 21, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOt)THEAST CORNER OF LOT 3 IN MENARDS COMMERCIAL COMMONS, ACCORDING TO THE PLAT THEREOF RECORDED MAY 13, 2002 AS DOCUMENT NO. 02-1241.1, SAID POINT ALSO BEING ON THE NORTHERLY RIGHT-OF-WAY LINE OF COUNTRYSIDE PARKWAY, ACCORDING TO THE PLAT OF DEDICATION OF SAID COUNTRYSIDE PARKWAY AND MCHUGH ROAD, RECORDED .7ULY 19, 2000 AS DOCUMENT 0009655; THENCE ALONG THE BOUNDARY OF SAID LOT 3 THE FOLLOWING THREE COURSES; NORTH 10 DEGREES 10 MINUTES 19 SECONDS EAST A DISTANCE OF 428.32 FEET; THENCE SOUTH 80 DEGREES 14 MINLYrES 48 SECONDS EAST A DISTANCE OF 57,05 FEET; THENCE NORTH 49 DEGREES 50 MINUTES 06 SECONDS EAST A DISTANCE OF 280.19 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY LINE OF SAID MCHUGH ROAD; THENCE ALONG SAID WESTERLY RIGHT-OF-WAY LINE THE FOLLOWING SIX COURSES; SOUTH 03 DEGREES 16 MINUTES 50 SECONDS EAST A DISTANCE OF 62.86 FEET; THENCE 110.80 FEET ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 540.00 FEET, THE CHORD OF WHICH BEARS SOUTH 09 DEGREES 09 MINUTES 38 SECONDS EAST A CHORD DISTANCE OF 110.61 FEET; THENCE SOUTH 15 DEGREES 02 MINUTES 19 SECONDS EAST A DISTANCE OF 231.13 FEET; THENCE 153.39 FEET ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 460.00 FEET, THE CHORD OF WHICH BEARS SOUTH 05 DEGREES 29 MINUTES 09 SECONDS EAST A CHORD DISTANCE OF 152,68 FEET; THENCE SOUTH 04 DEGREES 04 MINUTES 00 SECONDS WEST A DISTANCE OF 51.84 FEET; THENCE 39.27 FEET ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 25.00 FEET, THE CHORD OF WHICH BEARS SOUTH 49 DEGREES 04 MINUTES 00 SECONDS WEST A CHORD DISTANCE OF 35.36 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF SAID COUNTRYSIDE PARKWAY; THENCE ALONG SAID NORTHERLY RIGHT-OF-WAY LINE NORTH 85 DEGREES 56 MINUTES 00 SECONDS WEST A DISTANCE OF 412.41 FEET TO THE POINT OF BEGINNING, IN THE UNITED CITY OF YORKVILLE, BRISTOL TOWNSHIP, KENDALL COUNTY, ILLINOIS. I,LG LLD Exhibit A-2 Legal Descdplion of the USPS Parcel Page 1 of 1 gx A To wo-k-w 1r P-N.w�o F-5 -Ifr-) kj'-F TICOR TITLE INSURANCE COMPANY ORDER NUM ERA 2000 00009S60.7, KA STREET ADDRESS: CORNER OF MCHUGH AND COUNTRYSIDE CITY; YORKVTI.JjF COUNTY; YENDALL COUNTY TAXNIJMBER: PIN 02-28-226-OOS LEGAL DESCRIPTION: THAT PART OF THE SOUTHEAST QUARTER OF SECTION 21, TOWNSHIP 37 NORTH, RA14GE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF LOT 3 IN 14EMARDS COMMERCIAL COHIMONS, ACCORDING TO THE PLAT THEREOF RECORDED14AY 13, 2002 AS DOCUMENT 02-11411, SAID POINT ALSO BEING THE L90RTHVR.LY RIGHT-OF-WAY LINE OF COUNTRYSIDE PARKWAY, ACCORDING TO THE PLAT OF DEDICATION OF SAID COUNTRYSIDE PARKWAY AND MCHUGH ROAD, RECORDED JULY 19, 2000 AS DOCUMENT 0009655; THENCE ALONG THE BOUNDARY OF SAID LOT 3 THE FOLLOWING THREE COURSES; NORTH 10 DEGREES 10 MINUTES 19 SECONDS EAST A DISTANCE OF 430.32 FEET; THEI4CE SOUTH 80 DEGREES 1.4 MINUTES 48 SECONDS EAST A DISTANCE OF 57.05 FEET; THENCE. NORTH 49 DEGREES 50 MINUTES 06 SECONDS EAST A DISTANCE OF 3B0.30 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF SAID MCHUGH ROAD; THENCE ALONG SAID EASTERLY RIGHT-OF-WAY LTNF SOUTH 03 DBGitEEL9 3.5 MINUTES 56 6FIC-01if 9 FAST A DISTANCE OF 95.39 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 85 DEGREES 56 MINUTES 00 SECONDS EAST A DISTANCE OF 536.47 FEET; THENCE SOUTH 04 DEGREES 04 MINUTES 00 SECONDS WEST A DISTANCE OF 591.61 FEET TO A POINT ON THE 14ORTHERLY RIGHT-OF-WAY LINE OF COUNTRYSIDE PARKWAY; THENCE ALONG SAID WORTHERLY RIGHT-OF-WAY LINE THE FOLLOWING THREE COURSES; 42,80 PiET ALONG A NON -TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 1500-00 FEET, THE CHORD OF WHICH BEARS NORTH 85 DEGREES 06 MINUTES 57 SECONDS WEST A CHORD DISTANCE OF 42.79 FEET; THENCE NORTH 85 DEGREES 56 MINUTES 00 SECONDS WEST A DISTANCE OF 338-21 FEET; THENCE 39-27 FEET ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 25.00 FEET, THE CHORD OF WHICH SEARS NORTH 40 DEGREES 56 MINUTES 00 SECONDS WEST A CHORD DISTANCE OF 35.36 FEET TO A POINT ON THE EASTERLY RIGHT-OF-4IAY LINE OF SAID MCHUGH ROAD; THENCE ALONG SAID EASTERLY RIGHT-OF-IIAY LINE THE FOLLOWING FIVE COURSES; NORTH 04 DEGREES 04 MINUTES 0G SECONDS EAST A DISTANCE OF 51.,B4 FEET; THENCE 180-06 FEET ALONG A CURVE TO THE LEFT, HAV114G A RADIUS OF 540.00 FEET, THE CHORD OF WHICH PEARS NORTH 05 DEGREES 29 MINUTES 09 SECONDS WEST A CHORD DISTANCE OF 179.33 FEET; THENCE NORTH 15 DEGREES 03 MINUTES 19 SECOND WREST A DISTANCE OF 231.13 PEET; THENCE 94.36 FEET ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 460..00 FEET, THE CHORD OF 14HICH SEARS NORTH 09 DEGREES 09 MINUTES 38 SECONDS WEST A CHORD DISTANCE OF 94.22 FEET; THENCE NORTH 03 DEGREES 16 MINUTES 56 SECONDS WEST A DISTANCE OF 27.53 FEET TO THE POINT OF BEGINNING, 114 THE UNITED CITY OF YORXVILLE, BRISTOL TOWNSHIP, KENDALL COUNTY, ILLINOIS_ Exhibit A-3 Legal Description to Prairie Pointe Subdivision Page i of 1 €'114s: 02-23.-482-001 02-21-482-002 02-21-482-003 Prairie Pointe Subdivision, Yorkville, Kendall County, Illinois 02-28-226 -010 Legal Description prior to subdivision: That part of the Southeast Quarter of Section 21, and that part of the Northeast Quarter of Section 28, Township 37 North, Range 7 East of the Third Principal Meridian, described as follows: Commencing at the Southeast corner of Lot 3 in Menards Commercial Commons, according to the plat thereof recorded May 13, 2002 as Document No 02- 11411, said point also being on the northerly Right -of -Way line of Countryside Parkway, according to the plat of dedication of said Countryside Parkway and McHugh Road, recorded July 19, 2000 as Document No. 0009655; thence along the boundary of said Lot 3 the following three (.3) courses; North 10 degrees 10 minutes 19 seconds Last, a distance of428.32 feet; thence South 80 degrees 14 minutes 48 seconds East, a distance of 57.05 feet; thence North 49 degrees 50 minutes 06 seconds East, a distance of 380.30 feet to a Point on the easterly Right -of -Way line of said McHugh Road, said point also being the most southerly corner of Lot 167 of'Prairie Meadows Subdivision, for the Point of Beginning; thence continuing North 49 degrees 50 minutes 06 seconds East, along.the southeasterly line of said Lot 167, 331.38 feet to a bend in said southeasterly line; thence North 49 degrees 50 minutes 23 seconds East, along said southeasterly line, 422 19 feet; thence South 38 degrees 18 minutes 57 seconds east, 725.52 feet to the westerly line of an existing; Drainage Easement; thence South 21 degrees 49 minutes 59 seconds Last, along the westerly line of said existing Drainage Easement, 202.47 feet to the northwesterly line of the proposed Crimson Lane; thence South 55 degrees 13 minutes 02 seconds West, along said northwesterly line, 189.48 feet to a point of curvature in said line; thence southwesterly along a curve to the left with a radius of440.00 feet and a chord hearing of South 32 degrees 09 minutes 20 seconds West, an arc length of 354,20 feet; thence South 09 degrees 05 minutes 39 seconds West, along the westerly line of said proposed Crimson Lane, 41.31 feet; thence South 52 degrees 19 minutes I l seconds West, along said westerly line, 35.25 feet to a point on the northerly right of way line of Countryside Parkway; thence westerly along said northerly right of way line, being along a curve to the left with a radius of 1393.64 feet and a chord bearing of North 82 degrees 44 minutes 37 seconds West, an arc length of 78.84 feet to the southeast corner of the United Stated Postal Service lands; thence North 04 degrees 04 minutes 00 seconds Last, along the easterly line of said United Stated Postal Service lands, 591.61 feet to the northeast corner thereof; thence North 85 degrees 56 minutes 00 seconds West, along the northerly line of said United Stated Postal Service lands, 536.47 feet to the northwest corner thereof, said northwest corner being on the easterly right of way line of said McHugh Road; thence North 03 degrees 16 minutes 56 seconds West, along the easterly right of way line of said McHugh Road, 95.39 feet to the point of beginning, in the United City of Yorkville, Kendall County, Illinois Exhibit A-4 Legal Description of the Wal-Mart Parcel Page 1 of 3 PART OF SECTIONS 21, 22,27 AND 28, ALL IN TOWNSHIP 37 NORTH, RANGE 7 EAST, OF THE THIRD PRINCIPAL MERIDIAN, KENDALL COUNTY, ILLINOIS, BEING BOUNDED AS FOLLOWS. COMMENCING AT THE SOUTHWESTERN CORNER OF LOT 211 IN AUTUMN CREEK P.U.D. UNIT 1 SUBDIVISION, BEING A SUBDIVISION OF PART OF SECTION 15 AND PART OF SECTION 22, ALL IN TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT THEREOF RECORDED JANUARY 3, 2006, AS DOCUMENT 200600000144 IN THE OFFICE OF THE RECORDER, KENDALL COUNTY, ILLINOIS; THENCE NORTH 38 DEGREES 09 MINUTES 10 SECONDS WEST (ASSUMED BEARINGS) ALONG THE SOUTHWESTERN LINE OF LOTS 211, 212 AND 213, A DISTANCE OF 333,67 FEET TO THE POINT OF BEGINNING OF THIS DESCRIPTION, SAID POINT LYING SOUTH 38 DEGREES 09 MINUTES 10 SECONDS EAST 7.00 FEET FROM THE INTERSECTION OF THE SOUTHWESTERN LINE OF SAID LOT 213 AND THE SOUTHEASTERN RIGHT-OF-WAY LINE OF CRIMSON LANE AS DEDICATED ON SAID AUTUMN CREEK PLAT, SAID POINT ALSO LYING ON A NON -TANGENT CURVE BEING CONCAVE TO THE NORTHWEST, SAID POINT LYING SOUTH 38 DEGREES 09 MINUTES 10 SECONDS EAST 440.00 FEET FROM THE RADIUS POINT OF SAID CURVE; THENCE SOUTHWESTERLY AND WESTERLY ALONG SAID CURVE TO THE RIGHT 234.72 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE BEING CONCAVE TO THE SOUTHEAST, SAID POINT LYING SOUTH 07 DEGREES 35 MINUTES 15 SECONDS EAST 440,00 FEET FROM THE RADIUS POINT OF THE FIRST CURVE, SAID POINT ALSO LYING NORTH 07 DEGREES 35 MINUTES 15 SECONDS WEST 360.00 FEET FROM THE RADIUS POINT OF THE REVERSE CURVE, THE CHORD OF THE FIRST CURVE BEING SOUTH 67 DEGREES 07 MINUTES 48 SECONDS WEST 231.95 FEET; THENCE WESTERLY AND SOUTHWESTERLY ALONG SAID REVERSE CURVE TO THE LEFT 170.78 FEET TO ITS POINT OF TANGENCY, SAID POINT LYING NORTH 34 DEGREES 46 MINUTES 04 SECONDS WEST 360,00 FEET FROM THE RADIUS POINT OF SAID CURVE, THE CHORD OF SAID REVERSE CURVE BEING SOUTH 58 DEGREES 49 MINUTES 21 SECONDS WEST 169.18 FEET; THENCE SOUTH 55 DEGREES 13 MINUTES 56 SECONDS WEST 1937.37 FEET; THENCE SOUTH 34 DEGREES 46 MINUTES 19 SECONDS EAST PERPENDICULAR TO THE EXISTING NORTHWESTERN RIGHT-OF-WAY LINE OF U.S. ROUTE 34, A DISTANCE OF 1210.98 FEET TO A POINT LYING 69.89 FEET NORTHWESTERLY OF (MEASURED PERPENDICULAR TO) THE EXISTING NORTHWESTERN RIGHT-OF-WAY LINE OF U.S, ROUTE 34, SAID RIGHT-OF-WAY LINE RECORDED IN A WARRANTY DEED ON APRIL 1, 2002, AS DOCUMENT 200200007755 IN THE OFFICE OF THE RECORDER, KENDALL COUNTY, ILLINOIS; THENCE SOUTH 60 DEGREES 44 MINUTES 34 SECONDS EAST 44,37 FEET TO A Exhibit A-4 Legal ➢escription of the VVel•Mart Parcel Page 2 of 3 POINT LYING 30.00 FEET NORTHWESTERLY OF (MEASURED PERPENDICULAR TO) THE AFORESAID EXISTING NORTHWESTERN RIGHT-OF-WAY LINE OF U S.. ROUTE 34; THENCE SOUTH 34 DEGREES 46 MINUTES 19 SECONDS EAST PERPENDICULAR TO THE AFORESAID NORTHWESTERN RIGHT-OF-WAY LINE OF U.S. ROUTE 34 A DISTANCE OF 30,00 FEET TO THE AFORESAID EXISTING NORTHWESTERN RIGHT-OF- WAY LINE OF U S. ROUTE 34 (THE FOLLOWING TWO (2) COURSES ARE ALONG THE NORTHWESTERN AND NORTHERN LINE OF SAID U.S ROUTE 34); 1) THENCE SOUTH 55 DEGREES 13 MINUTES 41 SECONDS WEST 1011.59 FEET; 2) THENCE NORTH 82 DEGREES 23 MINUTES 54 SECONDS WEST 77.16 FEET TO A CORNER OF SAID EXISTING NORTHERN RIGHT- OF-WAY LINE OF U,S, ROUTE 34, SAID POINT ALSO LYING ON THE NORTHEASTERN RIGHT-OF-WAY LINE OF COUNTRYSIDE PARKWAY AS DEDICATED ON JULY 19, 2000, AS DOCUMENT 0009655 IN THE OFFICE OF THE RECORDER, KENDALL COUNTY, ILLINOIS (THE FOLLOWING TWO (2) COURSES ARE ALONG THE NORTHEASTERN AND NORTHERN LINE OF SAID COUNTRYSIDE PARKWAY); 1) THENCE NORTH 34 DEGREES 46 MINUTES 19 SECONDS WEST 54.37 FEET TO THE POINT OF CURVATURE OF A CURVE BEING CONCAVE TO THE SOUTHWEST, SAID POINT LYING NORTH 55 DEGREES 13 MINUTES 41 SECONDS EAST 1500.00 FEET FROM THE RADIUS POINT OF SAID CURVE; 2) THENCE NORTHWESTERLY AND WESTERLY ALONG SAID CURVE TO THE LEFT 1087.82 FEET TO THE SOUTHEASTERN CORNER OF CRIMSON LANE AS DEDICATED ON A PLAT PREPARED BY SMITH ENGINEERING CONSULTANTS AND LAST REVISED ON JULY 11, 2007, SAID POINT LYING NORTH 13 DEGREES 40 MINUTES 35 SECONDS EAST 1500.00 FEET FROM THE RADIUS POINT OF SAID CURVE, THE CHORD OF SAID CURVE BEING NORTH 55 DEGREES 32 MINUTES 52 SECONDS WEST 1064.14 FEET (THE FOLLOWING FIVE (5) COURSES ARE ALONG THE DEDICATION OF SAID CRIMSON LANE; 1) THENCE NORTH 33 DEGREES 31 MINUTES 12 SECONDS WEST 37.32 FEET; 2) THENCE NORTH 09 DEGREES 06 MINUTES 33 SECONDS EAST 44.20 FEET TO THE POINT OF CURVATURE OF A CURVE BEING CONCAVE TO THE SOUTHEAST, SAID POINT OF CURVATURE LYING NORTH 80 DEGREES 53 MINUTES 27 SECONDS WEST 360,00 FEET FROM THE RADIUS POINT OF SAID CURVE; 3) THENCE NORTHERLY AND NORTHEASTERLY ALONG SAID CURVE TO THE RIGHT 289 80 FEET TO ITS POINT OF TANGENCY, SAID POINT OF TANGENCY LYING NORTH 34 DEGREES 46 MINUTES 04 SECONDS WEST 360.00 FEET FROM THE RADIUS POINT OF SAID CURVE, THE CHORD OF SAID CURVE BEING NORTH 32 DEGREES 10 MINUTES 15 SECONDS EAST 282 04 FEET; 4) THENCE NORTH 55 DEGREES 13 MINUTES 56 SECONDS EAST 189 48 FEET; 5) THENCE NORTH 34 DEGREES 46 MINUTES 04 SECONDS WEST 80.00 FEET; THENCE NORTH 55 DEGREES 13 MINUTES 56 SECONDS EAST 2883,55 FEET TO THE POINT OF CURVATURE OF A CURVE BEING CONCAVE TO THE SOUTHEAST, SAID POINT OF CURVATURE LYING NORTH 34 DEGREES 46 MINUTES 04 SECONDS WEST 440.00 FEET FROM THE RADIUS POINT OF SAID CURVE; Exhibit A-4 Legal Description of the Wal-Mart Farrel Page 3 of 3 THENCE NORTHEASTERLY AND EASTERLY ALONG SAID CURVE TO THE RIGHT 208-73 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE BEING CONCAVE TO THE NORTHWEST, SAID POINT OF REVERSE CURVATURE LYING NORTH 07 DEGREES 35 MINUTES 15 SECONDS WEST 440.00 FEET FROM THE FIRST CURVE, SAID POINT ALSO LYING SOUTH 07 DEGREES 35 MINUTES 15 SECONDS EAST 360.00 FEET FROM THE RADIUS POINT OF SAID REVERSE CURVE, THE CHORD OF THE FIRST CURVE BEING NORTH 68 DEGREES 49 MINUTES 21 SECONDS EAST 206,78 FEET; THENCE EASTERLY AND NORTHEASTERLY ALONG SAID REVERSE CURVE TO THE LEFT 192.05 FEET TO THE WESTERN LINE OF LOT 227 IN THE AFORESAID AUTUMN CREEK SUBDIVISION, SAID POINT LYING SOUTH 38 DEGREES 09 MINUTES 10 SECONDS EAST 360,00 FEET FROM THE RADIUS POINT OF SAID REVERSE CURVE, THE CHORD OF THE REVERSE CURVE BEING NORTH 67 DEGREES 07 MINUTES 48 SECONDS EAST 189 78 FEET; THENCE SOUTH 38 DEGREES 09 MINUTES 10 SECONDS EAST ALONG THE SOUTHWESTERN LINE OF SAID LOT 227 AND ALONG THE SOUTHWESTERN LINE OF SAID DEDICATED CRIMSON LANE AND ALONG THE SOUTHWESTERN LINE OF SAID LOT 213, A DISTANCE OF 80.00 FEET TO THE POINT OF BEGINNING, CONTAINING 40,848 ACRES, MORE OR LESS, Exhibit A-5 1he Subject Property. the Originas Subject Properly (Exhibit A) except the Excluded Parcels, Exhibit A-1 to A-4 Page S of 7 LEGAL DESCRIPTION Exhibit "A" That part of the Southeast Quarter of Section 21, pelt of the Southwest Quart of Section 22, part of the Noilliwest Qtlarter of Section 27 and pant of the Northeast Quarter of Section 28, Township .37 North, Range 7 East of the Thlid Principal Meridian described as follows: Commencing at an existing iron pipe stake said to be over tlnc original location of a Stolle in title center line of the Original Brislul and Oswego Road previously described as being 23.05 chilitis West and thence 35°30' Vilest, 11,02 chains from tine Southeast corner of said Section 22; thence Northerly along a line forming an angle of 93°23'07" with the center line of U.S. Route No 34, measured fronn tire Northeast to the Northwest, this line increinati.er refen-ed to as line "A", 30.05 feet to the Northerly fight -of -way litre of said Route 34; thence Northwesterly along line "A" aforesaid 798.60 feet; thence Soutlnvester'ly, parallel with said center line, 3.32,0 feet for a point of beginning; thence Northeasterly along the last described course, .3:32A feet to said line "A" thence Northwesterly along said lime "A", 1 725.95 feet to a point measured along said line "A 2,054,60 feet Northwesterly of said center lime; thence Southwesterly along a line forming all ankle of 87°07'00" with fire last described cflurse, measured clockwise therefrom, 825A feet; thence Northwesterly along a line which forms an angle of '2tar'46'00" with the lasl described course, treasured clockwise therefrom, 50820 feet; thence Southwesterly along a line Forming an ankle of 91 °07'35" with tnc last described course, measured clockwise therefrom, 3,369:.33 feet; thence Northwesterly along a line forming an angle of 130'01'22" with the last described course, measured counter' -clockwise therefronti, 56.76 feet; thence Southerly along a line forming an angle of 90°21'26" with the last described course, Measured clockwise thcref oru, 1,362.93 to the Northwest corner of a tract conveyed to Vi ' jayK iiid Pronlila Ma ctwatitt by 1 Wat-ranly Dean recorded tune '17, 1994 as Document 9406488; thence Easterly along the North line of said tract at right angles to the last described course, 349.64 feet; thence Southerly along the last line of said tract 731.78 feet to the Northerly right-of-way of said Route 34; thence Easterly along said Northerly right-of-way line, 162.55 feet; thence Easterly along said Nor#hedy right-of-way line being along a tangential curve to tine left having a radius of 1,402. 39 feet, an are distance of' 976 52 feet; thence Northeasterly along said Nortlnelly light -of -way line being tangent to the last described curve at the last described point, 4,268.99 feet to a line drawn parallel with line "A" Southeasterly born tine point of beginning; thence Northwesterly along said parallel line, 798.60 feet to the point of beginning; togetiner with that part of U.S. Route .34 lying Southerly OF and adjacent to tine property hereondescribed, in Bristol Township, Kendall County, Illinois and containing a total of 257.68 Acres of laird, more or less. Exhibit A-S the Subject Property, the Original Subject Properly (Exhibit A) except the Excluded Parcels. Exhibit A-1 to A-4 Page 2 of 7 Except the Kalant parcel, Exhibit A-2 rr TICOR TITLE INSURANCE COMPANY 04 ORDER NUMBER; 2000 000096267 KA STREET AD DRESS: NW CORNER OF COUNTRTSIDE PKWY & MCHlIG14 CITY: YORKVILLE COUNTY: KENDALL COUNTY TAX NUMBER: 02-28-226-002-0000 PIN: 02-21-400-009 and 02-28-226-007 LEGAL DESCRIPTION: THAT PART OF THE SOUTHEAST QUARTER OF SECTION 21, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF LOT 3 IN MENARDS COMMERCIAL COMMONS, ACCORDING TO THE PLAT THEREOF RECORDED MAY 13, 2002 AS DOCUMENT NO. 02-11411, SAID POINT ALSO BEING ON THE NORTHERLY RIGHT-OF-WAY LINE OF COUNTRYSIDE PARKWAY, ACCORDING TO THE PLAT OF DEDICATION OF SAID COUNTRYSIDE PARKWAY AND MCHUGH ROAD, RECORDED JULY 19, 2000 AS DOCUMENT 0009655; THENCE ALONG THE BOUNDARY OF SAID LOT 3 THE FOLLOWING THREE COURSES; NORTH 10 DEGREES 10 MINUTES 19 SECONDS 'EAST A DISTANCE OF 428.32 FEET; THENCE SOUTH 80 DEGREES 14 MINUTES 48 SECONDS EAST A DISTANCE OF 57.05 FEET; THENCE NORTH 49 DEGREES 50 MINUTES 06 SECONDS EAST A DISTANCE OF 260,19 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY LINE OF SAID MCHUGH ROAD; THENCE ALONG SAID WESTERLY RIGHT-OF-WAY LINE THE FOLLOWING SIX COURSES; SOUTH 03 DEGREES 16 MINUTES 50 SECONDS EAST A DISTANCE OF 62.86 FEET; THENCE 110.80 FEET ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 540.00 FEET, THE CHORD OF WHICH BEARS SOUTH 09 DEGREES 09 MINUTES 38 SECONDS EAST A CHORD DISTANCE OF 1.10-61 FEET; THENCE SOUTH 15 DEGREES 02 MINUTES 19 SECONDS EAST A DISTANCE OF 231.13 FEET; THENCE 153.39 FEET ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 460.00 FEET, THE CHORD OF WHICH BEARS SOUTH 05 DEGREES 29 MINUTES 09 SECONDS EAST A CHORD DISTANCE OF 152.68 FEET; THENCE SOUTH 04 DEGREES 04 MINUTES 00 SECONDS WEST A DISTANCE OF 51.84 FEET; THENCE 39,27 FEET ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 25.00 FEET, THE CHORD OF WHICH BEARS SOUTH 49 DEGREES 04 MINUTES 00 SECONDS WEST A CHORD DISTANCE OF 35.36 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF SAID COUNTRYSIDE PARKWAY; THENCE ALONG SAID NORTHERLY RIGHT-OF-WAY LINE NORTH 85 DEGREES 56 MINUTES 00 SECONDS WEST A DISTANCE OF 412.41 FEET TO THE POINT OF BEGINNING, IN THE UNITED CITY OF YORKVILLE, BRISTOL TOWNSHIP, KENDALL COUNTY, ILLINOIS. LEGILD Exhibit A-5 the Subject Property. the Original Subject Property {Exhibit A) except the Excluded Parcels, Exhibit 7+-t to A-4 Page 3 of 7 9x A rdand Except the LISPS Parcel, Exhibit A-2 ,0A TICOR TITLE INSURANCE COMPANY ORDLRNUMBER! 21000 ODOODSG03 ]a STitEETADDRESS, CORNER OF MCHUGH AND COUNTRYSIDE CITY: T ORKVIbTif, MIINTY; Y ENDALL COUNTY TAX NUM13ER: OR 19 9,38 RiBeIN: 02-28-226-005 LEGAL DFSCRIPTION: THAT PART OF THE SOUTHEAST QUARTER Or SECTION 21, TOWNSHIP 37 NORTH, RANGY -7 CAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COW114ENCING AT THE SOUTHEAST CORNER OF LOT 3 IN FIENARDS COMMERCIAL, COMMONS, ACCORDING TO THE PLAT THEREOF RECORDED MAY 13, 2002 AS DOCUMENT 02-11411, SAID POII3T ALSO BEING THE NORTHERLY RIGHT-OF-WAY LINE OF COUNTRYSIDE PARMgAY, ACCORDING TO THE PLAT OF DEDICATION OF SAID COUNTRYSIDE PARKWAY A19D MCHUGH ROAD, RECORDED JULY 19, 2000 AS DOCUMENT 0009655; THENCE ALONG THE BOUNDARY OF SAID LOT 3 THE FOLLOWING THREE COURSES; 19ORTE 10 DEGREES 10 MINUTES 19 SECONDS EAST A DISTANCE OF 128-32 FEET; THENCE SOUTH 80 DEGREES 14 MINUTES 33 SECONDS EAST A DISTANCE OF 57,05 FEET; THENCE NORTH 49 DEGREES 50 14INUTES 06 SECONDS FAST A DISTANCE OF 380.30 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LIME OF SAID MCHUGH ROAD; THENCE. ALONG SAID EASTERLY RIGHT-OF-WAY LT1g5 SO?iTH 03 DEGREES 1.5 MINUTES 56 SECONDS EAST A DISTANCE OF 95.39 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 85 DEGREES 55 M114UTES 00 SECONDS EAST A DISTANCE OF 536.47 FEET; THENCE SOUTH 04 DEGREES 01 MINUTES 00 SECONDS WEST A DISTANCE OF 591,61 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY LIKE OF COUNTRYSIDE PARKWAY; THENCE ALONG SAID NORTHERLY RIGHT-OF-WAY LINE THE FOLLOWING THREE COURSES; 42.80 FEET ALONG A NON -TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 1500.00 FEET, THE CHORD OF WHICH BEARS NORTH 85 DEGREES 06 MINUTES 57 SECONDS WEST A CHORD DISTANCE OF 12.79 FEET; THENCE NORTH 85 DEGREES 56 MINUTES 00 SECONDS WEST A DISTANCE OF 338.21 FEET; THEAICE 39..27 FEET ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 25.00 FEET, THE CHORD OF WHICH BEARS NORTH 40 DEGREES 56 MINUTES 00 SECONDS WEST A CHORD DISTANCE OF 35,36 FEET TO A POINT ON THE EASTERLY RIGHT-OF-VTAY LINE OF SAID 111CHUGH ROAD; THENCE ALONG SAID EASTERLY RIGHT-OF-WAY LINE THE FOLLOWING FIVE COURSES; NORTH 04 DEGREES 04 MINUTES 00 SECONDS LAST A DISTANCE OF 51.84 FEET; THENCE 180.06 FEET ALONG A CARVE TO THE LEFT, HAVING A RADIUS OF 540..00 FEET, THE CHORD OF WHICH BEARS NORTH 05 DEGREES 29 MINUTES 09 SECONDS WEST A CHORD DISTANCE OF 179 - 21 FEET; THENCE NORTH 15 DEGREES 02 MINUTES 19 SECONDS WEFT A DISTANCE OF 231.13 FEET; THENCE 94,38 FEET ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 460.00 FEET, THE CHORD OF WHICH BEARS NORTH 09 DEGREES 09 MINUTES 38 SECONDS WEST A CHORD DISTANCE OF 94.,22 FEET; THENCE NORTH 03 DEGREES 16 MINUTES 56 SECONDS WEST A DISTANCE OF 27.53 FEET TO THE POINT OF BEGINNING, 114 THE UNITED CITY OF YORIWILLE, BRISTOL TOWNSHIP, KENDALL COUNTY, ILLINOIS. Exhibit A-5 the Subject Property. the Original Subject Property Exhibit Aj except the Excluded Parcels. Exhibit A-f la A-4 Page 4 of 7 and except the Prairie Point Subdivision, Exhibit A-3 PINS: 02-21-482-001 Prairie Pointe Subdivision, Yorkville, Kendall County, Illinois 02-21-482-002 02-21-482-003 02-28-226-010 Legal Description prior to subdivision: That part of the Southeast Quarter- of Section 21, and that part of the Northeast Quarter of Section 28, Township 37 North, Range 7 Last of the Third Principal Meridian, described as follows: Commencing at the Southeast corner of Lot 3 in Menards Commercial Commons, according to the plat thereof recorded May 13, 2002 as Document No. 02- 11411, said point also being on the northerly Right -of -Way line of Countryside Parkway, according to the plat of dedication of said Countryside Parkway and McHugh Road, recorded July 19, 2000 as Document No 0009655; thence along the boundary of said Lot 3 the following three (3) courses; North 10 degrees 10 minutes 19 seconds East, a distance of 428.32 feet; thence South 80 degrees I4 minutes 48 seconds East, a distance of 57 05 feet; thence North 49 degrees 50 minutes 06 seconds East, a distance of 380.30 feet to a point on the easterly Right -of -Way line of said McHugh Road, said point also being the most southerly comer of Lot 167 of'Prairie Meadows Subdivision, for the Point of Beginning; thence continuing North 49 degrees 50 minutes 06 seconds East, along the southeasterly line of said lot 167, 331.38 feet to a bend in said southeasterly line; thence North 49 degrees 50 minutes 23 seconds East, along said southeasterly line, 422.19 feet; thence South 38 degrees 18 minutes 57 seconds east, 725.52 feet to the westerly line of an existing Drainage Easement; thence South 21 degrees 49 minutes 59 seconds East, along the westerly line of said existing Drainage Easement, 202.47 feet to the northwesterly line of the proposed Crimson Lane; thence South 55 degrees 13 minutes 02 seconds West, along said northwesterly line, 189.48 feet to a point of curvature in said line; thence southwesterly along a curve to the left with a radius of 440.00 feet and a chord bearing of South 32 degrees 09 minutes 20 seconds West, an arc length of 354.20 feet; thence South 09 degrees 05 minutes 39 seconds West, along the westerly line of said proposed Crimson Lane, 41,31 feet; thence South 52 degrees 19 minutes 11 seconds West, along said westerly line, 35.25 feet to a point on the northerly right of way line of Countryside Parkway; thence westerly along said northerly right of way line, being along a curve to the left with a radius of 1393.64 feet and a chord bearing of North 82 degrees 44 minutes 37 seconds West, an are length of 78.84 feet to the southeast corner of the United Stated Postal Service lands; thence North 04 degrees 04 minutes 00 seconds East, along the easterly line of said United Stated Postal Service lands, 591.61 feet to the northeast corner thereof; thence North 85 degrees 56 minutes 00 seconds West, along the northerly line of said United Stated Postal Service lands, 536.47 feet to the northwest corner thereof, said northwest corner being on the easterly right of way line of said McHugh Road; thence North 03 degrees 16 minutes 56 seconds West, along the easterly right of way line of said McHugh Road, 95 39 feet to the point of beginning, in the United City of Yorkville, Kendall County, Illinois. Exhibit A-5 the Subject Property. tho Original Subject Property (Exhibit A) except the Exduded Parcels. Exhibit A-1 to A-4 Page 5 of 7 and except the Wal-Mart Parcel, Exhibit A -a PART OF SECTIONS 21, 22,27 AND 28, ALL IN TOWNSHIP 37 NORTH, RANGE 7 EAST, OF THE THIRD PRINCIPAL MERIDIAN, KENDALL COUNTY, ILLINOIS, BEING BOUNDED AS FOLLOWS: COMMENCING AT THE SOUTHWESTERN CORNER OF LOT 211 IN AUTUMN CREEK P.U.D- UNIT 1 SUBDIVISION, BEING A SUBDIVISION OF PART OF SECTION 15 AND PART OF SECTION 22, ALL IN TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT THEREOF RECORDED JANUARY 3, 2006, AS DOCUMENT 200600000144 IN THE OFFICE OF THE RECORDER, KENDALL COUNTY, ILLINOIS; THENCE NORTH 38 DEGREES 09 MINUTES 10 SECONDS WEST (ASSUMED BEARINGS) ALONG THE SOUTHWESTERN LINE OF LOTS 211, 212 AND 213, A DISTANCE OF 333.67 FEET TO THE POINT OF BEGINNING OF THIS DESCRIPTION, SAID POINT LYING SOUTH 38 DEGREES 09 MINUTES 10 SECONDS EAST 7.00 FEET FROM THE INTERSECTION OF THE SOUTHWESTERN LINE OF SAID LOT 213 AND THE SOUTHEASTERN RIGHT-OF-WAY LINE OF CRIMSON LANE AS DEDICATED ON SAID AUTUMN CREEK PLAT, SAID POINT ALSO LYING ON A NON -TANGENT CURVE BEING CONCAVE TO THE NORTHWEST, SAID POINT LYING SOUTH 38 DEGREES 09 MINUTES 10 SECONDS EAST 440.00 FEET FROM THE RADIUS POINT OF SAID CURVE; THENCE SOUTHWESTERLY AND WESTERLY ALONG SAID CURVE TO THE RIGHT 234.72 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE BEING CONCAVE TO THE SOUTHEAST, SAID POINT LYING SOUTH 07 DEGREES 35 MINUTES 15 SECONDS EAST 440-00 FEET FROM THE RADIUS POINT OF THE FIRST CURVE, SAID POINT ALSO LYING NORTH 07 DEGREES 35 MINUTES 15 SECONDS WEST 360 00 FEET FROM THE RADIUS POINT OF THE REVERSE CURVE, THE CHORD OF THE FIRST CURVE BEING SOUTH 67 DEGREES 07 MINUTES 48 SECONDS WEST 231.95 FEET; THENCE WESTERLY AND SOUTHWESTERLY ALONG SAID REVERSE CURVE TO THE LEFT 170.78 FEET TO ITS POINT OF TANGENCY, SAID POINT LYING NORTH 34 DEGREES 46 MINUTES 04 SECONDS WEST 360,00 FEET FROM THE RADIUS POINT OF SAID CURVE, THE CHORD OF SAID REVERSE CURVE BEING SOUTH 68 DEGREES 49 MINUTES 21 SECONDS WEST 169.18 FEET; THENCE SOUTH 55 DEGREES 13 MINUTES 56 SECONDS WEST 1937..37 FEET; THENCE SOUTH 34 DEGREES 46 MINUTES 19 SECONDS EAST PERPENDICULAR TO THE EXISTING NORTHWESTERN RIGHT-OF-WAY LINE OF U.S. ROUTE 34, A DISTANCE OF 1210,98 FEET TO A POINT LYING 69.89 FEET NORTHWESTERLY OF (MEASURED PERPENDICULAR TO) THE EXISTING NORTHWESTERN RIGHT-OF-WAY LINE OF U S- ROUTE 34, SAID RIGHT-OF-WAY LINE RECORDED IN A WARRANTY DEED ON APRIL 1, 2002, AS DOCUMENT 200200007755 IN THE OFFICE OF THE RECORDER, KENDALL COUNTY, ILLINOIS; THENCE SOUTH 60 DEGREES 44 MINUTES 34 SECONDS EAST 44 37 FEET TO A Exhibit A-5 the Subject Property. the Original Subject Property (Exhibit A) except the Excluded Parcels. Exhibit A-1 to A-d Page S of 7 POINT LYING 30.00 FEET NORTHWESTERLY OF (MEASURED PERPENDICULAR TO) THE AFORESAID EXISTING NORTHWESTERN RIGHT-OF-WAY LINE OF US. ROUTE 34; THENCE SOUTH 34 DEGREES 46 MINUTES 19 SECONDS EAST PERPENDICULAR TO THE AFORESAID NORTHWESTERN RIGHT-OF-WAY LINE OF U-S ROUTE 34 A DISTANCE OF 30,00 FEET TO THE AFORESAID EXISTING NORTHWESTERN RIGHT-OF- WAY LINE OF U.S ROUTE 34 (THE FOLLOWING TWO (2) COURSES ARE ALONG THE NORTHWESTERN AND NORTHERN LINE OF SAID U.S. ROUTE 34); 1) THENCE SOUTH 55 DEGREES 13 MINUTES 41 SECONDS WEST 1011 59 FEET; 2) THENCE NORTH 82 DEGREES 23 MINUTES 54 SECONDS WEST 77.16 FEET TO A CORNER OF SAID EXISTING NORTHERN RIGHT- OF-WAY LINE OF U S.. ROUTE 34, SAID POINT ALSO LYING ON THE NORTHEASTERN RIGHT-OF-WAY LINE OF COUNTRYSIDE PARKWAY AS DEDICATED ON JULY 19, 2000, AS DOCUMENT 0009655 IN THE OFFICE OF THE RECORDER, KENDALL COUNTY, ILLINOIS (THE FOLLOWING TWO (2) COURSES ARE ALONG THE NORTHEASTERN AND NORTHERN LINE OF SAID COUNTRYSIDE PARKWAY); 1) THENCE NORTH 34 DEGREES 46 MINUTES 19 SECONDS WEST 54 37 FEET TO THE POINT OF CURVATURE OF A CURVE BEING CONCAVE TO THE SOUTHWEST, SAID POINT LYING NORTH 55 DEGREES 13 MINUTES 41 SECONDS EAST 1500,00 FEET FROM THE RADIUS POINT OF SAID CURVE; 2) THENCE NORTHWESTERLY AND WESTERLY ALONG SAID CURVE TO THE LEFT 1087,82 FEET TO THE SOUTHEASTERN CORNER OF CRIMSON LANE AS DEDICATED ON A PLAT PREPARED BY SMITH ENGINEERING CONSULTANTS AND LAST REVISED ON JULY 11, 2007, SAID POINT LYING NORTH 13 DEGREES 40 MINUTES 35 SECONDS EAST 1500 00 FEET FROM THE RADIUS POINT OF SAID CURVE, THE CHORD OF SAID CURVE BEING NORTH 55 DEGREES 32 MINUTES 52 SECONDS WEST 1064 14 FEET (THE FOLLOWING FIVE (5) COURSES ARE ALONG THE DEDICATION OF SAID CRIMSON LANE; 1) THENCE NORTH 33 DEGREES 31 MINUTES 12 SECONDS WEST 37.32 FEET; 2) THENCE NORTH 09 DEGREES 06 MINUTES 33 SECONDS EAST 44.20 FEET TO THE POINT OF CURVATURE OF A CURVE BEING CONCAVE TO THE SOUTHEAST, SAID POINT OF CURVATURE LYING NORTH 80 DEGREES 53 MINUTES 27 SECONDS WEST 360.00 FEET FROM THE RADIUS POINT OF SAID CURVE; 3) THENCE NORTHERLY AND NORTHEASTERLY ALONG SAID CURVE TO THE RIGHT 289.80 FEET TO ITS POINT OF TANGENCY, SAID POINT OF TANGENCY LYING NORTH 34 DEGREES 46 MINUTES 04 SECONDS WEST 360-00 FEET FROM THE RADIUS POINT OF SAID CURVE, THE CHORD OF SAID CURVE BEING NORTH 32 DEGREES 10 MINUTES 15 SECONDS EAST 282.04 FEET; 4) THENCE NORTH 55 DEGREES 13 MINUTES 56 SECONDS EAST 189:48 FEET; 5) THENCE NORTH 34 DEGREES 46 MINUTES 04 SECONDS WEST 80,00 FEET; THENCE NORTH 55 DEGREES 13 MINUTES 56 SECONDS EAST 2883 55 FEET TO THE POINT OF CURVATURE OF A CURVE BEING CONCAVE TO THE SOUTHEAST, SAID POINT OF CURVATURE LYING NORTH 34 DEGREES 46 MINUTES 04 SECONDS WEST 44D 00 FEET FROM THE RADIUS POINT OF SAID CURVE; Exhibit A-5 the Subject Property. the Original Subject Property (Exhibit A) except the Excluded Parcels. Exhibit A-1 to A-4 Page 7 of 7 THENCE NORTHEASTERLY AND EASTERLY ALONG SAID CURVE TO THE RIGHT 208.73 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE BEING CONCAVE TO THE NORTHWEST, SAID POINT OF REVERSE CURVATURE LYING NORTH 07 DEGREES 35 MINUTES 15 SECONDS WEST 440.00 FEET FROM THE FIRST CURVE, SAID POINT ALSO LYING SOUTH 07 DEGREES 35 MINUTES 15 SECONDS EAST 360 00 FEET FROM THE RADIUS POINT OF SAID REVERSE CURVE, THE CHORD OF THE FIRST CURVE BEING NORTH 68 DEGREES 49 MINUTES 21 SECONDS EAST 206.78 FEET; THENCE EASTERLY AND NORTHEASTERLY ALONG SAID REVERSE CURVE TO THE LEFT 192.05 FEET TO THE WESTERN LINE OF LOT 227 IN THE AFORESAID AUTUMN CREEK SUBDIVISION, SAID POINT LYING SOUTH 38 DEGREES 09 MINUTES 10 SECONDS EAST 360.00 FEET FROM THE RADIUS POINT OF SAID REVERSE CURVE, THE CHORD OF THE REVERSE CURVE BEING NORTH 67 DEGREES 07 MINUTES 48 SECONDS EAST 189.78 FEET,- THENCE SOUTH 38 DEGREES 09 MINUTES 10 SECONDS EAST ALONG THE SOUTHWESTERN LINE OF SAID LOT 227 AND ALONG THE SOUTHWESTERN LINE OF SAID DEDICATED CRIMSON LANE AND ALONG THE SOUTHWESTERN LINE OF SAID LOT 213, A DISTANCE OF 80 00 FEET TO THE POINT OF BEGINNING, CONTAINING 40-848 ACRES, MORE OR LESS. SUBJECT PROPERTY Prairie Pointe W" JECT PROPERTY ar 40000 - - - - - - - - - - t) i 17 Af J-- j 42 Exhibit C Legal Description of B-3 Service E3usiness District subject to this Modification Agreement 1 of 3 Exhibit C Legal Description of B-3 Service Business District zoned area subject to this Modification Agreement THAT PART OF SECTIONS 21, 22, 27 AND 28 IN TOWNSHIP 37 NORTH, RANGE 7 EAST OIL THE THIRD PRINCIPAL MERIDIAN LYING NORTI-IWE•STERLY OF AND ADJACENT TO THE NORTHWESTERLY RIGHT OF WAY LINE OF U.S. ROUTE 34, SOUTHEASTERLY OF AND ADJACENT TO THE SOI.ITHEASTERLY RIGHT OF WAY LINE OF CRIMSON LANE, NORTHEASTERLY OF AND ADJACENT'lTO THE NORTHEASTERLY RIGHT OP' WAY LINE OF COUNTRYSIDE PARKWAY AND SOUTHWESTERLY OF AND ADJACENT TO THE SOUTHWESTERLY LINE OF AIJTCJMN CREEK P.U.D. UNIT 1, (EXCEPT THE EASTERLY 330,0 FEET OF THE SOUTHERLY'' 740' THEREOF) IN THE UNITED CITY OF YOR.KVILLE, KENDALL COUNTY", ILLINOIS, AND CONTAININ658. 1 ACRES OIL LAND MORE OR LESS. Also: That part of the Northeast Quarter of Section 28, Township 37 North, Range 7 East of the 7ltird Principal Meridian. desatibed as follows: Beginning at the Northeast corner of Lot 4 of Menards Commercial Commonsi recorded as Document 02.114I 1; thence South 85 degrees 56 minutes 00 seconds East, along Elie South right of way line of Countryside Partway, 424.17 feet; thence Southeasterly along said South riglit.of way Enc, being along a curve concave to the Southwest with a radius of 25. 00 feet and a choral bearing of South 40 degrees 56 minutes 00 seconds East, an are length of 39.27'fect to a point on the Westerly right of. way line of WI-lugh Road; .thence South 04 degrees 04 minutes 00 seconds West, along said Westerly right of way line; 226-43 feet; (hence southerly along said Westerly right of way line, being along a curve concave to the East, with a radius of 540,00 feet and a chord bearing of South 01 degrees 24 minutes 19 seconds Fast, an arc length of 103.15 feet; thence South 06 degrees 52 minutes 38 auconda East; along said Westerly right of way line, 25Q.39 feet; thcrice southerly along said Westerly light of way line, being, along a curve concave to the West; with a radius of960.00 feet and a chord bearing of South 61 degrees 38 minutes- 51 seconds West, an arc lerigt,h of285.66 feet; thence Soutar 10 degrees 10 minuto.20 seco rds West, along said Wegt.erly right of way litre, 300.40 feet; thence Southerly along said Westerly right -of way line, being along a curve, concave to the Easy Wii]i a fadius of 540.00 feet and. a choralh aring of South 03 degrees 01 rat iutes.21 secotids West, an arc length of 1343Tfeet; thence South 04 degrees .07 minutes 38 seconds East, along said Westerly right of way line, 184.24 feet to the Northerly right of way line of U.S. Route 34, per document nbxnhrrs 2002-0000897.3 and 2002-00007755; thence South 58 degrees: 43 minuteg'04 seconds West, along said Northerly right of way. line, 96.06 feet; thence Westerly along said Northerly right of Way line, being along a curve concavo to the Forth, with a radius of 1390.00 R.ct and a chord.bearing of North 86 dogreess 56 minutes 15 seconds West an arc length of 97.51 feet; thence North 84 degree 55 snhiples 40 seconds West; clang said Northerly right of way Une, 154, 24 feet to a point on die East line of a tract, of land conveyed to Vijay K and Promila Marawaha by a Warranty Deed recorded June 17, 1994 as Document 9406488; thence North 10 degrees 10 minutes 20 seconds East along the Easterly lire of said Document 940648.& 701.56 feet to the Northeast corner thereof; thence North 79 degrees 49 minutes 41 seconds West, along the Northerly line of said Document 9406488, 34.9:64 feet to a point on the Easterly line of Lot 4 of said Menards C.o iiiiemial Cbiimmons,.Terordcd as Docuirieiit 02-11411; thence North 10 degrees 10 minutes 19 seconds East along said Easterly line, 823.98 feetto the point of beginning, in the Township of Biistoi, Kendall County, Illinois and containing 14.61 acres of land more or less, Page 1 of 2 Exhibit C Legal Description of 8-3 Service Business ❑islrict subject to this Modification Agreement 2of3 Also: Triangular Parcel legal description: THAT'PART OF THE NORTHWEST QUARTER OF SECTION 27, AND PART OF THE NORTHEAST QUARTER OF SECTION 28 TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCTPAL MERIDIAN; DESCRISED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE SOUTIiERLY RIGHT OF WAY LINE OF COUNTRYSIDE PARKWAY PER PLAT OF DEDICATION DOCUNMENT NO 2000-00009655, WITH THE NORT1.1FRLY RIGHT OF WAY LINE OF U.S. ROUTE NO 3.4 PER DOCUMENT NUMBERS 2002-00008973 AND 2002-00007755; THENCE SOUTH_12 DEGREES 50 M119UTES 13 SECONDS WEST., ALONG. THE NORTHERLY RIGHT OF WAY LINE OF SAID U S. ROUTE NO 34, 77 16 FEET; THENCE 5OTJTH 55 .DEGREES 12,MNUTES 38 SECONDS WEST, ALONG SAID NORTHERLY. RIGHT OF WAY LINE; 976 51. FEET; THENCE WESTERLY, ALONG SAID NORTHERLY RIGHT OF WAY LINE, BEING ALONG A CURVE TO THE RIGHT WITH RADIUS OF 1�90,00! AND A EHORD'B,EARING'OF SOUTH 67 DEGREES 53 MINUTES 14 SECONDS WEST, AN ARC LENGTH.OF 616,39 FEET; THENCE 146RTH 67 DEG a . S 09 MN[.ITES 38 SEQONDS WEST, ALONG SAID NORT=L Y RIGHT OF WAY LW, 97.33 FEET; TIIENCE SOUTH $5 DEGREES 5814INUTES 01 SECONDS WEST, ALONG SAID NORTHERLY RIGHT OF WAY LINE, 1.41 MT TO THE EASTERLY RIGHT OF WAY LINE OF MC Hi UGH ROAD PER PLAT OF DEDICATION DOCUNfENT NO.2000-00009655; THENCE NORTH 04 DEGREES 07 MINUTES 38 SECONDS WEST,.ALONG SAID EASTERLY RIGHT OF WAY LINE, 183.64 FEET; THENCE NORTHERLY. ALONG SAID EASTERLY RILIHT OF WAY LINE, BEING ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 460.00 PEEP AND A CHORD BEARING OF NORTH 03 DEGREES 01 MINUTES 21. SECOND,S EAST, AN ARC LENGTH QF 114 80 FEET; T11ENCE NORTH 10 DEGREES 10. MINUTES 20 SECONDS. EAST, ALQNG SAID EASTERLY RIGHT OF WAY LINE, 300.40 FEET, TIIENCE:NORTHERLY ALONG: SAID EASTERLY RIG11T OF WAY LINE, BEING ALONG ACURVE TO THE LEFT WITH A RADIUS OF 1040.00-FEET -AMA CHORD $FARING OF NORTH 01 DEGREES 38 M ITUTES 51 SECONDS FAST, .AN ARC LENGTH OF 309 47 FEET; THENCE NORTH 06 DEGREES 52 MTWUTES 38 SECONDS NEST, ALONG SAID EASTERLY RIGHT OF WAY I,IlWE, 250 39 FEET, THENCE, NORTHERLY ALONG SAID EASTERLYRiC AT OF WAY LINE, SEIN'CI ALONG A.C[1R E TO THE RIGHT WITH A RADIUS OF 460 00 FEET AND A CHORD jAARING OF NORTH, 011 DEGREES 24 MNVTES.19 SECONDS WEST,, AN ARC LENGTH OF 87-.86 TEST, THENCE I* PRTH 04 T?EGrREES O4.MiNLFI'ES 00 SECONDS EAST, ALONG SAID EASTERLY. RIGHT 01+ WAY .LINE, 226A43 FEET THENCE NORIFIEASTER.LY ALONCI A CURVE TO THE RIGHT WITH A RADIUS OF 25.00FEF I AND A m,6RD BEARING. NORTH 49 DECREES 04 MINUTES 00.5ECONDS LAST, AN.ARC LENGTU OF.39.27 FEET'TO A POINT ON SAID SOUTI�RI!•Y RIGTIT' OF WAY LINE OF COUNTRYSIDE PARKWAY?. THENCE. SOUTH S5 DEGI�ES 56 MiNI.ITES 00 SECONDS EAST, ALONG SAID SOUTHERLY RIGHT OF WAY LINE, 338.21 FEET; THF`N,C I✓ SQbTHEASTERLY ALONG SA10 SOUTHERLY RIGHT OF WAY LINE,13EING ALONG A CURVE TO THE RIGHT WITH A RADIUS C7F i 390.03 FEET AND A CHORD BEARING OF SOUTH 6.0 DEGREES 21 NIINUTES:36 SECONDS BAST,, AN ARC -LENGTH OF ,1240.81 FEET TO A_POTNT D. AWI X0R!TH 34.DEGREES 4 7 MINUTES 1:3 SECONDS WEST, 54.08 FEET_FRQM THE POINT OF DECFINN�G, THb4CE SOUTH 34 DEGREES: 47 NDJf UTES 13 SECONDS EAST ALONG SAID w biERI;Y RIGHT OF' WAY Z INE; 54.08 FFsET T4 THE. I�OINT 01 BEGINNING, ALI..TN KENDALL COUNTY, ILLINOIS; AND CONTAINING 34 13 ACRES MORE OR LESS , Page 2 of 2 Exhibit C Legal Description of 8-3 Service Business District subject to this Modification Agreement 3of3 Legal Description of property southerly of Countryside Parkway, westerly of McHugh and northerly of Route 34: That part of the Northeast Quarter of Section 28, Township 37 North, Range 7 Cast of the Third Principal Meridian described as follows: Beginning at the Northeast corner of Lot 4 of Menards Commercial Commons, recorded as Document 02-11411; thence South 85 degrees 56 minutes 00 seconds Last, along the South right of way line of Countryside Parkway, 424 17 feet; thence Southeasterly along said South right of way line, being along a curve concave to the Southwest, with a radius of 25 00 feet and a chord bearing of South 40 degrees 56 minutes 00 seconds East, an are length of 39 27 feet to a point on the Westerly right of way line of McHugh Road; thence South 04 degrees 04 minutes 00 seconds West, along said Westerly right of way line, 2.26 43 feet; thence southerly along said Westerly right of way line, being along a curve concave to the Last, with a radius of 540 00 feet and a chord bearing of South 01 degrees 24 minutes 19 seconds East, an are length of 103.15 feet; thence South 06 degrees 52 minutes 38 seconds East, along said Westerly right of way line, 250 39 feet; thence southerly along said Westerly right of way line, being along a curve concave to tlhe West, with a radius of 960.00 feet and a chord bearing of South 01 degrees 38 minutes 51 seconds West, an are length of .285 66 feet, thence South 10 degrees 10 minutes 20 seconds West, along said Westerly right of way line, 300.40 feet; thence Southerly along said Westerly right of way line, being along a curve, concave to the East, with a radius of 540.00 feet and a chord bearing of South 03 degrees 01 minutes 21 seconds West, an are length of 134.77 feet; thence South 04 degrees 07 minutes 38 seconds East, along said Westerly right of way line, 184 24 feet to the Northerly right of way line of US Route 34, per docurnent numbers 2002-00008973 and 2002-00007755; thence South 5S degrees 43 minutes 04 seconds West, along said Northerly right of way line, 96 06 feet; thence Westerly along said Northerly right of way line, being along a curve concave to the North, with a radius of 1390 00 feet and a chord bearing of North 86 degrees 56 minutes 15 seconds West, an are length of 97 51 feet; thence North 84 degrees 55 minutes 40 seconds West, along said Northerly right of way line, 154.24 feet to a point on the Last line of a tract of land conveyed to Vijay K and Promila Marawaha by a Warranty Deed recorded June 17, 1994 as Document 9406488; thence North 10 degrees 10 minutes 20 seconds Cast along tlhe Easterly line of'said Document 9406498, 701 56 feet to the Northeast carrier thereof; thence North 79 degrees 49 minutes 41 seconds West, along the Northerly line of'said Document 9406488, 349.64 feet to a point on the Easterly line of Lot 4 of said Menards Commercial Commons, recorded as Document 02-11411; thence North 10 degrees 10 minutes 19 seconds East, along said Easterly line, 82398 feet to the point of beginning, in the Township of Bristol, Kendall County, Illinois and containing 14 61 acres of land more or less Page I of 3 Exhlbll D 13•3 Service Businass Dislric:Ordinanee Pape 1 of 3 ARTICLE D. B-3 SERVICE BUSINESS DISTRICT 10-7D-1: PERMITTED USES: All uses permitted in the 82 district, Agricultural implement sales and service. Appliance - service only. Automotive sales and service. Building material sales. Business machine repair. Car wash without mechanical repair on the premises. Catering service. Drive-in restaurant. Electrical equipment sales. Feed and grain sales. Frozen food locker. Furniture repair and refinishing., Golf driving range. Greenhouse. Kennel. Miniature golf. Motorcycle sales and service. Nursery. Orchard, Park - commercial recreation. Plumbing supplies and fixture sales. http://66.113,195.234AL/Yorkvilie/docbar.him 2/25/2008 1'a1 e 2 ul 3 Exhibit D 6.3 Service Business District ordinance Page 2 of 3 Pump sales. Recreational vehicle sales and service. ske it ig•Fi , spo MAa. Tftie @, Tennis court - indoor. Truck rental. Upholstery shop. Veterinary clinic. (Ord. 1973-56A, 3-28-1974; amd. Card. 1986-1, 1-9-1986; Ord., 1988-7, 4-14- 1988; Ord. 1995-19, 8-10.1995; Ord. 1998-21, 6-25-1998; Ord. 2005-58, 7-12-2005) 10-7D-2: SPECIAL USES: All special uses permitted in the B-2 district. Amusement park. Boat launching ramp, Boat rental and storage, Daycare centers. Stadium. (Ord. 1973-56A, 3-28-1974; amd. Card- 1995-19, 8-10-1995; Or& 1995-20, 8-10- 1995) 10-7D-3: LOT AREA: No lot shall have an area less than ten thousand (10,000) square feet, (Ord, 1986-1, 1-9-1986) 10-713-4: YARD AREAS; No building shall be erected or enlarged unless the following yards are provided_ and maintained in connection with such building, structure or enlargement: A. Front Yard: A front yard of not less than fifty feet (50'). (Ord. 1973-56A, 3-28-1974) htip:1/66.113,195.234/IL[Yorkville/doebar.htm 2J25/2009 Exhlbll D B•3 Service Business Usldct Ordlnarce Page 3 of 3 B. Side Yards: Page, 3 Ut 3 1. A minimum side yard shall be required between buildings within the 13-3 district of twenty feet (20') between a building constructed thereon and the side lot line, except in any existing 8-3 zoning district withln the corporate boundaries where no minimum side yard shall be required between buildings, except where a side yard adjoins a street, wherein a minimum yard of not less than thirty feet (30') shall be required, 2. The zoning board of appeals may, upon application, grant a variance to any petitioner seeking to vary the side yard requirements in a B--3 district if the variance is sought for a parcel of real estate that is sought to be developed as a planned unit development because of the unique nature of the parcel or development sought thereon, (Ord. 1 986-1, 1-9-1986; amd. 1994 Code) C, Rear Yard: A rear yard of not less than twenty feet (20'), (Ord. 1973-66A, 3-211-1974) D. Transitional Yards: Where a side or rear lot line coincides with a residential district zone, a yard of not less thirty feet (30') shall be required. A transitional yard shall be maintained only when the adjoining residential district Is zoned R-1 or R-2 one -family residential. (Ord. 1973-56A, 3-28-1974; amid. Ord. 1987-1, 2-12-1987) E. Parking Lot Setback Requirements: 1. Arterial Roadways: When a parking lot located in the B-3 zoning district is located next to an arterial roadway, as defined in the city's comprehensive plan, a twenty foot (20') setback from the property line is required. 2. Nonarterial Roadways: When a parking lot located in the B-3 zoning district is located next to a nonarterial roadway, as defined In the city's comprehensive plan, a ten foot (10') setback from the property line is required. (Ord. 1998-32,11-5-1998) 10-7D-5: LOT COVERAGE: No more than fifty percent (50%) of the area of the zoning lot may be occupied by buildings and structures, including accessory buildings. (Ord. 1973-56A, 3-28.1974) 10-7D-6: MAXIMUM BUILDING HEIGHT: A.No building or structure shall be erected or altered to exceed a maximum height of six (6) stories or eighty feet (80'), whichever is lower. B.No building or structure shall be erected or altered to exceed a maximum height of three (3) stories or thirty five feet (35) within the "downtown area" as described by exhibit A, attached to the ordinance codified herein, (Ord. 2006-67, 8-8-2006) 10-7D-7: OFF STREET LARKING AND LOADING: All in accordance with regulations set forth in chapter 11.of this title. (Ord. 1973-59A, 3-28- 1974) httpJ/66.113.195.234/ILTYorkville/docbar,htm 2/25/2008 EXIIISIT 4ED-1" Permitted Uses Tlvs exhibit lists all permitted uses as they exist in the current Zoning Ordinance, Uses excluded and not permitted by this Ain eement are crossed out as follows; (net use) OFFICE DISTRICT O Advertising agency. Bank. Barber shop. Beauty shop. Bookkeeping service. Club private-indeer. Coffee shop. College, university or junior college, Commercial school, trade school - offering training in classroom study. Credit union, Detective agency. Employment office. Engineering office.. Government office. Income tax service losurance office, Library, Manufacturing agent's office_ Medical clinic. Park. Professional offices Public accountant. Real estate office. Savings and loan association. Stenographic service. Stock broker. Telegraph office. Title company. Travel agency. Utility office. (Ord 1473-56A, 3-28-74) Special Uses 499-54 LIMITED BUSINESS DISTRICT B-1 All uses permitted in the n district. Antique sales. PAGE 1 OF 4 �e�.� •� �,� d--irxlax�i�� Bakery - retail, Barbershop. Beauty shop. Bookstore. Cafeteria (diner). Camera shop. C'hureb or other place of worship. taiga ct�telcee s#ors. Clothes - pressing and repair- Glu"n=:G-indoor: i is euAd On Community center. Dressmaker - seamstress, Drugstore - Florist sales Fruit and vegetable market - retail. Gift shop_ Grocery store - supermarket. Gymnasium.. Health food store Hobby shop - Hospital (general). Hospital or treatment center. Horisehold furnishing shop. Toe cream shop. Jewelry - retail. Laundry, cleaning and dyeing - retail. Library. 4: Meat market. Medical clinic. Mortuary - faneral borne, Task Photography studio. Playground. Post office. Professional building. Recreation center. Restaurant, Shoe and hat repair. Sa'v�rrrbs4a a4- ivis: Swimming pool - indoor. Tennis club - private or daily fee, Tiler. > _- 4003 41, 7 ? 2 29M PAGE 2 OF 4 GENERAL BUSINESS DISTRICT B-1 All uses pennitted in the O and B-1 Districts. Appliances - sales- Army/Navy surplus sales. Art gallery - art studio sales. Art supply store. h „di!e Automatic food service Automobile accessory store. Automobile rental. Bicycle shop. Billiard par -lot'. Blueprint and photostat shop. Wiley-. Carry -out food service. Catalog sales office. Clothing store - all types. Dane@ hall. Department stoic. Discount store. Drygoods store - retail. Floor covering sales. Furniture sales - new/used. Hardware store. Health club or gymnasium. Hotel. Interior decorating studio. Junior deparhnent store. Leather goods. Locksmith Motel. Music, instrument and record store. Newspaper publishing. Office equipment and supply sales. Paint/wallpaper store. -pWivoshep: Personal loan agency. Pet store - Picture frame store. Radio and television studios. ReduGiag salon, ma Sporting goods Stationery. Taxidermist. "Theater. PAGE 3 OF 4 Toy store. Typewriter - sales and repair. Variety store.. Watch and clock sales and repau-e Weaving and mending - custom. (Ord. 1973-56A, 3-28-1974; amd. 1994 Code) SERVICE BUSINESS DISTRICT 13-3 All uses permitted in the B-2 district_ Agricultural implement sales and service Appliance - service only. Automotive sales and service. Beat es. Building material sales. Business machine repair. Car wash without mechanical repair on the premises. Catering service. Drive-in restaurant. Electrical equipment sales. Feed and grain sales. Frozen food locker. Fumiiure repair and refinishing.. Golf'driving range. Greenhouse F4er r L. Miniature golf Motorcycle sales and service - Nursery. Orchard. Park - commercial recreation, Plumbing supplies and fixture sales. Pump sales. Recreational vehicle sales and service. Sperm: Taxieab ge&aga- Tennis court - indoor. tel: Tmel rental. sink Upholstery shop. Veterinary clinic. (Ord. 1973-56A, 3-28-1974, arrrd. Ord 1986-1, 1-9-1986; Ord. 1988-7, 4-14-1988; Ord, 1995-19, 8-10-1995; Ord. 1998-21, 6-25-1998; Ord. 2005-58, 7-12- 2005) PAGE 4 OF 4 Exhibit E Legal Description of PUD B..R-2 One Family District component of the Subject Property THAT PART OF SECTIONS 21 AND 22, IN TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, LYING NORTHEASTERLY OF AND ADJACENT TO PRAIRIE POINTE SUBDIVISION, SOUTHEASTERLY OF AND ADJACENT TO THE SOUTHEASTERLY LINE (AND ITS NORTHEASTERLY EXTENSION) OF PRAIRIE MEADOWS SUBDIVISION, NORTHWESTERLY OF AND ADJACENT TO THE NORTHWESTERLY RIGHT OF WAY LINE OIL CRIMSON LANE, AND SOUTHWESTERLY OF THE SOUTHWESTERLY LINE (AND ITS NORTHWESTERLY EXTENSION) OF AUTUMN CREEK. SUBDIVISION, (EXCEPT THAT DESCRIBED AS FOLLOWS: THAT PART OF SAID SECTIONS 21 AND 22 LYING NORTHEASTERLY OF AND ADJACENT TO PRAIRIE POINTE SUBDIVISION, NORTHWESTERLY OF AND ADJACENT TO THE NORTHWESTERLY RIGHT OF WAY LINE OF CRIMSON LANE, SOUTHEASTERLY OF AND ADJACENT TO A LINE THAT IS 2:35.0' NORTHWESTERLY OF AND PARALLEL WITH THE NORTHWESTERLY RIGHT OF WAY LINE OF SAID CRIMSON LANE, AND SOUTHWESTERLY OF A LINE THAT IS 445.0 FEET SOIUHWEST) RLY OF AND PARALLEL WITH THE SOUTHEASTERLY EXTENSION OF THE NORTHEASTERLY LINE OF PRAIRIE. MEADOWS SUBDIVISION, AND EXCEPT THAT PART OF SAID SECTION 22 DESIGNATED AS A SCHOOL PARCEL) IN THE UNITED CITY OF YORKVILLE, KENDAL,L COUNTY, IL,LINOIS, AND CONTAINING 42.0 ACRES OF LAND MORE OR LESS. lave 1 of 2 Exhibit F Arlide 8.R-2 One Family District of the Zoning Ordinance Page i of 2 ARTICLE C. R-2 ONE -FAMILY RESIDENCE DISTRICT 10-6C-1: USES PERMITTED: The following uses are permitted: Any permitted use in the Estate District or the R-1 One -Family Residence District_ (Ord_ 2000- 1, 1-27-2000) 10-6C-2: SPECIAL USES: The following uses may be allowed by special use permit in accordance with the provisions of Section 10-14=6 of this Title: Any use permitted as a special use in the Estate District or the R-1 One -Family Residence District, except that planned developments may be considered where the zoning lot proposed for development has a gross area of not less than ten (10) acres. Bed and breakfast inns. (Ord. 1973-56A, 3-28-1974, amd. Ord. 1994-36, 10-13-1994; Ord 2000-1, 1-27-2000) 10-6C-3: LOT AREA AND ALLOWABLE DENSITY: A Lots with private wells and/or private sewage treatment facilities: 1. One acre with a width at the building line not less than one hundred twenty five feet (125). Density shall not exceed one dwelling unit per each acre. (Ord. 1973-56A., 3-28- 1974; amd. 1994 Code; Ord.. 2000-1, 1-27-2000) 2. This subsection shall apply within the one and one-half (1 1/2) mile planning limits of the City, only upon application and obtaining a special use from the City Plan Commission and approved by the City Council. The standards for approval of a special use permit shall be only upon: a. A showing by the petitioner that bn undue hardship exists to establish a connection to the City water and/or sewer mains. b. That no sewer or water lines exist within two hundred fifty feet (250`) of the ,proposed development of petitioner. c. That due to unique size, terrain or character of the petitioner's developmeni, it is necessary to allow individual private wells and private sewage treatment facilities so as to facilitate the orderly growth of a particular development. d. That the City is unable to provide capacity in its water or sewer mains; or the petitioner is unable to secure sufficient capacity of the Yorkville -Bristol Sanitary District Plant for disposal of sewage. (Gird, 1988-2, 1-28-1988, amd, Ord. 2000-1, 1-27-2000) B. Lots served by berth public sewerage and water facilities shall have an area of nut less than hq://66,113-195.234/]L/Yorkvilleldoebar.htm 2/25/2008 Page 2 of 2 Cxhibil F Article 6 R-2 One Family UD100 of the Zoning ordinance Page 2 of 2 twelve thousand (12,000) square feet and a width at the building line of not less than eighty feet (80'). Density shall not exceed three and three -tenths (3..3) dwelling units per each acre. C. All nonresidential principal uses of buildings as permitted in this Article shall be located on a tract of land having an area of not less than two (2) acres, except Municipal projects and developments. D. Lot size for special uses shall not be less than two (2) acres (Ord_ 1973-56A, 3-28-1974; amd. 1994 Code; Ord. 2000-1, 1-27-2000) 10-6C4: YARD AREAS: No building shall be erected or enlarged unless the following yards are provided and maintained in connection with such building, structure or enlargement: A. Front Yard: A front yard of not less than thirty feet (30'). B Side Yards: A side yard an each side of the zoning lot of not less than ten feet (10), or ten percent (10%), whichever is greater, except where a side yard adjoins a street, the minimum width shall be increased to thirty feet (30'). C. Rear Yard: A rear yard of not less than forty feet (40')_ (Ord. 1973-56A, 3-28-1974; amd Ord 2000-1, 1-27-2000) 10-6C-5; LOT COVERAGE: Not more than thirty percent (30%) of the area of a zoning lot may be covered by buildings or structures including accessory buildings. (Ord. 2000-1, 1.27-2000) 10-6C-6: MAXIMUM BUILDING HEIGHT: Same regulations shall apply as permitted or required in the R-1 One -family Residence District. (Ord. 1973-56A, 3-28-1974; amd. 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Pp?FzVIA)" AAC.. �7MaWA,44 20AE), TcK LLAW Exhibit Page I of 2 LEGAL DESCRIPTION "Holdiman Par'ecl" That part of the East half of Section 20, part of the West half of Section 21 and part of the North Half of Section 28, Township 37 North, Range 7 East of the Third Principal Meridian described as follows: Beginning at the intersection of the present center line of Illinois State Route 47 with the center line extended Westerly of Kennedy Road; thence Easterly along said extended center line and said center line of Kennedy Road 878.41 feet; thence Southerly along a line which forms an angle of 72 degrees 32 minutes 08 seconds with the last described course, measured counterclockwise therefrom, 2,863,64 feet; thence Easterly along a line which forrns an angle of 91 degrees 56 minutes 56 seconds with the last described course, measured clockwise therefrom, 997.26 feet; thence Southerly along a line which forms an angle of 90 degrees 21 minutes 54 seconds with the last described course, measured counterclockwise therefrom, 573 68 feet; thence Westerly along a line which farms an angle of 93 degrees 53 minutes 56 seconds with the last described course, measured countercloclnvrse therefrom, 1,042.49 feet to the Southeast corner of a tract of land conveyed to the Old Second National Bank of Aurora, as Trustee under the provisions of a Trust Agreenment dated May 29, 1979, and known as Trust No. 3072, by a Warranty Deed in Trust recorded June 7, 1979, as Document 79-3006; thence Northerly along the East Iine of said tract 458.96 feet to the Northeast,corner thereof; thence Westerly along the North line of said tract 584.10 feet to said Route 47 center line; thence Northerly along said Route 47 center line 1,773.96 feet to the Northeast corner of Countryside Center, Unit No. 4, Yorkville, Kendall County, Illinois; thence Northwesterly along the Norib line of'said Unit No_ 4, 1,369,78 feet to an angle point therein; thence Westerly along the North line, the North line cf Countryside Center, Unit No. 2, Yorkville, Kendall County, IIlinois, and said North line extended, 1,390,06 to the Easterly line of a tract of laud conyoyed to Robert J. Mahoney by Quit Claim Deed -recorded June 15, 1971, as Document 71-2019; thence Northeasterly along said Easterly line 41.95 feet to an angle pint therein; thence Northeasterly along said Easterly line 505.39 feet to the southerly line of a tract of land conveyed to Harold B. Spackman by a Warranty Deed recorded July 25, 1953, as Document 105980; thence Easterly along said Southerly line 1,221-09 feet to a Southeast comer of said Spackinan tract; thence Northerly along an Easterly line of said Spacl:man tract 419.50 feet to a Southeast corner of said Spackman track; thence Easterly along a Southerly line of said Spackman tract 687.50 feet to said Route 47 center line; thence Southerly along said center line to the point of beginning, excepting therefrom that part of the Southwest Quarter of said Section 21 described as follows: Beginning at the intersection of the present center line of Illinois State Route No. 47 with the center line extended Westerly of Kennedy Road; thence Southerly along said Route 47 center line 275.0 feet; thence Westerly at right, angles to said center Line 685.0 feet; thence Northerly parallel with said center line 770.66 feet; thence Easterly at right angles to the last described course 645-51 feet to said Route 47 center line; thence Southerly along said center line, being along a curve to the right having a radius of 1,998.90 feet, 397,98 feet; thence Southerly along said center line 100,31 feet to the point of beginning, in Bristol Township, Kendall County, Illinois; and further excepting that part of the Northwest Quarter of Section 28, Township 37 North, Range 7 East of the Third Principal Meridian described as follows: Beginning at the Northwest corner of Hatcher Commercial Development, Yorkville, Kendall County, Illinois, being a point in the center line of Illinois State Route No, 47; thence North 06 degrees 11 minutes 23 seconds East along said center line 543,66 feet; thence Easterly at right angles to said center line, 63L96 feet; thence Southerly along a line which forms an angle of 88 degrees 26 miriutes 36 seconds with the last described course, measured counterclockwise therefrom, 557.68 feet to the North line of said I-Iatcher Commercial Development extended Easterly; thence Westerly along said extended North line and said North lire, 597.47 feet to the point of beginning in the United City of the Village of Yorkville, Kendall County, Illinois and containing 7,765 acres Page 2 of 2 "Conover Parcel" Commencing at the Northeast comer of Countryside Center Subdivision, Unit Na.. One, thence 06°1173" East a distance of 2241.20 feet to the intersection of the centerlines of Illinois Route 47 and Kennedy Road, thence North 82"16'57" East along the centerline of Kennedy Road a distance of 869.30 feet to the Point of Beginning, thence South 090 4449" West a distance of 2863.64 feet, thence South 78° 18'15" East a distance of 997.26 feet, thence South 11 ° 19'S1" West a distance of 573-68 feet, thence South 82 °34'05" East a distance of 588.06 feet, thence North 12° 17'10" East a distance of 1515.36 feet, thence North 78 °04'16" West a distance of 990_35 feet, thence North 12 "08'16" East a distance of 2128.69 feet to the centerline of Kennedy Road, thence continuing North 12'08'16" East to the North right-of-way line of K,en nedy.Road, thence Soutb 82 ° 1657" West along the North right-of=way line of Kennedy Road to a point on a line extended North 09"44'49" East from the Point of Beginning, thence South 09°44'49" West to the Point of Beginning, containing 75.708 acres. "Dirk Parcel" That part of the Southeast Quarter of Section 21, Towrrslrip 37 North, Range 7 East of the Third Principal Meridian described as follows: Cornnnencirng at an existing iron pipe stake said to be over the original location of a stone in the center of original Bristol and Oswego Road previously described as being 23.05 chains West and North 35°30' West 11.02 chains fronn the Southeast ooaner of said Section 22; thence Northwesterly along a lime forming an angle of 93 "23'07" with the center line of U.S. Route No. 34, measured from Northeast to Northwest, 2054.60 feet; thence Southwesterly along a line forming an angle of 87°07'00" with the last described course, rheasured clockwise therefrom, 825.40 feet; thence Northwesterly along a line forming an angle of 269 °46'00" with the last described course, Treasured clockwise therefrom, 508.20 feet; thence Southwesterly along a line, which line is hereinafter referred to as "Line A" and forms an angle of 91 °07135" with the last described course, measured clockwise therefrom, 2657.62 feet; thence North along a line fornning an angle of 53 °07'29" with the last described course measured Counterclockwise therefrom, 2004,69 feet to a point iri the center line of Kennedy .Road for the point ofbeginning; thence South along the last described course 2004.69 feet to said Line A; thence Southwesterly along the extension of said Line A; 711.71 feet; thence Northwesterly along a lime fotuting an, angle of 130°01'22" with the last described course, measured counterclockwise therefrom, 1047.11 feet; thence Northeasterly along a line forming ark angle of 89°47'39" with the last described course, measured counterclockwise therefrom, 2128.69 feet to a point in the center line of Kennedy Road which is a Northeast corner of a tract of land conveyed .to lokai G. Conover by a Warranty Deed dated October 27, 1972 and recorded November 2, 1972 as Document No. 72-5301; thence Basteirly along said center line, 1106.04 feet to the point of beginning in Bristol Township, Kendall County, Illinois.. Together with that part of Kennedy Road lying; Northerly of and adjacent to the subject Property described as follows: Beginning at the Northwest corner of Elie subject property, being the Northeast ccrnner of a tract of land per Warrantee deed 72-5301 recorded November 2, 1972; thence North 10 degrees 02 minutes 21 seconds East 26.57 feet to the North Line of said Kennedy road; thence along said North line North 80 degrees 16 minutes 09 seconds East, 1099.88 feet; thence South 03 degrees 16 minutes 56 Seconds East, 25,16 feet to the Northeast cornner of the subj ect property, being a point on the centerline of said Kennedy Road; thence along said centerline South 80 degrees 16 minutes 09 seconds East, 1106.04 feet to the point of beginning. All in Kendall County and containing a total of 69.19 acres of land more or less WhIE OMNI P, X> 0 * m 1> 1211 � Midi K. 0 w ;E- 2! M, 0 ID: Q'F M Z mm iris cr S 0 m > 0 X -7' cFFl Q .'o qq apt 1;V No ids, OQB apu, : Qn ? an m m Wo" W rgw7 -n z 0 M whys c M o F9 z :0 , M z > Z>m r- 7 m M - C) > -< zo 33 0 0 > co 0 FMT M rK A T W E L ® - H i C K S r, fj !,T3RVWA-, �1 3F hWl� 11TY wam vmsF' 12,4,5 E. Wt ", ww m 16 2 W!"! m X :c 1A YA iS r,J La 7 I i' - 1Y .r•., s- 5 _a r 5 1 y' t { J, ai tt, n � {- n� -. F I•::� if ire it S 1 � i.. T '� ?[Je To I� �-: r 1 t; � k •�L i FL 4�5 IS EE rr p ;F 1 �nPa Il Q• 4 i€ ' � ]i ry HFUNnlI PHaPFJi31t5 [—.nrl JltsS C?iMECN U4117. S704V,WATE4 i, Mhntu. "',x r :f:[ '� y ' - i p i L!�tFAGLFICvI-FCIL!T', '..__.__.__.._.—_, •' .,ee.Hl-n�lacvm b o z i YCNIfMiLC IL j{•, t:i:i ':u-}ul [. a:a+i Am, .RYT[ ,M I in4he.rlrg TnrYol.men[d iiwer,rxss. I_Llriln �aee7 ,.y a -doter HE tlp4_ r;',VHi". 9.l+EPa t . cr.,u M1a ,iana. rstu-'}:ril' 0 ¢7> e e v o Aisle, E 'e3 rnai.tin.u: r J V m yml It ii%j th ATWELL-HICKS LIAIJArCIAEFI YORKVI: t rACILI-7 1 1215 E. MAC RUD. S-Tl_ Ian E-IlMl-hl HAPEFWAlL QAM� SOSO . I a * t , - R - 0 !­jhv Ila,.m ita�rs 1 a sfr Tie! am- Ono i g I nigh iiu;�IPT�IP fM WN Ilk 11 .1 'AHM Ali , Oz RFoWi EN Sr? NNTIA NEW HU A i MMV 01, ..vovf 1k1117 ill Pl,119 9iR1ipH I 0,I mom 1 R R ml 1U, I HUI "IN WIN 1 f� E. WAS W fit, A , FINE', I: rli ru r. CD .............. 1,Uq! 8., pq 11 ............ . . . . . . . . . . ATMIE LL-11 RICS III 1 nil iyx T�f 91 OF q . . . . . . . . . . Ing fit _-Mi I MMMMMA 5g -1 "A M "N m x WA H I C K 3 ATWELL i7,S C 0�01L ROAD, !;ArE MW N�.MALLE. 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RETAILER RETAILERr RETAILER I RETAILER GRAY TEXTURED METAL CABINET WIDE RACKED FINISH PRECAST CONCRETE PANELS W/ CONCRETE CAP HAMMAN TENNAN HAMMAN TENNANT .HAMMAN T ENNANT EXHIBIT J a i ---- ----- ------------------------ ___-----------_ r PROPOSED SHOPPING CENTER IDENTIFICATION SIGN LOCATED AT COUNTRYSIDE PARKWAY & HWY, 34 TOTAL_ SIGNAGE SQUARE FOOTAGE = 340 SQ, FT. gf AL.Er 3/16` = 1'--D' In C) Elitist r DU:j-:P'a Co. M.f PUD M-,n P.,)! W S ti VJ. Exhibit 0 Legal Description of O-Office District zoned area subject to this Modification Agreement THAT PART OF SECTIONS 21 AND 22, IN TOWNSHIP 37 NORTH, RANGE 7 CAST OF THE THIRD PRINCIPAL MERIDIAN, LYING NORTI-IEASTERL.Y OF AND ADJACENT TO PRAIRIE- POINTE SUBDIVISION, NORTHWESTERLY OF AND ADJACENT TO THE NORTI4WESTERL.Y RIGHT OF WAY LINE OF CRIMSON LANE, SOUTHEASTERLY OF AND ADJACENT TO A LINE THAT IS 235.0' NORTHWESTERLY OF AND PARALLEL WITH THE NORTHWESTERLY RIGHT OF WAY LINE OF SAID CRIMSON LANE, AND SOUTI-IWESTERL.Y OF A LINE THAT IS 445.0 FEET SOUTHWESTERLY OF AND PARALLEL. WITH TIME SOLITHLASTERL.Y EXTENSION OF THE NORTHEASTERLY LINE OF PRAIRIE. MEADOWS SUBDIVISION, IN THE UNITED CITY OF YORKVILLE, KENDAL.L. COUNTY, ILLINOIS, AND CONTAINING 18.5 ACRES OF LAND MORE OR LESS Page 1 of 3 Exhibit 0-1 o ogico District Zoning Ondinvoe Page 9 of 3 ARTICLE A. ® OFFICE DISTRICT 10-7A-1 a USES PERMITTED: Advertising agency. Bank. Barber shop. Beauty shop. Bookkeeping service. Club - private indoor. Coffee shop. College, university or junior college. Commercial school, trade school - offering training in classroom study. Credit union. Detective agency. Employment office. Engineering office. Government office, Income tax service. Insurance office. Library. Manufacturing agent's office. Medical clinic. Parr. Professional offices. Public accountant. Real estate office. http.//66.113.195.234/IL[Yorkville/docbar.htm 2/25120t7R Page 2 of 3 Exhihlt g-! O Office DISMcl Zoning Ordinance Page 2 of 3 Savings and loan association. Stenographic service. Stock broker. Telegraph office. TielEet-eiee. Title company. Travel agency. Utility office. (Ord. 1973-56A, 3-28-74) 10-7A-2: SPECIAL USES: Daycare centers. Planned developments. 60 -+ s4e�+spesat-6'te: (Ord. 1973-56A, 3-28-1974; amd. Ord. 1995-20, 8-10-1995) 10-7A-3: LOT AREA: No lot shall have an area less than twenty thousand (20,000) square feet. (Ord. 1973-56A, 3- 28-1974) 1 0-7A-4: YARD AREAS: No building shall be erected or enlarged unless the fallowing yards are provided and maintained in connection with such building, structure or enlargement: A. Front Yard: A front yard of not less than thirty feet (30'). B.Side Yards: A side yard on each side of the zoning lot of not less than fen feet (10), except where a side yard adjoins a street, the minimum width shall be increased to twenty feet (20'). C.Rear Yard: A rear yard of not Less than twenty feet (20'). (Ord. 1973-56A, 3-28-1974) 10-7A-5: LOT COVERAGE: Not more than W percent (50%) of the area of the zoning lot may be occupied by buildings and structures, including accessory buildings. (Ord. 1973-56A, 3-28-1974) 10-7A-6: MAXIMUM BUILDING HEIGHT: http://66. l 13.195.234/IL/Yorkville/docbax.htin 2/25/2008 Page 3 uE 3 Exhibit0-1 O Once Dislrid Zoning Ordinance page 3 cf 3 A,No building or structure shall be erected or altered to exceed a maximum height of six (6) stories or eighty feet (80'), whichever is lower, B.No building or structure shall be erected or altered to exceed a maximum height of three (3) stories or thirty five feet (35') within the "downtown area" as described by exhibit A. attached to the ordinance codified herein, (Ord. 2006-67, 8-8-2006) 10-7A-7: OFF STREET PARKING AND LOADING: All in accordance with regulations set forth in chapter 11_of this title. 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INTRODUCTION.................................................................................................................................1 II. PROJECT CONDITIONS......................................................................................................................4 LandUses.........................................................................................................................................4 RoadwaySystem.. ..................... ...................................................................................................... 4 TrafficVolumes................................................................................................................................8 ProposedDevelopment................................................................................................................... 8 LandUse Development.......................................................................................................8 RoadwayDevelopment.......................................................................................................8 Ill. TRAFFIC FORECASTS...................................................................................................................... 11 ProjectTraffic Volumes..................................................................................................................11 TripGeneration.................................................................................................................11 Trip Distribution and Assignment.....................................................................................13 Background Traffic Volumes..........................................................................................................14 FutureTraffic Volumes..................................................................................................................14 IV. TRAFFIC ANALYSIS........................................................................................................................ 20 AuxiliaryLane Analysis...................................................................................................................20 Traffic Signal Warrant Analysis......................................................................................................20 CapacityAnalysis............................................................................................................................21 ExistingScenario...............................................................................................................24 BackgroundScenario........................................................................................................25 Future with Project Scenario............................................................................................25 Potential Mitigation Scenario........................................................................................... 25 QueueLength Analysis...................................................................................................................26 SiteCirculation...............................................................................................................................28 ProposedLane Configuration........................................................................................................29 V. CONCLUSIONS............................................................................................................................... 31 V3 FIGURES Traffic Impact Study Costco Wholesale, Ycrkvilie. Illinois Figure1: Site Location Map.......................................................................................................................... 2 Figure2: Conceptuat Site Plan......................................................................................................................3 Figure3: Land Use Map................................................................................................................................6 Figure 4: Existing Lane Configuration...........................................................................................................I Figure 5: Existing Traffic Volume................................................................................................................10 Figure 6: New Project Traffic Volume.........................................................................................................15 Figure7: Pass -By Traffic Volume.................................................................................................................16 Figure 8: Total Project Traffic Volume........................................................................................................17 Figure 9: Background Traffic Volume..........................................................................................................18 Figure 10: Future with Project Traffic Volume............................................................................................19 Figure 11: Proposed Lane Configuration....................................................................................................30 TABLES Table 1: Costco Trip Generation.................................................................................................................12 Table2: Trip Distribution............................................................................................................................13 Table3: CMAP Growth Rates......................................................................................................................14 Table 4: Level of Service Definitions for Signalized and Unsignalized Intersections..................................22 Table 5: Capacity Analysis of Signalized Intersections..................................................................................23 Table 6: Capacity Analysis of Unsignalized Intersections............................................................................... 24 Table 7: 95% Percentile Queue Lengths.....................................................................................................27 APPENDICES Appendix A Existing Traffic Counts Appendix B CMAP Correspondence Appendix C Auxiliary Lane Analysis Appendix D Traffic Signal Warrant Analysis Appendix E Capacity Analysis Worksheets — 2024 Existing Appendix F Capacity Analysis Worksheets — 2031 Background Appendix G Capacity Analysis Worksheets — 2031 Future with Project Appendix H Capacity Analysis Worksheets — 2031 Future with Project with Mitigation Appendix I ITE Trip Generation Manual Excerpts V I. INTRODUCTION Traffic Impact Study Costco Wholesale, Yorkville. Illinois V3 Companies has been retained by Costco Wholesale Corporation to conduct a traffic impact study for a proposed Costco Warehouse located at the northeast corner of US 34/Veterans Parkway and McHugh Road in the City of Yorkville, Illinois. The site is bounded by Countryside Parkway to the north, US 34/Veterans Parkway to the southeast, and McHugh Road to the west. A location map is included as Figure 1. The proposed development consists of a Costco Wholesale building with approximately 161,064 square feet and a members -only gas station with 32 fueling positions when the store opens. The site plan illustrates the future expansion of the gas station to provide an additional eight fueling positions. The proposed access plan includes a right-in/right-out/left-in access driveway on US 34 that aligns with Tuma Road, two full access driveways on McHugh Road, a full access driveway on Countryside Parkway that aligns with Crimson Lane, a second full access driveway on Countryside Parkway, and a right in/right out driveway on Countryside Parkway. The site plan proposes 859 parking stalls. Figure 2 illustrates the proposed site plan with driveway locations. The purpose of this study is to evaluate the potential traffic impacts of the proposed Costco Wholesale warehouse and the members -only gas station. Traffic estimates are projected to 2031, which is five years beyond the potential build out in 2026, based on traffic projections from CMAP. The study area includes the following intersections as well as the proposed driveways to the site. • Countryside Parkway and McHugh Road (unsignalized) • Countryside Parkway and Crimson Lane/Costco Driveway 1 (unsignalized) • Countryside Parkway and Costco Driveway 2 (unsignalized) • Countryside Parkway and Costco Driveway 3 (unsignalized) • US Route 34/Veterans Parkway and Countryside Parkway (signalized) • US Route 34/Veterans Parkway and Tuma Road/Costco Driveway 4 (unsignalized) • US Route 34/Veterans Parkway and McHugh Road (signalized) • McHugh Road and Costco Driveway 5 (unsignalized) • McHugh Road and Costco Driveway 6 (unsignalized) This report includes a description of existing conditions, data collection and capacity analysis, evaluation of data, traffic signal warrant analysis and turn lane warrant analysis, and conclusions. - 1 - 31 j 21 la 47 t2P ry s c. - SITE _ E7 T PV�n -K h. LEGEND STUDY AREA INTERSECTION ,1'f iJr PROPOSED DRIVEWAY ACCESS COSTCO WHOLESALE FIGURE 1©� CORPORATION SITE LOCATION MAP V YORWILLE, IL q YORKVILLE ILLINDIS 575' -- CpUNTRy�I e a \j L) v S� 0 / LOT 1 (�! TCO s YR115' - - \\\ LOT 24 20 ACRES (, 87.840 SF) Jam' h �J LOT 3 I - c❑STCO DWY 5 1117.5n SF1 6h, V �O soi M-r:w SHr 'r3 NOT TO SCALE COSTCO WHOLESALE FIGURE 2 ►�� CORPORATION CONCEPTUAL SITE PLAN v YORKVILLE, IL 4r YQRKVILLE ILLINQIS V17- II. PROJECT CONDITIONS Land Uses Traffic Impact Study Costco Wholesale, Yorkville, Illinois The land uses near the project site primarily consist of residential and retail uses as well as undeveloped land. The surrounding land uses are illustrated in Figure 3. Roadway System The characteristics of the roadways in the vicinity of the site are presented below. The existing lane configurations in the study area are illustrated in Figure 4. Roadway Descriptions US 34/Veterans Parkway is an east/west roadway classified as a Strategic Regional Arterial (SRA) with a posted speed limit of 45 mph adjacent to the proposed development. US 34 provides two travel lanes in each direction that widens to include a striped median that facilitates auxiliary turn lanes at intersections. US 34 is under jurisdiction of the Illinois Department of Transportation. The average daily traffic (ADT) volume on US 34 to the east of McHugh Road was 16,200 vehicles per day in 2023, while the west side was 14,00 vehicles per day based on the IDOT database. Countryside Parkway is an east/west roadway classified as a minor collector with a posted speed of 40 mph that curves to intersect US 34. Countryside Parkway consists of a five -lane boulevard section that includes turn lanes at intersections. There are raised concrete and landscaped medians along the Countryside Parkway corridor. Countryside Parkway is under municipal jurisdiction. The average daily traffic (ADT) volume on Countryside Parkway to the east of McHugh Road was 1,600 vehicles per day in 2019, while the west side was 3,600 vehicles per day based on the IDOT database. McHugh Road is a north/south roadway classified as a major collector with one travel lane in each direction and a striped median as a two-way left turn lane that facilitates auxiliary turn lanes at major intersections. McHugh Road is under municipal jurisdiction and has a posted speed limit of 35 mph. McHugh Road has a 2019 ADT of 2,000 vehicles per day north of US 34 while the south side was 2,950 vehicles per day based on the [DOT database. Tuma Road is an east/west roadway classified as a local road with one travel lane in each direction. Tuma Road provides access to the existing residential development south of US 34. The posted speed limit is 30 mph and is under township jurisdiction with a 2019 ADT of 1,100 vehicles per day based on the IDOT database. Crimson Lane is a north/south roadway classified as a local road with one travel lane in each direction and a striped median as a two-way left turn lane that facilitates auxiliary turn lanes at major intersections. -4- VTraffic Impact Study V Costco Wholesale, Yorkville, Illinois Crimson Lane provides access to the existing Children of America Yorkville, the Police Station, and City Hall facilities north of Countryside Parkway. Crimson Lane is under municipal jurisdiction. Intersection Descriptions US 34/Veterans Parkway and Countryside Parkway is a coordinated signalized three -leg intersection. The northeast -bound approach of US 34 consists of one left turn lane and two through lanes while the southwest -bound approach consists of two through lanes and one right turn lane. The southbound approach on Countryside Parkway consists of one left turn lane and one right turn lane. All approaches operate with a protected/permitted left turn movement. The traffic signal was observed during the peak hours and found that the cycle length for the weekday am is 110 seconds, the weekday pm is 120 seconds and Saturday midday is 100 seconds. US 34/Veterans Parkway and McHugh Road is a coordinated signalized intersection. The northbound approach of McHugh Road consists of one left turn lane, one through lane, and one right turn lane while the southbound approach consists of one left turn lane and one shared through/right turn lane. The eastbound and westbound approaches of US 34 consist of one left turn lane, one through lane, and one shared through/right turn lane. All approaches operate with a protected/permitted left turn movement. The traffic signal was observed during the peak hours and found that the cycle length for the weekday am is 110 seconds, the weekday pm is 120 seconds and Saturday midday is 100 seconds. McHugh Road and Countryside Parkway is an unsignalized all -way stop -controlled intersection. The northbound and southbound approaches of McHugh Road consist of one left turn lane and one shared through/right turn lane. The eastbound and westbound approaches of Countryside Parkway consists of one left turn lane and one shared through/right turn lane. US 34/Veterans Parkway and Tuma Road is a minor leg stop -controlled t-intersection with the northbound approach of Tuma Road signed as the stop approach. The northeast -bound approach of US 34 consists of one through lane and one shared through/right turn lane while the southwest -bound approach consists of one left turn lane and two through lanes. The northbound approach of Tuma Road consists of one shared left turn/right turn lane. Countryside Parkway and Crimson Lone is a minor leg stop -controlled t-intersection with the southbound approach of Crimson Lane signed as the stop approach. The eastbound approach of Countryside Parkway consists of one left turn lane and two through lanes while the westbound approach of Countryside Parkway consists of one through lane and one shared through/right turn lane. The southbound approach of Crimson Lane consists of one left turn lane and right turn lane. -5- a 0 LEGEND cr = z • �• - EXISTING TRAFFIC SIGNAL • = Z � O � STOP - EXISTING STOP SIGN U d61S O d015 �~ TOP � � CpUlvT pgR4syp� o 0 O ` \y • 2 ,1 QP co t,OR I TG 9 Rp90 oJ��3k � NOT TO SCALE COSTCO WHOLESALE FIGURE 4 A CORPORATION EXISTING LANE CONFIGURATION © v YORKVILLE, 1L q YORKVILLE ILLINOIS V Traffic Volumes Traffic Impact Study Costco Wholesale, Yorkviile, Illinois To assist in the evaluation of the traffic impact on the roadway system resulting from the proposed development, existing vehicular volumes were collected at the study area intersections. Existing traffic counts were collected on Saturday, September 14, 2024, Tuesday, September 17, 2024, and Wednesday, September 18, 2024. The weekday am peak hour traffic counts were collected from 7:00 am to 9:00 am, the weekday pm peak hour traffic counts were collected from 4:00 pm to 6:00 pm, and the Saturday midday counts were collected from 11:00 am to 3:00 pm. The time periods of the traffic counts were selected to coincide with the typical peak hours of the arterial roadways like US 34/Veterans Parkway, as well as the typical peak hours for a retail development. It should be noted that due to complications with the traffic data collection equipment, the study area intersections were counted on two consecutive weekdays. The intersections of Countryside Parkway and McHugh Road, US 34 and Countryside Parkway, and US 34 and Tuma Road were collected on Tuesday, September 17, 2024, and the intersections of US 34 and McHugh Road and Countryside Parkway and Crimson Lane were collected on Wednesday, September 18, 2024. The weekday peak hour traffic volumes were balanced with the approach and departure volumes along McHugh Road between US 34 and Countryside Parkway and along Countryside Parkway between Crimson Lane and US 34 adjusted by taking the higher approach traffic volume and distributing it based on the existing turning distribution. The weekday am peak hour occurs between 7:00 am — 8:00 am, the weekday pm peak hour occurs between 4:30 pm-5:30 pm, and the Saturday midday peak hour occurs 12:45 pm-1:45 pm, respectively. The existing peak hour volumes at the study area intersections are illustrated in Figure 5. A summary of the traffic volumes collected in fifteen -minute increments is provided in Appendix A. Proposed Development Land Use Development It is our understating that there are no known development plans within the immediate study area that are likely to alter traffic patterns in the near future. It should be noted that the properties on the west side of McHugh Road and the east side of Countryside Parkway will likely be developed in the future. At this time, there are no specific development plans for those sites. Roadway Development It is our understanding that there are no other known planned roadway developments that will impact traffic patterns in the study area. W Im Traffic Impact Study Costco Wholesale, Yorkville, Illinois The proposed access plan includes a right-in/right-out/left-in access driveway on US 34 that aligns with Tuma Road, two full access driveways on McHugh Road, a full access driveway on Countryside Parkway that aligns with Crimson Lane, a full access driveway on Countryside Parkway, and a right in/right out driveway on Countryside Parkway north of the US 34 intersection. LEGEND 0 AM PEAK HOUR m v = Ll (##)- PM PEAK HOUR 2 ,.y [##] -SAT PEAK HOUR _ � M m U O O O � AM PEAK HOUR: 7:00 AM - 8:00 AM PM PEAK HOUR: 4:30 PM - 5'39 PM 23 (38) [26] I SAT PEAK HOUR' 12:45 PM - 1:45 PM 59 (96) [1021 CO `O t 5 (4) 101 rJ 12 (33) 1261 �U 69 (96) [102] 51 (70) [541 -� 4� 1 36 (59) [74] I 1 9 (7) [11 '� c pAlvr 12 (57) [531 7 Q r 55 (79) [841 —► m n— u�� NV� 6,i �8 JJ r89j r w ►� � 9 s r'Oo J o L�j s fig\ y�l d 6 0,j L� `gad 19 o Q r 0 �. CC io = r � 2 g1 ca m inhm Q-� �mm 3 (9)[91 353 (672) [4541 (149) [991 r—}65 38 (47) [6111� I (� f I 600 (563) [5721 19 (27) [191 M n �m n co w V NOT TO SCALE 60S T CO WHOLESALE FIGURE 5 � CORPORATION EXISTING TRAFFIC VOLUMES ©V YORKVILLE, IL q YpRKV[LLE ILLINO35 V 1/1. TRAFFIC FORECASTS Project Traffic Volumes Trip Generation Traffic Impact Study Costco Wholesale, Yorkville, Illinois The proposed site plan consists of an approximately 161,064 square foot Costco Wholesale building and a members -only gas station with 40 pumps. Project traffic is estimated using the Institute of Transportation Engineers (ITE) Trip Generation Manual, 11th Edition. The following land use category is used to determine project traffic: Discount Club (ITE Land Use Code 857) — A discount club is a discount store or warehouse where shoppers pay a membership fee in order to take advantage of discounted prices on a wide variety of items such as food, clothing, tires, and appliances; many items are sold in large quantities or bulk. Some sites may include on -site fueling pumps. Gasoline/Service Station (ITE Land Use Code 944) —This land use includes gasoline/service stations where the primary business is the fueling of motor vehicles. The sites included generally have a small building (less than 2,000 gross square feet) that houses a cashier and limited space for motor vehicle maintenance supplies and general convenience products. A gasoline/service station may also have ancillary facilities for servicing and repairing motor vehicles and may have a car wash. The Trip Generation Manual, 111h Edition assigns trip generation estimates based on a regression equation for each peak period and an independent variable. In this case, the gross building area is applicable for the discount club and vehicle fueling positions for the gas station. The weekday am and weekday pm peak hour trip generation equations are selected for weekday, peak hour of adjacent street traffic for one hour from 7 am to 9 am and 4 pm to 6 pm. The Saturday midday peak hour equations are selected for the Saturday peak hour of generator for both uses. Trip generation is estimated based on the operational areas, which are summarized in Table 1. The Costco store will not be open during the weekday am peak hour as warehouse stores typically open after the morning commuter peak hour. A nominal number of trips are assumed for the weekday am peak hour to account for deliveries and employee trips to the store. The gas station is expected to be open to members only during the weekday am peak hour. It is unlikely that the ITE Trip Generation Handbook methodology for internal capture is applicable since both the discount club and gas station are members only. The discount club operator stated that for locations in the Midwest, typically 65 to 75 percent of all gas station trips also include a trip into the discount club. In order to maintain a conservative analysis, it is assumed that 65 percent of gas station trips are internally captured, resulting in an overall internal capture of 22 percent during the weekday pm peak hour and 15 percent during the Saturday midday peak hour. Weekday daily and Saturday volumes - 11 - Traffic Impact Study 3 Costco Wholesale, Yorkville, Illinois were calculated using a ten percent reduction for internal capture and a pass by reduction similar to the peak hour for the gas station and discount club. As documented in the ITE Trip Generation Handbook, some land uses do not typically generate all new traffic on the roadway system. The total traffic generation is a combination of pass -by trips, or traffic drawn from the existing traffic flow on the adjacent streets, and primary trips, which represent new traffic drawn to the roadway network. in order to assess the pass -by trips, the data published in the ITE Trip Generation Handbook was utilized to estimate the pass -by percentages for the applicable land uses. It should be noted that pass -by trip reductions do not reduce the total number of trips into and out of the site, but decrease the number of new trips on the roadway network. A 34 percent pass -by rate was used for the discount club land use during the weekday pm peak hour and a 25 percent pass -by rate during the Saturday midday peak hour. Similarly, a 63 percent pass -by rate was applied for the gas station during the weekday am peak hour, while a 57 percent and 49 percent was used for the weekday pm and Saturday midday peak hours, respectively. The new and pass -by trips will be assigned to the site driveways and local roadway network based on a trip distribution of these trips. The assignment of traffic to the driveways will likely follow a similar distribution to the existing condition, with adjustments made to account for modifications to the internal roadway network and the gas station location. Table 1: Costco Trip Generation LUC LAND USE SIZE Weekday Daily Weekday AM Weekday PM Saturday Daily Saturday MD In Out Total In I Out I Total In Out Total Discount Club 161,064 SF 6,836 5 5 10 337 338 675 8,657 503 523 1,026 857 lnternafCapture Reduction: -686 0 0 0 -90 -91 -181 719 81 85 166 Pass -By Trips: -2,276 0 0 0 -84 -84 -158 -2,381 -109 -108 -216 Gasoline/Service Station 40 Fuelingfi,$60 Position 706 205 411 1 278 278 556 5,736 255 255 511 944 internofCapture Reduction: -686 0 0 0 -91 -90 -181 -719 -85 -81 -166 Pass -By Trips: -2,602 -179 -129 -258 -107 -107 -214 -2,107 -85 -95 -170 Total Trip Generation: Less Internal Capture: internal Capture Rate: Total External Trips Less Pass -by. Total New Traffic Generated on Network: 13,716 211 210 421 615 616 1,231 14,393 758 779 1,537 -1,371 0 0 0 -181 -191 -362 -1,439 -156 -166 -332 10% 0% 2911. 10% 22% 12,345 211 210 421 434 435 869 12,955 592 613 1,205 1 -4,978 1 -129 -229 -258 191 -191 -382 -4,488 -193 -193 -386 7,467 82 81 163 243 244 487 8,467 399 420 819 Overall, 163, 487, and 819 total new trips are estimated during the weekday am, weekday pm, and Saturday midday peak hours, respectively. An additional 258, 382, and 386 pass -by trips are anticipated during the weekday am, weekday pm, and Saturday midday peak hour, respectively, It should be noted that the gasoline/service station land use includes ancillary uses on the site, including convenience and car wash. The Costco gas stations do not have any ancillary uses. Therefore, the 163 new -12- Traffic Impact Study Costco Wholesale, Yorkville, Illinois trips generated by the 40 fueling positions maybe overestimated as it is unlikely that over 80 vehicles will make a home -to -gas station only trip during the weekday am peak hour. Pages from the Institute of Transportation Engineers (ITE) Trip Generation Manual, 11'h Edition are included in Appendix I for reference. Trip Distribution and Assignment The direction from which traffic approaches and departs a site is a function of numerous variables, including location of residences, location of employment centers, location of commercial/retail centers, available roadway systems, location and number of access points, and level of congestion on adjacent road systems. The distribution of discount club and gasoline/service station is based on the location of schools, employment centers, and commercial/retail areas. Traffic is primarily assigned to US 34 and Countryside Parkway due to the high -volume arterial nature of these streets. Much lower volumes are assigned to McHugh Road. The overall trip distribution is summarized in Table 2. TahlP 2- Trin distribution Cordon Location Distribution Veterans Parkway/US 34- East of Countryside Parkway 45% Veterans Parkway/US 34- West of McHugh Road 25% Countryside Parkway - West of McHugh Road 20% McHugh Road - North of Countryside Parkway 5% McHugh Road - South of Veterans Parkway/US 34 5% The assignment of traffic to the driveways follows a similar distribution to the existing condition, with adjustments made to account for modifications to the internal roadway network and the location of the gas station. The proposed access plan includes a full access driveway on US 34 that aligns with Tuma Road, two full access driveways and one right in/right out driveway on Countryside Parkway, and two full access driveways on McHugh Road. Therefore, approximately 40 percent of the total Costco trips are assigned to the driveway on US 34, 35 percent of the Costco trips are assigned to the Countryside driveways, and 25 percent to the driveways along McHugh Road. The distribution and assignment of proposed primary trips is illustrated in Figure 6. It is assumed that most pass -by and diverted trips will be along US 34, Countryside Parkway, and McHugh Road. The directional split favors the westbound vehicles utilize the driveways to access the site via right -13- V Traffic Impact Study Costco Wholesale, Yorkville, Illinois turns to and from US 34. The distribution and assignment of proposed pass by trips is illustrated in Figure 7. The proposed primary trips are added to the proposed pass by trips to obtain the total proposed trips, which are illustrated in Figure 8. Background Traffic Volumes Background traffic volumes are estimated for the year 2031 which is five years beyond the anticipated build out in 2026. These volumes account for future non -project related growth in the area. The AADT for the study area roadways were obtained from the IDOT database. A summary of the CMAP growth rates is provided in Table 3. CMAP correspondence is provided in Appendix B. Fahle 3- CMAP Growth Rates Street AADT Total Growth from Count Year to 2050 Compounded Yearly Rate Total Growth from 2024to 2031 Totai Growth from 2024to 2050 Existing AADT Year 2050 Proj. US Route 34east of McHugh Road 16,200 (2023) 21,000 29.6% 1.D% 7.0% 28.41% US Route 34 west of McHugh Road 14,000 (2023) 18,100 29.3% 1.0°% 6.9% 28.11/. Countryside Parkway hetween US 34 and McHugh Road 1,600 (2019) 2,000 25.0°% 0.7% 5.2% 20.6% Countryside Parkway west of McHugh Road 3,600 (2019) 4,500 25.01% 0.7% 5.2% 20.6°% McHugh Road south of US 34 2,950 12019) 3,700 25.4% 0.7% 5,2% 20.9% McHugh Road north of US 34 2,000 (2019) 2,50D 25.0% 0.7% 5.2% 20,5% Tuma Road south of US 34 1,100 (2019) 1,38D 25,5°/ 0.7% 5.3% Overall, the CMAP projections indicate that there will be overall growth in traffic along the study area roadways around the proposed development. For the purposes of this study, a uniform total growth factor of 7.0 percent is applied to all movements throughout the study area to accommodate non -project related growth. The 2031 background traffic volumes are illustrated in Figure 9. Future Traffic Volumes The total project trips are added to the background volume to obtain the future with project traffic volumes for the study area intersections. Future with project traffic volumes are depicted in Figure 10, -14- LEGEND 0 4# - AM PEAK HOUR 5% = (##)- PM PEAK HOUR C7 [##] -SAT PEAK HOUR O AM PEAK HOUR: 7:00 AM - 8:00 AM 0 o Q o 0 0 � PM PEAK HOUR: 4:30 PM - 5:30 PM 20% 4 (72) [21] PM 0 0 0 � � SAT PEAK HOUR: 12 45 PM - 1:45 12 {37) [63] 0 (0} [0] i r a (0) 101 I �U r— 4 (12) (211 0 (0) [01 h 1 �+ 12 (37) j601 I I I 0 (0) [a] h C p /vrf2Y '9 4 (12) [191 a o 4 (12) [20] —► I q �l(wR ��F u ^ (72J 12 (37} [60] a r q f7 l2 0 2J!2°jJ N o o Q n o N l- r3 v OsJ ! s°� o^ r U °i m � a � 1 N _ CGOO ao a(0)101 G09 p16�\ 0 (0) [a] 'L DWY 6 �COSTGO 0 O �pl l p 11` -1 CP f 16 (49) [841 ��✓ COSTGO DWY 5°°r �oJ�"ol ° o � 6l 2 r OJ 4l N N t4(12)[201 25'/(p ° Q +— 12 (37) [631 I� 1 4 ° (0)101 h� 9 (25) [401 I 12 (36) [601 - 0 (0) [0] E o o N o Q 5% NOT TO SCALE C 0 S T C 0 li'n FIGURE J OnLESAmLE CORPORATIONNEW PROJECT YORKVILLE, IL TRAFFIC VOLUMES � YORKV[LLE ILLINOIS LEGEND a ## - AM PEAK HOUR z 2 (##}- PM PEAK HOUR ]##] - SAT PEAK HOUR �---� p AM PEAK HOUR: 7:00 AM - 8:00 AM o a o PM PEAK HOUR: 4:30 PM - 5:30 PM 0 0 o L 0 (0) [0] SAT PEAK HOUR: 12:45 PM - 1:45 PM �� 0 (0) [0] + 0 (0) [0] 0 (0) 101 �} 1 (� CPUIVrR1 -6 (-10) 1-10) I I I '- Y 6 (10) ilia] o 0 0 0Ia 0I `� 73 �OJ p^�� (r �r oao 0s q J �r9 pJ ` J s� >v O CVO o gam: ` d V OS�p� p� p V 4) ` ` O 60 � Jldl 6 �aJ lOf \ > rn r 0 o a o L O{ 0} [al Goo / + GOSH 3ry Lb9� ,COSTCO OWY 6 0j9 � 66L�0 n� U` 10 °10 �p \°� )z O `p\ [1 O D m of n`QA 13 (19) fig] I 52 (76) [77] COSTCO oWY 5 a d d �i m d � w rn N [� �Q — Q 15 % N r N rn rn L 19 (29) [29] o II 1 -19 (-29) [-29] (0) [0] O O (� 4*0 19 (29) 1291 I r* I -19 (-29) [-29] 0 (0) 1 5% 4 O A NOT TO SCALE rrnCTrn Muni CCAI E FIGURE 7 vv.J r CORPORATION vv V V I I%JL.L.aarad PASS BY YORKVILLE, IL TRAFFIC VOLUMES YORKVILLE ILLINOIS in LEGEND 0 ## - AM PEAK HOUR PM PEAK HOUR N SAT PEAK HOUR 0 0 7) u—N Z c=i aao 0 AM PEAK HOUR: 7:00 AM - 8:00 AM t- 4 (12) 1211 o o 10 PM PEAK HOUR: 4:30 PM - 5:30 PM I I o o 12 (37) [631 QY L 0 {0} [O1 SAT PEAK HOUR: 12:45 PM - 1:45 PM p (p) 101 4 {12) [211 a (a) 01 12 (37) [sp] — I I o (0) [o] 1 COU P NrRY 4 (12) 1191 o o -2 (2) [10] r'El a�1 o N �rp1f``• q m SSA n O ... �. lj �) 70 8J f? ca rn 0 3 r"s J l v o 0 (0) [0] 1 0 (01 [o] COSTCO DWY 6 ✓] p \0'\ /Q'9� �/ hg Onf f 2 c � = 01 y 31) 14 01 1p iii COSTCO DWY 5 \ � o a ro a ro J �j r��lpi✓ � N g>/� m �^ \\�1�6) 9 QO M " 7 a OJ V n 'Y� 23 (41) 149] N a -7 (a) [34] IN 4 0 (0) [0} 28 (54) [691 I 1 -7 (7) 131] —► 0(0) [01 o00 o _o o "o v NOTE: TOTAL TRIP = NEW PROJECT + PASS -BY TRAFFIC GENERATION TRAFFIC VOLUME VOLUME (FIGURE 6) (FIGURE 7) NOT TO SCALE FIrd1RE R 1.051 sou vVIll 0LESALE TOTAL � � CORPORATION 4 YORKVILLE, IL TRAFFIC VOLUMES Q YORKVILLE ILLINDIS a 0 !Y LU N O 0 a m a a o 25 (41) [28] T O O C9 63 (103( [1fl9] 5 (4(}1[63] + 13 (35} [28] 50)9[10p9] 55 (75) [581 39 (74) [79] hI 9 (7} [1] Co! 13 (61) [57] o m 7 69 (85) [90] v �n— y�� �rn m m N co r� mor E-- 378 (719) [486] �17(0�(159J [106 41 (50) [65] I I 642 (602) [612) 20 (29) 1201 '� �T 4 7 M n m w u� rn NOT TO SCALE r-ncT�n ►A1140LEcALF CORPORATION YORKVILLE, IL LEGEND ## - AM PEAK HOUR {##}- PM PEAK HOUR SAT PEAK HOUR AM PEAK HOUR: 7:00 AM - 8:00 AM PM PEAK HCUR: 4:30 PM - 5:30 PM SAT PEAK HOUR: 12:45 PM - 1:45 PM B 'r93J 19 ~ 'o l 'o �4\ bk r 2s ssJ 361 ,4 NOTE: 2031 BACKGROUND = EXISTING + CMAP GROWTH TRAFFIC VOLUME TRAFFIC PROJECTIONS VOLUME TO 2631 (FIGURE 5) YORKVILLE FIGURE 9 2031 BACKGROUND TRAFFIC VOLUMES ILLINOIS 0 29 (53) [491 -- 75 (140) [1721 + 13 (35) [281 55 (75) [531 I I 51 (111) [139] 17 IT3) 1761 m �n -- h m rn mQ� 41 z J O O O 0 rn o 00 m m L 5 (4) 10] �U ~~ 98 (115) 11301 i o (0) [01 9 (7) 111 t Cr) UNr 57 (87) 1100] I >yr�pARkWslp 18 (47) [70] 2ss I&�l o N rssi ��9 v o mo '� 0 (0) 101 1 o {a) [01 �COSTCO DVVY 6 O o = 0 n o 2 Q m .J m n `P L 18 (31) [401 iii �- 68 (125) [1611 COSTCO DVVY 5 O� N o n �m O m 1591 371 (727) [5201 70 (159) [106 69 (104) (1341 T 835 (609) [6431 --► 20 (29) [2D] rn w N m nm m rn rn T � NOT TO SCALE h O Ogry` `ati C+O� ti o o ro 3a J�<1 �lO LEGEND ## - AM PEAK HOUR (##)- PM PEAK HOUR SAT PEAK HOUR AM PEAK HOUR: 7:00 AM - 8:00 AM PM PEAK HOUR: 4:30 PM - 5:30 PM SAT PEAK HOUR: 12:45 PM - 1:45 PM r72 s o/ ,y 3 AGO GO5 \�ogl b7' NOTE: 2031 FUTURE WITH = 2031 BACKGROUND + PROJECT PROJECT TRAFFIC TRAFFIC VOLUME TRAFFIC VOLUME (FIGURE 9) VOLUME (FIGURE 8) v9 r� Is 01 � � J X COSTCO WHOLESALE FIGURE 10 I �� CORPORATION 2031 FUTURE WITH PROJECT AV YORKVILLE, IL TRAFFIC VOLUMES IV YDRKVILLE ILLINOIS V IV. TRAFFICANALYSIS Auxiliary Lane Analysis Traffic Impact Study Costco Wholesale, Yorkville, Illinois This study evaluated whether additional auxiliary lanes are warranted at the study area intersections. The warrant analysis follows the methodology detailed in IDOT's Bureau of Design and Environmental Manual (BIDE). Warrants are determined based on factors such as through volume, opposing volume, and percentage of turning vehicles. Different warrants are used for left and right turn lanes, and factors such as design speed. Worksheets displaying all right and left turn lane warrants are included in Appendix C. Overall, it is found that the westbound right turn movement at Costco Driveway 4 on US 34 and the northbound right turn movement at Costco Driveway 5 on McHugh Road meet the right turn lane warrant based on the BIDE chart comparing right turn and approach volumes and should therefore be considered. This warrant is intended to identify areas with high right turn volumes that can unduly impair the through movements. In this case, the through volumes along US 34 are relatively high. Based on the results of the auxiliary warrants, it is recommended that right turn lanes are provided on the westbound approach of US 34 at Costco Driveway 4 and the northbound approach of McHugh Road at Costco Driveway 5. Left turn lanes are not currently provided at Costco Driveways 1, 2, and 4. It is found that the westbound approach of Countryside Parkway at Costco Driveway 1 and Driveway 2 and the eastbound approach of US 34 at Costco Driveway 4 meet the warrant of uniformity of intersection design for auxiliary left turn lanes. Currently, the striped median along McHugh Road provides a two-way left turn lane which will accommodate the southbound left turns at Driveways 5 and 6. Based on the results of the auxiliary lane warrants, it is recommended that leftturn lanes are provided on the westbound approach of Countryside Parkway at Costco Driveway 1 and Costco Driveway 2 and on the eastbound approach of US 34 at the Costco Driveway 4. Traffic Signal Warrant Analysis Based on the projected traffic volumes at the intersections of US 34 and Costco Driveway 4/Tuma Road and Countryside Parkway and McHugh Road, a traffic signal warrant analysis has been conducted at each intersection. The investigation for the need for a traffic control signal is based on the methodology established in the Manual on Uniform Traffic Control Devices (MUTCD). The MUTCD establishes nine individual warrants. The installation of a traffic signal should be further investigated at locations that meet one or more warrants. However, warrant 1, the eight -hour vehicular volume warrant, is typically the only vehicular volume/delay warrant that is considered for intersections on designated SRA routes. Warrant 1 is met if a total of eight hours in the day exceeds the thresholds established in the MUTCD. Traditionally, this warrant requires more than eight hours of data collection and substantial projections of future trips. However, additional guidance from IDOT states that in cases involving future volumes, the eight -hour vehicular volume hour can be estimated as 55 percent of the peak hour volumes. -20- VTraffic Impact Study 3 Costco Wholesale, Yorkville, Illinois The IDOT methodology also requires a reduction of the minor approach right turn volume based on factors such as lane configuration and conflicting volumes. Additionally, the minor street threshold volumes are typically increased for intersections located on SRA's to reflect more rigid warranting requirements. The policy for new traffic signals along an SRA route are described in Section 10.4.2 of the Strategic Regional Arterial Design Concept Report, February 1994. Based on the projected weekday pm peak hour traffic volumes and utilizing the IDOT guidance to estimate the eighth hour volumes, the intersections of US 34 and Costco Driveway 4/Tuma Road and Countryside Parkway and McHugh Road do not meet the eight -hour warrants. Therefore, for the purposes of this study, the intersections of US 34 and Costco Driveway 4/Tuma Road was analyzed as a two-way stop - controlled intersection and the intersection of Countryside Parkway and McHugh Road was analyzed as the existing all -way stop -controlled configuration. The supporting Signal Warrant Review Sheet and Right Turn Factorization Sheet are included in Appendix E. Capacity Analysis The operation of a facility is evaluated based on level of service (LOS) calculations obtained by analytical methods defined in the Transportation Research Board's Highway Capacity Manual (HCM), 7th Edition. The concept of LOS is defined as a quality measure describing operational conditions within a traffic stream, generally in terms of such service measures as speed and travel time, freedom to maneuver, traffic interruptions, and comfort and convenience. There are six LOS letter designations, from A to F, with LOS A representing the best operating conditions and LOS F the worst. The LOS of an intersection is based on the average control delay per vehicle. For a signalized intersection, the delay is calculated for each lane group and then aggregated for each approach and for the intersection as a whole. Generally, the LOS is reported for the intersection as a whole. For an unsignalized intersection, the delay is only calculated and reported for each minor movement. An overall intersection LOS is not calculated. There are different LOS criteria for signalized and unsignalized intersections primarily due to driver perceptions of transportation facilities. The perception is that a signalized intersection is expected to carry higher traffic volumes and experience a greater average delay than an unsignalized intersection. The LOS criteria for signalized and unsignalized intersections are provided in Table 4. -21 - V Traffic Impact Study Costco Wholesale, Yorkville, Illinois Table 4: Level of Service Definitions for Signalized and Unsienalized Intersections Level of Service Signalized Intersection Control Delay (seconds/vehicle) Unsignalized Intersection Control Delay (seconds/vehicle) A < 10 <_ 10.0 g >10.0and 520.0 >10.Oand <_15.0 C > 20.0 and <_ 35.0 >15.Oand 525.0 D >35.0and <_55.0 >25.Oand <_35.0 E >55.0and <_80.0 >35.Oand <_50.0 F >80.0 >50.0 Source: Transportation Research Board, Highway Capacity Manual 6" Edition, National Research Council, 2016. Typically, various state and local governments adopt standards varying between LOS C and LOS E, depending on the area's size and roadway characteristics. The study area includes the existing signalized intersections of US 34/Veterans Parkway and Countryside Parkway and US 34/Veterans Parkway and McHugh Road, the existing unsignalized intersections of McHugh Road and Countryside Parkway, Crimson Lane and Countryside Parkway, and US 34/Veterans Parkway and Tuma Road, and the proposed connections on US 34/Veterans Parkway, McHugh Road, and Countryside Parkway. Capacity analysis was performed with Synchro 11.1. Models were created for the weekday am, weekday pm, and Saturday midday peak hours for the existing, 2031 background, and 2031 future with project scenarios. The capacity analysis results at the signalized intersections are summarized in Table 5 and at the unsignalized intersections in Table 6. The traffic signal timing plans were obtained from videos captured during the traffic counts and utilized for this analysis. Supporting capacity analysis worksheets are provided in Appendices E, F, and G, respectively. -22- V Traffic Impact Study Costco Wholesale, Yorkville, Illinois Table 5: Capacity Analysis of Signalized Intersections Intersection Peak Hour Scenario Eastbound Westbound Northbound Southbound Intersection Delay {sec) LDS Delay (sec} LOS Delay (sec} !05 Delay (sec) LOS Delay (see) LOS Existing (2024) 2.5 A 4.5 A 46.9 D 5.4 A Weekday AM Background (2031) 2.5 A 4.6 A 47.4 D 5.5 A Future with Project (2031) 2.7 A 4.5 A 53.5 D 7.6 A Existing (Z024) 1.4 A 6.0 A 50.3 D 6.4 A Veterans Parkway(t)5 Weekday Background (2031) 1.5 A 6.3 A 50.9 D 6.5 A 34) & PM Future with Project(2031) 2.4 A 6.2 A 114.7 F 15.4 B Countryside Parkway FwP (2031) w/ Mitigation 9.1 A 17.3 B 33.8 C 16.1 B Existing (2024) 1.4 A 5.4 A 39.3 D 5.6 A Saturday Background (2031) 1.4 A 5.4 A 39.6 D 5.6 A MD Future with Project (2031) 2.2 A 5.4 A 136.1 F 24.8 C FwP (2031} w/ Mitigation 12.8 8 16-1 B 25.0 C 16.2 8 Existing (2024) 14.2 B 10.6 B 15.9 B 28.0 C 14.1 B Weekday AM Background (2031) 14.5 B 11.3 B 15.7 B 29A C 14.5 B Veterans Future with Project(2031) 14.2 B 11.4 B 18.2 B 27.9 C 15.1 B Existing(2024) 17.9 B 15.2 B 23.5 C 41.3 D 19.4 B Parkway(US McHugh 34) &McHugh Weekday PM Background (2031) 18.4 B 155 B 23.4 C 42.6 D 19.9 B Road Future with Project (2031) 17.9 1 B 17.0 B 26.6 C 45.2 D 22.0 C Lxisting (2024) 20.2 C 17.3 B 15.2 B 20.3 C 19.7 B Saturday MD Background (2031) 20.7 C 18.1 B 15.3 B 20.9 C 19.3 B Future with Project (2031) 20.5 C 21.0 C 18.9 B 23.1 C 20.9 C -23- V Traffic Impact Study Costco Wholesale, Yorkville, Illinois Table 6; Capacity Analysis of Unsienatized Intersections Weekday AM i Weekday PM Saturday MD Intersection / Existing (2024) Background (2031) Future w/ Project (2031) Existing (2024) Background (2031} Future w/ Project (2031) Existing (2424) Background (2031) Future w/ Project [2031] Approach Delay (s/veh) LOS Delay (s/veh) LOS Delay is/veh] LOS Delay (s/veh) LOS Delay (s/veh) LOS Delay (s/veh) LOS Delay (s/veh) Log Delay (s/vehj LOS Delay (s/veh) LOS McHugh Road & Countryside Parkway NB Left 9.0 A 9.1 A 9.4 A 9.7 A 9-8 A 10.5 B 9.3 A 9.5 A 10.5 E NB Thru/right 9.2 A 9.4 A 9.7 A 9.9 A 10.2 a 10.8 B 9.1 A 9.3 A 10-1 B EB Left 9-7 A 9.8 A 10.1 B 10.1 B 10.4 B 10.8 3 9.3 A 9.5 A 10.1 B EB Thru 2.6 A &7 A 9.0 A 9.1 A 9.3 A 10.1 B 8.7 A 8.8 A 10.0 A EBThru/right 8.3 A &5 A 8.7 A 8.9 A 9.1 A 10.0 A 8,4 A 8.5 A 9.9 A WB Left 9-0 A 9.1 A 9.3 A 9.6 A 9.8 A 10.1 B 9.0 A 9.2 A 9.7 A WB Thru 8.8 A 9.0 A 9.3 A 9.5 A 9.7 A 10.5 B 9.0 A 9.1 A 10,4 B WB Thru right 8.6 A 8.8 A 9.1 A 9.0 A 9.3 A 10.0 A 9.6 A 9.7 A 9.9 A SB Left 20.0 A 10.1 B 10.4 B 9.3 A 9,4 A 10.1 B 9.1 A 9.2 A 10.2 B 53Thru/right 9.2 A 9,5 A 9.$ A 10.1 B 1&5 9 11.2 H 8.9 A 9.1 A 9.9 A Countryside Parkway & Crimson Lane/Costco Driveway 1 NB Left/thru - - - - 10.2 R - - - - 10.4 BL7.4A - 10.7 B NB Right - - - - 8.6 A - - - - 8.8 A - 8.9 A EB Left 7.8 A 7.9 A 7.9 A 7.5 A 7.5 A 7.5 A A 7,5 A WB Left - - - - 0.0 A - - - - 0.0 A - 0.0 A SB Left 10D B 10.1 H 10.4 B 9.6 A 9.7 A 10.1 B A 0.0 A SB Right 9.7 A 8.8 A 8.8 A 8.6 A 8.7 A 8.7 A A 0,0 A Countryside Parkway & Costco Driveway 2 NB Left - - - - 9.6 A - - - - 10.6 B - - - - 11.6 B NB Right - - - - 8.6 A - - - 8.7 A - - - - 8.9 A WB Left - - - - 7.4 A - - - 7.6 A - - - - 7.7 A Countryside Parkway & Costco Driveway 3 (RIRO) EB Right I - I - I - I - 1 8.7 A - - - - 9.2 A - - - - 9.5 A Veterans Parkway (US 34) & Tuma Road/Costco Driveway 4 NE Left - I - I - I - 1 7.9 1 A - - - - 8.9 A - - - - 9.5 A NW Appr. 15-4 1 C 1 16.8 C 18,4 C 24.2 C 29.4 1 D 1 56.3 F 16.6 C 113.0 C 27.2 D SE Right - - - - 9.0 A - - - I - 1 10,6 B - - - - 9.8 A SW Left 9.4 A 9,6 A 9.6 A 9-4 A 9.7 A 9.7 A 9.1 A 9.3 A 9.3 A McHugh Road & Costco Driveway 3 WB Left - - - - 10.1 B - - - - 119 B - - - - 17.0 B WS Right - - - - 8.8 A - - - 9.0 A - - - - 8.9 A SB Left - - - - 7.6 A - - - - 7.8 A - - - - Z9 A McHugh Road & Costco Driveway 6 WB Left - - - - 0.0 A - - - - 0,0 A - - - - 0.0 A WB Right - - - - 0.0 A - - - - 11 0 A - - - 0.0 A 5B Left - - - - 0.0 A - - - - 0, 0 A - - - - 0, 0 A Existing Scenario Based on the analysis results at the signalized intersections, the major approaches operate with LOS Q or lower at the study area intersections. At the signalized intersection of US 34/Veterans Parkway and Countryside Parkway, the overall intersection operates at LOS A for all three time periods, while the signalized intersection of US 34/Veterans Parkway and McHugh Road operates at LOS B for all three time periods. All movements at the unsignalized intersections operate adequately with LOS C or better. _24_ Vir Background Scenario Traffic Impact Study Costco wholesale, Yorkville, Illinois For the 2031 background scenario, delays tend to increase slightly at the signalized intersections. The addition of background traffic results in similar delay times for each approach and the overall intersection. It is worth noting that slight delay improvements are observed on some minor street approaches. This is due to the increased side street volumes placing more calls on the intersection approach which extends the effective green times for the side street and results in a decreased average delay for that approach. All movements at the unsignalized intersections continue to operate adequately. The northwest approach of Tuma Road is projected to operate at LOS D during the weekday pm peak hour. Future with Project Scenario Delays again tend to slightly increase with the addition of project related traffic for the weekday am, weekday pm, and Saturday midday peak hours. Based on the projected analysis, the southbound approach at Countryside Parkway and US 34/Veterans Parkway operates at LOS F during the weekday pm and Saturday midday peak hours and the overall intersection delay drops from LOS A to LOS B for the weekday pm and from LOS A to LOS C for the Saturday midday peak hour. At the signalized intersection of US 34/Veterans Parkway and McHugh Road, all approaches operate at LOS D or betterfor all three time periods. The overall intersection delay drops from LOS B to LOS C for both the weekday pm and Saturday midday peak hours. All movements at the unsignalized intersections continue to operate adequately, with all levels of service remaining at LOS D or better with the exception of the northwest approach of Tuma Road which is projected to operate at LOS F during the weekday pm peak hour. Higher delays are typical at stop - controlled approaches on minor streets and driveways at intersections with arterial roadways during peak periods. Additionally, it should be noted that the volume -to -capacity ratio of the minor approaches are less than one, indicating available capacity. While left -turn movements from driveways onto arterials may experience delays during peak hours, they are expected to operate adequately at all other hours of the day. Potential Mitigation Scenario As described, the southbound approach at the intersection of Countryside Parkway and US 34/Veterans Parkway is projected to operate at LOS F during the weekday pm and Saturday midday peak hour using the existing traffic signal timing plan. One option to reduce the southbound approach delay would be to retime the existing signal timing plan by shifting 22 seconds of green time from the US 34/Veterans Parkway eastbound/westbound through movement to the southbound approach during the weekday pm and 23 seconds of green time during the Saturday midday peak hours. As illustrated in Table 5, retiming the traffic signal would result in the southbound approach operating at LOS C with minimal impact on the eastbound and westbound approaches, with the US 34 approaches both operating at LOS B during both -25- V Traffic Impact Study Costco Wholesale, Yorkville, Illinois peak hours. The signal retiming would have to be approved by IDOT. The capacity worksheets for this mitigation can be found in Appendix H. Queue Length Analysis A queue length analysis was conducted at each of the study area intersections. A summary of this analysis is provided in Table 7. This data is comprised of the 95" percentile queue output from the Synchro analysis. For the existing, background, and future with project scenarios, all left and right turning queue lengths do not exceed the provided storage lengths with the exception of the southbound left turn at the signalized US 34 and Countryside Parkway intersection. This southbound movement exceeds the existing storage during the weekday pm peak hour and Saturday midday peak hours with a queue of 341 feet and 381 feet, respectively. It should be noted that this is a trap lane and the queues do not spill back into the main travel lanes, however, it is anticipated that this queue will back up to the proposed Costco Driveway 4 (right in/right out). Based on the proposed mitigation scenario, the southbound queues will decrease to 208 feet during the weekday pm peak hour and 211 feet during the Saturday midday peak hour. No queuing issues are anticipated at any of the unsignalized intersections. It should be noted that based on the location of the proposed Costco Driveway 5 at McHugh Road, north of the US 34/Veterans Parkway intersection with McHugh Road, the southbound left turn storage and taper will be reduced to accommodate this Costco Driveway. Proposed storage and taper lengths are included in Table 7. As illustrated in Table 7, the reduction of the existing storage and taper will likely not impact the 951h percentile queue length for any of the three time periods. It is concluded that no queue storage mitigation is required at any of the intersections and site driveways. -26- V Traffic Impact Study Costco Wholesale, Yorkville, Illinois Table 7: 95th Percentile Queue Lengths Intersection Peak Hour Scenario Eastbound Westbound Northbound Southbaund Left Right Left Right Left Right Leh Right Existing (2024) 10 - 3 - 3 - 0 - Weekday AM Background (2031) 13 - 3 - 3 - 0 - Future with Project (2031) 13 - 3 - 3 - 3 - McHugh Road &Countryside Parkway (All -Way Stop Stop Weekday PM Existing (2024) 13 - 5 - 5 - 0 - Background (2031) 13 - 5 - 5 - 0 - Future with Project (2031} 1s - 5 - 8 - 3 Existing(2024) 8 3 - 5 - 3 - Controlled) Saturday M❑ Background (2031) 10 - 5 5 - 3 - Future with Project (2031} 10 - 5 10 - 5 - StorageLength(ft) 150 - 150 - 160 - 120 - TaperLength(h) 160 - 145 - 175 - 115 - Existing (21 0 - - - - - 3 0 Weekday AM Background (2031) 0 - - - - - 3 0 Countryside Future with Project (2031) 0 - 0 - 3 0 3 0— Parkway & Existing(20241 0 - - - - - 0 0 Crimson Lane Weekday PM Background (2031( 4 - - - - - 0 0 / Costco Driveway 1 {Two-Wa Future with Project (2031) 0 - 0 - 5 0 0 0 Existing (2024) 0 - - - - - 0 0 Stop Saturday ay MD Background (2031j 0 - - - - Controlled) Future with Project Q031) 0 - 0 - a 3 0 0 Storage Length(ft) 150 - 140* - 30- 30* 100 100 Taper Length (ft) 145 - 130* - - - 100 - Existing (2024) - - - - - - - - Weekday AM Background (2031) - - - - - - - - Countryside Parkway & Future with Project (2031) - - 3 - 0 0 - - Existing (2024) - - - - - - - - y Costco Weekday PM Background (2031) - - - - - - - - Driveway 2 Future with Project (2031) - - 3 - 3 3 - - (Two -Way Existing (2024) - - - - - - - - Stop Controlled) Saturday M❑ Background (2031) - - - - - - - - Future with Project (2031) - - 5 - 5 3 - - StorageLength (ft) - - 185* - 30* 30* - - Taper Length (ft) - - 20o* - - - - Existing(2024) - - - - - - - - Weay ekd AM Background (2031) - - - - - - - - Future with Project (2031) - 5 - - - - - - Countryside Parkway & Existing {2024) - - - - - - - - Costco yJeekday PM Baekgro and 12031j - - - - - - - Driveway 3 (Two -Way Future with Project (2031) - 10 - - - - - - Existing {2024) - - - - - - Stop Controlled} Saturday MD 3a ckgro and (2031) - - - - - - - - Future with Project {2031) - 15 - - - - - Storage Length (ft) - 90* Taper Length (ft) _ _ Existing(2024( 3 - - 5 - - 84 a Weekday AM Background (7031) 3 - - 5 - - a9 a Future with Project 12031) 4 - - 5 - - 144 15 Existing (2024) 4 - - 5- - - 110 20 Veterans Weekday Background (2031) 4 - - 5 - - 114 21 Parkway/VS PM Future with Project {2031) 5 - - 6 - - 341 26 34 & countryside Parkway FwP (2031) W/ Mitigation 13 - - 6 - - 208 21 Existing (2024) 2 - - 5 - - 90 16 (Signalized) Saturday Background (2031) 2 - - 6 - - 94 is MD Future with Project (2031) 3 - - 7 - - 381 23 FwP (2031) w/ Mitigation 11 - - 8 - - 211 16 Storage Length {ft) 180 - - 250 - - 210 210 Taper Length{k) 1fi0 - - 190 - - - - -27- Vr Traffic Impact Study Costco Wholesale, Yorkville, Illinois Table 7: 95th Percentile Queue Leneths (cont.) Intersection Peak Hour Scenario Eastbound Westbound Northbound South6aund Left Right Left Right Left Right Left Right Existing(2024) - - 3 - 20 - - 4Veekday AM Background (2031) - - 3 - 25 - - Veterans Future with Project (2031) 3 - 3 0 28 - 3 Parkway/US Existing(2024j - 5 - 35 - - 34&Turna Weekday PM Background {2031) - - 8 - 45 - - R Costco Driveway 4 Future with Project(2031) 5 - 5 0 80 10 (Two -Way 6xieti ng(2924) - - 3 - 15 - - Stop Sarurday MO Background (2031) - - 3 - 19 - Controlled) 1 Future with Project(2031) 8 - 3 0 28 - 10 Storage Length 1 215° 275 215' - - - 110" Taper Length i 220* - 170 2201 - - - - Exist! ng(2024) 21 - 31 29 43 11 - Weekda y AM Background (2031) 22 - 33 - 30 44 11 - Future with Project{2031) 33 - 33 - 30 46 40 - Veterans Existing(2024) 28 - 73 - 56 35 29 - Parkway/US Weekday PM Background (2031) 30 - 77 - 77 35 30 - 34 & McHugh Future with Project {2031) 54 - 77 - 72 38 71 - Road Existing(2024) 36 - 57 - 37 23 23 - (Signalized) Saturday MO Background (2031) 38 - 68 - 40 25 24 - Future with Project {2031) 69 - 50 - 40 25 61 - Storage Length (ft) 170 - 180 - 105 105 45/145 - TaperLength(ft) 180 - 180 - 110 210 150/175* - Existing(2024) - - - - - - - - Wee AMM Background (2031) - - - - - - - - Future with Project 12031) - - S 3 - 0 0 McHugh Road Existing(2024) - - - - - - - R.costc❑ Weekday I M Background)2031) - - - - - - - - Driveway 5 Future with Projett (2031) - - 20 3 - 0 3 - (Two -Way Stop Exlsiing{2024) - - - - - - - Controlled) 5a Mr0day Background (2031) - - - - - - - - Future with Project(2031) - - 25 3 - 0 3 - Storage Length (ft) - - 75` 75' - 145• 145* - TaperLength(fi - - - - - 145' 175• - Existing{2024) - - - - - - - Weekday AM Background (2031) - - - - - - - - Future with Project (2031) - - 0 0- McHugh Road Existing 12024) - - - - - - - - & Coste. Weekday PM Background (2031) - - - - - - - - 6 Two-Waa Future with Project (2031) - - 0 0 - - 0 - (Two-Way (y Stu Existing 120241 - - - - - - - - Controlled) Sa MrD Background (2031) - - - - - - - - Future with Project (2031) - - 0 0Storage Length 1 - - 25* 25* - - - - Taper Length (ft) - - - - - - - - Notes: 1, All values in feet 2. * Proposed Storage and taper lengths. Site Circulation In the proposed site plan, Costco Driveway 3, Costco Driveway 4, and Costco Driveway 5 will serve as the access point to the main internal road through the site. Costco Driveway 3 will be connected to Countryside Parkway providing access from the east side of the site while Costco Driveway 5 will connect -28- VTraffic Impact Study 3 Costco Wholesale, Yorkville, Illinois to McHugh Road facilitating access from the west. This connection will also provide convenient access to the proposed gas station and access points to the Costco parking fields. For the purpose of the discussion below, the internal roadway is described as an east -west street. Overall, it is expected that the internal roadway configuration, with the limited access points and stop controlled intersections, will operate effectively. Internal Intersection Summary • Intersection 1— Located approximately 390 feet east of McHugh Road o Three leg intersection o Stop controlled on the northbound approach exit from the gas station • Intersection 2 — Costco Driveway 4 Located approximately 460 feet east of Intersection 1 o Three leg intersection o Stop Controlled on the eastbound and westbound approaches o Free flow traffic for inbound traffic from US 34/Veterans Parkway Each driveway connected to the roadway network is anticipated to contain two existing lanes and one departing lane with the exception of the right in/right out driveway. The entrance for the gas station is located on Costco Driveway 5. The opening day gas station configuration consists of eight individual drive aisles with four fueling positions each. Conservatively, each drive aisle has space for approximately for six vehicles to queue waiting to pull up to the pump. Therefore, a minimum of 80 vehicles can be accommodated within the gas station area. The future expansion of the gas station by eight fueling positions includes additional queuing area. Proposed Lane Configuration Based on the auxiliary lane, capacity, and queue length analysis, it is recommended that no geometric changes are needed at any of the study area intersections. The proposed lane configuration is illustrated in Figure 11. _29_ cl LEGEND 0 s NOT TO SCALE COSTCO WHOLESALE CORPORATION YORKVILLE, IL YORKVILLE FIGURE 11 PROPOSED LANE CONFIGURATION ILLINOIS A P V7X i������1►"��Jl��] Traffic Impact Study Costco Wholesale, Yorkville, Illinois The purpose of this study is to evaluate the potential traffic impacts of the proposed Costco Warehouse located along the north side of US Route 34 at the northwest corner of Route 34 and Countryside Parkway in the City of Yorkville, Illinois. The proposed development consists of approximately 161,064 square foot Costco Wholesale building and a members -only gas station with 40 gas pumps. The proposed access plan includes a right in/right out/left in access driveway on US 34 that aligns with Tuma Road, two full access driveways on McHugh Road, a full access driveway on Countryside Parkway that aligns with Crimson Lane, a full access driveway on Countryside Parkway, and a right in/right out driveway on Countryside Parkway. The site plan proposes 859 parking stalls. Traffic estimates are projected to 2031, which is five years beyond the anticipated build out in 2026, utilizing growth rates from CMAP that projected traffic volumes to 2050. The study area includes the existing signalized intersections of US 34/Veterans Parkway and Countryside Parkway and US 34/Veterans Parkway and McHugh Road, the existing unsignalized intersections of McHugh Road and Countryside Parkway, Crimson Lane and Countryside Parkway, and US 34/Veterans Parkway and Tuma Road, and the proposed connections on US 34/Veterans Parkway, McHugh Road, and Countryside Parkway. This study evaluated whether additional auxiliary lanes are warranted at the study area intersections, the westbound approach of US 34/Veterans Parkway at Costco Driveway 4 and the northbound approach of McHugh Road at Costco Driveway 5 meet the warrant based on the chart comparing right turn and approach volumes and were therefore considered. Similarly, the westbound approach of Countryside Parkway at Costco Driveway 1 and Costco Driveway 2 and on the eastbound approach of US 34/Veterans Parkway at the Costco Driveway 4 meet the warrant based on uniformity of intersection design and were therefore considered. Therefore, it is recommended that right turn and left turn lanes are considered at these driveways. As part of this study would be the installation of a traffic signal following the methodology established in the MUTCD and IDOT SRA criteria. Warrant 1, the eight -hour vehicular volume warrant, is typically the only vehicular volume/delay warrant that is considered for intersections on designated SRA routes. Traditionally, this warrant requires more than eight hours of data collection and substantial projections of future trips. However, additional guidance from IDOT states that in cases involving future volumes, the eight -hour vehicular volume hour can be estimated as 55 percent of the peak hour volumes. Based on the projected weekday pm peak hour traffic volumes and utilizing the IDOT guidance to estimate the eighth hour volumes, the intersections of US 34 and Costco Driveway 4/Tuma Road and Countryside Parkway and McHugh Road do not meet the eight -hour warrants. Therefore, for the purposes of this study, the intersection of US 34 and Costco Driveway 4/Tuma Road was analyzed as a two-way stop - controlled intersection and the intersection of Countryside Parkway and McHugh Road was analyzed as the existing all -way stop -controlled configuration. -31- V Traffic Impact Study Costco Wholesale, Yorkville, Illinois Results of the capacity analysis for the existing scenario indicate that all approaches are experiencing low delays at the signalized and unsignalized intersections. Delays increased in the background scenario and all movements operate adequately. In the future with project scenario, both signalized intersections continue to operate at adequate LOS, however the southbound approach at Countryside Parkway and US 34/Veterans Parkway operates at LOS F during the weekday pm and Saturday midday peak hours. One potential mitigation option to reduce the southbound approach delay would be to retime the existing signal timing plan by shifting 22 seconds of green time from the US 34/Veterans Parkway eastbound/ westbound through movement to the southbound approach during the weekday pm and 23 seconds of green time during the Saturday midday peak hours. As illustrated in Table 5, retiming the traffic signal would result in the southbound approach operating at LOS C with minimal impact on the eastbound and westbound approaches, with the US 34 approaches both operating at LOS B during both peak hours. The signal retiming would have to be approved by IDOT. The results of the capacity analysis for the unsignalized intersections during the existing as well as the background scenario are projected to operate with low delays. In the future with project scenario, all movements at the unsignalized intersections continue to operate adequately, with all levels of service remaining at LOS D or better with the exception of the northwest approach of Tuma Road which is projected to operate at LOS F during the weekday pm peak hour. Higher delays are typical at stop - controlled approaches on minor streets and driveways at intersections with arterial roadways during peak periods. Additionally, it should be noted that the volume -to -capacity ratio of the minor approaches are less than one, indicating available capacity. While left turn movements from driveways onto arterials may experience delays during peak hours, they are expected to operate adequately at all other hours of the day. Additionally, a 95th percentile queue analysis was conducted at each of the study area driveways. No major queues were observed at the turning movements with the exception of the southbound left turn at the Countryside Parkway and US 34/Veterans Parkway intersection. This southbound movement exceeds the existing storage during the weekday pm peak hour and Saturday midday peak hours with a queue of 341 feet and 381 feet, respectively. It should be noted that this is a trap lane and the queues do not spill back into the main travel lanes, however, it is anticipated that this queue will back up to the proposed Costco Driveway 4 (right in/right out). Based on the proposed mitigation scenario, the southbound queues will decrease to 208 feet during the weekday pm peak hour and 211 feet during the Saturday midday peak hour. Therefore, it is concluded that no queue storage mitigation is required at any of the intersections and site driveways. Site circulation will be aided by a limited access internal roadway which is configured with traditional stop - controlled intersections and no direct access to parking aisles. The gas station is configured such that 80 vehicles can be held within the gas station area. -32- APPENDIX A EXISTING TRAFFIC COUNTS Type of peak hour being reported: System -wide Peak Method for determining Deak hour: Total Entering Volume LOCATION: McHugh Rd -- E Countryside Pkwy CITY/STATE: Yorkville, IL QC JOB #: 16749101 DATE: Tue, Sep 17 2024 87 123 Peak -Hour: 7:00 AM — 8:00 AM 4.6 z4 s ♦ 32 52 3 Peak 15-Min: 7:45 AM — 8:00 AM a s 0 3.8 66.7 •' 4 . r 4 t 1f71 • 51 J 4 23 94 0 w 2 J t. R7 « 2-1 36 + 59 0 w r p 99 y 12 7 r 12 + 49 # 't F 2 + 83 l 4r 0 • 8.2 11 F &I 0, - 75 E8 4 29 TRUE DATA TO IMPROVE PAOBILITV ® o J c ° � e r 1 a 0 a N/A 1 N/A • 1 t f� N/A + • • N/A > 4 N/A y w N/A ~ 1 r ♦ I f. z i N/A F N/A r i ♦ 15-Min Count Period McHugh Rd (Northbound) McHugh Rd (Southbound) E Countryside Pkwy {Eastbound} E Countryside Pkwy {Westbound} Total Hourly Totals Beginning At Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 7:00 AM 715 AM 2 10 1 1 13 0 0 0 0 0 16 10 8 3 0 0 8 5 7 1 0 9 3 0 2 1 9 3 0 11 5 0 69 59 730 AM 7:45 AM 2 14 4 5 12 4 0 0 3 0 8 10 20 9 0 0 15 23 10 5 0 10 3 0 3 5 16 4 1 23 11 0 95 125 348 8:00 AM 8:15 AM 0 21 0 1 21 3 0 0 2 1 13 2 10 9 0 0 11 10 9 1 0 14 3 0 4 3 12 2 1 10 7 2 78 94 357 392 9:30 AM 8:45 AM 3 7 3 6 7 0 0 0 1 0 22 13 14 5 0 0 13 14 8 3 0 7 4 0 4 6 5 6 0 17 3 1 88 84 385 344 Peak 15-Min Northbound Southbound Eastbound Westbound Elowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U Total All Vehicles Heavy Trucks 20 48 16 0 0 8 0 0 0 80 36 4 0 0 92 4 40 12 0 0 0 20 0 92 44 0 0 0 500 16 Buses Pedestrians Bicycles fl 0 0 0 0 0 0 0 0 0 0 0 0 fl 0 0 0 0 Scooters Comments: report generated on lU/11/tuz4 7:18 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 Type of peak hour being reported: System -wide Peak Method for determining peak hour: Total Entering Volume LOCATION: E Countryside Pkwy -- E Veterans Pkwy/US 34 QCJOB#: 16749104 CITY/STATE: Yorkville, IL DATE: Tue, Sep 17 2024 448 92 Peak -Hour: 7:00 AM — 8:00 AM 42 22 a * 0 Peak 15-Min: 7:00 AM — 7:15 AM I a L 423 - 15 > t 79 t 504 6.5 t 0 J L 23 � 6 725 « 425 22 + F 6.6 740 + 0 1 r 0+ 772 "F_ 22 • 0 l r 0* 23 0 o a o TRUE DATA TO IMPROVE MOSILETY fr 0 0 4 � 0> L 0 0 ♦ � � 3 0 > C 9 0 0 P N/A � s N/A N/A + • '1 • ■ ♦ N/A w r ► N/A + N/A 1 r N/A � � , N/A r � ' 15-Min Count Period E Countryside Pkwy (Northbound) E Countryside Pkwy (Southbound) E Veterans Pkwy/US 34 (Eastbound) E Veterans Pkwy/US 34 (Westbound) Total Hourly Totals Beginning At Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 7:00 AM 0 0 0 0 8 0 0 0 3 184 0 0 0 133 11 0 339 7:15 AM 0 0 0 0 12 0 0 0 3 217 0 2 0 84 14 0 332 7:30 AM 7:45 AM 0 0 0 0 0 0 0 0 15 12 0 0 0 1 0 0 4 3 191 0 0 143 0 0 0 0 85 17 0 123 37 0 302 319 1292 8:00 AM 8:15 AM 0 0 0 0 0 0 0 0 9 14 0 3 0 4 0 0 2 2 156 0 0 167 0 3 0 0 105 8 0 110 12 0 283 312 1236 1216 8:30 AM 8:45 AM 0 0 0 0 0 0 0 0 12 9 0 1 0 0 0 0 0 1 148 0 0 124 0 0 0 0 106 9 0 101 14 0 276 249 1190 1120 Peak 15-Min Northbound Southbound Eastbound Westbound Flowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U Total All Vehicles Heavy Trucks 0 0 0 0 0 0 0 32 0 0 0 0 0 0 12 0 736 0 0 8 0 0 0 532 44 0 37 0 1356 40 Buses Pedestrians 0 0 0 0 0 Bicycles Scooters 0 0 0 0 0 0 0 0 0 0 4 0 4 Comments: Report generated on 10/11/2024 7:18 AM SOURCE: Quality Counts, LLC (hitp://www.goalitycounts.net) 1-877-580-2212 Page 1 of 1 Type of peak hour being reported: System -wide Peak Method for determining peak hour: Total Entering Volume LOCATION: McHugh Rd -- E Veterans Pkwy/US 34 QCJOB #: 16749107 CITY/STATE: Yorkville, IL DATE: Wed, Sep 18 2024 75 M Peak -Hour: 7:00 AM -- 8:00 AM 53 24 s * L 2 32 40 3 Peak Peak 15-Min: 7:15 AM -- 7:30 AM 63 5 0 + 4 402 f 38 J �. 3 w 421 ! F -1 6,5 * 0 J % 0 • 5.9 600 y P%l w 353 25 r ♦ 5.7 E57 + 19 1 65 ♦ 714 33 * 368 1 r 7.7 + 2.4 42 �1� � 2a5 48 1.8 124 170 113 4.7 T610E DATA TO IMPROVE MOB➢LITV 0 1 0 0 L J • 4 0 J C 0 o 0 1 0, 0 onn NaA 4 r NaA v L N/A +! • • t N/A NSA + t N/A 1 r < ♦ 1 15-Min Count Period McHugh Rd (Northbound) McHugh Rd (Southbound) E Veterans Pkwy/US 34 (Eastbound) E Veterans Pkwy/US 34 (Westbound) Total Hourly Totals Beginning At g g Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 7:00 AM 7:15 AM 2 9 27 6 10 42 0 a 1 1 7 9 7 8 0 0 12 7 137 8 0 199 2 0 19 14 107 0 0 69 0 0 338 365 7:30 AM 7:45 AM 5 8 22 3 15 20 0 0 0 1 11 9 15 6 0 0 10 9 140 3 0 124 6 0 17 15 91 0 0 86 3 0 317 303 1323 8:00 AM 8:15 AM 5 13 31 7 11 31 0 0 2 2 3 4 5 15 0 0 10 18 114 3 0 144 8 0 17 13 91 2 0 91 1 0 295 346 128C 1261 8:30 AM 8:45 AM 7 7 19 4 9 26 0 0 1 2 21 16 12 10 0 0 16 9 104 1 0 93 6 0 23 15 106 0 0 104 2 0 321 292 1265 1 1254 Peak 15-Min Northbound Southbound Eastbound Westbound Total Flowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U All Vehicles 7 Heavy Trucks 24 40 168 4 0 0 0 4 0 28 32 0 4 0 28 0 796 8 0 12 4 56 0 276 0 0 12 0 1460 36 Buses Pedestrians 0 0 0 0 0 Bicycles Scooters 0 0 0 0 0 0 0 0 0 0 0 0 0 Comments: Report generated on 10/11/2024 7:18 AM SOURCE: Quality Counts, LLC lhttp://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 Type of peak hour being reported: System -wide Peak Method for determining peals hour: Total Entering Volume LOCATION: Tuma Rd -- E Veterans Pkwy/US 34 QC JOB #: 16749110 CITY/STATE: Yorkville, IL DATE: Tue, Sep 17 2024 0 o Peak -Hour: 7:00 AM — 8:00 AM o 0 a * � u o 0 Peak 15-Min: 7:00 AM — 7:15 AM 0 0 0 « a 429 « 0 t t 0 « 420 + a 65 + 0 J t 0 G7 669 • 406 2.4 • ;- ♦ E7 690 • 11 "F III Fi14 + 735 0 QC 23 99.1 _b Ill IIIf'F 7.11 - 2,2 —4323 0 a + 1 1 a 4 1 25 a9 8 Li TRUE DATA TO IMPROVE MOBILIT4 0 0 0 L 0 0 f— a> t 2 a + � z o � r o r 0 � o o a NaA aA ` L « > t > t N/A + • ♦ N/A • N/A N/A +<4> A N/A f a k 15-Min Count Period Tuma Rd (Northbound) Tuma Rd {Southbound} E Veterans Pkwy/US 34 (Eastbound) E Veterans Pkwy/US 34 (Westbound) Total Hourly Totals Beginning At Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 7:00 AM 7 0 23 0 0 0 0 0 0 160 0 0 7 125 0 0 322 7:15 AM 7:30 AM 4 0 15 4 0 17 0 0 0 0 0 0 0 0 0 0 a 0 205 2 0 166 6 0 2 3 82 0 0 85 0 0 310 281 7:45 AM 8 0 11 0 0 0 0 0 0 138 3 0 2 114 0 0 276 1189 8:00 AM 8:15 AM 10 0 13 3 0 17 0 0 0 0 0 0 0 0 0 0 0 0 144 3 0 155 4 0 10 7 106 0 0 108 0 0 286 294 1153 1137 8:30 AM 8:45 AM 5 0 7 7 0 6 0 0 0 0 0 0 0 0 0 0 0 0 138 4 0 122 1 0 5 8 103 0 0 90 0 0 262 234 1118 1076 Peak 15-Min Northbound Southbound Eastbound Westbound Total Flowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U All Vehicles Heavy Trucks 28 0 92 4 0 0 0 0 0 0 0 0 0 0 0 0 640 0 0 12 0 28 D 500 0 0 32 0 1288 48 Buses Pedestrians 0 0 0 0 0 Bicycles Scooters 0 0 0 0 0 0 0 0 0 0 0 0 0 Comments: Report generated on 10/11/2024 7:18 AM SOURCE: Quality Counts, LLC (http://www.qualityrounts.net) 1-877-580-2212 Page IofI Type of peak hour being reported: System -wide Peak Method for determining peak hour: Total Entering Volume LOCATION: Prairie Pointe Dr -- E Countryside Pkwy QCJOB#: 16749113 CITY/STATE: Yorkville, IL DATE: Wed, Sep 18 2024 14 13 Peak -Hour: 7:00 AM -- 8:00 AM 0 1s4 { * 6 o s Peak 15-Min: 7:45 AM -- $:00 AM a 0 o o a 1 { 4 4 + 82 J { 4 1,2 + 222 J L 0 + 12 55 r FOMI u + 78 73 w t 13 54 + 0 > Y 0 + 63QC 0 0 0 94 + 0 l P 0 + 63 0 0 F R { * 0 0 0 0 TRUE DATA TO IMPROVE MOBILITY oI � Io F} OJ L� 1 ♦ � + Q 0 0 0 t 0 0 J N/A {A ` L �r N/A ` L N/A y ■ ♦ N/A N/A + + N/A 1 4r r 1 C 15-Min Count Period Prairie Pointe Dr (Northbound) Prairie Pointe Dr (Southbound) E Countryside Pkwy (Eastbound) E Countryside Pkwy (Westbound) Total Hourly Totals Beginning At Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 7:00 AM 7:15AM 0 0 0 0 0 0 0 0 2 5 0 1 0 2 0 0 1 1 10 0 0 17 0 0 0 0 8 0 0 19 1 0 22 45 7:30 AM 7:45 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 2 0 0 0 7 11 0 0 17 0 0 0 0 12 2 0 39 1 0 26 67 160 8:00 AM 8:15 AM 0 0 0 0 0 0 0 0 2 0 0 1 0 2 0 0 0 3 10 0 0 10 0 0 0 0 14 1 0 18 2 0 28 35 166 156 8:30 AM 8:45 AM 0 0 0 0 0 0 0 0 1 1 0 2 0 2 0 0 1 3 11 0 0 10 0 0 0 0 12 1 0 19 4 0 28 39 158 1 130 Peak 15-Min Northbound Southbound Eastbound Westbound Total Flowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U All Vehicles Heavy Trucks 0 0 0 0 0 0 0 4 0 0 8 0 0 0 28 8 68 0 0 0 0 0 0 156 4 0 0 0 268 8 Buses Pedestrians 0 0 0 0 0 Bicycles Scooters 0 0 0 0 0 0 0 0 0 0 0 0 0 Comments.' Report generated an 10/11/2024 7:18 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 Type of peak hour being reported: System -wide Peak Method for determining peak hour: Total Entering Volume LOCATION: McHugh Rd -- E Countryside Pkwy QC JOB #: 16749102 CITY/STATE: Yorkville, IL DATE: Tue, Sep 17 2024 vs >9 Peak -Hour: 4:30 PM -- 5:30 PM n n a * 39 80 6 L Peak 15-Min: 4:45 PM -- 5:00 PM s 0 0 0 J + v 164 • 70 ' L 38 r 167 x -1 0.6 * 0 J L 0 ♦ 0.6 69 • F-1 w 96 0+ .00 t 1 L% t 57 + C 33 • 82QC 33 5 29 -1 " 0 + 0 'i. r 0 • 0 C o 0 168 117 0 0 TRUE DATA TO IMPROVE MOBILITY L L o 7"" F_ i 0 a a a rl/A L NSA 4 L N/A ♦ �. ` N/A ^r r r ♦ 7 I N/A S NIA N/A N/A F * 15-Min Count Period McHugh Rd (Northbound) McHugh Rd (5outhbound) E Countryside Pkwy (Eastbound) E Countryside Pkwy (Westbound) Total Hourly Totals Beginning At Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 4:60 PM 4:15 PM 6 23 1 4 17 1 0 0 2 4 17 9 0 11 8 0 11 15 12 14 0 17 9 0 10 8 20 5 4 29 9 4 134 136 4:30 PM 4:45 PM 6 26 2 8 18 0 0 0 a 4 13 11 0 26 10 0 11 22 23 12 0 16 19 0 8 8 27 11 1 29 9 0 151 169 590 5:00 PM 5:15 PM 7 20 2 8 19 1 0 0 2 0 20 12 0 21 6 0 21 16 15 14 0 15 12 0 6 9 17 6 1 23 12 0 143 142 599 605 530 PM SAS PM 5 13 0 9 15 0 0 0 3 3 15 13 0 13 6 0 12 11 12 17 C 17 14 0 6 7 26 7 1 32 6 0 130 733 584 548 Peak 15-Min Northbound 5outhbound Eastbound Westbound Total Flowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U All Vehicles Heavy Trucks 32 72 0 0 0 0 0 16 0 104 40 0 0 0 88 0 64 76 0 0 0 32 0 116 36 0 0 0 676 0 ruses Pedestrians Bicycles 0 0 0 0 0 4 4 0 4 0 0 0 0 0 0 0 4 8 Scooters Comments: Report generated on 10/11/2024 7:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycount5.net) 1-877-580-2212 Page 1 of 1 Type of peak hour being reported: System -wide Peak Method for determining peak hour: Total Entering Volume LOCATION: E Countryside Pkwy -- E Veterans Pkwy/US 34 QC JOB #: 16749105 CITY/STATE: Yorkville, IL DATE: Tue, Sep 17 2024 82 98 Peak -Hour: 4:30 PM — 5:30 PM o s1 s * L 11 o n Peak 15-Min: 5:15 PM -- 5:30 PM � a 0 0 0 . s . 901 f 22 J t 78 « 966 Ll w 0 4 t 6.4 t 1.6 689. F S8 67 A ♦ 1.1 711 ♦ O 1 r 0+ 760 0 0 0.7 Y 0 l r a. 0.7 0 0 F t + * a a a a TRUE DATA TO IMPROVE MOBILITY -1 L 0 0 Y Y L 0> t 0 1. � t 2 -1 F_ ~ 0 r 0 ♦ r a 0 0 N/A ' L ry;A ~ L N/A + • • f N/A + > »« r . N/A N/A +<4> C -1 i r N/A � A N/A I a * 15-Min Count Period E Countryside Pkwy (Northbound) E Countryside Pkwy Southbound) E Veterans Pkwy/US 34 (Eastbound) E Veterans Pkwy/US 34 iWestbound) Total Hourly Totals Beginning At Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 4:00 PM 4:15 PM 0 0 0 0 0 0 0 0 20 18 0 2 0 10 0 0 9 5 147 0 0 148 0 4 0 0 219 18 0 223 31 0 415 439 4:30 PM 4AS PM 0 0 0 0 0 0 0 0 21 19 0 3 0 1 0 0 7 2 182 0 1 154 0 0 0 0 186 23 0 209 23 0 423 408 1685 5:00 PM 5715 PM 0 0 0 1 0 0 0 0 0 14 17 0 4 0 3 0 0 4 7 171 0 1 182 0 0 0 0 251 15 0 242 17 0 460 468 1730 1759 5:30 PM SA5 PM 0 0 0 0 0 0 0 0 12 15 0 4 0 5 0 0 5 5 154 0 0 150 0 1 0 0 237 22 0 201 29 D 434 405 1770 1768 Peak 15-Min Northbound Southbound Eastbound Westbound Total Flowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U All Vehicles Heavy Trucks 0 0 0 0 0 0 0 68 0 0 12 0 0 0 28 0 728 0 0 8 0 0 0 968 68 0 8 4 1872 20 Buses Pedestrians Bicycles 0 0 0 0 0 0 0 D 0 0 0 0 0 0 0 0 0 0 Scooters Comments: Report generated on 10/11/2024 7:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-221Z Page 1 cf 1 Type of peak hour being reported: System -wide Peak Method for determining peak hour: Total Entering Volume LOCATION: McHugh Rd -- E Veterans Pkwy/US 34 QC JOB #: 16749108 CITY/STATE: Yorkville, IL DATE: Wed, Sep 18 2024 152 106 Peak -Hour: 4:30 PM -- 5.30 PM L3 0 a 48 16L Peak 15-Min: 5:15 PM -- 5:30 PM s • 2.1 0 6.3 L J 4 777 r 43 3 r 829 1 « 0 J L 0 « OE %3 + 572 L1 t « 09 633 27 > �114`9 - 660 QC 09 .0 0 "1 4r 0.7 - L4 57 SS +1 0 � I 264 192 + f 0.4 -1 TRUE DATA TO IMPROVE MOBILITY' J i 4 a� Ia ,L a> xa a f r N/A ~ , iA L N/A + ■ ■ t N/A N/A + « N/A ' w w 4r + ?E r I I 1 C /A N/A r + 15-Min Count Period McHugh Rd (Northbound) McHugh Rd (Southbound) E Veterans Pkwy/US 34 (Eastbound) E Veterans Pkwy/US 34 (Westbound) Total Hour{ Totals Beginning At Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 4:00 PM 4:15 PM 21 9 17 12 9 18 0 0 4 2 18 11 14 6 0 0 16 11 137 6 0 99 6 0 37 28 166 2 0 146 3 0 444 354 4:30 PM 4AS PM 12 12 21 14 22 23 0 0 3 6 18 14 28 14 0 1 0 13 10 121 9 0 127 5 0 40 32 178 1 0 151 4 0 442 436 1676 5:00 PM SAS PM 16 11 13 15 10 24 0 0 4 3 20 7 22 13 0 0 12 8 149 3 0 166 i0 0 37 40 173 2 0 170 1 0 447 482 1679 1807 5:30 PM 5:45 PM 20 11 23 11 9 17 0 0 1 1 4 15 13 27 8 0 0 14 10 144 4 0 116 12 0 27 20 165 2 0 122 1 0 439 357 1804 1 1725 Peak 15-Min Northbound Southbound Eastbound Westbound Total Flowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right-U All Vehicles Heavy Trucks 60 40 96 4 0 4 0 12 4 88 52 0 0 0 32 0 664 40 0 4 0 160 0 680 4 0 4 0 1928 20 Buses Pedestrians 0 0 0 0 0 Bicycles Scooters 0 0 4 0 0 0 0 0 0 0 0 0 4 Comments: Report generated on 10/11/2024 7:30 AM SOURCE: Quality Counts, LLC {http://www.qualitycounts.net) 1-977-580-2212 Page 1 of 1 Type of peak hour being reported: System -wide Peak Method for determining peak hour: Total Entering Volume LOCATION: Tuma Rd -- E Veterans Pkwy/US 34 QC JOB #: 16749111 CITY/STATE: Yorkville, IL DATE: Tue, Sep 17 2024 D Peak -Hour: 4:30 PM -- 5:30 PM 0 0 a * 0 0 0 Peak 15-Min: 5:15 PM -- 5:30 PM I • 0 D 0 i 875 f 0> t D 899 + a t "JI 09 � 0> t 0. 09 669 • F-1 t SU 0.7 + ♦ 09 698 ♦ 29 '1 r 55 • 720 7" ()C 0.7 • 0 7 r 0 • 0.7 0 0 0 sa 92 a 0 TRUE DATA TO IMPROVE MORILITV 0 0 0 o * . L 0� � � 0 � U > D rt � a 0 ♦ D D F_ o 0 0 NIA N/A � • J � t • N/A + + N/A r r y N/A + + N/A • Y r � � -, r NIA � � , N/A f I + * 15-Min Count Period Tuma Rd (Northbound) Tuma Rd (Southbound) E Veterans Pkwy/US 34 (Eastbound) E Veterans Pkwy/US 34 {Westbound} Total Hourly Totals Beginning At Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 4:00 PM 4:15 PM 2 0 12 5 0 10 0 0 0 0 0 0 0 0 0 0 0 0 153 13 0 135 12 0 9 16 204 0 0 222 0 0 393 400 4:30 PM 4:45 PM 2 0 15 B 0 7 0 1 0 0 0 0 0 0 0 0 0 0 0 176 5 0 153 5 0 12 6 177 0 0 206 0 0 387 385 1565 5:00 PM 5:15 PM 8 0 14 13 0. is 0 0 0 0 0 0 0 0 0 0 0 0 163 11 0 177 8 0 19 18 237 0 0 224 0 0 4S2 455 1624 1679 530 PM SAS PM 5 0 12 3 0 13 0 0 0 0 0 0 0 0 0 0 0 0 146 6 0 141 5 0 13 15 204 0 0 18S 0 0 386 362 1678 1655 Peak 15-Min Northbound Southbound Eastbound Westbound flowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U Total All Vehicles Heavy Trucks S2 0 60 0 0 0 0 0 0 0 0 0 0 0 0 0 708 32 0 8 0 72 0 896 0 0 8 0 182o 16 Buses Pedestrians ies Bicyc 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Scooters Comments: Keport generated on 1U/1J/2024 /:3U AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.not) 1-877-580-2212 Page 1 cf 1 Type of peak hour being reported: System -wide Peak Method for determining peak hour: Total Entering Volume LOCATION: Prairie Pointe Dr -- E Countryside Pkwy QC JOB #: 16749114 CITY/STATE: Yorkville, IL DATE: Wed, Sep 18 2024 17 11 Peak -Hour: 4:30 PM — 530 PM 0 fl a 0 , 8 L Peak 15-Min: 5:15 PM 5:30 PM 119 0 0 0 r ♦ 203 + 7 l . t 4 r 98 J ♦ 4 _j L9 r 0 J t 0« 2 79 « 94 23. « 21 E6 ♦ 0 > 7t C 0 ♦ 87 rF- QC 1.2 - 0 > C 0 • 1.1 0 4 0 0 TRUE DATA TO IMPROVE MOBILITY e 0 0 0 L __fl J o� I� t� of R,0 o > r 0 * a 1in J N♦A y N/A L L NfA i •• + > « MIA, C + NIA • t N/A � > r N/A � � , N/A C ♦ ! 15-Min Count Period Prairie Pointe Dr (Northbound) Prairie Pointe Dr (Southbound) E Countryside Pkwy (Eastbound) E Countryside Pkwy (Westbound) Total Hour! Totals Beginning At Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 4:00 PM 4:15 PM 0 0 0 0 0 0 0 0 0 3 0 2 0 2 0 0 3 1 23 0 0 20 0 0 0 0 21 3 0 25 0 0 52 51 4:30 PM 4:45 PM 0 0 0 0 0 0 0 0 3 2 0 4 a 1 0 0 3 0 11 0 0 20 0 0 0 0 76 0 a 20 1 0 47 44 194 5:00 PM 515 PM 0 0 0 0 0 0 0 0 1 2 0 2 0 2 0 0 1 3 19 0 0 29 0 0 0 0 25 1 0 23 2 0 49 61 191 201 530 PM SAS PM 0 0 0 0 0 0 a 0 2 1 0 0 0 0 0 0 1 1 17 0 0 18 0 0 0 0 13 0 0 21 0 0 33 41 187 184 Peak 15-Min Northbound Southbound Eastbound Westbound Total Flowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U All Vehicles Heavy Trucks 0 0 0 0 0 0 0 8 0 0 8 0 0 0 12 0 116 0 0 0 0 0 0 92 8 0 0 0 244 0 Buses Pedestrians 0 0 0 0 0 Bicycles Scooters 0 0 0 0 0 0 0 0 0 0 0 0 0 Comments: Report generated on 10/11/2024 7:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 Type of peak hour being reported: System -wide Peak Method for determining peak hour: Total Entering Volume LOCATION: McHugh Rd -- E Countryside Pkwy QC JOB #: 16749103 CITY/STATE: Yorkville, IL DATE: Sat, Sep 14 2024 72 144 Peak -Hour: 12:45 PM —1:45 PM o 1.4 a a L 1 s 4a s Peak 15-Min: 12:45 PM -- 1:00 PM o a o a 9 ✓ a 158 f 54 J t 26 F 154 0.6 t 0 J t 3.8 ♦ L3 74 y + lilt Q . 1 181. 53 i 4r 25 t% 37 64 1 I QC0 0+ 0 l � 0 16 r 0+ n 9 a ill a f 121 102 1 TRUE DATA TO IMPROJE MOSI LITV I IY � -1 0 0 .0 4; 0 L 0 J t 0 0 ;A NiA t L J f i � t • `r .t 4 N/A �► •• t N/A N/A • N/A � 41 /A r � � N/A r � i 15-Min Count Period McHugh Rd (Northbound) McHugh Rd (Southbound) E Countryside Pkwy (Eastbound) E Countryside Pkwy (Westbound) Total Hourly Totals Beginning At Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 11:00 AM 11:15 AM W 17 0 10 18 0 0 0 4 2 11 10 7 8 0 0 13 24 15 7 20 9 0 0 9 7 25 9 23 11 2 2 132 141 11:30 AM 11:45 AM 6 17 0 9 16 1 0 0 1 3 15 15 16 8 0 0 10 21 13 18 8 13 ❑ 0 8 8 20 9 22 10 1 1 133 136 342 12:00 PM 12:15 PM 16 14 0 8 15 0 0 0 0 5 11 6 6 9 0 0 16 13 12 10 24 12 0 0 6 4 26 6 37 9 2 0 125 142 S35 536 12:30 PM 12:45 PM 13 11 0 9 17 1 0 0 3 1 10 6 16 3 0 0 10 12 14 17 28 17 ❑ 0 3 6 28 12 24 5 1 0 128 139 S31 534 1:00 PM 1115 PM 10 13 0 9 19 0 0 0 4 2 6 5 11 4 0 0 12 19 12 7 14 14 0 0 4 7 26 10 24 5 1 1 110 129 519 506 1:30 PM 9 15 0 0 2 11 7 0 11 20 15 0 7 28 6 0 131 S09 1AS PM 2:❑❑ PM 10 12 0 8 12 0 0 0 1 0 11 2 11 9 0 0 13 14 24 8 16 8 0 0 7 0 17 8 14 11 1 0 114 103 484 477 2:15 PM 2:30 PM 4 13 0 9 13 0 0 0 4 3 9 9 12 3 0 1) 4 9 17 13 14 9 0 0 3 5 24 5 21 8 0 0 104 105 452 427 2:45 PM 4 11 0 0 2 9 4 0 8 13 6 0 2 16 4 0 79 392 Peak 15-Min Northbound Souhbound Eastbound Westbound Total Flowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U All Vehicles Heavy Trucks 36 68 4 0 4 0 0 4 0 64 12 0 0 0 48 0 112 68 0 0 0 24 0 96 20 0 0 0 556 4 Buses Pedestrians 0 0 0 4 4 Bicycles Scooters 0 0 0 0 0 0 0 ❑ 0 0 0 0 0 Comments: Report generated on 10/11/2024 7:31 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 Type of peak hour being reported: System -wide Aeak Method for determining peak hour: Total Entering Volume LOCATION: E Countryside Pkwy -- E Veterans Pkwy/US 34 QC JOB #: 16749106 CITY/STATE: Yorkville, IL DATE: Sat, Sep 14 2024 84 M2 Peak -Hour: 12:45 PM —1:45 PM 12 39 a r 11 ❑ 73 Peak 15-Min: 1:30 PM 1:45 PM s } 0 0 1.4 J a t 572 + 18 J 85 « 543 J i 4 0.7 w 0 J t 4.7 ♦ 1,2 632 - f 558 08 • t 0.7 650 • 0 l r 0+ 7mQC 0.8 + 0 Z r 0+ 09 7" 0 ❑ 0 0 TkUr D0.TATO IMPROVE M0131UTY ❑J to ❑ � r o a } N/A � N/A L NIA ; •- t NIA w r '► r y F N/A N/A •<4> Z r N/A � � ~ %A r a } 15-Min Count Period E Countryside Pkwy (Northbound) E Countryside Pkwy (5outhbound) E Veterans Pkwy/US 34 (Eastbound) E Veterans Pkwy/US 34 (Westbound) Total Hourly Totals Beginning At Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 11:00 AM 11:15 AM 0 0 0 0 0 0 0 0 24 20 0 2 0 3 0 0 2 1 145 171 0 0 1 0 0 0 144 20 0 113 20 0 338 328 11:30 AM 11;45 AM 0 0 0 0 0 0 0 0 15 9 0 1 0 1 0 0 1 0 1S3 131 0 0 0 0 0 0 132 19 0 144 15 0 321 300 1287 12:00 PM 12:15 PM 0 0 0 0 0 0 0 0 13 27 0 2 0 1 0 0 2 4 144 141 0 0 0 0 0 0 136 22 0 159 30 0 319 362 1268 1302 12:30 PM 12;45 PM 0 0 0 0 0 0 0 0 19 25 0 1 0 3 0 0 2 2 136 151 0 0 0 1 0 a 130 25 0 136 22 a 313 340 1294 1334 1:00 PM 1115 PM 0 0 0 0 0 0 0 0 13 11 0 3 0 3 0 0 4 3 144 158 0 0 1 1 0 0 142 27 0 144 20 0 334 340 1349 1327 1:30 PM 0 0 0 0 22 0 2 2 6 179 0 a 0 136 16 0 363 1377 1:45 PM 2;00 PM 0 0 0 0 0 0 0 0 14 17 0 6 0 3 0 0 11 1 157 145 0 0 3 a 0 0 137 12 0 128 20 0 340 313 1377 1358 2:15 PM 230 PM 0 0 0 ❑ 0 0 0 0 20 16 0 2 0 2 0 0 3 3 133 141 0 0 0 0 0 0 146 25 0 137 20 0 329 319 1347 1303 2:45 PM 0 0 0 0 12 0 4 0 1 136 0 0 0 123 17 0 293 1256 Peak IS -Min Northbound 5outhbound Eastbound Westbound Total Flowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U Ail Vehicles Heavy Trucks 0 0 0 0 0 0 0 88 0 0 8 0 0 8 24 0 716 4 0 0 0 0 0 544 64 0 0 4 1452 8 Buses Pedestrians 0 0 0 0 0 Bicycles Scooters 0 0 0 0 0 0 0 0 0 0 0 0 0 Comments.' Report generated on 10/11/2024 7:31 AM SOURCE; Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 Type of peak hour being reported: System -wide Peak Method for determining peak hour: Total Entering Volume LOCATION: McHugh Rd -- E Veterans Pkwy/US 34 QC JOB #: 16749109 CITY/STATE: Yorkville, IL DATE: Sat, Sep 14 2024 121 103 Peak Hour: 12:45 PM 1:45 PM o 1 a 51 52 18 Peak 15Min: 1:30 PM — 1:45 PM • 0 0 0 0 ., ♦ r ✓ � 541 t 51 J t 9 +562 0.9-1.6J It. 0 -0.9 572 y w 454 03 r► Ll 652 y N 1 C 99 ♦ 651cc 05 + 0 Y f a t 06 170 130 0 15 TRUE DATA TO IMPROVE MOBILITY E {Y __j 0 0 0 L d i �. L 0 JJ♦` 0 n � o f 0 i t o � + 0 D 0 � � r o 0 0 ✓ N/A v 11 NSA IL �-�-- N/A -� + N/A N/A + + N/A h 1 NIA � � N/A 4 15-Min Count Period McHugh Rd (Northbound) McHugh Rd (Souhbound) E Veterans Pkwy/US 34 (Eastbound) E Veterans Pkwy/US 34 (Westbound) Total Hourly Totals Beginning At Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 11:00 AM 11:15 AM 10 9 20 8 11 16 0 0 1 4 14 10 8 9 0 0 13 14 130 3 162 6 0 0 11 16 134 96 1 0 1 0 356 351 11:30 AM 8 8 18 0 4 24 12 0 13 134 6 0 13 115 2 0 357 11:45 AM 12:00 PM 9 12 18 21 20 10 0 0 5 3 21 15 8 14 0 0 16 10 114 11 130 9 0 0 24 18 108 119 1 0 0 0 354 362 1418 1424 12:15 PM 12:30 PM li 16 15 19 8 17 0 0 1 0 14 6 19 12 0 0 6 12 125 4 113 7 0 0 18 17 128 116 0 0 2 0 345 342 1418 1403 12:45 PM 1:00 PM 7 8 19 9 10 12 0 0 3 4 19 17 8 6 0 0 17 12 148 3 133 6 0 0 19 23 114 115 2 0 2 0 376 340 1425 1403 1:15 PM 130 PM 7 9 16 13 6 14 0 0 4 7 i3 14 12 14 0 0 20 12 138 3 153 7 0 0 27 30 114 ill 1 0 4 0 366 383 1424 1465 IAA PM 2:00 PM 11 10 19 8 9 11 0 0 5 2 10 10 8 6 0 0 9 10 130 7 137 6 0 0 27 21 127 1C2 3 0 1 0 368 323 1457 1440 2'15 PM 2:30 PM 13 11 9 13 10 12 0 0 6 2 15 6 16 7 0 0 5 10 118 7 120 9 0 0 18 29 127 112 1 0 1 0 336 341 1410 1368 2:45 PM S. 8 11 0 2 10 5 0 6 130 5 0 16 119 1 0 321 1321 Peak 15-Min Northbound Southbound Eastbound westbound Total Flowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U All Vehicles 52 24 56 0 28 48 56 0 48 612 28 0 120 444 16 0 1532 Heavy Trucks Buses 0 0 4 0 0 0 a 0 0 0 4 0 8 Pedestrians Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Scooters Comments: Report generated on 10/11/2024 7:31 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 Type of peak hour being reported: System -wide Peak Method for determining peak hour: Total Entering Volume LOCATION: Tuma Rd -- E Veterans Pkwy/US 34 QC JOB #: 16749112 CITY/STATE: Yorkville, IL DATE: Sat, Sep 14 2024 0 0 Peak -Hour: 12:45 PM — 1:45 PM 0 0 0 ❑ 0 Peak 15-Min: 1:30 PM --1:45 PM � s 0 ❑ p ✓ 4 ✓ i 4 556 « 0 t % 0 « 569 Li « 0 ! i ❑ « 0.9 619 ♦ « 536 02 ♦ « 0.9 653 34 11 C 33 * 653 QC 0.8 + 0 1 r 6 + 0.8 `+ III _14� 4 + 67 54 0 19 TRUE DATA 70 IMPROVE M091LITY �Lr 0 1 t 0 !\ ❑ l r 1 « 1 a « > E N/A ♦ • N/A ` , N/A • « N/A /A F- r � h N/A i * I 15-Min Count Period Tuma Rd (Northbound) Tuma Rd (Southbound) E Veterans Pkwy/US 34 (Eastbound) E Veterans Pkwy/US 34 (Westbound) Total Hourly Totals Beginning At Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 11:00 AM 7 0 7 0 0 0 0 0 0 140 4 0 10 139 0 n 307 11:15 AM 11:30 AM 7 0 10 9 0 9 0 0 0 0 0 0 0 0 0 0 0 0 163 6 138 11 0 0 1b 7 101 0 0 125 0 0 303 299 11:45 AM 12:00 PM 6 6 3 4 0 8 0 0 0 0 0 0 0 0 0 0 0 0 131 3 137 5 0 0 7 4 137 0 0 131 0 0 257 289 1196 1178 12:15 PM 12:30 PM 7 0 7 10 0 4 0 0 0 0 0 0 0 0 0 0 0 0 134 8 131 3 0 0 13 8 144 0 0 125 0 0 313 281 1188 1170 12:45 PM 1:00 PM 5 0 3 4 0 10 0 0 0 0 0 0 0 0 0 0 0 0 153 8 138 8 0 0 5 12 131 0 0 133 0 0 305 305 1188 1204 1:15 PM 130 PM 4 0 10 7 0 11 0 0 0 0 0 0 0 0 0 0 0 0 1S2 8 176 10 0 0 6 10 144 0 0 128 0 0 324 342 1215 1276 1:45 PM 2:00 PM 6 0 15 4 0 6 0 0 0 0 0 0 0 0 0 0 0 0 153 5 143 5 0 0 11 10 129 0 0 126 0 0 319 294 1290 1279 2:15 PM 2:30 PM 7 0 8 3 0 11 0 0 0 0 0 0 0 0 0 0 0 0 126 5 134 7 0 0 9 7 138 0 0 126 0 0 293 288 1248 1194 2:45 PM 7 0 9 0 0 0 0 0 0 127 7 0 7 126 0 0 283 1158 Peak 15-Min Northbound Southbound Eastbound Westbound Flowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U Total All Vehicles 28 0 44 0 0 0 0 0 0 704 40 0 40 512 0 0 1368 Heavy Trucks 4 0 0 0 0 a 0 4 0 0 0 0 8 Buses Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 D scooters Comments. Report generated on 10/11/2024 7:31 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 10 1 Type of peak hour being reported: System -wide Peak Method for determining peak hour: Total Entering Volume LOCATION: Prairie Pointe Dr -- E Countryside Pkwy QC JOB #: 16749115 CITY/STATE: Yorkville, IL DATE: Sat, Sep 14 2024 0 1 Peak -Hour: 12:45 PM --1:45 PM 0 D 0 � 0 0 L Peak 15-Min: 12:45 PM --1:00 PM . > " 0 0 0 .+ a. ♦ �. —1 102 1 t 0+ 102 79 t 0 J t o t Z9 84 y + 102 0 + + 29 85 + 0> F 0 81 (:C 0+ 0 'L F 0+ 0 ti '4 r r � ♦ r � F . ' a a a c TRUE DATA TO IMPROVE MOBILITY i 0 0 0 L J i ti t 0 * r F0 0 0 N=A d N+A IL t J t • _i Jt\ N/A -0 ■ ■ N/A NSA i _ 1 r N/A /A r N/A + 15-Min Count Period Prairie Pointe Dr (Northbound) Prairie Pointe Dr (Southbound) E Countryside Pkwy (Eastbound) E Countryside Pkwy {Westbound} Total Hourly Totals Beginning At Left Thru Right U Leh Thru Right U Left Thru Right U Left Thru Right U 11:00 AM 11:15 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 22 25 0 0 0 0 0 0 22 1 0 21 0 0 46 46 11:30 AM 11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15 11 0 0 0 0 0 0 20 0 0 16 0 0 35 27 154 12:00 PM 12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16 28 0 0 0 0 0 0 23 0 0 35 0 0 39 63 147 164 12:30 PM 12:45 PM 0 0 0 0 0 0 0 0 0 0 00 ­7f_ 0 0 0 0 0 18 30 0 0 0 0 0 ❑ 27 0 0 25 0 0 45 55 174 202 1:00 PM 1:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 17 16 0 0 0 0 0 0 30 0 0 24 0 0 48 40 211 188 130 PM 0 0 0 0 0 0 0 0 0 21 0 0 0 23 0 0 44 187 1:45 PM 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 26 17 0 0 0 0 0 0 22 0 0 21 0 0 48 38 180 170 2:15 PM 2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21 17 0 0 ❑ 0 0 0 28 1 0 22 0 0 50 39 180 175 2:45 PM 0 0 0 0 0 0 0 0 0 15 0 0 0 19 0 0 34 161 Peak 15-Min Northbound Southbound Eastbound Westbound Total rlowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U Ali Vehicles 0 0 0 0 0 0 0 0 0 120 0 0 0 100 0 0 220 Heavy Trucks Buses 0 0 0 0 0 0 0 0 0 0 0 0 0 Pedestrians Bicycles 0 ❑ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Scooters Comments: Report generated on 10/11/2024 7:31 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 APPENDIX B CMAP CORRESPONDENCE E Chicago Metropolitan Agency for Planning Peter Reinhofer, P.E. Chicago Traffic Services Leader/Senior Planner Manager V3 Companies 7325 Janes Avenue Woodridge, IL 60517 Subject: US34 and Countryside Parkway IDOT Dear Mr. Reinhofer: 433 West Van Buren Street, Suite 450 Chicago, IL 60607 tmap.d inois.gov 1 312-454-0400 October 24, 2024 In response to a request made on your behalf and dated October 18, 2024, we have developed year 2050 average daily traffic (ADT) projections for the subject location. ROAD SEGMENT Current ADT Year 2050 ADT US Route 34 east of McHugh Road 16,200 21,000 US Route 34 west of McHugh Road 14,000 18,100 Countryside Parkway between US 34 and McHugh Road 1,600 2,000 Countryside Parkway west of McHugh Road 3,600 4,500 McHugh Road south of US 34 2,950 3,700 McHugh Road north of US 34 2,000 1 2,500 Tuma Road south of US 34 1,100 1 1,380 Traffic projections are developed using existing ADT data provided in the request letter and the results from the June 2024 CMAP Travel Demand Analysis. The regional travel model uses CMAP 2050 socioeconomic projections and assumes the implementation of the ON TO 2050 Comprehensive Regional Plan for the Northeastern Illinois area. The provision of this data in support of your request does not constitute a CMAP endorsement of the proposed development or any subsequent developments. If you have any questions, please call me at (312) 386-8806 or email me at irodri uez(2cmap.illinois.gov �- P'� Jose Rodriguez, PTP, A1CP Senior Planner, Research & Analysis Cc: Rios (IDOT) S :\Adm inGroups\ResearchAnalysisi2024_Traffic Forecasts\Yorkville\ke-06-24\ke-06-24.doex APPENDIX C AUXILIARY LANE ANALYSIS 1. v;,, Costco Wholesale, Yorkville, Illinois Criteria Met? Criteria Right -Turn lane Warrants Comments Costco Dwy 1 Lostro Dwy 2 Costco Dwy 3 Costco Dwy 4 LosEto Dwy 5 Costco Dwy 6 Unsignalized intersection on a two Costco Owy 1 thru 4 are not a two-lane 1 lane highway that satisfies the N/A N/A N/A N/A Yes No Highway. Costeo Dwy 5 meets criteria to criteria in BIDE Figures consider a right turn lane. Unsignalized intersection on a four Costco 4 meets the criteria to 2 lane highway that satisfies the No No No Yes N/A N/A considerr a a r right turn lane. criteria in BOE Figures On expressways where the side 3 street ACT is over Z50 No No No No No No Not on an expressway. 4 Any intersection where a capacity No No No No No No All movements operate at acceptable LOS. analysis determines a right -turn lane is necessary to meet the LOS criteria At any intersection where the right - is greater than 150 turning volumeNo Right -turn lane volumes are less than 150 5 vph and where there is greater than No No No No Na vph. 300 vplph on the mairiine I Uniformity of intersection design No unsignalized intersections in the area 6 along the highway if other No No No No No No intersections have right -turn lanes have right turn lanes Any intersection where the mainline 7 is curved to the left and the mainline No No No No No No Roads are not on superelevated curves curve requires superelevation At railroad crossings where the railroad is located close to the intersection and a right turn lane 8 would be desirable to efficiently No No No No No No Not near a railroad. move through traffic on the parallel roadway Any intersection where the crash experience, traffic operations, sight distance restrictions, or engineering No additional indicators mandating right - 9 No No No No No No judgement indicates a significant turn Panes. conflict related to right -turning vehities_ Criteria Met? Criteria Left -Turn Lane Warrants Comments Castro Dwy 1 Costco Dwy 2 Costco Dwy 3 Costco Dwy 9 Costco Dwy 5 Costco Dwy 6 Unsignalized intersection on a two N/A - Already N/A - Already 1 lane highway that satisfies the N/A N/A N/A -RIRO Only N/A Not two-lane Highway. criteria in BDE Figures Provided Provided Signa lized intersetion where the left- N/A - Already N/A - Already 2 turning volume is equal to or greater N/A N/A N/A - RIRO Only N/A Provided Provided Not Signalized intersections than 75 vph Any intersection where a capacity N/A - Already N/A - Already 3 analysis determines cleft -turn lane N/A N/A N/A - BIRO Only N/A All movements operate at acceptable LOS Is necessary to meet the LOS criteria Provided Provided Uniformity of intersection design - - Intersections to the west of Costco Dwy 1 4 along the highway if other Yes Yes N/A - RIRO Only ' yob; N/A -Already N/A- Al ready and 2 and east and west of Costco Dwy 4 intersections have left -turn lanes Provided Provided provide left turn lanes. Any intersection where the crash experience, traffic operations, sight distance restrictions, or engineering N/A - Already N/A -Already No additional indicators mandating left - s judgement indicates a significant Na No N/A - BIRO Only No Provided Provided turn lanes, conflict related to left -turning vehicles. cn Lb M cli 11WJ 1Z W m �y a m L m ^W L m J i L t1/ \I C CD o CD 0 Q00 (HdA) anOH u2isaq 2uijna ownlOA uans-lg2jU I 0 0 fV 0 0 �I il: co ■ 0 0 m tin o � 0 ro m v; m O o M 1 N a 3 tD a M 0 0 �p iE LL __ k_ � m W o T Q m � v 0 'r, . 0 w +V' N p u pfa i ai o X O0 Oo o 0 u 6 U L �r-I Q d� s 0 Sao 0 U • O � O �t O t U7 L H C O N pCDC-4 00 co O O (HdR) anOH ugisaa 2uijnfl awnlOA uanl-IgSi'd APPENDIX D TRAFFIC SIGNAL WARRANT ANALYSIS Date 12/26/2024 Location Information Intersection Countryside Parkway & McHugh Road City Yorkville County Kendall District 3 Street Information Major Street (EBNVB) lCountryside Parkway _ Minor Street (NBISB) McHugh Road Review Information Counts Used Quality Counts - 2031 FwP Volumes Count Dates 9/17/2024 Date Reviewed 12/26/2024 Reviewed By MFM Warrant Information Speed Limit of Major Street 40 Number of Lanes on Major 2 Number of Lanes on Minor 1 Isolated Community? No SRA Route Number No §§ oe § 2 § 5 § § )LU \ (2/0LU E«� (� k}�e§ §ƒ7\; = w a �\& /j \ «a0& + ] h b § § [(<k 7 7 y) e» R / § ^ uj k ! 2 G m e m 0A ) }} } /t LU e;a f e kMOT ! » a a } ) 22= ! � 0 {} U. }t §� �§2 ! & / } \ C- LU LU 3 k § [ § / k � \} $:2 uj §§co G 2 @ 7 v $ > e ol §§ Lu�k @ j�in k0)§ - a a #LLJ k§ m0� §§k ! @ @ § m ! 0 k§§!Li /z9,■ e 2 Q|!]: ° «> / {�, & / \ ` § ! � § §�_§ !ƒ¥ & a V) 2 % e w § � §§ 2 1 < ~ \\\ (\**7({{/{ ` }j � ) ���\\\j/�\�\k\ 0 a § § 0 \ / } § 0 } 0 LL 0 w \ � \ � * * q S R q R g ) q 0� . £ * !A a r p r r @° L6 « * a ; a ; ; ; 7 § w > A ( » § R 0 dC) }f §/ f0 0\ �k kz Qlm < z < z < » < < + a < < 2 > < y » z < a < a E z z z o o z z 0 0 z z 0 o z z 0 z 0 z \ 0 m = 2 > m w x m = » m m u u » » m e LU u w » m m = u » > co LLJ w u > ) o f � g G E ( @SP« E § co \ _ �_ \ ® / = k E E ( ~ \ - \ ± }) / o> /\ g2 /\ 0= ƒ \7 In- Ia- - 2 ,/ \ .} - E E E& E@ ® :_ 0 -. / . z; _ zz /§ 9 / 2] /// �\ \ < �j �) \ � k � ¢ak ) §�« ) 0 2 x /z$ a7■ t �& u % m \ � 0 § k § 0 w- LU zLU2-= ■wS * @CD + & $ � V)> « y, §F\{2 0cl N } ) 2 m co �G9ee cl 2 � ® § z e < a- to 2 7 i ~ \ \ § \ z§ z Date 12/26/2024 Location Information Intersection US Route 34 & Tuma Road/Costco Dwy4 City Yorkville County Kendall District 3 Street Information Major Street (EB/WB} JUS 34 Minor Street (NB/SS) ITuma Road/Costco Dwy 4 RPViaw Infnrmatinn Counts Used 11 Quality Counts extrapolated to 2031 Count Dates 9/17/2024 Date Reviewed 12/26/2024 Reviewed By MFM Warrant Information Speed Limit of Major Street 45 Number of Lanes on Major 2 Number of Lanes on Minor 1 Isolated Community? No SRA Route Number 513 ) S o k§ \ \ \ \ /eC,G [§■q ) § f ( } 0 \ k CC E �/ � ! \[ Q m m m 3 f ! ;� ` \ \ \ / \ui }®LL \ cn k&oa )k<§ § + = r 3 » m §-L , 00 , : , _ : , \/{}0 E] e k Em LU \ § Z \ § { � / j \ } \ �� : , _ ® k 2 7 - k V) 2 §( 2� 2k§ 00 � ]§ 0�k « a ! mk§00Q co» , , LU eq� §in§ a r @ * + a $§B : , , , : .�� Z 1 S2z9 2 . m 2_j ■LU «§C� N;2Dm §BK0� > / $ uj ) ( ! A �LLJ 2 W U�§ [ E� §j 7 < ` z 0 U F W W 2 N z O N O U z w 7 M F 2 0 af Cl) z O F C7 LL z O U f1J z C Z n n r n r O U 7 LL � 0 U� e O a ,n ui wO m U a m N z 0 U 0 Z z a c4 o v 0 a tp o v a v U ¢ a x < C m a I¢ a N L t 5 E A ) } } z �) g 2 2 2 g 2 2 2 � ) § ` a ft � z 2 \ j)) � )\ J: 2 � ) `-k 3 Z Lu ffr_j ® \22}\ §Ul §§e) _ ;[0 § ! \ =z G% 2 » �` « § § § ;I§ b) 7S ( } \ § y y » i \ ! § _ lu \ I. �/ I .� �J ) ! (\/ APPENDIX E CAPACITY ANALYSIS WORKSHEETS 2024 EXISTING Costco Wholesale, Yorkville, IL 2024 Existing Traffic Volumes 5: Veterans Pkw US 34 & Countryside Pkwy Timing Plan: Weekday AM Peak r /W t/ Lane Group SBL SBR NEL NET SWT SWR Lane Configurations r tf tt r Traffic Volume (vph) 61 2 15 725 425 79 Future Volume (vph) 61 2 15 725 425 79 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 200 0 180 250 Storage Lanes 0 1 1 1 Taper Length (ft) 25 160 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00 Frt 0.850 0.850 FIt Protected 0.950 0.950 Satd. Flow (prot) 1736 1615 1805 3539 3374 1568 Flt Permitted 0.950 0,472 Satd Flow (perm) 1736 1615 897 3539 3374 1568 Right Turn on Red Yes Yes Satd. Flow (RTOR) 2 83 Link Speed (mph) 40 45 45 Link Distance (ft) 1242 771 839 Travel Time (s) 2U 11.7 12.7 Peak Hour Factor 0.95 0,95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 4% 0% 0% 2% 7% 3% Adj. Flow (vph) 64 2 16 763 447 83 Shared Lane Traffic (%) Lane Group Flow (vph) 64 2 16 763 447 83 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 32 12 12 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 Number of Detectors 1 1 1 2 2 1 Detector Template Left Right Left Thru Thru Right Leading Detector (ft) 20 20 20 100 100 20 Trailing Detector (ft) 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 Detector 1 Size(ft) 20 20 20 6 6 20 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend (s) 0,0 0.0 0.0 0.0 U 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 U 0,0 0.0 0.0 Detector 2 Position(ft) 94 94 Detector 2 Size(ft) 6 6 Detector 2 Type CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 Turn Type Prot Perm pm+pt NA NA pm+ov Protected Phases 6 7 4 8 6 10/21/2024 Synchro 11 Report V3 Companies Page 1 Costco Wholesale, Yorkville, IL 2024 Existing Traffic Volumes 5: Veterans Pkwy (US 34) & Countryside Pkwy Timing Plan: Weekday AM Peak / t. Lane Group SBL SBR NEL NET SWT SWR Permitted Phases 6 4 8 Detector Phase 6 6 7 4 8 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 20.0 20.0 9.5 24.0 24.0 20.0 Total Split (s) 20.0 20.0 13.0 90.0 77.0 20.0 Total Split (%) 18.2% 18.2% 11.8% 81.8% 70.0% 18.2% Maximum Green (s) 14.0 14.0 9.5 84.0 71,0 14.0 Yellow Time (s) 4.0 4.0 3.5 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 0.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 3.5 6.0 6.0 6.0 Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode Max Max None C-Max C-Max Max Walk Time (s) 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 Pedestrian Calls (#!hr) 0 0 Act Etfct Green (s) 14.0 14.0 865 84.0 80.2 103.8 Actuated g/C Ratio 0.13 0.13 0.79 0.76 0.73 0.94 vlc Ratio 0.29 0.01 0.02 0.28 0 18 0.06 Control Delay 47.5 29.5 1.5 2.5 5.3 0.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 47.5 29.5 1.5 2.5 5.3 0.3 LOS D C A A A A Approach Delay 46.9 2.5 4.5 Approach LOS D A A 90th %Ile Green (s) 14.0 14.0 6.1 84.0 74.4 14.0 90th %Ile Term Code MaxR MaxR Gap Coord Coord MaxR 70th %Ile Green (s) 14.0 14.0 5.8 84.0 747 14.0 70th %Ile Term Code MaxR MaxR Gap Coord Coord MaxR 50th %Ile Green (s) 14.0 14.0 0.0 84.0 84.0 14.0 50th Wle Term Code MaxR MaxR Skip Coord Coord MaxR 30th %Ile Green (s) 14.0 14,0 0.0 84.0 84.0 14.0 30th %ile Term Code MaxR MaxR Skip Coord Coord MaxR 10th °/pile Green (s) 14.0 14.0 0.0 84.0 84.0 14.0 10th %Ile Term Code MaxR MaxR Skip Coord Coord MaxR Queue Length 50th (€t) 42 0 1 34 37 0 Queue Length 95th (ft) 84 8 m3 37 76 5 Internal Link Dist (ft) 1162 691 759 Turn Bay Length (ft) 200 180 250 Base Capacity (vph) 220 207 783 2702 2460 1484 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced vlc Ratio 0.29 0.01 0.02 0.28 0.18 0.06 Intersection Summary 10/21/2024 Synchrc 11 Report V3 Companies Page 2 Costco Wholesale, Yorkville, IL 2024 Existing Traffic Volumes 5: Veterans Pkwy US 34 & Countryside Pkwy Timing Plan: Weekday AM Peak Area Type: Other Cycle Length: 110 Actuated Cycle Length: 110 Offset: 0 (0%), Referenced to phase 4:NETL and 8:SWT, Start of Green Natural Cycle: 55 Control Type: Actuated -Coordinated Maximum vlc Ratio: 0.29 Intersection Signal Relay: 5.4 Intersection LOS: A Intersection Capacity Utilization 34.2% ICU Level of Service A Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases 5: Veterans Pkwy (US 34) & Countryside Pkwy O6 04I(R i / O7 08 fR' 10/21/2024 Synchro 11 Report V3 Companies Page 3 Costco Wholesale, Yorkville, IL 2024 Existing Traffic Volumes 7: McHugh Rd & Veterans Pkw US 34 Timing Plan: Weekday AM Peak 4-- # 1 - --,, f- Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations fly tT+ ' t r 1� Traffic Volume (vph) 38 600 19 65 353 3 17 42 111 4 40 32 Future Volume (vph) 38 600 19 65 353 3 17 42 111 4 40 32 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 180 0 180 0 110 110 245 0 Storage Lanes 1 0 1 0 1 1 1 0 Taper Length (ft) 170 180 105 150 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 Frt 0 995 0.999 0.850 0.934 Fit Protected 0.950 0.950 0,950 0.950 Satd. Flow (prot) 1805 3452 0 1671 3404 0 1456 1810 1583 1805 1683 0 Fit Permitted 0.521 0.328 0.655 0.727 Satd. Flow (perm) 990 3452 0 577 3404 0 1004 1810 1583 1381 1683 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 4 1 122 30 Link Speed (mph) 45 45 30 35 Link Distance (ft) 892 1073 856 727 Travel Time (s) 13.5 16,3 19.5 14.2 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0 91 0.91 Heavy Vehicles (%) 0% 3% 37% 8% 6% 0% 24% 5% 2% 0% 5% 6% Adj. Flow (vph) 42 659 21 71 388 3 19 46 122 4 44 35 Shared Lane Traffic (%) Lane Group Flow (vph) 42 680 0 71 391 0 19 46 122 4 79 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 2 1 1 2 Detector Template Left Thru Left Thru Left Thru Right Left Thru Leading Detector (ft) 20 100 20 100 20 100 20 20 100 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 20 20 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend (s) U 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0,0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type CI+Ex CI+Ex CI+Ex Ci+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Tum Type pm+pt NA pm+pt NA pm+pt NA pm+ov pm+pt NA Protected Phases 7 4 3 8 5 2 3 1 6 1DI2112024 Synchro 11 Report V3 Companies Page 4 Costco Wholesale, Yorkville, IL 2024 Existing Traffic Volumes 7: McHugh Rd & Veterans Pkw US 34 Timing Plan: Weekday AM Peak Lane Group_ EBL EBT EBR WBL WBT •WBR NBL NBT NBR SBL SBT SBR Permitted Phases 4 8 2 2 6 Detector Phase 7 4 3 8 5 2 3 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 24.0 9.5 24.0 9.5 24.0 9.5 10.5 24.0 Total Split (s) 19.0 58.0 19.0 58,0 14.0 19.0 19.0 14.0 19.0 Total Split (%) 17.3% 52.7% 17.3% 52.7°% 12.7% 17.3% 17.3% 12.7% 17.3% Maximum Green (s) 15.5 52.0 155 52.0 10.5 13.0 15.5 10.5 13.0 Yellow Time (s) 3.5 4.0 3,5 4.0 3.5 4.0 3.5 3.5 4.0 All -Red Time (s) 0.0 2.0 0.0 2.0 0.0 20 0.0 0.0 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) 3.5 6.0 3.5 6.0 3.5 6.0 3.5 3.5 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Max None C-Max None Max None None Max Walk Time (s) 7.0 7.0 7.0 7.0 Flash Dort Walk (s) 11.0 11.0 11.0 11.0 Pedestrian Calls (#Ihr) 0 0 0 0 Act Effct Green (s) 69.3 60.4 72.0 64.8 29.2 25,0 38.1 27.4 22.5 Actuated gIC Ratio 0.63 0.55 0.65 0,59 0.27 0.23 0.35 0.25 0.20 vlc Ratio 0.06 0.36 0.16 0.19 0.06 0.11 0.19 0.01 0.22 Control Delay 6.6 14.6 7.4 11.2 30.6 36.5 5.8 29.8 27.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 Total Delay 6.6 14.6 7.4 11.2 30.6 36.5 5.8 29.8 27.9 LOS A B A B C D A C C Approach Delay 14.2 10.6 15.9 28.0 Approach LOS B B B C 90th %ile Green (s) 7.4 58.9 8.6 60.1 8.4 17.2 8.6 6.3 15.1 90th %ile Term Code Gap Coord Gap Coord Gap Fed Gap Gap Ped 70th %ile Green (s) 6.7 59.8 7.7 60.8 7.3 27.0 7.7 0.0 16.2 70th %ile Term Code Gap Coord Gap Coord Gap MaxR Gap Skip Fed 50th %ile Green (s) 6.3 60.4 7.1 61.2 0.0 27.0 7.1 0.0 27.0 50th %ile Term Code Gap Coord Gap Coord Skip MaxR Gap Skip MaxR 30th %ile Green (s) 0.0 61.0 6.5 71.0 0.0 27.0 6.5 0.0 27,0 30th %ile Term Code Sklp Coord Gap Coord Skip MaxR Gap Skip MaxR 10th %ile Green (s) 0.0 61.9 5.6 71.0 0.0 27.0 5.6 0.0 27.0 10th %ile Term Code Skip Coord Gap Coord Skip MaxR Gap Skip MaxR Queue Length 50th (ft) 9 134 16 67 10 25 0 2 27 Queue Length 95th (ft) 21 180 31 90 29 63 43 11 78 Internal Link Dist (ft) 812 993 776 647 Turn Bay Length (ft) 180 180 110 110 245 Base Capacity(vph) 776 1897 539 2006 312 412 740 406 367 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 0.05 0.36 0.13 0.19 0.06 0.11 0.16 0.01 0.22 Intersection Summary 10/21/2024 Synchro 11 Report V3 Companies Page 5 Costco Wholesale, Yorkville, IL 2024 Existing Traffic Volumes 7: McHugh Rd & Veterans Pkwy (US 34) Timing Plan: Weekday AM Peak Area Type: Other Cycle Length: 110 Actuated Cycle Length: 110 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBTL, Start of Green Natural Cycle: 70 Control Type: Actuated -Coordinated Maximum v!c Ratio: 0.36 Intersection Signal Delay: 14.1 intersection LOS: B Intersection Capacity Utilization 42.3% ICU Level of Service A Analysis Period (min) 15 RnlitG and Ph;;Gas- 7` McHimh Rd R Veterans Pkwv (US 341 00172 03 "'P05 10/2112024 Synchro 11 Report V3 Companies Page 6 Costco Wholesale, Yorkville, IL 2024 Existing Traffic Volumes 1: McHugh Rd & Countryside Pkwy Timing Plan: Weekday AM Peak Intersection intersection Delay, slveh 9 Intersection LOS A Movement. EBL EBT EBR WBL WBT WBR N.BL NBT NBR. SBL SBT 5BR Lane Configurations tip + T Traffic Vol, vehlh 51 36 12 12 59 23 12 60 11 3 52 32 Future Vol, vehlh 51 36 12 12 59 23 12 60 11 3 52 32 Peak Hour Factor 0.70 0.70 0.70 0.70 0.70 0,70 0.70 0.70 0.70 0.70 0.70 0,70 Heavy Vehicles, % 2 0 8 0 0 9 0 0 22 67 4 0 Mvmt Flow 73 51 17 17 84 33 17 86 16 4 74 46 Number of Lanes 1 2 0 1 2 0 1 1 0 1 1 0 SB Opposing Approach WB EB SB NB Opposing Lanes 3 3 ; 2 2 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 2 2 3 3 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 2 2 3 3 HCM Control Delay 9.1 8.7 9.2 9.2 HCM LOS A A A A Lane NBLn1 NBLn2 EBLn1 EBLn2 EBLn3 WBLn1 WBLn2 WBLn3 SBLn1 SBLn2 Vol Left,% 100% 0% 100% 0% 0% 100% 0% 0% 100% 0% Vol Thru, % 0% 85% 0% 100% 50% 0% 100% 46% 0% 62% Vol Right, % 0% 15% 0% 0% 50% 0% 0% 54% 0% 38% Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 12 71 51 24 24 12 39 43 3 84 LT Vol 12 0 51 0 0 12 0 0 3 0 Through Vol 0 60 0 24 12 0 39 20 0 52 RT Vol 0 11 0 0 12 0 0 23 0 32 Lane Flow Rate 17 101 73 34 34 17 56 61 4 120 Geometry Grp 6 6 6 6 6 6 6 6 6 6 Degree of Util (X) 0.029 0.152 0.122 0.052 0.05 0.029 0.086 0.09 0.009 0.177 Departure Headway (Hd) 6.018 5.409 6.031 5.493 5,278 6,027 5.523 5.297 7.15 5.312 Convergence, YIN Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Cap 592 658 691 647 673 591 645 672 499 671 Service Time 3.788 3.18 3.805 3.268 3.052 3.798 3.295 3.069 4 918 3.08 HCM Lane VIC Ratio 0.029 0.153 0.124 0,053 0.051 0.029 0.087 0,091 0.008 0.179 HCM Control Delay 9 9.2 9.7 8.6 8.3 9 8.8 8.6 10 9.2 HCM Lane LOS A A A A A A A A A A HCM 95th-tile Q 0A 0.5 0.4 0.2 0.2 0.1 0.3 0.3 0 0.6 1012112024 Synchro 11 Report V3 Companies Page 1 Costco Wholesale, Yorkville, IL 2024 Existing Traffic Volumes 2: Countryside Pkwy & Crimson Ln Timing Plan: Weekday AM Peak Intersection Int Delay, slveh 1.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations ) tt tT+ r Traffic Vol, vehlh 9 55 89 5 8 6 Future Vol, vehlh 9 55 89 5 8 6 Conflicting Peds, #Ihr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 150 - 100 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 0 - Peak Hour Factor 60 60 60 60 60 60 Heavy Vehicles, % 22 7 1 0 0 0 Mvmt Flow 15 92 148 8 13 10 Major/Minor Ma'or1 Ma'or2 Minor2 Conflicting Flow All 156 0 0 228 78 Stage 1 - - - - 152 - Stage 2 - - 76 - Critical Hdwy 4.54 - 6.8 6.9 Critical Hdwy Stg 1 - - 5.8 - Critical Hdwy Stg 2 - - 5.8 - Follow-up Hdwy 2.42 - 3.5 3.3 Pot Cap-1 Maneuver 1287 - - 745 973 Stage 1 - 866 - Stage 2 - 944 - Platoon blocked, % Mov Cap-1 Maneuver 1287 736 973 Mov Cap-2 Maneuver - 736 - Stage 1 - 856 Stage 2 944 Approach EB WB SB HCM Control Delay, s 1.1 0 9.4 HCM LOS A Minor LanelMa or Mvmt EBL EBT WBT WBR SBLn 1 S.BLn2 Capacity (vehlh) 1287 - 736 973 HCM Lane VIC Ratio 0.012 0.018 0.01 HCM Control Delay (s) 7.8 10 8.7 HCM Lane LOS A B A HCM 95th %tile Q(veh) 0 0.1 0 10/21/2024 Synchro 11 Report V3 Companies Page 1 Costco Wholesale, Yorkville, IL 2024 Existing Traffic Volumes 0: Veterans Pkw US 34 & Tuma Rd Timing Plan: Weekday AM Peak Intersection Int Delay, slveh 1.3 Movement NWL NWR NET NER SWL SWT Lane Configurations y t'+ ) tt Traffic Vol, vehlh 23 66 669 11 14 406 Future Vol, vehlh 23 66 669 11 14 406 Conflicting Peds, #Ihr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None None - None Storage Length 0 275 - Veh in Median Storage, # 0 - 0 - 0 Grade, % 0 0 - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 4 2 2 9 7 7 Mvmt Flow 25 72 727 12 15 441 MalorlMinor Minorl Majorl MajoQ Conflicting Flow All 984 370 0 0 739 0 Stage 1 733 - Stage 2 251 - Critical Hdwy 6.88 6.94 4.24 - Critical Hdwy Stg 1 5.88 - - Critioal Hdwy Stg 2 5.88 - - - - Follow-up Hdwy 3.54 3.32 2.27 Pot Gap-1 Maneuver 242 627 - - 831 - Stage 1 431 - - Stage 2 762 - - - - Platoon blocked, % Mov Cap-1 Maneuver 238 627 - 831 - Mov Cap-2 Maneuver 238 - - Stage 1 431 - - Stage 2 748 Approach NW NE SW HCM Control Delay, s 15.4 0 0.3 HCM LOS C Minor LanelMaior Mvmt NET NERNWLn1 SWL SWT Capacity (vehlh) 441 831 HCM Lane VIC Ratio 0.219 0.018 HCM Control Delay (s) - 15.4 9.4 - HCM Lane LOS C A HCM 95th %tile Q(veh) - 0.8 0.1 - 10/21/2024 Synchro 11 Report V3 Companies Page 2 Costco Wholesale, Yorkville, IL 2024 Existing Traffic Volumes 5: Veterans Pkwy (US 34) & Countryside Pkwy Timing Plan: Weekday PM Peak 11,r Lane Group SBL SBR NEL NET SWT SWR Lane Configurations I r tT tt r Traffic Volume (vph) 75 12 22 689 888 78 Future Volume (vph) 75 12 22 689 888 78 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 200 0 180 250 Storage Lanes 0 1 1 1 Taper Length (ft) 25 160 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1805 1615 1805 3574 3574 1524 Flt Permitted 0.950 0.269 Satd. Flow (perm) 1805 1615 511 3574 3574 1524 Right Turn on Red Yes Yes Satd. Flow (RTOR) 13 83 Link Speed (mph) 40 45 45 Link Distance (ft) 1242 771 839 Travel Time (s) 21.2 11.7 12.7 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles (%) 0% 0% 0% 1 % 1 % 6% Adj. Row (vph) 80 13 23 733 945 83 Shared Lane Traffic (%) Lane Group Flow (vph) 80 13 23 733 945 83 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 32 12 12 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 Number of Detectors 1 1 1 2 2 1 Detector Template Left Right Left Thru Thru Right Leading Detector (ft) 20 20 20 100 100 20 Trailing Detector (ft) 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 Detector 1 Size(ft) 20 20 20 6 6 20 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0 0 0.0 Detector 1 Delay (s) 0,0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 Detector 2 Size(ft) 6 6 Detector 2 Type CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 Turn Type Prot Perm pm+pt NA NA pm+ov Protected Phases 6 7 4 8 6 10/21/2024 Synchro 11 Report V3 Companies Page 1 Costco Wholesale, Yorkville, IL 2024 Existing Traffic Volumes 5- Veterans Pkw US 34 & Countryside Pkwy Timing Plan: Weekday PM Peak Lane Group SBL SBR NEL NET SWT SWR Permitted Phases 6 4 8 Detector Phase 6 6 7 4 8 6 Switch Phase Minimum Initial (s) 5.0 5 0 5.0 5.0 5.0 5.0 Minimum Split (s) 20.0 20.0 9.5 24.0 24.0 20.0 Total Split (s) 20.0 20.0 13.0 100.0 87.0 20.0 Total Split (%) 16.7% 16.7% 10.8% 83.3°% 72.5% 163% Maximum Green (s) 14.0 14,0 9.5 94.0 81.0 14.0 Yellow Time (s) 4.0 4.0 3.5 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 0.0 2 0 2 0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 3.5 6.0 6.0 6.0 Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode Max Max None C-Max C-Max Max Walk Time (s) 7.0 7.0 Flash Dort Walk (s) 11.0 11.0 Pedestrian Calls (#!hr) 0 0 Act Effct Green (s) 14.0 14.0 96.5 94.0 88.3 110.7 Actuated g1C Ratio 0.12 OA2 0.80 0.78 0.74 0,92 vlc Ratio 0.38 0,07 0.05 0.26 0.36 0.06 Control Delay 54.8 22.2 1.2 1.4 6.5 0.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 C.0 Total Delay 54.8 22.2 1.2 1.4 6.5 0.3 LOS D C A A A A Approach Delay 50.3 1.4 6.0 Approach LOS D A A 90th %ile Green (s) 14.0 14.0 6.2 94.0 84.3 14.0 90th %ile Term Code MaxR MaxR Gap Coord Coord MaxR 70th %ile Green (s) 14.0 14.0 5.9 94.0 84.6 14.0 70th %ile Term Code MaxR MaxR Gap Coord Coord MaxR 50th %ile Green (s) 14.0 14.0 5.8 94.0 84.7 14.0 50th %ile Term Code MaxR MaxR Gap Coord Coord MaxR 30th %ile Green (s) 14.0 14.0 0.0 94.0 94.0 14.0 30th %ile Term Code MaxR MaxR Skip Coord Coord MaxR 10th %ile Green (s) 14.0 14.0 0.0 94.0 94.0 14.0 10th %ile Term Code MaxR MaxR Skip Coord Coord MaxR Queue Length 50th (ft) 58 0 1 20 137 0 Queue Length 95th (ft) 110 20 4 34 172 5 Internal Link Dist (ft) 1162 691 759 Turn Bay Length (ft) 2C0 180 250 Base Capacity (vph) 210 199 513 2799 2630 1412 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 C C 0 0 Reduced vlc Ratio 0.38 0.07 0.04 0.26 0.36 0.06 Intersection Summary 10/2112024 Synchro 11 Report V3 Companies Page 2 Costco Wholesale, Yorkville, IL 2024 Existing Traffic Volumes 5: Veterans Pkwy US 34 & Countryside Pkwy Timing Plan: Weekday PM Peak Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 4:NETL and 8:SWT, Start of Green Natural Cycle: 55 Control Type: Actuated -Coordinated Maximum vlc Ratio: 0.38 Intersection Signal Deiay: 6.4 Intersection LOS: A Intersection Capacity Utilization 38.7% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 5: Veterans Pkwy (US 34) & Countryside Pkwy /*434 G3o 07 08 iR 10/21/2024 Synchro11 Report V3 Companies Page 3 Costco Wholesale, Yorkville, IL 2024 Existing Traffic Volumes 7: McHugh Rd & Veterans Pkw US 34 Timing Plan: Weekday PM Peak ,- t l Lane Group_EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBIR. Lane Configurations tT+ 0 t r T Traffic Volume (vph) 47 563 27 149 672 9 57 61 81 18 98 54 Future Volume (vph) 47 563 27 149 672 9 57 61 81 18 98 54 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 180 0 180 0 110 110 245 0 Storage Lanes 1 0 1 0 1 1 1 0 Taper Length (ft) 170 180 105 150 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 Frt 0.993 0.998 0.850 0.947 Fit Protected Q950 0.950 0.950 0.950 Satd. Flow (prot) 1805 3551 0 1787 3568 0 1770 1900 1568 1703 1787 0 Fit Permitted 0.343 0.338 0,500 0.715 Satd. Flow (perm) 652 3551 0 636 3568 0 931 1900 1568 1282 1787 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 5 1 86 20 Link Speed (mph) 45 45 30 35 Link Distance (ft) 892 1073 856 727 Travel Time (s) 13.5 16.3 19.5 14.2 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles (%} 0% 1% 0% 1% 1% 0% 2% 0% 3% 6% 0% 2% Adj. Flow (vph) 50 599 29 159 715 10 61 65 86 19 104 57 Shared Lane Traffic (%) Lane Group Flow (vph) 50 628 0 159 725 0 61 65 86 19 161 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 2 1 1 2 Detector Template Left Thru Left Thru Left Thru Right Left Thru Leading Detector (ft) 20 100 20 100 20 100 20 20 100 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 20 20 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type CI+Ex CI+Ex CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+ov pm+pt NA Protected Phases 7 4 3 8 5 2 3 1 6 1C/2112024 Synchro 11 Report V3 Companies Page 4 Costco Wholesale, Yorkville, IL 2024 Existing Traffic Volumes 7: McHugh Rd & Veterans Pkw US 34 Timing Plan: Weekday PM Peak --1' ---* *- t 4/ Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 4 8 2 2 6 Detector Phase 7 4 3 8 5 2 3 1 6 Switch Phase Minimum Initial (s) 5.0 50 5,0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 24.0 9.5 24.0 9.5 24.0 9.5 10.5 24.0 Total Split (s) 25.0 550 25.0 55.0 15.0 25.0 25.0 15.0 25.0 Total Split (%) 20.8% 45.8% 20.8°% 45.8% 12.5% 20.8% 20.8% 12.5% 20.8% Maximum Green (s) 21.5 49.0 21.5 49.0 11.5 19.0 21.5 11.5 19.0 Yellow Time (s) 3.5 4.0 3.5 4.0 3.5 4.0 3.5 3.5 4.0 All -Red Time (s) 0.0 2.0 0.0 2.0 0.0 2.0 0,0 0.0 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 Last Time (s) 3.5 6.0 3.5 6.0 3.5 6.0 3.5 3.5 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Max None C-Max None Max None None Max Walk Time (s) 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 Pedestrian Calls (#Ohr) 0 0 0 0 Act Effct Green (s) 69,9 60.7 762 65.6 36.3 29.6 45.4 31.8 23.9 Actuated g/C Ratio 0.58 0.51 0.64 0.55 0.30 0.25 0.38 0.26 0.20 vic Ratio 0.11 0.35 0.32 0.37 0.18 0.14 0.13 0.05 0.43 Control Delay 9.0 18.6 10.6 16.2 31.6 38.7 6.2 30.1 42.6 Queue Delay 0.0 0.0 0.0 0.0 D.0 00 0.0 0.0 0.0 Total Delay 9.0 18.6 10.6 16.2 31.6 38.7 6.2 30.1 42.6 LOS A B B B C D A C D Approach Delay 17.9 15.2 23.5 41.3 Approach LOS B B C D 90th %ile Green (s) 8.0 58.0 12.5 62.5 11.3 22.5 12.5 8.0 19.2 90th %ile Term Code Gap Coord Gap Coord Gap MaxR Gap Gap MaxR 70th %ile Green (s) 7.2 59.7 10.8 63.3 9.6 23.5 10.8 7.0 20.9 70th %ile Term Code Gap Coord Gap Coord Gap MaxR Gap Gap MaxR 50th %ile Green (s) 6.7 60.8 9.7 63.8 8.4 34.0 9.7 0.0 22.1 50th %ile Term Code Gap Coord Gap Coord Gap MaxR Gap Skip MaxR 30th %ile Green (s) 6.2 61.8 8.7 64.3 7.3 34.0 8.7 0.0 23.2 30th %ile Term Code Gap Coord Gap Coord Gap MaxR Gap Skip MaxR 10th %ile Green (s) 0.0 63.3 7.2 74.0 0.0 34.0 7.2 0.0 34.0 10th %ile Term Code Skip Coord Gap Coord Skip MaxR Gap Skip MaxR Queue Length 50th (ft) 13 146 46 159 34 37 0 10 98 Queue Length 95th (ft) 28 199 73 191 68 84 35 29 174 Internal Link Dist (ft) 812 993 776 647 Turn Bay Length (ft) 180 180 110 110 245 Base Capacity(vph) 622 1799 611 1950 363 468 791 419 371 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 v1c Ratio 0.08 0.35 0.26 0.37 0.17 0.14 0.11 0.05 0.43 Intersection Summary 10/2112024 Synchro11 Report V3 Companies Page 5 Costco Wholesale, Yorkville, IL 2024 Existing Traffic Volumes 7: McHugh Rd & Veterans Pk US 34 Timing Plan: Weekday PM Peak Area Type: Other Cycle Length: 12C Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBTL, Start of Green Natural Cycle: 70 Control Type: Actuated -Coordinated Maximum vlc patio: 0.43 Intersection Signal Delay: 19.4 Intersection LOS: B Intersection Capacity Utilization 54.0% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 7: McHugh Rd & Veterans Pkwy (US 34) 11* 01 t02 03 —004 I � 1012112024 Synchro 11 Report V3 Companies Page 6 Costco Wholesale, Yorkville, IL 2024 Existing Traffic Volumes 1: McHugh Rd & Countryside Pkwy Timing Plan: Weekday PM Peak Intersection Intersection Delay, slveh 9.6 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 0 tT T 1� Traffic Vol, vehlh 70 69 57 33 96 38 29 83 5 6 80 39 Future Vol, vehlh 70 69 57 33 96 38 29 83 5 6 80 39 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Heavy Vehicles, % 0 0 0 0 1 0 0 0 0 0 0 0 Mvmt Flow 79 78 64 37 108 43 33 93 6 7 90 44 Number of Lanes 1 2 0 1 2 0 1 1 0 1 1 0 A EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 3 3 2 2 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 2 2 3 3 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 2 2 3 3 HCM Control Delay 9.4 9.3 9.9 101 HCM LOS A A A B Lane NBLn1 NBLn2 EBLn1 EBLn2 EBLn3 WBLn1 WBLn2 WBLn3 SBLn1 SBLn2 Vol Left, % 100% �0% 100% 0% 0% 100% 0% 0% 100% 0% Vol Thru, % 0% 94% 0% 100% 29% 0% 100°% 46% 0% 67% Vol Right, % 0% 6% 0% 0% 71% 0% 0% 54% 0% 33% Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 29 88 70 46 80 33 64 70 6 119 LT Vol 29 0 70 0 0 33 0 0 6 0 Through Vol 0 83 0 46 23 0 64 32 0 80 RT Vol 0 5 0 0 57 0 0 38 0 39 Lane Flow Rate 33 99 79 52 90 37 72 79 7 134 Geometry Grp 6 6 6 6 6 6 6 6 6 6 Degree of Util (X) 0.059 0.164 0.139 0.084 0.133 0.066 0.118 0.121 0.012 0.214 Departure Headway (Hd) 6.514 5,973 6.349 5.844 5.341 6.417 5.93 5.529 6.503 5.773 Convergence, YIN Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Cap 551 601 566 614 672 559 605 649 551 623 Service Time 4.241 3.701 4.073 3.569 3.065 4.143 3.656 3.255 4.231 3.501 HCM Lane VIC Ratio 0.06 0.165 0.14 0.085 0.134 0.066 0.119 0.122 0.013 0.215 HCM Control Delay 9.7 9.9 10.1 9.1 8.9 9.6 9.5 9 9.3 1C.1 HCM Lane LOS A A B A A A A A A B HCM 95th-tile Q 0.2 0.6 0.5 0.3 0.5 0.2 0.4 0.4 0 0.8 10/21/2024 Synchro 11 Report V3 Companies Page 1 Costco Wholesale, Yorkville, IL 2024 Existing Traffic Volumes 2: Countryside Pkwy & Crimson Ln Timing Plan: Weekday PM Peak Int Delay, slveh 1 EBL E Lane Configurations ) tt tT+ Traffic Vol, vehlh 7 79 96 4 8 9 Future Vol, vehlh 7 79 96 4 8 9 Conflicting Peds, #Ihr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None None - None Storage Length 150 - 100 0 Veh in Median Storage, # - 0 0 0 - Grade, % - 0 0 0 - Peak Hour Factor 82 82 82 82 82 82 Heavy Vehicles, % 0 1 2 0 0 0 Mvmt Flow 9 96 117 5 10 11 Major/Minor Ma'or1 Ma'or2 Minor2 Conflicting Flow All 122 0 0 186 61 Stage 1 - - - 120 - Stage 2 - 66 - Cdfical Hdwy 4.1 - 6.8 6.9 Critical Hdwy Stg 1 - 5.8 - Critical Hdwy Stg 2 - - 5.8 - Follow-up Hdwy 2.2 3.5 3.3 Pot Cap-1 Maneuver 1478 791 998 Stage 1 - 898 - Stage 2 - - 955 - Platoon blocked, % Mov Cap-1 Maneuver 1478 - 786 998 Mov Cap-2 Maneuver - 786 - Stage 1 - - 893 Stage 2 955 Approach EB WB 88 HCM Control Delay, s 0.6 0 9.1 HCM LOS A Minor Laneftior Mvmt EBL EBT WBT WBR SBLn9 SBLn2 Capacity (veft) 1478 - - 786 998 HCM Lane VIC Ratio 0.006 0.012 0.011 HCM Control Delay (s) 7.5 - - 9.6 8.6 HCM Lane LOS A A A HCM 95th °/ati€e Q(veh) 0 - - 0 0 10/21/2024 Synchro 11 Report V3 Companies Page 1 Costco Wholesale, Yorkville, IL 2024 Existing Traffic Volumes 6: Veterans Pk US 34 & Tuma Rd Timing Plan: Weekday PM Peak Intersection Int Delay, slveh MW 1.5 NWL NWR NET NER SWL SWT Lane Configurations y +I+ ) tt Traffic Vol, vehlh 31 51 669 11 55 844 Future Vol, veh/h 31 51 669 11 55 844 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None None - None Storage Length 0 275 - Veh in Median Storage, # 0 0 - 0 Grade, % 0 0 - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 0 1 0 0 1 Mvmt Flow 34 55 727 12 60 917 Ma'orlMinor Minorl Ma'orl Ma'or2 Conflicting Flow All 1312 370 0 0 739 0 Stage 1 733 - - - - - Stage 2 579 - - Critical Hdwy 6.8 6.9 4.1 Critical Hdwy Stg 1 5.8 - - Critical Hdwy Stg 2 5.8 - - Follow-up Hdwy 3.5 33 2.2 Pot Cap-1 Maneuver 153 633 876 Stage 1 442 - - Stage 2 529 - - Platoon blocked, % Mov Cap-1 Maneuver 143 633 876 Mov Cap-2 Maneuver 143 - - Stage 1 442 - - - Stage 2 493 - �pproach NW NE SW HCM Control Delay, s 24.1 0 0.6 HCM LOS C Minor Lane/Major Mvmt NET NERNWLn1 SWL SWT Capacity (veh/h) 276 876 HCM Lane V/C Ratio 0.323 O.C68 HCM Control Delay (s) 24.1 9.4 HCM Lane LOS C A HCM 95th %tile Q(veh) - 1.4 0.2 10121/2024 Synchro 11 Report V3 Companies Page 2 Costco Wholesale, Yorkville, IL 2024 Existing Traffic Volumes 5: Veterans Pkw US 34 & Countryside Pkwy Timing Plan: Saturday MD Peak Lane Group_SBL SBR NEL NET SWT SWR Lane Configurations r tt tt r Traffic Volume (vph) 73 11 18 632 558 85 Future Volume (vph) 73 11 18 632 558 85 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 200 0 180 250 Storage Lanes 0 1 1 1 Taper Length (ft) 25 160 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1787 1615 1805 3574 3574 1538 Flt Permitted 0.950 0.406 Satd. Flow (perm) 1787 1615 771 3574 3574 1538 Right Turn on Red Yes Yes Satd. Flow (RTOR) 12 89 Link Speed (mph) 40 45 45 Link Distance (ft) 1242 771 839 Travel Time (s) 21.2 11.7 12.7 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 1 % 0% 0% 1% 1 % 5% Adj. Flow (vph) 77 12 19 665 587 89 Shared Lane Traffic (%) Lane Group Flow (vph) 77 12 19 665 587 89 Enter Blocked Intersection No No No No No No _ Lane Alignment Left Right Left Left Left Right Median Width(ft) 32 12 12 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16' Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 Number of Detectors 1 1 1 2 2 1 Detector Template Left Right Left Thru Thru Right Leading Detector (ft) 20 20 20 100 100 r.. �. Trailing Detector (ft) 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 4 Detector 1 Size(ft) 20 20 20 6 6 20 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 OA 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 Detector 2 Size(ft) 6 6 Detector 2 Type CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 Turn Type Prot Perm pm+pt NA NA pm+ov Protected Phases 6 7 4 8 6 10121/2024 Synchro 11 Report V3 Companies Page 1 Costco Wholesale, Yorkville, IL 2024 Existing Traffic Volumes 5: Veterans Pkw US 34 & Countryside Pkwy Timing Plan: Saturday MD Peak Lane Group SIBL SBR NEL NET SWT SWR Permitted Phases 6 4 8 Detector Phase 6 6 7 4 8 6 Switch Phase Minimum Initial (s) 5.0 5.0 5,0 5.0 5.0 5.0 Minimum Split (s) 20.0 20.0 9.5 24.0 24.0 20.0 Total Split (s) 20.0 20.0 13.0 80.0 67.0 20.0 Total Split (%) 20.0% 20.0% 13.0% 80.0% 67.0% 20.0% Maximum Green (s) 14.0 14.0 9.5 74.0 61.0 14.0 Yellow Time (s) 4.0 4.0 3.5 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 0.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 H 3.5 6.0 6.0 6.0 LeadlLag Lead -Lag Optimize? Vehicle Extension (s) Recall Mode Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (9/hr) Act Effct Green (s) Actuated g/C Ratio vlc Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS 90th %ile Green (s) 90th %Ile Term Code 70th %ile Green (s) 70th %Ile Term Code 50th %ile Green (s) 50th %Ile Term Code 30th %Ile Green (s) 30th %ile Term Code 10th °/Wile Green (s) 10th %Ile Term Code 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 vlc Ratio lot erwction Summary 3.0 Max 14.0 0.14 0.31 42.4 0.0 42.4 D 39.3 D 14.0 MaxR 14.0 MaxR 14,0 MaxR 14.0 MaxR 14.0 MaxR 45 90 1162 200 250 0 0 0 0.31 None Lead Yes 3.0 3.0 3.0 A 14.0 6.2 74.0 MaxR Gap Coord 14.0 5.9 74.0 MaxR Gap Coord 14.0 0.0 74.0 MaxR Skip Coord 14.0 0.0 74.0 MaxR Skip Coord 14.0 0.0 74.0 MaxR Skip Coord 0 1 15 16 m2 25 691 Lag Yes 3.0 C-Max 7.0 11.0 0 702 0.70 0.23 6.1 0.0 6.1 A 5.4 A 64.3 Coord 64.6 Coord 74,0 Coord 74.0 Coord 74.0 Coord 51 101 759 3.0 Max 93.8 0.94 0.06 0A 0.0 0.4 A 14.0 MaxR 14.0 MaxR 14.0 MaxR 14.0 MaxR 14.0 MaxR 0 5 180 250 236 688 2644 2508 1448 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.05 0.03 0.25 0.23 0.06 10/21/2024 Synchro 11 Report V3 Companies Page 2 Lag Yes 3.0 C-Max 7.0 11.0 0 702 0.70 0.23 6.1 0.0 6.1 A 5.4 A 64.3 Coord 64.6 Coord 74,0 Coord 74.0 Coord 74.0 Coord 51 101 759 3.0 Max 93.8 0.94 0.06 0A 0.0 0.4 A 14.0 MaxR 14.0 MaxR 14.0 MaxR 14.0 MaxR 14.0 MaxR 0 5 180 250 236 688 2644 2508 1448 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.05 0.03 0.25 0.23 0.06 10/21/2024 Synchro 11 Report V3 Companies Page 2 10/21/2024 Synchro 11 Report V3 Companies Page 2 Costco Wholesale, Yorkville, IL 2024 Existing Traffic Volumes 5: Veterans Pk US 34 & Countryside Pkwy Timing Plan: Saturday MD Peak Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 4:NETL and 8:SWT. Start of Green Natural Cycle: 55 Control Type: Actuated -Coordinated Maximum vlc Ratio: 0.31 Intersection Signal Delay: 5.6 Intersection LOS: A Intersection Capacity Utilization 31.6% ICU Level of Service A Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 5: Veterans Pkwy (US 34) & Countryside Pkwy 'Z*06 /04 '�07 08 10/21/2024 Synchro I Report V3 Companies Page 3 Costco Wholesale, Yorkville, IL 2024 Existing Traffic Volumes 7: McHugh Rd & Veterans Pkwy (US 34) Timing Plan: Saturday MD Peak 4-- Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tip tt Vi t r '� T Traffic Volume (vph) 61 572 19 99 454 9 36 33 61 18 52 51 Future Volume (vph) 61 572 19 99 454 9 36 33 61 18 52 51 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 180 0 180 0 110 110 245 0 Storage Lanes 1 0 1 0 1 1 1 0 Taper Length (ft) 170 180 105 150 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 Frt 0.995 0.997 0.850 0.926 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 3592 0 1805 3564 0 1805 1900 1568 1805 1759 0 FIt Permitted 0.461 0.328 0.646 0.735 Said. Flow (perm) 859 3592 0 623 3564 0 1227 1900 1568 1396 1759 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 4 2 71 44 Link Speed (mph) 45 45 30 35 Link Distance (ft) 892 1073 856 727 Travel Time (s) 13.5 16.3 19.5 14.2 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles (°/o) 2% 0% 0% 0% 1 % 0% 0% 0% 3% 0% 0% 0% Adj. Flow (vph) 64 596 20 103 473 9 38 34 64 19 54 53 Shared Lane Traffic (%) Lane Group Row (vph) 64 616 0 103 482 0 38 34 64 19 107 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 2 1 1 2 Detector Template Left Thru Left Thru Left Thru Right Left Thru Leading Detector (ft) 20 100 20 100 20 100 20 20 100 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 20 20 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 B 6 Detector 2 Type CI+Ex CI+Ex CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+ov pm+pt NA Protected Phases 7 4 3 8 5 2 3 1 6 10/21/2024 Synchro 11 Report V3 Companies Page 4 Costco Wholesale, Yorkville, IL 2024 Existing Traffic Volumes 7: McHugh Rd & Veterans Pkw US 34 Timing Plan: Saturday MD Peak --*, *- 4" Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 4 8 2 2 6 . Detector Phase 7 4 3 8 5 2 3 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9,5 24.0 9.5 24.0 9.5 24.0 9,5 10.5 24.0 Total Split (s) 20.0 40.0 20.0 40.0 15.0 25.0 20.0 15.0 25.0 Total Split (%) 20.0% 40.0% 20.0% 40,0% 15.0% 25.0% 20.0% 15,0% 25.0% Maximum Green (s) 16.5 34.0 16.5 340 11.5 19.0 16.5 11.5 19.0 Yellow Time (s) 3.5 4.0 3.5 4.0 3.5 4.0 3.5 3.5 4.0 All -Red Time (s) 0.0 2.0 0.0 2.0 0.0 2.0 0.0 0.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 U 0.0 0.0 0.0 0.0 0,0 Total Lost Time (s) 3.5 6.0 3.5 6.0 3.5 6.0 3.5 3.5 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Max None C-Max None Max None None Max Walk Time (s) 7.0 7.0 7.0 _ 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 Pedestrian Calls (#lhr) 0 0 0 0 Act Efct Green (s) 52.0 42.4 54.6 45.2 35.5 29.8 43.9 33.8 27.3 Actuated g/C Ratio 0.52 0.42 0.55 0.45 0.36 0.30 0.44 0.34 0.27 v/c Ratio 0.13 0.40 0.24 0.30 0.08 0.06 0.09 0.04 0.21 Control Delay 10.6 21.2 12.4 18.4 21.2 28.3 4.6 20,8 20.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 10.6 21.2 12.4 18.4 21.2 28.3 4.6 20.8 20.3 LOS B C B B C C A C C Approach Delay 20.2 17.3 15.2 20.3 Approach LOS C B B C 90th %ile Green (s) 8.8 40.2 10.3 41.7 8.6 23.1 10.3 7.4 21.9 90th %ile Term Code Gap Coord Gap Coord Gap MaxR Gap Gap MaxR 70th %ile Green (s) 7.8 41.5 9,0 42.7 7.5 23.9 9.0 6.6 23.0 70th %ile Term Code Gap Coord Gap Coord Gap MaxR Gap Gap MaxR 50th %ile Green (s) 7.1 42.4 8.1 43.4 6.8 34.0 81 0.0 23.7 50th %ile Term Code Gap Coord Gap Coord Gap MaxR Gap Skip MaxR 30th %ile Green (s) 6.4 43.3 7.2 44.1 0.0 34.0 7.2 0.0 34.0 30th %ile Term Code Gap Coord Gap Coord Skip MaxR Gap Skip MaxR 10th %ile Green (s) 0.0 44.4 6,1'54.0 0.0 34,0 6.1 0.0 34.0 10th %ile Term Code Skip Coord Gap Coord Skip MaxR Gap Skip MaxR Queue Length 50th (ft) 17 139 28 97 _16 14 0 8 32 Queue Length 95th (ft) 36 193 57 132 37 43 23 23 79 Internal Link Dist (ft) 812 90 776 647 Turn Bay Length (ft) 180 180 110 110 245 Base Capacity(vph) 635 1524 547 1611 514 566 853 554 512 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 0.10 0,40 0.19 0.30 0.07 0.06 0.08 0.03 0.21 a Intersection Summary 10/21/2024 Synchro11 Report V3 Companies Page 5 Costco Wholesale, Yorkville, IL 2024 Existing Traffic Volumes 7: McHugh Rd & Veterans Pkwy (US 34) Timing Plan: Saturday MD Peak Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:W8TL, Start of Green Natural Cycle: 70 Control Type: Actuated -Coordinated Maximum vlc Ratio: 0.40 Intersection Signal Delay 18.7 Intersection LOS: B Intersection Capacity Utilization 43.9% ICU Level of Service A Analysis Period (min) 15 Splits and Phases. 7: McHugh Rd & Veterans Pkwy (US 34) 11* 01 t02 .3 �34 Ft1 10/21/2024 Synchro 11 Report V3 Companies Page 6 Costco Wholesale, Yorkville, IL 2024 Existing Traffic Volumes 1: McHugh Rd & Countryside Pkwy Timing Plan: Saturday MD Peak Intersection Intersection Delay, slveh 8.9 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR. Lane Configurations tT+ I tT Traffic Vol, vehlh 54 74 53 26 102 26 37 64 1 9 44 19 Future Vol, veh/h 54 74 53 26 102 26 37 64 1 9 44 19 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 0 0 0 0 1 4 0 2 0 0 0 0 Mvmt Flow 59 80 58 28 111 28 40 70 1 10 48 21 Number of Lanes 1 2 0 1 2 0 1 1 0 1 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 3 3 2 2 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 2 2 3 3 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 2 2 3 3 HCM Control Delay 8.8 8.8 9.2 8.9 HCM LOS A A A A Lane NBLni NBLn2 EBLn1 EBLn2 EBLn3 WBLn1 WBLn2 WBLn3 SBLn1 SBLn2 Vol Left, % 100% 0% 100% 0% 0% 100% 0% 0% 100% 0% Vol Thru, % 0% 98% 0% 100% 32% 0% 100% 57% 0% 70% Vol Right, % 0% 2% 0% 0% 68% 0% 0% 43% 0% 30% Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 37 65 54 49 78 26 68 60 9 63 LT Vol 37 0 54 0 0 26 0 0 9 0 Through Vol 0 64 0 49 25 0 68 34 0 44 RT Vol 0 1 0 0 53 0 0 26 0 19 _ Lane Flow Rate 40 71 59 54 84 28 74 65 10 68 Geometry Grp 6 6 6 6 6 6 6 6 6 6 Degree of Util (X) 0,068 0.111 0.097 0,081 0.116 0.047 0.113 0.095 0.017 0.104 Departure Headway (Hd) 6.116 5,639 5.928 5.425 4.945 5.98 5.494 5.241 6.197 5.485 Convergence, YIN Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Cap 5B2 631 601 656 719 595 648 679 574 648 Service Time 3.892 3.415 3.696 3.193 2.712 3,749 3.263 3.009 3.978 3,266 HCM Lane Vt Ratio 0.069 0.113 0.098 0.082 0,117 0.047 0.114 0.096 0.017 0.105 HCM Control Delay 9.3 9.1 9.3 8.7 8.4 9 9 8.6 9.1 8.9 HCM Lane LOS A A A....;A, _. A.,_., __ A A A A A HCM 95th-tile Q 0.2 0.4 0.3 0.3 0.4 0.1 0.4 0.3 0.1 0.3 10/21/2024 Synchro 11 Report V3 Companies Page 1 Costco Wholesale, Yorkville, IL 2024 Existing Traffic Volumes 2: Countryside Pkwy & Crimson Ln Tlming Plan: Saturday MD Peak Int Delay, slveh 0 Lane Configurations I Tip ffI� 'j F Traffic Vol, vehlh 1 84 102 0 0 0 Future Vol, vehlh 1 84 102 0 0 0 Conflicting Peds, #Ihr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None None - None Storage Length 150 - 100 0 Veh in Median Storage, # - 0 0 0 - Grade, % - 0 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 0 0 3 0 0 0 Mvmt Flow 1 99 120 0 0 0 Major/Minor Ma'orl Ma'or2 Minor2 Conflicting Flow All 120 0 0 172 60 Stage 1 - - - 120 - Stage 2 - 52 - Critical Hdwy 4.1 - 6.8 6.9 Critical Hdwy Stg 1 - 58 - Critical Hdwy Stg 2 - - - 5.8 - Follow-up Hdwy 2.2 3.5 3.3 Pot Cap-1 Maneuver 1480 - 807 999 Stage 1 - 898 - Stage 2 - - 970 - Platoon blocked, % Mov Cap-1 Maneuver 1480 - - 806 999 Mov Gap-2 Maneuver - 806 - Stage 1 - - - 897 - Stage 2 970 - Approach ES WB SIB HCM Control Delay, s 0.1 0 0 HCM LOS A Minor LanelMajor Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (vehlh) 1480 HCM Lane VIC Ratio 0.001 HCM Control Delay (s) 7.4 - 0 0 HCM Lane LOS A A A HCM 95th %tile Q(veh) 0 - - 10121/2024 Synchro 11 Report V3 Companies Page 1 Costco Wholesale, Yorkville, IL 2024 Existing Traffic Volumes 6: Veterans Pkw US 34 & Tuma Rd Timing Plan! Saturday MD Peak Int Delay, slveh 0.9 WL NWR Xt NER S Lane Configurations y tip ) t+ Traffic Vol, vehlh 20 34 619 34 33 536 Future Vol, vehlh 20 34 619 34 33 536 Conflicting Peds, #Ihr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None None - None Storage Length 0 275 - Veh in Median Storage, # 0 0 - 0 Grade, % 0 0 - 0 Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicfes, % 5 0 1 0 0 1 Mvmt Flow 22 37 666 37 35 576 Major/Minor Minorl Majorl Major2 Conflicting Flow All 1043 352 0 0 703 0 Stage 1 685 - - - - - Stage 2 358 - - Critical Hdwy 6.9 6.9 - 4.1 Critical Hdwy Stg 1 5.9 - - Critical Hdwy Stg 2 5.9 - - - Follow-up Hdwy 3.55 3.3 2.2 Pot Cap-1 Maneuver 220 650 - 904 Stage 1 454 - - Stage 2 669 - - - - Platoon blocked, Mov Cap-1 Maneuver 211 650 - - 904 - Mov Cap-2 Maneuver 211 - - Stage 1 454 - - Stage 2 643 Approach NW NE SW HCM Control Delay, s 16.6 0 0.5 HCM LOS C Minor LanelMaior Mvmt NET NERNWLn1 SWL SWr Capacity (vehlh) 367 904 - HCM Lane VIC Ratio 0.158 0.039 - HCM Control Delay (s) - 16.6 9.1 - HCM Lane LOS C A - HCM 95th °/stile Q(veh) 0.6 0.1 - 10/2112024 Synchro 11 Report V3 Companies Page 2 APPENDIX F CAPACITY ANALYSIS WORKSHEETS 2031 BACKGROUND Costco Wholesale, Yorkville, IL 2031 Background Traffic Volumes 5: Veterans Pkw US 34 & Countryside Pkwy Timing Plan: Weekday AM Peak Lane Group SBL SBR NEL NET SWT SWR Lane Configurations Vi r tt tt r Traffic Volume (vph) 65 2 16 776 455 85 Future Volume (vph) 65 2 16 776 455 85 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 200 0 180 250 Storage Lanes 0 1 1 1 Taper Length (ft) 25 160 Lane Util. Factor 1.00 1,00 1.00 0.95 0.95 1.00 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1736 1615 1805 3539 3374 1568 Flt Permitted 0.950 0,458 Satd. Flow (perm) 1736 1615 870 3539 3374 1568 Right Turn on Red Yes Yes Satd. Flow (RTOR) 2 89 Link Speed (mph) 40 45 45 Link Distance (ft) 1242 771 839 Travel Time (s) 21.2 11.7 12.7 Peak Flour Factor 0.95 0.95 0.95 0.95 0.95 095 Heavy Vehicles (%) 4% 0% 0% 2% 7% 3% Adj. Flow (vph) 68 2 17 817 479 89 Shared Lane Traffic (%) Lane Group Flow (vph) 68 2 17 817 479 89 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 32 12 12 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 Number of Detectors 1 1 1 2 2 1 Detector Template Left Right Left Thru Thru Right Leading Detector (ft) 20 20 20 100 100 20 Trailing Detector (ft) 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 Detector 1 &ze(ft) 20 20 20 6 6 20 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0,0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 Detector 2 Size(ft) 6 6 Detector 2 Type CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 Turn Type Prot Perm pm+pt NA NA pm+ov Protected Phases 6 7 4 8 6 12/26/2024 Synchro 11 Report V3 Companies Page 1 Costco Wholesale, Yorkville, IL 2031 Background Traffic Volumes 5: Veterans Pkw US 34 & Countryside Pkwy Timing Plan: Weekday AM Peak Lane Groue SBL SBR NEL NET SWT SWR Permitted Phases 6 4 8 Detector Phase 6 6 7 4 6 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 20.0 20.0 9.5 24,0 24.0 20A Total Split (s) 20.0 20.0 13.0 90.0 77.0 20.0 Total Split (%) 18.2% 18.2% 11.8% 81.8% 70.0% 18.2% Maximum Green (s) 14.0 14.0 9.5 84.0 71.0 14.0 Yellow Time (s) 4.0 4.0 3.5 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 0.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0,0 Total Lost Time (s) 6.0 6.0 3.5 6.0 6.0 6.0 Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode Max Max None C-Max C-Max Max Walk Time (s) 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 Pedestrian Calls (#!hr) 0 0 Act Eftct Green (s) 14.0 14.0 86.5 84.0 80.2 103.8 Actuated g/C Ratio 0.13 0.13 0.79 0.76 0.73 0.94 vlc Ratio 0 31 0.01 0.02 0.30 0.19 0.06 Control Delay 47.9 29.5 1.6 2.6 5.4 0.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 47.9 29.5 1.6 2.6 5.4 0.3 LOS D C A A A A Approach Delay 47.4 2.5 4.6 Approach LOS D A A 90th %ile Green (s) 14.0 14.0 61 84.0 74.4 14.0 90th %ile Term Code MaxR MaxR Gap Coord Coord MaxR 70th %ile Green (s) 14.0 14,0 5.8 84.0 74.7 14.0 70th %ile Term Code MaxR MaxR Gap Coord Coord MaxR 50th %ile Green (s) 14.0 14.0 0.0 84.0 84.0 14.0 50th %ile Term Code MaxR MaxR Skip Coord Coord MaxR 30th %ile Green (s) 14.0 14.0 0.0 84.0 84.0 14.0 30th %ile Term Code MaxR MaxR Skip Coord Coord MaxR 10th %ile Green (s) 14.0 14.0 0.0 84.0 84.0 14.0 10th %ile Term Code MaxR MaxR Skip Coord Coord MaxR Queue Length 50th (ft) 44 0 1 36 41 0 Queue Length 95th (ft) 89 8 m3 40 81 5 Intemal Link Dist (ft) 1162 691 759 Turn Bay Length (ft) 200 180 250 Base Capacity(vph) 220 207 764 2702 2460 1485 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.31 0.01 0.02 0.30 0.19 0.06 Intersection Summa 12/26/2024 Synchro 11 Report V3 Companies Page 2 Costco Wholesale, Yorkville, IL 2031 Background Traffic Volumes 5: Veterans Pkw US 34 & Countryside Pkwy Timing Plan: Weekday AM Peak Area Type: Other Cycle Length: 110 Actuated Cycle Length: 110 Offset: 0 (0%), Referenced to phase 4:NETL and 8:SWT, Start of Green Natural Cycle: 55 Control Type: Actuated -Coordinated Maximum vlc Ratio: 0.31 Intersection Signal delay: 5.5 intersection LOS: A Intersection Capacity Utilization 35.6% ICU Level of Service A Analysis Period (min) 15 m Volume for 85th percentile queue is metered by upstream signal. Splits and Phases: 5: Veterans Pkwy (US 34) & Countryside Pkwy 14F06 07 �$ 12126/2024 Synchro 11 Report V3 Companies Page 3 Costco Wholesale, Yorkville, IL 2031 Background Traffic Volumes 7: McHugh Rd & Veterans Pkw US 34 Timing Plan: Weekday AM Peak - � t � Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT ' 'SBR Lane Configurations Vi tT fl� Vi t r T Traffic Volume (vph) 41 642 20 70 378 3 18 45 119 4 43 34 Future Volume (vph) 41 642 20 70 378 3 18 45 119 4 43 34 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 180 0 180 0 110 110 245 0 Storage Lanes 1 0 1 0 1 1 1 0 Taper Length (ft) 170 180 105 150 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 Frt 0.995 0.999 0.850 0 934 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1805 3453 0 1671 3404 0 1456 1810 1583 1805 1683 0 Flt Permitted 0.507 0,312 0.649 0.725 Satd. Flow (perm) 963 3453 0 549 3404 0 994 1810 1583 1377 1683 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 4 1 131 29 Link Speed (mph) 45 45 30 35 Link Distance (ft) 892 1073 856 727 Travel Time (s) 13.5 16.3 19.5 14.2 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles (°/a) 0% 3% 37% 8% 6% 0% 24% 5% 2% 0% 5% 6% Adj. Flow (vph) 45 705 22 77 415 3 20 49 131 4 47 37 Shared Lane Traffic (%) Lane Group Flow (vph) 45 727 0 77 418 0 20 49 131 4 84 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 2 1 1 2 Detector Template Left Thru Left Thru Left Thru Right Left Thru Leading Detector (ft) 20 100 20 100 20 100 20 20 100 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 20 20 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 U 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0 0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type CI+Ex CI+Ex CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+ov pm+pt NA Protected Phases 7 4 3 8 5 2 3 1 6 12/26/2024 Synchro 11 Report V3 Companies Page 4 Costco Wholesale, Yorkville, IL 2031 Background Traffic Volumes 7: McHugh Rd & Veterans Pkw US 34 Timing Plan: Weekday AM Peak Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR _SBL SBT SBR Permitted Phases 4 8 2 2 6 Detector Phase 7 4 3 8 5 2 3 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 24.0 9.5 24.0 9.5 24.0 9.5 10.5 24.0 Total Split (s) 19.0 58.0 19.0 58,0 14.0 19.0 19.0 14.0 190 Total Split (%) 17.3% 52.7% 17.3% 52.7% 12.7% 17.3% 17.3% 12.7°% 17.3% Maximum Green (s) 15.5 52.0 15.5 52.0 10,5 13.0 15.5 10.5 130 Yellow Time (s) 3.5 4.0 3.5 4.0 3.5 4.0 3.5 3.5 4.0 Ali -Red Time (s) 0.0 2.0 0.0 2.0 0.0 2.0 0.0 0.0 2.0 Lost Time Adjust (s) 0.0 0,0 0.0 0.0 0.0 H 0.0 0,0 0.0 Total Lost Time (s) 3.5 6.0 3.5 6.0 3.5 6,0 3.5 3.5 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3,0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Max None C-Max None Max None None Max Walk Time (s) 7.0 7.0 7,0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 Pedestrian Calls (#Ihr) 0 0 0 0 Act Effct Green (s) 692 603 71.4 62.9 29.2 250 38.3 27.4 22.4 Actuated gIC Ratio 0.63 0.55 0.65 0.57 0.27 0.23 0.35 0.25 0.20 vlc Ratio 0.07 0.38 0.18 0.21 0.07 0.12 0.21 0.01 0.23 Control Delay 6.6 15.0 7.6 12.0 30.7 36.6 5.6 29.8 28.9 Queue Delay 0.0 0.0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 6.6 15.0 7.6 12.0 30.7 36.6 5.6 29,8 28.9 LOS A B A B C D A C C Approach Delay 14.5 11.3 15.7 29.0 Approach LOS B B B C 90th %ile Green (s) 7.5 58.7 8.8 60.0 8.5 17.2 8.8 6.3 15.0 90th %ile Term Code Gap Coord Gap Coord Gap Ped Gap Gap Ped 70th %ile Green (s) 6.8 59.7 7.8 60.7 7.3 27.0 7.8 0.0 16.2 70th %ile Term Code Gap Coord Gap Coord Gap MaxR Gap Skip Ped 50th %ile Green (s) 64 60.3 7.2 61.1 OA 27.0 7.2 0.0 27.0 50th %ile Term Code Gap Coord Gap Coord Skip MaxR Gap Skip MaxR 30th %ile Green (s) 6.0 60,9 6.6 61.5 0.0 27.0 6.6 0.0 27.0 30th %ile Term Code Gap Coord Gap Coord Skip MaxR Gap Skip MaxR 10th %ile Green (s) 0.0 61.8 5.7 71.0 0.0 27.0 5.7 0.0 27.0 10th %ile Term Code Skip Coord Gap Coord Skip MaxR Gap Skip MaxR Queue Length 50th (ft) 10 146 17 72 10 27 0 2 30 Queue Length 95th (ft) 22 195 33 94 30 66 44 11 83 Internal Link Dist (ft) 812 993 776 647 Turn Bay Length (ft) 180 180 110 110 245 Base Capacity (vph) 762 1893 524 1945 310 412 745 405 366 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 0.06 0.38 0.15 0.21 0.06 0.12 0.18 0.01 0.23 l.nterw0on Summary 12/26/2024 Synchro11 Report V3 Companies Page 5 Costco Wholesale, Yorkville, IL 2031 Background Traffic Volumes 7: McHugh Rd & Veterans PkW US 34 Timing Plan: Weekday AM Peak Area Type: Other Cycle Length: 110 Actuated Cycle Length: 110 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBTL, Start of Green Natural Cycle: 70 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.38 Intersection Signal Delay: 14.5 Intersection LOS: 3 Intersection Capacity Utilization 43.5% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 7: McHugh Rd & Veterans Pkwy (US 34) 0 1 102 3 --10'04 R1 05 l ■ 06 ly � 07 08 12/26/2024 Synchro 11 Report V3 Companies Page 6 Costco Wholesale, Yorkville, IL 2031 Background Traffic Volumes 1: McHugh Rd & Countryside Pkwy Timing Plan: Weekday AM Peak Intersection Intersection Delay, slveh 9.2 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tT+ tT+ Vi T T Traffic Vol, vehlh 55 39 13 13 63 25 13 64 12 3 56 34 Future Vol, vehlh 55 39 13 13 63 25 13 64 12 3 56 34 Peak Hour Factor 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 Heavy Vehicies, % 2 0 8 0 0 9 0 0 22 67 4 0 Mvmt Flow 79 56 19 19 90 36 19 91 17 4 80 49 Number of Lanes 1 2 0 1 2 0 1 1 0 1 1 0 Approach EB WB NB SB Opposing Approach VVB EB SB NB Opposing Lanes 3 3 2 2 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 2 2 3 3 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 2 2 3 3 HCM Control Delay 9.2 89 9.4 9.5 HCM LOS A A A A Lane NBLn1 NBLn2 EBLn1 EBLn2 EBLn3 W131-0 W6Ln2 WBLn3 SBLn1 SBLn2 Vol Leff, % 100% 0% 100% 0% 0% 100% 0% 0% 100% 0% Vol Thru, % 0% 84% 0% 100% 50% 0% 100% 46% 0% 62% Vol Right, % 0% 16% 0% 0% 50% 0% 0% 54% 0% 38% Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 13 76 55 26 26 13 42 46 3 90 LT Vol 13 0 55 0 0 13 0 0 3 0 Through Vol 0 64 0 26 13 0 42 21 0 56 RT Vol 0 12 0 0 13 0 0 25 0 34 Lane Flow Rate 19 109 79 37 37 19 60 66 4 129 Geometry Grp 6 6 6 6 6 6 6 6 6 6 Degree of Util (X) 0.031 0.166 0.133 0.057 0.055 0.032 0.093 0.098 0.009 0.193 Departure Headway (Hd) 6.101 5.49 6.111 5.573 5.357 6.108 5.604 5.375 7.232 5.396 Convergence,Y/N Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Cap 583 648 582 637 662 581 634 660 492 660 Service Time 3.881 3.271 3.897 3.358 3.143 3.894 3.39 3.161 5.011 3.174 HCM Lane VIC Ratio 0.033 0.168 0.136 0.058 0.056 0.033 0.095 0.1 0.008 0.195 HCM Control Delay 9.1 9.4 9,8 8.7 85 9.1 9 8.8 10.1 9.5 HCM Lane LOS A A A A A A A A B A HCM 95th-tile Q 0.1 0.6 0.5 C.2 0.2 0.1 0.3 0.3 0 07 12/26/2024 Synchro 11 Report V3 Companies Page 1 Costco Wholesale, Yorkville, 1L 2031 Background Traffic Volumes 2: Countryside Pkwy & Crimson Ln Timing Plan: Weekday AM Peak Intersection Int Delay, slveh Movement EBL EBT WBT WBR SBL SBR Lane Configurations ) tt +T if Traffic Vol, vehlh 9 59 95 5 8 6 Future Vol, vehlh 9 59 95 5 8 6 Conflicting Peds, #Ihr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None None - None Storage Length 150 - 100 0 Veh in Median Storage, # - 0 0 0 - Grade, % - 0 0 0 - Peak Hour Factor 60 60 60 60 60 60 Heavy Vehicles, % 22 7 1 0 0 0 Mvmt Flow 15 98 158 8 13 10 Major/Minor Ma or1 Major2 Minor2 Conflicting Flow All 166 0 0 241 83 Stage 1 - - - 162 - Stage 2 - 79 - Critical Hdwy 4.54 6.8 6.9 Critical Hdwy Stg 1 - 5.8 - Critical Hdwy Stg 2 - - 5.8 - Follow-up Hdwy 2.42 3.5 3.3 Pot Cap-1 Maneuver 1275 732 966 Stage 1 - 856 - Stage 2 - 941 - Platoon blocked, % Mov Cap-1 Maneuver 1275 - 723 966 Mov Gap-2 Maneuver - 723 - Stage 1 - 846 - Stage 2 941 - Approach EB WB SB HCM Control Delay, s 1 0 9.5 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (vehlh) 1275 723 966 HCM Lane V1C Ratio 0.012 0.018 0.01 HCM Control Delays) 7.9 - 10.1 8.8 HCM Lane LOS A B A HCM 95th %tile Q(veh) 0 - 0.1 0 12126/2024 Synchro 11 Report V3 Companies Page 1 Costco Wholesale, Yorkville, IL 2031 Background Traffic Volumes 6: Veterans Pkw US 34 & Tuma Rd Timing Plane Weekday AM Peak Intersection Int Delay, slveh 1.4 Movement NWL NWR NET NER SWL SWT Lane Configurations y tT+ ) tt Traffic Vol, vehlh 25 71 716 12 15 434 Future Vol, vehlh 25 71 716 12 15 434 Conflicting Peds, #(hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None None - None Storage Length 0 275 - Veh in Median Storage, # 0 0 - 0 Grade. % 0 b - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 4 2 2 9 7 7 Mvmt Flow 27 77 778 13 16 472 Major/Minor Mlnor1 Ma'or1 Major2 Conflicting Flow All 1053 396 0 0 791 0 Stage 1 785 - - - Stage 2 268 - - Critical Hdwy 6,88 6.94 4.24 - Critical Hdwy Stg 1 5.88 - - Critical Hdwy Stg 2 5.88 - - - - Fokow-up Hdwy 3.54 3.32 2.27 Pot Cap-1 Maneuver 218 603 - 793 - Stage 1 405 - - Stage 2 747 - - - Platoon Mocked, % Mov Cap-1 Maneuver 214 603 - - 793 Mov Cap-2 Maneuver 214 - - Stage 1 405 - - - Stage 2 732 - Approach NW NE SW HCM Control Delay, s 16.8 0 0.3 HCM LOS C Minor Lane/Major Mvmt NET NERNWLn1 SWL SWT Capacity (vehlh) 409 793 HCM Lane VIC Ratio 0.255 0.021 HCM Control Delay (s) 16.8 9.6 HCM Lane LOS C A HCM 95th %tile Q(veh) 1 0.1 - 12/26/2024 Synchro 11 Report V3 Companies Page 2 Costco Wholesale, Yorkville, IL 2031 Background Traffic Volumes 5: Veterans Pkw US 34 & Countryside Pkwy Timing Plan: Weekday PM Peak Lane Group SBL SBR NEL NET SWT SWR Lane Configurations r tf tt r Traffic Volume (vph) 80 13 24 737 950 83 Future Volume (vph) 80 13 24 737 950 83 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 200 0 180 250 Storage Lanes 0 1 1 1 Taper Length (ft) 25 160 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00 Frt 0.850 0.850 Fit Protected 0.950 0.950 Satd. Flow (prot) 1805 1615 1805 3574 3574 1524 Flt Permitted 0.950 0.248 Satd. Flow (perm) 1805 1615 471 3574 3574 1524 Right Turn on Red Yes Yes Satd. Flow (RTOR) 14 88 Link Speed (mph) 40 45 45 Link Distance (ft) 1242 771 839 Travel Time (s) 21.2 11.7 12.7 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles (%) 0% 0% 0% 1 % 1 % 6% Adj. Flow (vph) 85 14 26 784 1011 88 Shared Lane Traffic (%) Lane Group Flow (vph) 85 14 26 784 1011 88 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 32 12 12 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 Number of Detectors 1 1 1 2 2 1 Detector Template Left Right Left Thru Thru Right Leading Detector (ft) 20 20 20 100 100 20 Trailing Detector (ft) 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 Detector 1 Size(ft) 20 20 20 6 6 20 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 Detector 2 Size(ft) 6 6 Detector 2 Type CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 Turn Type Prot Perm pm+pt NA NA pm+ov Protected Phases 6 7 4 8 6 12/26/2024 Synchro11 Report V3 Companies Page 1 Costco Wholesale, Yorkville, IL 2031 Background Traffic Volumes 5: Veterans Pkw US 34 & Countryside Pkwy Timing Plan: Weekday PM Peak Lane Group. SBL SBR NEL NET SWT SWR Permitted Phases 6 4 8 Detector Phase 6 6 7 4 8 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 20.0 20.0 9.5 24.0 24.0 20.0 Total Split (s) 20.0 20.0 13.0 100.0 87.0 20.0 Total Split (%) 16.7% 16.7% 10.8% 83.3% 72.5% 16.7% Maximum Green (s) 14.0 14.0 9.5 94.0 81.0 14.0 Yellow Time (s) 4.0 4.0 3.5 4.0 4.0 4.0 XI -Red Time (s) 2.0 2.0 0.0 2.0 2,0 20 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Last Time (s) 6,0 6.0 3.5 6.0 6.0 6.0 Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode Max Max None C-Max C-Max Max Walk Time (s) 7A 7.0 Flash Dont Walk (s) 11.0 11.0 Pedestrian Calls (#Ihr) 0 0 Act Effct Green (s) 14.0 140 96.5 94.0 88.3 110.7 Actuated gIC Ratio 0.12 0.12 0.80 0.78 0.74 0.92 vlc Ratio 0.40 0.07 0.06 0.28 0.38 0.06 Control Delay 55.5 22.1 1.3 1.5 6.8 0.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 55.5 22.1 1.3 1.5 6.8 0.3 LOS E C A A A A Approach Delay 50.8 1.5 6.3 Approach LOS D A A 90th %ile Green (s) 14.0 14.0 6.3 94.0 84.2 14.0 90th °/pile Term Code MaxR MaxR Gap Coord Coord MaxR 70th %ile Green (s) 14.0 14.0 6.0 94.0 84.5 14.0 70th %ile Term Code MaxR MaxR Gap Coord Coord MaxR 50th %ile Green (s) 14.0 14.0 5.8 94.0 84.7 14.0 50th %ile Term Code MaxR MaxR Gap Coord Coord MaxR 30th %ile Green (s) 14.0 %0 0.0 94.0 94.0 14.0 30th %ile Term Code MaxR MaxR Skip Coord Coord MaxR 10th %ile Green (s) 14.0 14.0 0.0 94.0 94.0 14.0 10th %ile Term Code MaxR MaxR Skip Coord Coord MaxR Queue Length 50th (ft) 62 0 1 22 151 0 Queue Length 95th (ft) 114 21 4 37 188 5 Internal Link Dist (ft) 1162 691 759 Turn Bay Length (ft) 200 180 250 Base Capacity (vph) 210 200 484 2799 2629 1412 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced vIc Ratio 0.40 0.07 0.05 0.28 0.38 0.06 Intersection. Summary, 12/26/2024 Synchro 11 Report V3 Companies Page 2 Costco Wholesale, Yorkville, IL 2031 Background Traffic Volumes 5: Veterans Pkw US 34 & Countryside Pkwy Timing Plan: weekday PM Peak Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 4:NETL and 8:SVVf, Start of Green Natural Cycle: 55 Control Type: Actuated -Coordinated Maximum vlc Ratio: 0.40 Intersection Signal Delay: 6.5 Intersection LOS: A Intersection Capacity UtNzation 40.7% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 5: Veterans Pk (US 34) & Countryside Pkwy 04 i�E. MEN" 12/26/2024 Synchro 11 Report V3 Companies Page 3 Costco Wholesale, Yorkville, IL 2031 Background Traffic Volumes 7: McHugh Rd & Veterans Pkw US 34 Timing Plan: Weekday PM Peak # Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBF Lane Configurations 0 Vi 0 t r Traffic Volume (vph) 50 602 29 159 719 10 61 65 87 19 105 58 Future Voiume (vph) 50 602 29 159 719 10 61 65 87 19 105 58 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 180 0 180 0 110 110 245 a Storage Lanes 1 0 1 0 1 1 1 0 Taper Length (ft) 170 180 105 150 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 Frt 0.993 0.998 0.850 0 947 Fit Protected 0.950 0.950 0.950 0.950 Satd Flow (prot) 1805 3551 0 1787 3568 0 1770 1900 1568 1703 1787 0 Flt Permitted 0.318 0.316 0.474 0.712 Satd Flow (perm) 604 3551 0 594 3568 0 883 1900 1568 1276 1787 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 5 1 93 20 Link Speed (mph) 45 45 30 35 Link Distance (ft) 892 1073 856 727 Travel Time (s) 13.5 16.3 19.5 14.2 Peak Hour Factor 0.94 0.94 0.94 094 0.94 0.94 0,94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles (°/a) 0% 1 % 0% 1 % 1 % 0% 2% 0% 3% 6% 0% 2% Adj. Flow (vph) 53 640 31 169 765 11 65 69 93 20 112 62 Shared Lane Traffic (%) Lane Group Flow (vph) 53 671 0 169 776 0 65 69 93 20 174 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 2 1 1 2 Detector Template Left Thru Left Thru Left Thru Right Left Thru Leading Detector (ft) 20 100 20 100 20 100 20 20 100 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 Defector 1 Size(it) 20 6 20 6 20 6 20 20 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type CI+Ex CI+Ex CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend (s) 00 0.0 0.0 0.0 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+ov pm+pt NA Protected Phases 7 4 3 8 5 2 3 1 6 12/26/2024 Synchro 11 Report V3 Companies Page 4 Costco Wholesale, Yorkville, IL 2031 Background Traffic Volumes 7: McHugh Rd & Veterans Pkw US 34 Timing Plan: Weekday PM Peak 4- Ik' Lane Grog EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 4 8 2 2 6 Detector Phase 7 4 3 8 5 2 3 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 24.0 9.5 24.0 9.5 24.0 9.5 10.5 24.0 Total Split (s) 25.0 55.0 25.0 55.0 15.0 25.0 25.0 15.0 25.0 Total Split (%) 20.8% 45.8% 20.8% 45,8% 12.5% 20.8% 20.8% 12.5% 20,8% Maximum Green (s) 21.5 49.0 21.5 49.0 11.5 19.0 215 11.5 19.0 Yellow Time (s) 3.5 4.0 3.5 4.0 3.5 4.0 3,5 3.5 4.0 All -Red Time (s) 0.0 2.0 0.0 2.0 0.0 2.0 0.0 0.0 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) 3.5 6.0 3.5 6.0 3.5 6.0 3.5 3.5 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lead Lag Lead -Lag Optim}ze? Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 10 3.0 3.0 3.0 Recall Mode None C-Max None C-Max None Max None None Max Walk Time (s) 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 Pedestrian Calls (#Ihr) 0 0 0 0 Act Effct Green (s) 69.7 60.4 76.3 65.5 36.3 29.6 45.6 31.7 23.7 Actuated gIC Ratio 0.58 0.50 0.64 0.55 0.30 0.25 0.38 0.26 0.20 v/c Ratio 0.13 0.37 0.35 0.40 0.20 0.15 0.14 0.06 0.47 Control Delay 9.1 19.1 11.1 16.5 31.9 38.8 6.0 30.2 44.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 9.1 19.1 11.1 16.5 31.9 38.8 6.0 30.2 44.1 LOS A B B B C D A C D Approach Delay 18.4 15.5 23A 42.6 Approach LOS B B C D 90th %ile Green (s) 8.1 57.6 12.9 62.4 11.5 22.5 12.9 8.0 19.0 90th %ile Term Code Gap Coord Gap Coord Max MaxR Gap Gap MaxR 70th %ile Green (s) 7.3 59.4 11.1 63.2 9.8 23.4 11.1 7.1 20.7 70th %ile Term Code Gap Coord Gap Coord Gap MaxR Gap Gap MaxR 50th %ile Green (s) 6.8 60.5 10.0 63.7 8.6 34,0 10.0 0.0 21,9 50th %ile Term Code Gap Coord Gap Coord Gap MaxR Gap Skip MaxR 30th %ile Green (s) 6.2 61.6 8.9 64.3 7.5 34.0 8.9 0.0 23.0 30th %ile Term Code Gap Coord Gap Coord Gap MaxR Gap Skip MaxR 10th %ile Green (s) 0.0 63A 7.4 74.0 0.0 34.0 7.4 0.0 34.0 10th %ile Term Code Skip Coord Gap Coord Skip MaxR Gap Skip MaxR Queue Length 50th (ft) 14 160 49 171 36 40 0 11 108 Queue Length 95th (ft) 30 216 77 204 72 89 36 30 188 Internal Link Dist (ft) 812 993 776 647 Turn Bay Length (ft) 180 180 110 110 245 Base Capacity (vph) 600 1791 592 1948 353 468 794 416 369 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 0.09 0.37 0.29 0.40 0.18 0.15 0.12 0.05 0.47 12/26/2024 Synchro11 Report V3 Companies Page 5 Costco Wholesale, Yorkville, IL 2031 Background Traffic Volumes 7: McHugh Rd & Veterans Pkw US 34 Timing Plan: Weekday PM Peak Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBTL, Start of Green Natural Cycle: 70 Control Type: Actuated -Coordinated Maximum vlc Ratio: 0.47 Intersection Signal Delay: 19.9 Intersection LOS: B Intersection Capacity Utilization 56.3% ICU Level of Service 6 Analysis Period (min) 15 Splits and Phases: 7: McHugh Rd & Veterans Pkwy (US 34) \*01 t02 03 --OD4 R I wF- 05 T 06 � 07 08 ' 12/26/2024 Synchro 11 Report V3 Companies Page 6 Costco Wholesale, Yorkville, IL 2031 Background Traffic Volumes 1: McHugh Rd & Countryside Pkwy Timing Plan: Weekday PM Peak Intersection intersection Delay. slveh 9.9 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1 0 t T T Traffic Vol, vehlh 75 74 61 35 103 41 31 89 5 6 86 42 Future Vol, vehlh 75 74 61 35 103 41 31 89 5 6 86 42 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Heavy Vehicles, % 0 0 0 0 1 0 0 0 0 0 0 0 Mvmt Flow 84 83 69 39 116 46 35 100 6 7 97 47 Number of Lanes 1 2 0 1 2 0 1 1 0 1 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 3 3 2 2 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 2 2 3 3 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 2 2 3 3 HCM Control Delay 9.6 9.6 10.1 10.5 HCM LOS A A B B Lane NBLn1 N8Ln2 EBLnl EB.L.n2 EBLn3 WBLn1 WBLn2 WBLn3 SBLn1 SBLn2 Vol Left, % 100% 0% 100% 0% 0% 100% 0% 0% 100% 0% Vol Thru, % 0% 95% 0% 100% 29% 0% 100% 46% 0% 67% Vol Right, % 0% 5% 0% 0% 71% 0% 0% 54% 0% 33% Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 31 94 75 49 86 35 69 75 6 128 LT Vol 31 0 75 0 0 35 0 0 6 0 Through Vol 0 89 0 49 25 0 69 34 0 86 RT Vol 0 5 0 0 61 0 0 41 0 42 Lane Flow Rate 35 106 84 55 96 39 77 85 7 144 Geometry Grp 6 6 6 6 6 6 6 6 6 6 Degree of Util (X) 0.064 0.179 0.151 0.092 0.146 0.071 0.13 0.133 0.012 0.236 Departure Headway (Hd) 6.642 6.103 6.466 5.961 5.458 6.538 6.05 5.648 6.629 5.898 Convergence, YIN Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Cap 540 588 555 601 657 548 593 635 540 610 Service Time 4 377 3.839 4.198 3.693 3.189 4.273 3.785 3.382 4.362 3.631 HCM Lane VIC Ratio 0.065 0.18 0,151 0.092 0.146 0.071 0.13 0.134 0.013 0.236 HCM Control Delay 98 10.2 10.4 9.3 9.1 9.8 9.7 9.3 9A 10.5 HCM Lane LOS A B B A A A A A A B HCM 95th-tile Q 0.2 0.6 0.5 0.3 0.5 0.2 0.4 0.5 0 0.9 12/26/2024 Synchro 11 Report V3 Companies Page 1 Costco Wholesale, Yorkville, IL 2031 Background Traffic Volumes 2: Countryside Pkwy & Crimson Ln Timing Plan: Weekday PM Peak intersection Int Delay, slveh Movement E8L EBT WBT WBR SBL SBR Lane Configurations ) ` t tT r Traffic Vol, vehlh 7 85 103 4 8 9 Future Vol, vehlh 7 85 103 4 8 9 Conflicting Peds, #Ihr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None None - None Storage Length 150 - 100 0 Veh in Median Storage, # - 0 0 0 - Grade, % - 0 0 0 - Peak Hour Factor 82 82 82 82 82 82 Heavy Vehicles, % 0 1 2 0 0 0 Mvmt Flow 9 104 126 5 10 11 Major/Minor Ma'or1 Ma'or2 Minor2 Conflicting Flow All 131 0 0 199 66 Stage 1 - - - 129 - Stage 2 - 70 - Critical Hdwy 4.1 - - 6.8 6.9 Critical Hdwy Stg 1 - 5.8 - Critical Hdwy Sig 2 - - 5.8 - Follow-up Hdwy 2.2 35 3.3 Pot Cap-1 Maneuver 1467 777 991 Stage 1 - 889 - Stage 2 - - - - 950 - Platoon blocked, % Mov Cap-1 Maneuver 1467 - 772 991 Mov Cap-2 Maneuver - 772 - Stage 1 - - - 884 Stage 2 950 Approach EB WB SB HCM Control Delay, s 0.6 0 9.2 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn 1 SBLn2 Capacity (vehlh) 1467 - 772 991 HCM Lane VIC Ratio 0,006 0.013 0.011 HCM Control Delay (s) 7.5 - 9.7 8.7 HCM Lane LOS A A A HCM 95th %tile Q(veh) 0 - - 0 0 12/26/2024 Synchro 11 Report V3 Companies Page 1 Costco Wholesale, Yorkville, IL 2031 Background Traffic Volumes 6: Veterans Pkwy (US 34) & Tuma Rd Timing Plan: Weekday PM Peak Intersection Int Delay, slveh 1.8 Movement NWL NWR NET NER SWL SWT Lane Configurations y tT ) tt Traffic Vol, vehlh 33 55 716 31 59 903 Future Vol, vehlh 33 55 716 31 59 903 Conflicting Peds, #Ihr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None None - None Storage Length 0 275 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 0 1 0 0 1 Mvmt Flow 36 60 778 34 64 982 Major/Minor Minorl Majorl Ma'or2 Confiicting Flow All 1414 406 0 0 812 0 Stage 1 795 - - - - - Stage 2 619 - - Critical Hdwy 6.8 6.9 4.1 - Critical Hdwy Stg 1 5.8 - - Critical Hdwy Stg 2 5.8 - - - Follow-up Hdwy 3.5 3.3 2.2 Pot Cap-1 Maneuver 131 600 823 Stage 1 410 - - Stage 2 505 - - - - - Platoon blocked, Mov Cap-1 Maneuver 121 600 823 - Mov Cap-2 Maneuver 121 - - Stage 1 410 - - - Stage 2 466 Approach NW NE SW HCM Control Delay, s 29.4 0 0.6 HCM LOS D Minor Lane/Major Mvmt NET NERNWLn1 SWL SWT Capacity (vehlh) - 241 823 - HCM Lane VIC Ratio - 0.397 0.078 - HCM Control Delay (s) - 29A 9.7 - HCM Lane LOS - D A - HCM 95th %tile Q(veh) - 1.8 0.3 - 12/26/2024 Synchro 11 Report V3 Companies Page 2 Costco Wholesale, Yorkville, IL 2031 Background Traffic Volumes 5: Veterans Pkw US 34 & Countryside Pkwy Timing Plan: Saturday MD Peak Lane Group SBL SBR NEL NET SWT 5WR Lane Configurations r tt tt r Traffic Volume (vph) 78 12 19 676 597 91 Future Volume (vph) 78 12 19 676 597 91 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 200 0 180 250 Storage Lanes 0 1 1 1 Taper Length (ft) 25 160 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1787 1615 1805 3574 3574 1538 Flt Permitted 0.950 0.387 Satd. Flow (perm) 1787 1615 735 3574 3574 1538 Right Turn on Red Yes Yes Satd. Flow (RTOR) 13 96 Link Speed (mph) 40 45 45 Link Distance (ft) 1242 771 839 Travel Time (s) 21.2 11.7 12.7 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0 95 Heavy Vehicles (%} 1 % 0% 0% 1 % 1 % 5% Adj. Flow (vph) 82 13 20 712 628 96 Shared Lane Traffic (%) Lane Group Flow (vph) 82 13 20 712 628 96 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median V1lidth(ft) 32 12 12 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 Number of Detectors 1 1 1 2 2 1 Detector Template Left Right Left Thru Thru Right Leading Detector (ft) 20 20 20 100 100 20 Trailing Detector (ft) 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 Detector 1 Size(ft) 20 20 20 6 6 20 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 U 0.0 0.0 Detector 2 Position(ft) 94 94 Detector 2 Size(ft) 6 6 Detector 2 Type CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 Turn Type Prot Perm pm+pt NA NA pm+ov Protected Phases 6 7 4 8 6 12/26/2024 Synchro 11 Report V3 Companies Page 1 Costco Wholesale, Yorkville, IL 2031 Background Traffic Volumes 5: Veterans Pkw US 341 & Countryside Pkwy Timing Plan: Saturday MD Peak Lane Group SBL SBR NEL NET S Permitted Phases 6 4 8 Detector Phase 6 6 7 4 8 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 20.0 20.0 9.5 24.0 24.0 20.0 Total Split (s) 20.0 20.0 13.0 80.0 67.0 20.0 Total Split (%) 20.0% 20.0% 13.0% 80.0% 67.0% 20.0% Maximum Green (s) 14.0 14.0 9.5 74.0 610 14.0 Yellow Time (s) 4.0 4.0 3.5 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 0.0 2.0 2.0 20 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 3.5 6.0 6.0 6.0 Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode Max Max None C-Max C-Max Max Walk Time (s) 7.0 7.0 Flash Dent Walk (s) 11.0 11.0 Pedestrian Calls (#Ihr) 0 0 Act Effct Green (s) 14.0 14.0 76.5 74.0 70.2 93.8 Actuated g1C Ratio 0.14 0.14 0.76 0.74 0.70 0.94 vlc Ratio 0.33 0.05 0.03 0.27 0.25 0.07 Control Delay 42.9 18.8 1.1 1.4 6,2 0.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 42.9 18.8 1.1 1A 6.2 0.4 LOS D B A A A A Approach Delay 39,6 1.4 5.4 Approach LOS D A A 90th %ile Green (s) 14.0 14.0 6.2 74.0 64.3 14.0 90th %ile Term Code MaxR MaxR Gap Coord Coord MaxR 70th %ile Green (s) 14.0 14.0 5.9 74.0 64.6 14.0 70th %ile Term Code MaxR MaxR Gap Coord Coord MaxR 50th %ile Green (s) 14.0 14.0 0.0 74.0 74.0 14.0 50th %ile Term Code MaxR MaxR Skip Coord Coord MaxR 30th %ile Green (s) 14.0 14,0 0.0. 74.0 74.0 14.0 30th %ile Term Code MaxR MaxR Skip Coord Coord MaxR 10th %ile Green (s) 14.0 14.0 0.0 74.0 74.0 14.0 10th %ile Term Code MaxR MaxR Skip Coord Coord MaxR Queue Length 50th (ft) 48 0 1 16 55 0 Queue Length 95th (ft) 94 18 m2 26 109 6 Internal Link Dist (ft) 1162 691 759 Turn Bay Length (ft) 200 180 250 Base Capacity (vph) 250 237 663 2644 2508 1448 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced vlc Ratio 0.33 0.05 0.03 0.27 0.25 0.07 intersection Summary 12/26/2024 Synchro 11 Report V3 Companies Page 2 Costco Wholesale, Yorkville, IL 2031 Background Traffic Volumes 5: Veterans Pkw US 34 & Countryside Pkwy Timing Plan: Saturday MD Peak Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 4:NETL and S:SWT, Start of Green Natural Cycle: 55 Control Type: Actuated -Coordinated Maximum vlc Ratio: 0.33 Intersection Signal Delay: 5.6 Intersection LOS: A Intersection Capacity Utilization 33.0% ICU Level of Service A Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 5: Veterans Pkwy (US 34) & Countryside Fkwy 04 R ZA'IFa6 l O7 ea 12/26/2024 Synchro 11 Report V3 Companies Page 3 Costco Wholesale, Yorkville, IL. 2031 Background Traffic Volumes 7: McHugh Rd & Veterans Pkw US 34 Timing Plan: Saturday MD Peak -p -'- t I Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations +fir tT+ t r I Traffic Volume (vph) 65 612 20 106 486 10 39 35 65 19 56 55 Future Volume (vph) 65 812 20 106 486 10 39 35 65 19 56 55 [deal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 180 0 180 0 110 110 245 0 Storage Lanes 1 0 1 0 1 1 1 0 Taper Length (ft) 170 180 105 150 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 Frt 0.995 0.997 0 850 0.926 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 3592 0 1805 3564 0 1805 1900 1568 1805 1759 0 Flt Permitted 0.438 0.302 0.639 0.734 Satd. Flow (perm) 816 3592 0 574 3564 0 1214 1900 1568 1395 1159 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 4 2 71 44 Link Speed (mph) 45 45 30 35 Link Distance (ft) 892 1073 856 727 Travel Time (s) 13.5 16.3 19.5 14.2 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles (%) 2% 0% 0% 0% 1 % 0% 0% 0% 3% 0% 0% 0% Adj Flow (vph) 68 638 21 110 506 10 41 36 68 20 58 57 Shared Lane Traffic (%) Lane Group Flow (vph) 68 659 0 110 516 0 41 36 68 20 115 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12 Link Offset(ft) C 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 2 1 1 2 Detector Template Left Thru Left Thru Left Thru Right Left Thru Leading Detector (ft) 20 100 20 100 20 100 20 20 100 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 20 20 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 Detector 1 Queue (s) 0.0 00 0.0 0.0 0.0 0.0 0,0 0,0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type CI+Ex CI+Ex CI+Ex G+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+ov pm+pt NA Protected Phases 7 4 3 8 5 2 3 1 6 12/26/2024 Synchro 11 Report V3 Companies Page 4 Costco Wholesale, Yorkville, IL 2031 Background Traffic Volumes 7: McHugh Rd & Veterans Pkw US 34 Timing Plan: Saturday MD Peak Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 4 8 2 2 6 Detector Phase 7 4 3 8 5 2 3 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5,0 5.0 5.0 5.0 Minimum Split (s) 9.5 24.0 9,5 24.0 9.5 24.0 9.5 10.5 24.0 Total Split (s) 20.0 40.0 20.0 400 15.0 25.0 20.0 15.0 25.0 Total Split (%) 20.0% 40.0°% 20.0% 40.0% 15.0% 25.0% 20.0% 15.0% 25.0% Maximum Green (s) 165 34.0 16.5 34.0 11.5 190 16,5 11,5 19.0 Yellow Time (s) 3.5 4.0 3.5 4.0 3.5 4.0 3.5 3.5 4.0 XI -Red Time (s) 0 0 2.0 0.0 2.0 0.0 2.0 0.0 0.0 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) 3.5 6.0 3.5 6.0 3.5 6.0 3.5 3.5 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Max None C-Max None Max None None Max Walk Time (s) 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11,0 11.0 11.0 11.0 Pedestrian Calls (#Ihr) 0 0 0 0 Act Effct Green (s) 51.9 42.2 54.7 45.1 35.6 29.8 44.1 33.8 272 Actuated g/C Ratio 0.52 0.42 0.55 0,45 0.36 0.30 0.44 0.34 0.27 vlc Ratio 0.14 0.43 0.26 0.32 0.09 0.06 0,09 0.04 0.23 Control Delay 10.7 21.8 13.7 19.0 21.3 28.3 4.9 20.8 21,0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Totai Delay 10.7 21.8 13.7 19.0 21.3 28.3 4.9 20.8 21.0 LOS B C B B C C A C C Approach Delay 20.7 18.1 15.3 20.9 Approach LOS C B B C 90th %ile Green (s) 8.9 39.9 10.6 41,6 8.8 23.1 10.6 7.4 21.7 90th %ile Term Code Gap Coord Gap Coord Gap MaxR Gap Gap MaxR 70th %ile Green (s) 7.9 41.3 9.2 42.6 7.7 23.8 9.2 6.7 22.8 70th %ile Term Code Gap Coord Gap Coord Gap MaxR Gap Gap MaxR 50th %ile Green (s) 7.2 42.2 8.3 43.3 6.9 34.0 8.3 0.0 23.6 50th %ile Term Code Gap Coord Gap Coord Gap MaxR Gap Skip MaxR 30th %ile Green (s) 6.5 43.1 7.4 44.0 0.0 34.0 7.4 0.0 34.0 30th %ile Term Code Gap Coord Gap Coord Skip MaxR Gap Skip MaxR I Oth %ile Green (s) 0.0 44.3 6.2 54.0 0.0 34.0 6.2 0.0 34.0 10th %ile Term Code Skip Coord Gap Coord Skip MaxR Gap Skip MaxR Queue Length 50th (ft) 18 152 31 104 17 15 0 8 36 Queue Length 95th (ft) 38 209 68 146 40 44 25 24 86 Internal Link Dist (ft) 812 993 776 647 Turn Bay Length (ft) 180 180 110 110 245 Base Capacity (vph) 618 1516 527 1608 511 566 853 554 511 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 vlc Ratio 0.11 0.43 0.21 0.32 0.08 0.06 0.08 0.04 0.23 Intersection Summary 12126/2024 Synchro 11 Report V3 Companies Page 5 Costco Wholesale, Yorkville, IL 2031 Background Traffic Volumes 7: McHugh Rd & Veterans Pkw US 34 Timing Plan: Saturday MD Peak Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBTL, Start of Green Natural Cycle: 70 Control Type: Actuated -Coordinated Maximum vlc Ratio: 0.43 Intersection Signal Delay: 19.3 Intersection LOS: B Intersection Capacity Utilization 45.6% ICU Level of Service A Analysis Period (min) 15 SDlits and Phases: 7: McHuah Rd & Veterans Pkwv (US 34) 1 E{�, 1 0 5 06 07 08 12/26/2024 Synchro 11 Report V3 Companies Page 6 Costco Wholesale, Yorkville, IL 2031 Background Traffic Volumes 1: McHugh Rd & Countryside Pkwy Timing Plan: Saturday MD Peak Intersection Intersection Delay, slveh 9 1 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 0 + T T Traffic Vol, veh/h 58 79 57 28 109 28 40 68 1 10 47 20 Future Vol, veh/h 58 79 57 28 109 28 40 68 1 10 47 20 Peak Hour Factor 0.92 0.92 0.92 0,92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 0 0 0 0 1 4 0 2 0 0 0 0 Mvmt Flow 63 86 62 30 118 30 43 74 1 11 51 22 Number of Lanes 1 2 0 1 2 0 1 1 0 1 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 3 3 2 2 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 2 2 3 3 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 2 2 3 3 HCM Control Delay 8.9 9 9.4 9.1 HCM LOS A A A A Lane NBLn1 NBLn2 EBLn1 EBLn2 EBLn3 WBLn1 WBLn2 WBLn3 SBLn1 SBLn2 Vol Left, % 100% 0% 100% 0% 0% 100°% 0% 01/0 100% 0% Vol Thru, % 0% 99% 0% 100% 32% 0% 100% 56% 0% 70% Vol Right, % 0% 1% 0% 0% 68% 0% 0% 44% 0% 30% Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 40 69 58 53 83 28 73 64 10 67 LT Vol 40 0 58 0 0 28 0 0 10 0 Through Vol 0 68 0 53 26 0 73 36 0 47 RT Vol 0 1 0 0 57 0 0 28 0 20 Lane Flow Rate 43 75 63 57 91 30 79 70 11 73 Geometry Grp 6 6 6 6 6 6 6 6 6 6 Degree of Util (X) 0.075 0.119 0.105 0.087 0.126 0.051 0.122 0.103 0.019 0.113 Departure Headway (Hd) 6.199 5.723 6.001 5.497 5,016 6.054 5.568 5.312 6.286 5.576 Convergence, YIN Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Cap 573 621 593 647 708 587 638 669 565 636 Service Time 3.984 3.508 3.778 3.274 2.792 3.834 3.348 3.093 4.075 3.366 HCM Lane WC Ratio 0.075 0.121 0.106 0.088 0.129 0,051 0.124 0.105 0.019 0.115 HCM Control Delay 9.5 9.3 9.5 8.8 8.5 9.2 9.1 8.7 9.2 9.1 HCM Lane LOS A A A A A A A A A A HCM 95th-tile 0 0.2 0.4 0.4 0.3 0.4 0.2 0.4 0.3 0.1 0.4 12/26/2024 Synchro11 Report V3 Companies Page 1 Costco Wholesale, Yorkville, IL 2031 Background Traffic Volumes 2: Countryside Pkwy & Crimson Ln Timing Plan: Saturday MD Peak Intersection Int Delay, slveh 0 Movement EBL EST WBT WBR SBL SBR Lane Configurations ) tt ti� Traffic Vol, vehlh 1 90 109 0 0 0 Future Vol, vehlh 1 90 109 0 0 0 Conflicting Peds, #Ihr 0 0 0 0 0 0 Sgr Control Free Free Free Free Stop Stop RT Channelized - None None - None Storage Length 150 - 100 0 Veh in Median Storage, # - 0 0 0 - Grade, % - 0 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 0 0 3 0 0 0 Mvmt Flow 1 106 128 0 0 0 Ma'or/Minor Ma'or1 Ma'or2 Minor2 Conflicting Flow All 128 0 0 183 64 Stage 1 - - - 128 - Stage 2 55 - Critical Hdwy 4.1 - - 6.8 6.9 Critical Hdwy Stg 1 - 5.8 - Critical Hdwy Stg 2 - - 5.8 - Follow-up Hdwy 2.2 3.5 3.3 Pot Cap-1 Maneuver 1470 - - 795 994 Stage 1 - 890 - Stage 2 - 967 - Platoon blocked, % Mov Cap-1 Maneuver 1470 - - 794 994 Mov Cap-2 Maneuver - 794 - Stage 1 889 Stage 2 967 Approach EB WB SB HCM Control Delay, s 0.1 0 0 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (vehlh) 1470 - - HCM Lane VIC Ratio 0.001 HCM Control Delay (s) 7.5 - - - 0 0 HCM Lane LOS A A A HCM 95th °/stile Q(veh) 0 - - - 12/26/2024 Synchro 11 Report V3 Companies Page 1 Costco Wholesale, Yorkville, IL 2031 Background Traffic Volumes 6: Veterans Pkw US 34 & Tuma Rd Timing Pian: Saturday MD Peak [ntersection int Delay, slveh 1 Movement NWL NWR NET NER SWL SWT Lane Configurations y +I+ ) tt Traffic Vol, vehlh 21 36 662 36 35 574 Future Vol, vehlh 21 36 662 36 35 574 Conflicting Peds, #Ihr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None None - None Storage Length 0 275 - Veh in Median Storage, # 0 - 0 - 0 Grade, % 0 0 - 0 Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles, % 5 0 1 0 0 1 Mvmt Flow 23 39 712 39 38 617 Major/Minor Minorl Majorl Major2 Conflicting Flow All 1117 376 0 0 751 0 Stage 1 732 - - - - - Stage 2 385 - - Critical Hdwy 6.9 6.9 4.1 - Critical Hdwy Stg 1 5.9 - - Critical Hdwy Stg 2 5.9 - - - - Follow-up Hdwy 3.55 3.3 2.2 Pot Cap-1 Maneuver 197 627 - 868 - Stage 1 429 - - Stage 2 648 - - - Platoon blocked, % Mov Cap-1 Maneuver 188 627 - 868 Mov Cap-2 Maneuver 188 - - Stage 1 429 - - Stage 2 619 Approach NW NE SW HCM Control Delay, s 18 0 0.5 HCM LOS C Minor Lane/Major Mvmt NET NERNWLn1 SWL SWT Capacity (vehlh) - 337 868 - HCM Lane V/C Ratio - 0.182 0.043 - HCM Control Delay (s) - 18 9.3 HCM Lane LOS - C A HCM 95th %tile Q(veh) - - 0.7 0.1 - 12/26/2024 Synchro 11 Report V3 Companies Page 2 APPENDIX G CAPACITY ANALYSIS WORKSHEETS 2031 FUTURE WITH PROJECT Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 5: Veterans Pkw US 34 & Countryside Pkwy Timing Plan: Weekday AM Peak Lane Group SEL SER NEL NET SWT SWR Lane Configurations r tt Tt r Traffic Volume (vph) 116 8 16 780 474 103 Future Volume (vph) 116 8 16 780 474 103 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 200 0 180 250 Storage Lanes 0 1 1 1 Taper Length (ft) 25 160 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1736 1615 1805 3539 3374 1568 Fit Permitted 0.950 0.449 Satd. Flow (perm) 1736 1615 853 3539 3374 1568 Right Turn on Red Yes Yes Satd. Flow (RTOR) 8 108 Link Speed (mph) 40 45 45 Link Distance (ft) 288 771 839 Travel Time (s) 4.9 11.7 12.7 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 4% 0% 0% 2% 7% 3% Adj. Flow (vph) 122 8 17 821 499 108 Shared Lane Traffic (%) Lane Group Flow (vph) 122 8 17 821 499 108 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 32 12 12 Link Offset(ft) 0 0 0 Crosswalk Width (ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 Number of Detectors 1 1 1 2 2 1 Detector Template Left Right Left Thru Thru Right Leading Detector (ft) 20 20 20 100 100 20 Trailing Detector (ft) 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 Detector 1 Size(ft) 20 20 20 6 6 20 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) U 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 Detector 2 Size(ft) 6 6 Detector 2 Type CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 Turn Type Prot Perm pm+pt NA NA pm+ov Protected Phases 6 7 4 8 6 11/12/2024 Synchro 11 Report V3 Companies Page 1 Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 5: Veterans Pkw US 34 & Countryside Pkwy Timing Plan. Weekday AM Peak Lane Group SEL SER NEL NET - - - WT W - Permitted Phases 6 4 Detector Phase 6 6 7 4 8 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 20.0 20.0 9.5 24.0 24.0 Total Split (s) 20.0 20.0 13.0 90.0 77.0 20.0 Total Split (%) 18.2% 18.2% 11.6% 81.8% 70.0% 18.2 Maximum Green (s) 14.0 14.0 9,5 84.0 71.0 14.0 Yellow Time (s) 4.0 4.0 3,5 4.0 4.0 U All -Red Time (s) 2.0 2 0 0.0 2 0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6 0 3.5 6.0 6.0 6 0 Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode Max Max None C-Max C-Max Max Walk Time (s) 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 Pedestrian Calls (#/hr) 0 0 Act Effct Green (s) 14.0 14.0 86.5 84.0 80.2 103.8 Actuated g/C Ratio 0.13 0.13 0.79 0.76 0.73 0.94 v1c Ratio 0.55 0.04 0.02 0.30 0.20 0.07 Control Delay 55.5 23.5 1.8 2.7 5.4 0.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 55.5 23.5 1.8 2.7 5.4 0.3 LOS E C A A A A Approach Delay 53.5 2.7 4.5 Approach LOS D A A 90th %ile Green (s) 14.0 14.0 6.1 84.0 74A 14.0 90th %ile Term Code MaxR MaxR Gap Coord Coord MaxR 70th %ile Green (s) 14.0 14.0 5.8 84.0 74.7 14,0 70th %ile Term Code MaxR MaxR Gap Coord Coord MaxR 50th %ile Green (s) 14.0 14.0 0.0 _84.0 84.0 -14.0 50th %ile Term Code MaxR MaxR Skip Coord Coord MaxR 30th %ile Green (s) 14.0 14.0 0.0 84.0 84.0 14.0 30th %ile Term Code MaxR MaxR Skip Coord Coord MaxR 10th %ile Green (s) 14.0 14.0 0.0 84.0 11840 14.0 10th %ile Term Code MaxR MaxR Skip Coord Coord MaxR Queue Length 50th (ft) 82 0 1 � 43 0 Queue Length 95th (ft) 144 15 m4 49 85 5 Internal Link Dist (ft) 208 1- 691 759 Turn Bay Length (ft) 200 180 250 Base Capacity (vph) 220 212 752 2702 2460 1486 Starvation Cap Reductn 0 0 0 0 0 0 Spillhack Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced vlc Ratio 0.55 0.04 0.02 0.30 0.20 0.07 Intersection Summary 11/1212024 Synchro 11 Report V3 Companies Page 2 Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 5: Veterans Pkwy US 34 &_Countryside Pkwy Timing Plan: Weekday AM Peak Area Type: Other Cycle Length: 110 Actuated Cycle Length: 110 Offset: 0 (0%), Referenced to phase 4;NETL and 8:SVVT, Start of Green Natural Cycle: 55 Control Type: Actuated -Coordinated Maximum vlc Ratio: 0.55 Intersection Signal Delay: 7.6 Intersection LOS: A Intersection Capacity Utilization 38.0% ICU Level of Service A Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 5: Veterans Pkwy (US 34) & Countryside Pkwy 054 rR9 36 ! 07 08 EA 11/12/2024 Synchro 11 Report V3 Companies Page 3 Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 7: McHugh Rd & Veterans Pkw US 34 Timing Plan: Weekday AM Peak �--4,, t i Lane Group: EBL EBT EBR W13L WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tT tt.). t r Vi T* Traffic Volume (vph) 69 635 20 70 371 26 18 49 119 27 47 61 Future Volume (vph) 69 635 20 70 371 26 18 49 119 27 47 61 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 180 0 180 0 110 110 195 0 Storage Lanes 1 0 1 0 1 1 1 0 Taper Length (ft) 170 180 105 120 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 Frt 0.995 0.990 0.850 0.916 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1805 3453 0 1671 3384 0 1456 1810 1583 1805 1649 0 Flt Permitted 0.497 0.320 0.681 0.677 Sato. Flow (perm) 944 3453 0 563 3384 0 1043 1810 1583 1286 1649 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 4 9 131 48 Link Speed (mph) 45 45 30 35 Link Distance (ft) 892 1073 856 449 Travel Time (s) 13.5 16.3 19.5 8.7 Peak Hour Factor C.91 0.91 0,91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles (%) 0% 3% 37% 8% 6% 0% 24% 5% 2% 0% 6% 6% Adj. Flow (vph) 76 698 22 77 408 29 20 54 131 30 52 67 Shared Lane Traffic (%) Lane Group Flow (vph) 76 72C 0 77 437 0 20 54 131 30 119 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 2 1 1 2 Detector Template Left Thru Left Thru Left Thru Right Left Thru Leading Detector (ft) 20 100 20 100 20 100 20 20 100 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 20 20 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 C.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type CI+Ex CI+Ex CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0,0 0.0 0.0 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+ov pm+pt NA Protected Phases 7 4 3 8 5 2 3 1 6 1111212024 Synchro 11 Report V3 Companies Page 4 Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 7: McHu h Rd & Veterans Pkw US 34 Timing Plan: Weekday AM Peak '# --► � I P.# Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SB. Permitted Phases 4 8 2 2 6 Detector Phase 7 4 3 8 5 2 3 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5,0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 24.0 9.5 24.0 9.5 24.0 9.5 10.5 24.0 Total Split (s) 19.0 58.0 19.0 58.0 14.0 19.0 190 14.0 19.0 Total Split (%) 17.3% 52.7% 17.3% 52.7% 12.7% 17.3% 17.3% 12.7% 17.3% Maximum Green (s) 15.5 52.0 15.5 52.0 10.5 13.0 155 10.5 13.0 Yellow Time (s) 3.5 4.0 3.5 4.0 3.5 4.0 3.5 3.5 4.0 All -Red Time (s) 0.0 2.0 0.0 2.0 0.0 2.0 0.0 0.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 H Total Lost Time (s) 3.5 6.0 3,5 6.0 3.5 6.0 3.5 3.5 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Max None C-Max None Max None None Max Walk Time (s) 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 Act Effct Green (s) 69.9 60.3 70.8 62.3 27.3 20.3 33.5 28.2 22.4 Actuated 9/C Ratio 0.64 0.55 0.64 0.57 0.25 0.18 0.30 0.26 0.20 vlc Ratio 0.12 0.38 0.18 0.23 0.07 0.16 0.23 0.08 0.32 Control Delay 6.8 15.0 7A 12.2 30.8 42.3 6.5 30.8 27.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 6.8 15.0 7A 12.2 30.8 423 6.5 30.8 27.1 LOS A B A B C D A C C Approach Delay 14.2 11.4 18.3 27.9 Approach LOS B B B C 90th %ile Green (s) 8.5 58.7 8.8 59.0 8.5 14.8 8.8 8.7 15.0 90th %ile Term Code Gap Coord Gap Coord Gap Fed Gap Gap Ped 70th %ile Green (s) 7.6 59.7 7.8 59.9 7.3 15.9 7.8 7.6 16.2 70th %ile Term Code Gap Coord Gap Coord Gap Ped Gap Gap Ped 50th %ile Green (s) 7.1 60.3 7.2 60A 0.0 16.7 7.2 6.8 27.0 50th %ile Term Code Gap Coord Gap Coord Skip Ped Gap Gap MaxR 30th %ile Green (s) 6.5 60.9 6.6 61.0 0.0 27.0 6.6 0.0 27.0 30th %ile Term Code Gap Coord Gap Coord Skip MaxR Gap Skip MaxR 10th %ile Green (s) 0.0 61.8 5.7 71.0 0.0 27.0 5.7 0.0 27.0 10th %iie Term Code Skip Coord Gap Coord Skip MaxR Gap Skip MaxR Queue Length 50th (ft) 17 144 17 74 10 34 0 16 40 Queue Length 95th (ft) 33 193 33 97 30 73 46 40 105 Internal Link Dist (ft) 812 993 776 369 Turn Bay Length (ft) 180 180 110 110 195 Base Capacity(vph) 752 1893 532 1919 315 333 682 390 374 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 vlc Ratio 0.10 0.38 0.14 0.23 0.06 0.16 0.19 0.08 0.32 Intersection Summary 11/1212024 Synchro 11 Report V3 Companies Page 5 Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 7: McHugh Rd & Veterans Pkw US 34 Timing Plan: Weekday AM Peak Area Type: Other Cycle Length: 110 Actuated Cycle Length: 110 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBTL, Start of Green Natural Cycle: 70 Control Type: Actuated -Coordinated Maximum vlc Ratio: 0.38 Intersection Signal Delay: 15.1 Intersection LOS: B Intersection Capacity Utilization 43.9% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 7: McHugh Rd & Veterans Pkwy (US 34) 01 IO2 433 — l05 t 06 07 03 11/12/2024 Synchro 11 Report V3 Companies Page 6 Costco Wholesale, Yorkville, 1 2031 Future w Project Traffic Volumes 1: McHugh Rd & Countryside Pkwy Timing Plan: Weekday AM Peak Intersection Intersection Delay, slveh 9.5 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tT tT+ T T Traffic Vol, vehlh 55 51 17 13 75 29 18 64 12 7 56 34 Future Vol, vehlh 55 51 17 13 75 29 18 64 12 7 56 34 Peak Hour Factor 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 Heavy Vehicles, % 2 0 8 0 0 9 0 0 22 67 4 0 Mvmt Flow 79 73 24 19 107 41 26 91 17 10 80 49 Number of Lanes 1 2 0 1 2 0 1 1 0 1 1 0 A -:r ac - ; EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 3 3 2 2 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 2 2 3 3 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 2 2 3 3 HCM Control Delay 94 9,2 9.6 9.8 HCM LOS A A A A Lane NBLn1 NBLn2 EBLn1 EBLn2 EBLn3 WBLn1 WBLn2 WBLn3 SBLn1 SBLn2 Vol Left, % 100% 0% 100% 0% 0% 100% 0% 0% 100% 0% Vol Thru, % 0% 84% 0% 100% 50% 0% 100% 46% 0% 62% Vol Right, % 0% 16% 0% 0% 50% 0% 0% 54% 0% 38% Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 18 76 55 34 34 13 50 54 7 90 LT Vol 18 0 55 0 0 13 0 0 7 0 Through Vol 0 64 0 34 17 0 50 25 0 56 RT Vol 0 12 0 0 17 0 0 29 0 34 Lane Flow Rate 26 109 79 49 49 19 71 77 10 129 Geometry Grp 6 6 6 6 6 6 6 6 6 6 Degree of Util (X) 0.045 0.173 0.138 0.078 0.075 0.033 0.115 0.12 0.021 0.202 Departure Headway (Hd) 6.345 5.734 6.318 5.779 5.563 6.316 5.812 5.587 7.477 5.66 Convergence, YIN Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Cap 566 626 569 621 645 568 619 643 480 638 Service Time 4.068 3.457 4.041 3.502 3.286 4.038 3.533 3.308 5.197 3.36 HCM Lane VIC Ratio 0.046 0.174 0.139 0.079 0,076 0.033 0.115 0.12 0.021 0.202 HCM Control Delay 9 4 9.7 10.1 9 8.7 9.3 9.3 9.1 10.4 9.8 HCM Lane LOS A A B A A A A A B A HCM 95th-tile Q 0.1 0.6 0.5 0.3 0.2 0.1 0.4 0.4 0.1 08 1111212024 Synchro 11 Report V3 Companies Page 1 Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 2- Costco Dwy II/Crimson Ln & Countryside Pkwy Timing Plan: Weekday AM Peak :i Int Delay, slveh 1.5 EBL EBT EBR UBR SM Lane Configurations ) tt ) tT 4 r F Traffic Vol, vehlh 9 57 18 0 99 5 12 0 4 8 0 6 Future Vol, vehlh 9 57 18 0 99 5 12 0 4 8 0 6 Conflicting Peds, #Ihr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - None None - None Storage Length 150 140 0 100 0 Veh in Median Storage, # - 0 - 0 - 0 - - 0 - Grade. % - 0 - 0 0 - - 0 - Peak Hour Factor 60 60 92 92 60 60 92 92 92 60 92 60 Heavy Vehicles, % 22 7 2 2 1 0 2 2 2 0 2 0 Mvmt Flow 15 95 20 0 165 8 13 0 4 13 0 10 Ma odMinor Ma art Ma'or2 Minorl Minor2 Conflicting Flow All 173 0 0 115 0 0 218 308 58 247 - 87 Stage 1 - - - - - - 135 135 - 169 Stage 2 - - 83 173 - 78 Critical Hdwy 4.54 4.14 7.54 6.54 6.94 7.5 6.9 Critical Hdwy Stg 1 - - 6.54 5.54 - 6.5 - Critical Hdwy Stg 2 - - - - 6.54 5.54 - 6.5 - Follow-up Hdwy 2.42 2.22 3.52 4.02 3,32 3.5 3.3 Pot Cap-1 Maneuver 1267 1472 719 605 996 692 0 961 Stage 1 - - 854 784 - 822 0 - Stage 2 - - - 916 755 - 928 0 - Platoon blocked, % Mov Cap-1 Maneuver 1267 - 1472 705 598 996 683 - 961 Mov Cap-2 Maneuver - - 705 598 - 683 Stage - 844 775 812 Stage 2 906 755 913 Approach EB WB NB SB HCM Control Delay, s 0.9 0 9.8 9.7 HCM LOS A A Minor LanelMaior Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLnI SBLn2 Capacity (vehlh) 705 996 1267 1472 - 683 961 HCM Lane V1C Ratio 0.019 0,004 0.012 - 0.02 0.01 HCM Control Delay (s) 10.2 8,6 7.9 0 10.4 8.8 HCM Lane LCS B A A A B A HCM 95th %tile Q(veh) 0.1 0 0 - 0 - 0.1 0 11/12/2024 Synchro 11 Report V3 Companies Page 1 Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes I Costco Dwy 2 & Countryside Pkwy Timing Plan: Weekday AM Peak I�ers Int Delay, slveh 1 6 Movemen . EBT 'r-l�i WBT NBL NBR Lane Configurations tt ) tf r Traffic Vol, vehlh 71 4 25 95 10 8 Future Vol, vehlh 71 4 25 95 10 8 Conflicting Peds, #Ihr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None - None - None Storage Length 120 - 0 0 Veh in Median Storage, # 0 - 0 0 - Crade, % 0 - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 77 4 27 103 11 9 Ma'or/Minor Ma'orl Ma'or2 Minorl Conflicting Flow All 0 0 81 0 185 41 Stage 1 - - - - 79 - Stage 2 - - 106 - Critical Hdwy - - 4A4 - 6.84 6,94 Critical Hdwy Stg 1 - 5.84 - Critical Hdwy Stg 2 - - - 5.84 - Follow-up Hdwy 2.22 - 3.52 3.32 Pot Cap-1 Maneuver 1515 - 787 1021 Stage 1 - 935 - Stage 2 - - - 907 - Platoon blocked, % Mov Cap-1 Maneuver - 1515 - 773 1021 Mov Cap-2 Maneuver - 773 - Stage 1 - - 935 - Stage 2 891 Approach EB WB NB HCM Control Delay, s 0 1.5 9.2 HCM LOS A Minor Lane/Maior Mvmt NBLn1 NBLn2 EBT EBR WBL WBT Capacity (vehlh) 773 1021 - 1515 HCM Lane V1C Ratio 0.014 0.009 0.018 HCM Control Delay (s) 9.7 8.6 - 7.4 - HCM Lane LOS A A A HCM 95th °/stile Q(veh) 0 0 - 0.1 11/12/2024 Synchro 11 Report V3 Companies Page 2 Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 4: Countryside Pkwy & Costco Dwy 3 Timing Plan: Weekday AM Peak Intersection int Delay, slveh 1.8 Movement EBL EBR SET SER NWL NWT Lane Configurations tt Traffic Vol, vehlh 0 52 79 0 0 119 Future Vol, vehlh 0 52 79 0 0 119 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized Stop None - None Storage Length 0 - Veh in Median Storage, # 0 0 0 Grade, % 0 0 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 57 86 0 0 129 Major/Minor Minorl Maori Ma'or2 Conflicting Flow All 43 0 0 Stage 1 - - - - Stage 2 - Critical Hdwy 6.94 Critical Hdwy Stg 1 - Critical Hdwy Stg 2 - Follow-up Hdwy - 3.32 Pot Cap-1 Maneuver 0 1018 0 - Stage 1 0 - 0 - Stage 2 0 - 0 - Platoon blocked, % Mov Cap-1 Maneuver - 1018 - Mov Cap-2 Maneuver Stage 1 - Stage 2 .Approach EB SE NW HCM Control Delay, s 8.7 0 0 HCM LOS A Minor Lane/Maior Mvmt NWT EBLn1 SET SER Capacity (vehlh) 1018 - HCM Lane VJC Ratio 0.056 - HCM Control Delay (s) - 8.7 - HCM Lane LOS A - HCM 95th %tile Q(veh) 0.2 - - 11/12/2024 Synchro 11 Report V3 Companies Page 3 Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 6: Veterans Pkw US 34 & Tuma Rd/Costco Dwy 4 Timing Plan: Weekday AM Peak Int Delay, slveh 1,8 Lane Configurations F I TT.) 11 TT F Traffic Vol, vehlh 0 0 38 25 0 71 31 701 12 15 412 47 Future Vol, vehlh 0 0 38 25 0 71 31 701 12 15 412 47 Conflicting Peds, #Ihr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - Stop - None - - None - - None Storage Length 0 - 215 - 275 215 Veh in Median Storage, # 0 - - 0 - 0 - - 0 - Grade, % 0 - - 0 - 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 4 2 2 2 2 9 7 7 2 Mvmt Flow 0 0 41 27 0 77 34 762 13 16 448 51 Major/Minor Minor2 Min.orl Ma'or1 Major2 Conflicting Flow All 224 1093 1368 388 499 0 0 775 0 0 Stage 1 - - 837 837 - - - - - - - Stage 2 - 256 531 - - - Critical Hdwy - 6.94 7.58 6.54 6.94 4.14 4.24 - Critical Hdwy Stg 1 - 6.58 5.54 - - - Critical Hdwy Stg 2 - 6.58 5.54 - - - - - - Follow-up Hdwy 3.32 3.54 4.02 3.32 2,22 2.27 Pot Cap-1 Maneuver 0 0 *938 *192 159 611 1277 805 - Stage 1 0 0 - *323 38C - - - Stage 2 0 0 - *880 609 - - - - - - Platoon blocked, % 1 1 1 1 Mov Cap-1 Maneuver - - *938 *177 151 611 1277 - 805 - - Mov Cap-2 Maneuver - *177 151 - - - Stage 1 - - *314 370 - - - - Stage 2 - *825 655 - Approach SE NW NE SW HCM Control Delay, s 9 18.4 0.3 0.3 HCM LOS A C Minor LanelMalor Mvmt NEL NET NERNWLn1 SELn1 SWL SWT SWR Capacity (vehlh) 1277 - 373 938 805 HCM Lane VIC Ratio 0.026 - 0.28 0.044 0.02 HCM Control Delay (s) 7.9 - - 18.4 9 9.6 HCM Lane LOS A C A A HCM 95th %tile Q(veh) 0.1 - 1.1 0.1 0.1 Notes -: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 11/12/2024 Synchro 11 Report V3 Companies Page 4 Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 8: McHugh Rd & Costco Dwy 5 Timing Plan: Weekday AM Peak Int Delay, slveh 3.1 WBL WBR NBT NBR SBL SBT Lane Configurations r + r* + Traffic Vol, veh/h 68 18 75 69 17 68 Future Vol, vehlh 68 18 75 69 17 68 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 0 145 150 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 74 20 82 75 18 74 Ma'orlMinor Minorl Ma'or1 Ma'or2 Conflicting Flow All 192 82 0 0 157 0 Stage 1 82 - - - - - Stage 2 110 - - Critical Hdwy 6.42 6.22 - - 4.12 Critical Hdwy Stg 1 5.42 - - Critical Hdwy Stg 2 5.42 - Follow-up Hdwy 3 518 3.318 2.218 Pot Cap-1 Maneuver 797 978 1423 Stage 1 941 - - Stage 2 915 - - - - Platoon blocked, % Mov Cap-1 Maneuver 787 978 - 1423 - Mov Cap-2 Maneuver 779 - - Stage 1 941 - Stage 2 903 Approach WB NB SB HCM Control Delay, s 9.8 0 1.5 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (vehlh) 779 978 1423 - HCM Lane VIC Ratio 0 095 0.02 0.013 HCM Control Delay (s) 10.1 8.8 7.6 - HCM Lane LOS B A A HCM 95th %tile Q(veh) - 0.3 0.1 0 11/12/2024 Synchro 11 Report V3 Companies Page 5 Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 9: McHugh Rd & Costco Dwy 6 Timing Plan: Weekday AM Peak Intersection Int Delay, slveh 0 L WBR Lane Configurations r Traffic Vol, vehlh 0 0 Future Vol, vehlh 0 0 Conflicting Peds, Or 0 0 Sign Control Stop Stop RT Channeiized - None Storage Length 0 0 Veh in Median Storage, # 0 - Grade, % 0 - Peak Hour Factor 92 92 Heavy Vehicles, % 2 2 Mvmt Flow 0 0 NBT NBR T 94 0 94 0 0 0 Free Free - None 0 0 92 2 102 SBL 0 85 0 85 0 0 Free Free - None 50 - - 0 - - 0 92 92 92 2 2 2 0 0 92 Major/Minor Minors Majorl Major2 Conflicting Flow All 194 102 0 0 102 0 Stage 1 102 - - - - - Stage 2 92 - - - Critical Hdwy 6.42 6.22 - 4.12 Critical Hdwy Stg 1 5.42 - Cri6cal Hdwy Stg 2 5A2 - Follow-up Hdwy 3.518 3.318 2.218 Pot Cap-1 Maneuver 795 953 1490 Stage 1 922 - - Stage 2 932 - - - - Platoon blocked, % Mov Cap-1 Maneuver 795 953 1490 - Mov Cap-2 Maneuver 786 - Stage 1 922 - - Stage 2 932 Approach WB NB SB _ HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Ml NBT NBRWBLn1WBLn2 SBL SBT Capacity (vehlh) 1490 HCM Lane VIC Ratio - HCM Control Delay (s) 0 0 0 HCM Lane LOS A A A HCM 95th %tile Q(veh) - - 0 11/12/2024 Synchro 11 Report V3 Companies Page 6 Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 5: Veterans Pkw US 34 & Countryside Pkwy Timing Plan: Weekday PM Peak Lane Group SEL SER NEL NET SWT SWIR Lane Configurations tt tt r Traffic Volume (vph) 206 23 24 749 1013 129 Future Volume (vph) 206 23 24 749 1013 129 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 200 0 180 250 Storage Lanes 0 1 1 1 Taper Length (ft) 25 160 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00 Frt 0.850 0.850 At Protected 0.950 0.950 Satd. Flow (prot) 1805 1615 1805 3574 3574 1524 Flt Permitted 0.950 0.228 Satd. Flow (perm) 1805 1615 433 3574 3574 1524 Right Turn on Red Yes Yes Satd. Flow (RTOR) 24 137 Link Speed (mph) 40 45 45 Link Distance (ft) 288 771 839 Travel Time (s) 4.9 11.7 12.7 Peak Hour Factor 0.94 C.94 0.94 094 0.94 0.94 Heavy Vehicles (%) 0% 0% 0% 1% 1% 6% Adj. Flow (vph) 219 24 26 797 1078 137 Shared Lane Trafhc (%) Lane Group Flow (vph) 219 24 26 797 1078 137 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 32 12 12 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 Number of Detectors 1 1 1 2 2 1 Detector Template Left Right Left Thru Thru Right Leading Detector (ft) 20 20 20 100 100 20 Trailing Detector (ft) 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 Detector 1 Size(ft) 20 2C 20 6 6 20 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channei Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 Detector 2 Size(ft) 6 6 Detector 2 Type CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 Turn Type Prot Perm pm+pt NA NA pm+ov Protected Phases 6 7 4 8 6 11/1212024 Synchro 11 Report V3 Companies Page 1 Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 5: Veterans Pkw US 34 & Countryside Pkwy Timing Plan: Weekday PM Peak Lane Group SEI_ SER NEL NET SWT SWR Permitted Phases 6 4 8 Detector Phase 6 6 7 4 8 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5,0 5.0 5.0 Minimum Split (s) 20.0 20.0 9.5 24.0 24.0 20.0 Total Split (s) 20.0 20.0 13.0 100.0 87.0 20.0 Total Split (%) 16.7% 16.7% 10.8°% 83.3% 72.5% %7% Maximum Green (s) 14.0 14.0 9.5 94.0 81.0 14.0 Yellow Time (s) 4.0 4.0 3.5 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 0.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 3.5 6.0 6.0 6.0 Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode Max Max None C-Max C-Max Max Walk Time (s) 7,0 7.0 Flash Dont Walk (s) 11.0 11.0 Pedestrian Calls (#Ihr) 0 0 Act Etfct Green (s) 14.0 14.0 96.5 94.0 88.3 110.7 Actuated gIC Ratio 0.12 0.12 0.80 0.78 0.74 0.92 vlc Ratio 1.04 0.11 006 0.28 0.41 0.10 Control Delay 125.2 18.7 2.0 2.4 7.0 0.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 125.2 18,7 2.0 2.4 7.0 0.3 LOS F B A A A A Approach Delay 114.7 2.4 6.2 Approach LOS F A A 90th %ile Green (s) 14.0 14.0 6.3 94.0 K2 14.0 90th %i€e Term Code MaxR MaxR Gap Coord Cccrd MaxR 70th %ile Green (s) 14.0 14.0 6.0 94.0 84.5 14.0 70th %ile Term Code MaxR MaxR Gap Coord Coord MaxR 50th %ile Green (s) 14.0 14.0 5.8 94.0 84.7 14.0 50th %ile Term Code MaxR MaxR Gap Coord Coord MaxR 30th %ile Green (s) 14.0 14.0 0.0 94.0 94.0 14.0 30th %ile Term Code MaxR MaxR Skip Coord Coord MaxR 10th %ile Green (s) 14.0 14.0 0.0 94.0 94.0 14.0 10th %de Term Code MaxR MaxR Skip Coord Coord MaxR Queue Length 50th (ft) -183 0 2 36 165 0 Queue Length 95th (ft) #341 26 6 54 206 6 Internal Link Dist (ft) 208 691 759 Turn Bay Length (ft) 200 180 250 Base Capacity (vph) 210 209 456 2799 2629 1416 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced vlc Ratio 1.04 0.11 0.06 0.28 0.41 0.10 Intersection Summary 11/1212024 Synchro 11 Report V3 Companies Page 2 Costco Wholesale, Yorkville, 1 2031 Future w Project Traffic Volumes 5: Veterans Pkw US 34 & Count side Pkwy Timing Plan: Weekday PM Peak Area Type: Other Cycle Length: 120 Actuated Cycle Length; 120 Offset 0 (0%), Referenced to phase 4:NETL and 8:SWT, Start of Green Natural Cycle: 60 Control Type: Actuated -Coordinated Maximum v1c Ratio: 1.04 Intersection Signal Delay: 16.4 Intersection LOS: B Intersection Capacity Utilization 49.4% ICU Level of Service A Analysis Period (min) 15 Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. SnRs and Phases 5: Veterans Pkwv (US 34) & Countryside Pkwv 06 04 rR J 07 11/12/2024 Synchro 11 Report V3 Companies Page 3 Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 7: McHugh Rd & Veterans Pkw US 34 Timing Plan: Weekday PM Peak --J' -4- 4,- t Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL S.BT SBR Lane Configurations 0 till t r Vi T Traffic Volume (vph) 104 609 29 159 727 51 61 77 87 60 117 112 Future Volume (vph) 104 609 29 159 727 51 61 77 87 60 117 112 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 180 0 180 0 110 110 195 0 Storage Lanes 1 0 1 0 1 1 1 0 Taper Length (ft) 170 180 105 120 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 Frt 0.993 0.990 0.850 0.927 Fit Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1805 3551 0 1787 3541 0 1770 1900 1568 1703 1744 0 Fit Permitted 0.278 0.325 0.376 0.704 Satd. Flow (perm) 528 3551 0 611 3541 0 700 1900 1568 1262 1744 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 5 7 93 34 Link Speed (mph) 45 45 30 35 Link Distance (ft) 892 1073 856 449 Travel Time (s) 13.5 16.3 19.5 8.7 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0,94 0.94 0.94 0.94 0.94 Heavy Vehicles (%) 0% 1 % 0% 1 % 1 % 0% 2% 0% 3% 6% 0% 2% Adj. Flow (vph) 111 648 31 169 773 54 65 82 93 64 124 119 Shared Lane Traffic (%) Lane Group Flow (vph) 111 679 0 169 827 0 65 82 93 64 243 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 2 1 1 2 Detector Template Left Thru Left Thru Left Thru Right Left Thru Leading Detector (ft) 20 100 20 100 20 100 20 20 100 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 20 20 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type CI+Ex CI+Ex CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend (s) 0,0 0.0 0.0 0.0 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+ov pm+pt NA Protected Phases 7 4 3 8 5 2 3 1 6 11/12/2024 Synchro 11 Report V3 Companies Page 4 Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 7: McHugh Rd & Veterans Pkw US 34 Timing Plan: Weekday PM Peak ` -. ,- t I Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 4 8 2 2 6 Detector Phase 7 4 3 8 5 2 3 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 24.0 9.5 24.0 9.5 24.0 9.5 10.5 24.0 Totai Split (s) 25.0 55.0 25.0 55.0 15.0 25.0 25.0 15.0 25.0 Total Split (%) 20.8% 45.8% 20.8% 45.8% 12.5% 20.8% 20.8% 12.5% 20.8% Maximum Green (s) 21.5 49.0 21.5 49.0 11.5 19.0 21.5 11.5 19.0 Yellow Time (s) 3.5 4.0 3.5 4.0 3.5 4.0 3.5 3.5 4.0 All -Red Time (s) 0.0 2.0 0.0 2.0 0.0 2.0 0.0 0.0 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) 3.5 6.0 3.5 6.0 3.5 6.0 3.5 3.5 6.0 LeadlLag Lead Lag Lead Lag Lead Lag Lead Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Max None C-Max None Max None None Max Walk Time (s) 7.0 TO 7.0 7.0 Flash Dont Waik (s) 11.0 11.0 11.0 11.0 Pedestrian Calls (#Ihr) 0 0 0 0 Act Effct Green (s) 71.3 60.4 74.7 62.2 33.7 23.7 39.7 33.7 23.7 Actuated gIC Ratio 0.59 0.50 0.62 0.52 0.28 0.20 0.33 0.28 0.20 v1c Ratio 0.28 0.38 0.35 0.45 0.24 0.22 0.16 0.17 0.65 Control Delay 10.4 19.2 10.9 18.3 32.7 44.5 6.6 31.6 48.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 10.4 19.2 10.9 18.3 32.7 44.5 6.6 31.6 48.8 LOS B B B B C D A C D Approach Delay 17.9 17.0 26.6 45.2 Approach LOS B B C D 90th %ile Green (s) 10A 57.6 12.9 60.1 11.5 19.0 12.9 11.5 19.0 90th %ile Term Code Gap Coord Gap Coord Max MaxR Gap Max MaxR 70th %ile Green (s) 9.1 59.4 11.1 61.4 9.8 20.6 11.1 9.9 20.7 70th %ile Term Code Gap Coord Gap Coord Gap MaxR Gap Gap MaxR 50th %ile Green (s) 8.3 60.5 1H 62.2 8.6 21.8 10.0 8.7 21.9 50th %ile Term Code Gap Coord Gap Coord Gap MaxR Gap Gap MaxR 30th %ile Green (s) 7.5 61.6 8.9 63.0 7.5 23.0 8.9 7.5 23.0 30th %ile Term Code Gap Coord Gap Coord Gap MaxR Gap Gap MaxR 10th %Ile Green (s) 6.4 63.1 7.4 64.1 0.0 34.0 7.4 0.0 34.0 10th %Ile Term Code Gap Coord Gap Coord Skip MaxR Gap Skip MaxR Queue Length 50th (ft) 31 162 49 182 36 55 0 36 154 Queue Length 95th (ft) 54 219 77 220 72 106 38 71 #288 Internal Link Dist (ft) 812 993 776 369 Turn Bay Length (ft) 180 180 110 110 195 Base Capacity(vph) 565 1791 600 1837 308 375 721 413 371 Starvation Cap Reductn 0 0 0 0 0 0 C 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 C 0 Reduced v1c Ratio 0.20 0.38 0.28 0.45 0.21 0.22 0.13 0.15 0.65 Jn#�rse�ti�n Summary 11/12/2024 Synchro 11 Report V3 Companies Page 5 Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 7: McHugh Rd & Veterans Pkw US 34 Timing Plan: Weekday PM Peak Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:VVBTL, Start of Green Natural Cycle: 70 Control Type Actuated -Coordinated Maximum vlc Ratio: 0.65 Intersection Signal Delay: 22.0 Intersection LOS: C Intersection Capacity Utilization 61.3% ICU Level of Service B Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases. 7: McHugh Rd & Veterans Pkwy (US 34 01 102 03 05 06 07 0$ 11/12/2024 Synchro 11 Report V3 Companies Page 6 Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 1: McHugh Rd & Countryside Pkwy Timing Plan: Weekday PM Peak Intersection Intersection Delay, slveh 10.5 Intersection LOS B Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT .SBR Lane Configurations + T+ +'+ Vi T+ Vi T Traffic Vol, vehfh 75 111 73 35 140 53 43 89 5 18 86 42 Future Vol, vehlh 75 111 73 35 140 53 43 89 5 18 86 42 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0,89 0.89 0.89 0.89 0.89 0.89 0.89 Heavy Vehicles, % 0 0 0 0 1 0 0 0 0 0 0 0 Mvmt Flow 84 125 82 39 157 60 48 100 6 20 97 47 Number of Lanes 1 2 0 1 2 0 1 1 0 1 1 0 Approach EB WB NB _ SB Opposing Approach WB EB SB NB Opposing Lanes 3 3 2 2 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 2 2 3 3 Conficting Approach Right NB SB WB EB Conflicting Lanes Right 2 2 3 3 HCM Control Delay 10.3 10.2 10.7 11.1 HCM LOS B B B B Lane NBLn1 NB1-n2 EBLn1 EBLn2 EBLn3 WBLn1 WBLn2 WBLn3 SBLn1 SBLn2 Vol Left, % 100% 0% 100% 0% 0% 100°% 0% 0% 100% 0% Vol Thru, % 0% 95% 0% 100% 34% 0% 100% 47% 0% 67% Vol Right, % 0% 5% 0% 0% 66% 0% 0% 53% 0% 33% Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 43 94 75 74 110 35 93 100 18 128 LT Vol 43 0 75 0 0 35 0 0 18 0 Through Vol C 89 0 74 37 0 93 47 0 86 RT Vol 0 5 0 0 73 0 0 53 0 42 Lane Flow Rate 48 106 84 83 124 39 105 112 20 144 Geometry Grp 6 6 6 6 6 6 6 6 6 6 Degree of Util (X) 0.094 0.19 0.158 0.144 0.198 0.075 0.185 0.185 0.039 0.251 Departure Headway (Hd) 7.03 6,491 6.751 6.245 5.774 6.823 6.334 6.939 7.016 6.284 Convergence, YIN Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Cap 509 551 530 573 619 524 565 602 509 570 Service Time 4.789 4.25 4.504 3.998 3.527 4.574 4.085 3.691 4.772 4.041 HCM Lane VIC Ratio 0.094 0.192 0.158 0.145 0.2 0.074 0.186 0.186 0.039 0.253 HCM Control Delay 10.5 10.8 10.8 10.1 10 10.1 10.5 10 10.1 11.2 HCM Lane LOS B B B B A B B A B B HCM 95th-tile Q 0.3 0.7 0.6 0.5 0.7 0.2 0.7 0.7 0.1 1 11112/2024 Synchro 11 Report V3 Companies Page 1 Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 2: Costco Dwy 1 /Crimson Ln & Countryside Pkwy Timing Plan: Weekday PM Peak low Int Delay; slveh 2.1 merit El3r�IBT EB . &9L SBL ; BR Lane Configurations tt ) 0 4 r r Traffic Vol, vehlh 7 87 47 0 115 4 37 0 12 8 0 9 Future Vol, vehlh 7 87 47 0 115 4 37 0 12 8 0 9 Conflicting Peds, #Ihr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - - None None - - None Storage Length 150 140 0 100 - 0 Veh in Median Storage, # - 0 - - 0 - 0 - - 0 - Grade, % - 0 - 0 - 0 - - 0 - Peak Hour Factor 82 82 92 92 82 82 92 92 92 82 92 82 Heavy Vehicles, % 0 1 2 2 2 0 2 2 2 0 2 0 Mvmt Flow 9 106 51 0 140 5 40 0 13 10 0 11 Ma'or/Minor Ma'orl Ma'or2 Minorl Minor2 Conflicting Flow All 146 0 0 157 0 0 220 295 79 214 - 73 Stage 1 - - - - - - 150 150 - 143 Stage 2 - - 70 145 - 71 Critical Hdwy 4.1 4.14 - 7.54 6.54 6.94 7.5 6.9 Critical Hdwy Stg 1 - - 6.54 5,54 - 6.5 - Critical Hdwy Stg 2 - - - - 6.54 5.54 - 6.5 - Fo1ow-up Hdwy 2.2 2.22 3.52 4.02 3.32 3.5 3.3 Pot Cap-1 Maneuver 1450 1420 - 717 615 965 729 0 981 Stage 1 - - 837 772 - 851 0 - Stage 2 - - - 932 776 - 936 0 - Platoon blocked, % Mov Cap-1 Maneuver 1450 - 1420 - - 706 611 965 716 - 981 Mov Cap-2 Maneuver - - 706 611 - 716 Stage 1 - - - 832 767 846 - Stage 2 922 776 918 Approach EB WB NB SB HCM Control Delay, s 0.4 0 10 9.4 HCM LOS B A Minor LanelMaior Mvmt NBLnl NBLn2 EBL EBT EBR WBL WBT WBR SBLnl SBLn2 Capacity (vehlh) 706 965 1450 - 1420 716 981 HCM Lane VIC Ratio 0.057 0.014 0.006 - 0.014 0,011 HCM Control Delay (s) 10.4 8,8 7.5 - 0 - 10.1 8.7 HCM Lane LOS B A A A B A HCM 95th %ile Q(veh) 0.2 0 0 - 0 - - 0 0 11/12/2024 Synchro 11 Report V3 Companies Page 1 Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 3: COstco Dwy 2 & Countryside Pkwy Timing Plan: Weekday PM Peak Int Delay, slveh 2.7 EBT EBR WBL WBT NBL NBR Lane Configurations tt ) t+ r Traffic Vol, vehlh 105 12 55 97 22 24 Future Vol, vehlh 105 12 55 97 22 24 Conflicting Peds, 91hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None - None - None Storage Length 120 - 0 0 Veh in Median Storage, # 0 - 0 0 - Grade, % 0 - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 114 13 60 105 24 26 Major/Minor Major1 Ma'or2 Minorl Conflicting Flow All 0 0 127 0 294 64 Stage 1 - - - - 121 - Stage 2 - 173 - Critical Hdwy - 4.14 - 6.84 6.94 Critical Hdwy Stg 1 - 5.84 - Critical Hdwy Stg 2 - - 5.84 - Follow-up Hdwy 2.22 3.52 3.32 Pot Cap-1 Maneuver - 1457 673 987 Stage 1 - 891 - Stage 2 - - - 840 - Platoon blocked, % Mov Cap-1 Maneuver 1457 - 645 987 Mov Cap-2 Maneuver - 645 - Stage 1 - - 891 - Stage 2 806 Approach EB WB NB HCM Control Delay, s 0 2.7 9.7 HCM LOS A Minor Lane/Maior Mvmt NBLn1 NBLn2 EBT EBR WBL WBT Capacity (veWh) 645 987 1457 HCM Lane VIC Ratio 0.037 0.026 0.041 HCM Control Delay (s) 10.8 8.7 - 7.6 HCM Lane LOS B A A HCM 95th %tile Q(veh) 0.1 0.1 0.1 11/12/2024 Synchro 11 Report V3 Companies Page 2 Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 4: Countryside Pkwy & COStco Dwy 3 Timing Plan: Weekday PM Peak Int Delay, slveh 2.6 e : _ ._. EBL EBR SET SER NWL NWT Lane Configurations r tT+ tt Traffic Vol, vehlh 0 109 129 0 0 153 Future Vol, veh/h 0 109 129 0 0 153 Conflicting Peds, #Ihr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized _ Stop None None Storage Length 0 - Veh in Median Storage, # 0 - 0 0 Grade, % 0 - 0 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 118 140 0 0 166 Major/Minor Minorl Ma'orl Ma'or2 Conflicting Flow All 70 0 0 Stage 1 - - - - - Stage 2 - Critical Hdwy - 6.94 - - Critical Hdwy Stg 1 - Critical Hdwy Stg 2 - - Follow-up Hdwy - 3.32 Pot Cap-1 Maneuver 0 978 - 0 Stage 1 0 - 0 Stage 2 0 - - 0 - Platoon blocked, % Mov Cap-1 Maneuver - 978 - Mov Cap-2 Maneuver - Stage 1 - - - Stage 2 - Approach EB SE NW HCM Control Delay, s 9.2 0 0 HCM LOS A Minor LanelMaior Mvmt NWT EBLn1 SET SER Capacity (vehlh) 978 HCM Lane VIC Ratio 0,121 HCM Control Delay (s) 9.2 - HCM Lane LOS A HCM 95th %tile Q(veh) 0.4 11/12/2024 Synchro 11 Report V3 Companies Page 3 Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 6: Veterans Pkw US 34 & Tuma Rd/Costco Dwy 4 Timing Plan: Weekday PM Peak Intersection Int Delay, s/veh Movement 3.5 SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations r ) +I Vii tt r Traffic Vol, vehlh 0 0 75 33 0 55 65 699 31 59 877 99 Future Vol, veh/h 0 0 75 33 0 55 65 699 31 59 877 99 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - Stop None - None - - None Storage Length - 0 215 275 215 Veh in Median Storage, # - 0 - 0 - 0 - 0 - Grade, % - 0 - 0 - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 0 2 0 2 1 0 0 1 2 Mvmt Flow 0 0 82 36 0 60 71 760 34 64 953 108 Ma'or1M1nor Minor2 Minor1 Ma'orl Ma'or2 Conflicting Flow All 477 1524 21 C8 397 1061 0 0 794 0 0 Stage 1 - 919 919 - - - - - Stage 2 - 605 1189 - - Critical Hdwy 6.94 7.5 6.54 6.9 4.14 4A - Crltical Hdwy Stg 1 - 6.5 5.54 - - Critical Hdwy Stg 2 - 6.5 5.54 - - - - - Follow-up Hdwy 3,32 3.5 4.02 3.3 2.22 2.2 Pot Cap-1 Maneuver 0 0 *721 *91 52 608 1004 - 836 Stage 1 0 C - *296 348 - - - Stage 2 0 0 - *683 452 - - - - Platoon blocked, % 1 1 1 1 Mov Cap-1 Maneuver - - *721 *72 44 608 1004 836 Mov Cap-2 Maneuver - *72 44 - - - Stage 1 - - *275 323 - - - - - - Stage 2 - *560 417 - Approach SE NW NE SW HCM Control Delay, s 10.6 56.3 0.7 0.6 HCM LOS B F Minor Lane/Major Mvmt NEL NET NERNWLn1 SELn1 SWL SWT SWR Capacity (veh/h) 1004 160 721 836 HCM Lane VIC Ratio 0.07 0.598 0.113 0.077 HCM Control Delay (s) 8.9 - 56.3 10.6 9.7 - HCM Lane LOS A F B A HCM 95th %tile Q(veh) 0.2 3.2 0.4 0.2 - Notes -: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 11/1212024 Synchro11 Report V3 Companies Page 4 Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 8: McHugh Rd & Costco Dwy 5 Timing Plan: Weekday PM Peak Int Delay, slveh 3.4 L WBR NBT NBR SBL SBT Lane Configurations r t r '� t Traffic Vol, veh/h 125 31 106 125 31 163 Future Vol, vehlh 125 31 106 125 31 163 Conflicting Peds, Or 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None None - gone Storage Length 0 0 145 150 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 136 34 115 136 34 177 Ma'or[Minor Minors Ma or1 Ma'or2 Conflicting Fiow All 360 115 0 0 251 0 Stage 1 115 - - - - - Stage 2 245 - - Critical Hdwy 6.42 6.22 - 4.12 Critical Hdwy Stg 1 5.42 - - Critical Hdwy Stg 2 5.42 - - - Follow-up Hdwy 3,518 3.318 2.218 Pot Cap-1 Maneuver 639 937 1314 Stage 1 910 - - Stage 2 796 - - - Platoon blocked, % Mov Cap-1 Maneuver 622 937 1314 Mov Cap-2 Maneuver 659 - - Stage 1 910 - Stage 2 775 - Ap proach WB NB SIB HCM Control Delay, s 11.3 0 1.2 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (vehlh) 659 937 1314 - HCM Lane VIC Ratio 0.206 0.036 0,026 HCM Control Delay (s) - - 11.9 9 7.8 - HCM Lane LOS B A A HCM 95th %tile Q(veh) - - 0.8 0.1 0.1 - 11/12/2024 Synchro 11 Report V3 Companies Page 5 Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 9: McHugh Rd & Costco DwX 6 Timing Plan: Weekday PM Peak Int Delay, slveh 0 Pope ie7 ""- WBL WBR NB Lane Configurations r Traffic Vol, vehlh 0 0 137 0 0 194 Future Vol, vehlh 0 0 137 0 0 194 Conflicting Peds, Xhr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None None - None Storage Length 0 0 50 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 0 149 0 0 211 Major/Minor Minorl Ma'or1 Major2 Conflicting Flow All 360 149 0 0 149 0 Stage 1 149 - - - - - Stage 2 211 - - Critical Hdwy 6.42 6.22 4.12 Critical Hdwy Stg 1 5.42 - - Critical Hdwy Stg 2 5A2 - - - Follow-up Hdwy 3.518 3.318 2,218 Pot Cap-1 Maneuver 639 898 - 1432 Stage 1 879 - - Stage 2 824 - - - Platoon blocked, % Mov Cap-1 Maneuver 639 898 1432 Mov Cap-2 Maneuver 679 - - Stage 1 879 - Stage 2 824 Approach WB NB SB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLnlWBLn2 SBL SBT Capacity (vehlh) 1432 HCM Lane VIC Ratio - HCM Control Delay (s) 0 0 0 HCM Lane LOS A A A HCM 95th °/fltile Q(veh) - - 0 11/1212024 Synchro 11 Report V3 Companies Page 6 Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 5: Veterans Pkw US 34 & Countryside Pkwy Timing Plan: Saturday MD Peak Lane Group SEL SER NEL NET SWT SWR Lane Configurations r tt tt r Traffic Volume (vph) 275 22 19 697 707 161 Future Volume (vph) 275 22 19 697 707 161 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 200 0 180 250 Storage Lanes 0 1 1 1 Taper Length (ft) 25 160 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1787 1615 1805 3574 3574 1538 Flt Permitted 0.950 0.336 Satd. Flow (perm) 1787 1615 638 3574 3574 1538 Right Turn on Red Yes Yes Satd. Flow (RTOR) 23 169 Link Speed (mph) 40 45 45 Link Distance (ft) 288 771 839 Travel Time (s) 4.9 11.7 12.7 Peak Hour Factor 0.95 0.95 0.95 0,95 0.95 0.95 Heavy Vehicles(%) 1% 0% 0% 1% 1% 5% Adj. Flow (vph) 289 23 20 734 744 169 Shared Lane Traffic (%) Lane Group Flow (vph) 289 23 20 734 744 169 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 32 12 12 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 Number of Detectors 1 1 1 2 2 1 Detector Template Left Right Left Thru Thru Right Leading Detector (ft) 20 20 20 100 100 20 Trailing Detector (ft) 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 Detector 1 Size(ft) 20 20 20 6 6 20 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0 0 0 0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 Detector 2 Size(ft) 6 6 Detector 2 Type CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 Turn Type Prot Perm pm+pt NA NA pm+ov Protected Phases 6 7 4 8 6 11/12/2024 Synchro 11 Report V3 Companies Page 1 Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 5: Veterans Pkw US 34 & Countryside Pkwy Timing Plan: Saturday MD Peak Lane Group SEL SER NEL NET SWT SWR Permitted Phases 6 4 8 Detector Phase 6 6 7 4 8 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 20.0 20.0 9.5 24.0 24.0 20.0 Total Split (s) 20.0 20.0 13.0 80.0 67.0 20.0 Total Split (%) 20.0% 20.0% 13.0% 80.0% 67.0% 20.0°% Maximum Green (s) 14.0 14.0 9.5 74.0 61.0 14.0 Yellow Time (s) 4.0 4.0 3,5 4.0 4.0 4.0 Ali -Red Time (s) 2.0 2.0 0.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 3.5 6.0 6.0 6.0 LeadlLag Lead Lag Lead -Lag Optimize? Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode Max Max None C-Max C-Max Max Walk Time (s) 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 Pedestrian Calls (#/hr) 0 0 Act Effct Green (s) 14.0 14.0 76.5 74.0 70.2 93.8 Actuated g/C Ratio 0.14 0.14 0.76 0.74 0.70 0.94 vlc Ratio 1.16 0.09 0.04 0.28 0.30 0.12 Control Delay 145.6 16.0 1.6 2.2 6.5 0.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 145.6 16.0 1.6 2.2 6.5 0A LOS F B A A A A Approach Delay 1361 2.2 5.4 Approach LOS F A A 90th %ile Green (s) 14.0 %0 6.2 74.0 64.3 14.0 90th %ile Term Code MaxR MaxR Gap Coord Coord MaxR 70th %ile Green (s) 14.0 14.0 5.9 74.0 64.6 14.0 70th %ile Term Code MaxR MaxR Gap Coord Coord MaxR 50th %ile Green (s) 14.0 14.0 0.0 74.0 74.0 14.0 50th %ile Term Code MaxR MaxR Skip Coord Coord MaxR 30th %ile Green (s) 14.0 14.0 0.0 74.0 74.0 14.0 30th %ile Term Code MaxR MaxR Skip Coord Coord MaxR 10th %ile Green (s) 14.0 14.0 0.0 74.0 74.0 14.0 10th %ile Term Code MaxR MaxR Skip Coord Coord MaxR Queue Length 50th (ft) -219 0 1 29 68 0 Queue Length 95th (ft) #381 23 m3 39 133 7 Internal Link Dist (ft) 208 691 759 Turn Bay Length (ft) 200 180 250 Base Capacity (vph) 250 245 598 2644 2508 1453 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced vto Ratio 1.16 0.09 0.03 0.28 0.30 0.12 Intersion.Summary -- 11/12/2024 Synchro 11 Report V3 Companies Page 2 Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 5: Veterans Pkwy US 34 & Countryside Pkwy Timing Plan: Saturday MD Peak Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 4 NETL and 8 SWT, Start of Green Natural Cycle: 55 Control Type: Actuated -Coordinated Maximum v1c Ratio: 1.16 Intersection Signal Delay: 24.8 Intersection LOS. C Intersection Capacity Utilization 44.8% ICU Level of Service A Analysis Period (min) 15 — Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 5: Veterans Pkwy (US 34) & Countryside Pkwy t(Ro'1*04 0608 11112/2024 Synchro 11 Report V3 Companies Page 3 Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 7: McHugh Rd & Veterans Pkw US 34 Timing Plan: Saturday MD Peak Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 0 tT t r T Traffic Volume (vph) 134 643 20 106 520 59 39 55 65 69 77 126 Future Volume (vph) 134 643 20 106 520 59 39 55 65 69 77 126 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 180 0 180 0 110 110 195 0 Storage Lanes 1 0 1 0 1 1 1 0 Taper Length (ft) 170 180 105 120 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 Frt 0.995 0.985 0.850 0,907 FIt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 3592 0 1805 3524 0 1805 1900 1568 1805 1723 0 Flt Permitted 0.342 0.311 0.592 0.659 Satd. Flow (perm) 637 3592 0 591 3524 0 1125 1900 1568 1252 1723 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 3 13 71 73 Link Speed (mph) 45 45 30 35 Link Distance (ft) 892 1073 856 449 Travel Time (s) 13.5 16.3 19.5 8.7 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 096 Heavy Vehicles (%) 2% 0% 0% 0% 1 % 0% 0% 0% 3% 0% 0% 0% Adj. Fiow (vph) 140 67C 21 110 542 61 41 57 68 72 80 131 Shared Lane Traffic {%) Lane Group Flow (vph) 140 691 0 110 603 0 41 57 68 72 211 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 2 1 1 2 Detector Template Left Thru Left Thru Left Thru Right Left Thru Leading Detector (ft) 20 100 20 100 20 100 20 20 100 Trailing Detector (ft) 0 C 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 20 20 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend (s) 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 Detector 1 Delay (s) 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type CI+Ex CI+Ex CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+ov pm+pt NA Protected Phases 7 4 3 8 5 2 3 1 6 11/12/2024 Synchro 11 Report V3 Companies Page 4 Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 7: McHugh Rd & Veterans Pkw US 34 Timing Plan: Saturday MD Peak Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 4 8 2 2 6 Detector Phase 7 4 3 8 5 2 3 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 24.0 9.5 24.0 9.5 24.0 9.5 10.5 24.0 Total Split (s) 20.0 40.0 20.0 40.0 15.0 25.0 20.0 15.0 25.0 Total Split (%) 20.0% 40.0% 20.0% 40.0% 15.0% 25.0% 20,0% 15.0% 25.0% Maximum Green (s) 16.5 34.0 16.5 34.0 11.5 19.0 16.5 11.5 19.0 Yeliow Time (s) 3.5 4.0 3.5 4,0 3.5 4.0 3.5 3.5 4,0 All -Red Time (s) 0.0 2.0 0.0 2.0 0.0 20 0.0 0.0 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) 3.5 6.0 3.5 6.0 3.5 6.0 3.5 3,5 6.0 Lead/Lag Lead Lag Lead Lag Lead tag Lead Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3,0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Max None C-Max None Max None None Max Walk Time (s) 7.0 7.0 7.0 7.0 Flash Dent Walk (s) 11.0 11.0 11.0 11.0 Pedestrian Calls (#!hr) 0 0 0 0 Act E€fct Green (s) 53.9 42.2 52.1 41.2 32.6 24.2 38.5 35.3 272 Actuated g/C Ratio 0.54 0.42 0.52 0.41 0.33 0.24 0.38 0.35 0.27 vlc Ratio 0.31 0.46 0.27 0.41 0.10 0.12 0.11 0.15 0.40 Control Delay 12.3 22.1 12.3 22.6 21.5 33.1 5.4 22.0 23.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 12.3 22.1 12.3 22.6 21.5 33.1 5.4 22.0 23.4 LOS B C B C C C A C C Approach Delay 20.5 21.0 18.9 23.1 Approach LOS C C B C 90th %ile Green (s) 12.0 39.9 10.6 38.5,; 8.8 19.8 10.6 10.7 21.7 90th %ile Term Code Gap Coord Gap Coord Gap MaxR Gap Gap MaxR 70th %ile Green (s) �0.3 41.3 9,24 0. _ 7.7 21.4 9.2 9.1 22.8 70th %ile Term Code Gap Coord Gap Coord Gap MaxR Gap Gap MaxR 50th %ile Green (s) 4.2 42.2 8.3 i': 6.9 22.4 8.3 8.1 23.6 50th %ile Term Code Gap Coord Gap Coord Gap MaxR Gap Gap MaxR 30th %ile Green (s) 8.1 43.1 7.4"42.4 0.0 23.4 7.4 7.1 34.0 30th %ile Term Code Gap Coord Gap Coord Skip MaxR Gap Gap MaxR 10th %ile Green (s) 6.7 44.3 6.2 43.8 0.0 34.0 6.2 0.0 34.0 10th %ile Term Code Gap Coord Gap Coord Skip MaxR Gap Skip MaxR Queue Length 50th (ft) 40 161 31 122 17 29 0 30 73 Queue Length 95th (ft) 69 221 60 181 40 65 26 61 148 Internal Link Dist (ft) 812 99, . 776 369 Turn Bay Length (ft) 180 180 110 110 195 Base Capacity (vph) 546 1516 534 1460 ems:: �__ _gn. 459 770 518 522 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced vlc Ratio 0.26 0.46 0.21 0.41 0.09 0.12 0.09 0.14 0,40 Intersection Summary 11/12/2024 Synchro 11 Report V3 Companies Page 5 Costco Wholesale, Yorkville, 1L 2031 Future w Project Traffic Volumes 7: McHugh Rd & Veterans Pkw US 34 Timing Plan: Saturday MI] Peak Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 4:BBTL and 8:WBTL, Start of Green Natural Cycle: 70 Control Type: Actuated -Coordinated Maximum vlc Ratio: 0.46 Intersection Signal Delay: 20.9 Intersection LOS: C Intersection Capacity Utilization 56,9% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 7: M w McHugh Rd & Veterans Pky {US 34) { 'Vol E 02 003 —1�04 R'- I 4--• 05 T 06 07 08 11/12/2024 Synchro 11 Report V3 Companies Page 6 Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 1: McHugh Rd & Count side Pkwy Timing Plan: Saturday MD Peak intersection Intersection Delay, slveh 10 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SSR Lane Configurations 0 0 T T Traffic Vol, vehlh 58 139 76 28 172 49 61 68 1 30 47 20 Future Vol, veh/h 58 139 76 28 172 49 61 68 1 30 47 20 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 0 0 C 0 1 4 0 2 0 0 0 0 Mvmt Flow 63 151 83 30 187 53 66 74 1 33 51 22 Number of Lanes 1 2 0 1 2 0 1 1 0 1 1 0 EB SB Opposing Approach WB EB SB NB Opposing Lanes 3 3 - ;2 2 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 2 2 _ &3 3 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 2 2 --=__... _ .. 3 3 HCM Control Delay 9.9 10.1 10.3 10 HCM LOS A B B A Lane NBLn1 NBLn2 EBLn1 EBLn2 EBLn3 WBLn1 WBLn2 WBLn3 SBLn1 SBLn2 Vol Left, % 100% 0% 100% 0% 0% 100% 0% 0% 100% 0% Vol Thru, % 0% 99% 0% 100% 38% 0% 100% 54% _ 0% 70% Vol Right, % 0% 1% 0% 0% 62% 0% 0% 466k 0% 30% Sign Control Stop Stop Stop Stop Stop Stop Stop StopStop Stop Traffic Vol by Lane 61 69 58 93 122 28 115 106 30 67 LT Vol 61 0 58 0 0 28 0 0 30 0 Through Vol 0 68 0 93 46 0 116 57 0 47 RT Vol 0 1 0 0 76 0= 0 49 0 20 Lane Flow Rate 66 75 63 101 133 30 125 116 33 73 Geometry Grp 6 6 6 6 6 6 6 6 6 Degree of Util (X) 0.127 0.133 0.114 0.168 0.206 0.056 0.21 0.186 0.063 C.127 Departure Headway (Hd) 6.885 6.408 6.524 6,019 5.58 6.5683 6.08 5,806 6.988 6.278 Convergence, YIN Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Cap 520 559 550 596 644 546 591 '_AL8 513 571 Service Time 4.626 4.149 4.26 3.755 3.316 4.304 3.816 3.542 4.731 4.02 HCM Lane VIC Ratio 0.127 0.134 0.115 0.169 0,207 0,055 0.212- 67TW 0.064 0.128 HCM Control Delay 10.6 10.1 10.1 10 9.8 9.7 10.4 9.9 10.2 9.9 HCM Lane LOS B B B A-, A A.__ _ B A HCM 95th-tile Q 0.4 0.5 0A 0.6 0.8 0.2 0.8 0.7 0.2 0.4 11112/2024 Synchro 11 Report V3 Companies Page 1 Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 2: Costco Dw I/Crimson Ln & Countryside Pkwy Timing Plan: Saturday MD Peak Int Delay, sfveh 2.1 Went EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) ++ tT 4 r r Traffic Vol, vehlh 1 100 70 0 130 0 63 0 21 0 0 0 Future Vol, vehlh 1 100 70 0 130 0 63 0 21 0 0 0 Conflicting Peds, #Ihr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - None None - - None Storage Length 150 140 0 100 0 Veh in Median Storage, # - 0 - 0 - 0 - - 0 - Grade, % - 0 - 0 0 - - 0 - Peak Hour Factor 85 85 92 92 85 85 92 92 92 85 92 85 Heavy Vehicles, % 0 0 2 2 3 0 2 2 2 0 2 0 Mvmt Flow 1 118 76 0 153 0 68 0 23 0 0 0 Major/Minor Ma'orl Ma'or2 Minorl Minor2 Conflicting Flow All 153 0 0 194 0 0 235 311 97 214 - 77 Stage 1 - - - - - - 158 158 - 153 - - Stage 2 - - 77 153 - 61 - - Critical Hdwy 4.1 4.14 - 7.54 6.54 6.94 7.5 - 6.9 Critical Hdwy Stg 1 - - 6.54 5.54 6.5 - - Critical Hdwy Stg 2 - - - - - 6.54 5.54 6.5 - - Foliow-up Hdwy 2.2 2.22 3.52 4.02 332 3.5 - 3.3 Pot Cap-1 Maneuver 1440 - 1377 - 700 602 940 729 0 975 Stage 1 - 828 766 - 840 0 - Stage 2 - - 923 770 - 949 0 - Platoon blocked, % Mov Cap-1 Maneuver 1440 - 1377 699 601 940 711 - 975 Mov Cap-2 Maneuver - - 699 601 - 711 Stage 1 - - 827 765 839 - Stage 2 923 770 925 Approach EB WB NB SB HCM Control Delay, s 0 0 10.3 0 HCM LOS B A Minor LanelMaior Mvmt NBLn1 NBLn2 EBL EST EBR WBL WBT WBR SBLn1 SBLn2 Capacity (vehlh) 699 940 1440 - 1377 HCM Lane V1C Ratio 0.098 0.024 0.001 - HCM Control Delay (s) 10.7 8,9 7.5 - 0 - - 0 0 HCM Lane LOS B A A A - - A A HCM 95th %tile Q(veh) 0.3 0.1 0 0 - - - - 11/12/2024 Synchro11 Report V3 Companies Page 1 Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 3: Costco Dwy 2 & Countryside Pkwy Timing Plan: Saturday MD Peak Intersection Int Delay, slveh 3.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations tt ) tt I r Traffic Vol, vehlh 111 20 79 100 31 42 Future Vol, vehlh 111 20 79 100 31 42 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None - None - None Storage Length 120 - 0 0 Veh in Median Storage, # 0 - 0 0 - Grade, % 0 - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 121 22 86 109 34 46 Ma orlMinor Ma'or1 Ma W Minorl Conflicting Flow All 0 0 143 0 359 72 Stage 1 - - - - 132 - Stage 2 - - 227 - Critical Hdwy 4.14 - 6.84 6.94 Critical Hdwy Stg 1 - - 5.84 - Critical Hdwy Stg 2 - - 5.84 - Foliow-up Hdwy 2.22 - 3.52 3.32 Pot Cap-1 Maneuver 1437 - 613 975 Stage 1 - 880 - Stage 2 - - - - 789 - Platoon blocked, % Mov Cap-1 Maneuver - 1437 - 576 975 Mov Cap-2 Maneuver - 576 - Stage 1 - - 880 - Stage 2 742 - . Approach EB WB NB HCM Control Delay, s 0 3.4 10 HCM LOS B Minor LanelMaior Mvmt NBLn1 NBLn2 EBT EBR WBL WBT Capacity (vehlh) 576 975 - 1437 - HCM Lane VIC Ratio 0.058 0.047 0.06 - HCM Control Delay (s) 11.6 8.9 - 7.7 - HCM Lane LOS B A A HCM 95th °/stile Q(veh) 0.2 0.1 - 0.2 11/12/2024 Synchro 11 Report V3 Companies Page 2 Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 4: Countryside Pkwy & Costco Dwy 3 Timing Plan: Saturday MD Peak Int Delay, slveh 3 fffflmlff EBL EBR SET ER N ' Lane Configurations +T. tt Traffic Vol, vehlh 0 153 153 0 0 180 Future Vol, vehlh 0 153 153 0 0 180 Conflicting Peds, #Ihr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - Stop None None Storage Length - 0 - Veh in Median Storage, # 0 - 0 0 Grade, % 0 - 0 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 166 166 0 0 196 Major/Minor Minorl Ma'orl Ma'or2 Conflicting Flow All 63 0 0 Stage 1 - - - - Stage 2 - Critical Hdwy 6.94 Critical Hdwy Stg 1 - Critical Hdwy Stg 2 - - - Follow-up Hdwy - 3.32 Pot Cap-1 Maneuver 0 960 0 Stage 1 0 - 0 Stage 2 0 - - 0 Platoon blocked, % Mov Cap-1 Maneuver - 960 - - - Mov Gap-2 Maneuver - - Stage 1 - - - Stage 2 - Approach EB SE NW HCM Control Delay, s 9.5 0 0 HCM LOS A Minor LanelMaior Mvmt NWT EBLn1 SET SER Capacity (vehlh) 960 HCM Lane VIC Ratio 0.173 HCM Control Delay (s) - 9.5 HCM Lane LOS A HCM 95th %tile Q(veh) - 0.6 - 11112/2024 Synchro 11 Report V3 Companies Page 3 Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 6: Veterans Pkw US 34 & Tuma Rd/Costco Dwy 4 Timing Plan: Saturday MD Peak Int Delay, slveh 2.2 en = SF' NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations +T+ +11k ) tt r Traffic Vol, vehlh 0 0 102 21 0 36 89 654 36 35 555 139 Future Vol, vehlh 0 0 102 21 0 36 89 654 36 35 555 139 Conflicting Peds, #Ihr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized Stop None - None - - None Storage Length 0 215 275 - 215 Veh in Median Storage, # 0 - 0 - 0 - - 0 - Grade, % 0 - 0 - 0 - 0 - Peak Hour Factor 92 92 92 93 92 93 92 93 93 93 93 92 Heavy Vehicles, % 2 2 2 5 2 0 2 1 0 0 1 2 Mvmt Flow 0 0 Ill 23 0 39 97 703 39 38 597 151 Major/Minor Minor2 Minorl Ma'or1 Ma'or2 Conflicting Flow All 299 1292 1741 371 748 0 0 742 0 0 Stage 1 - 917 917 - - - - - - - Stage 2 - 375 824 - - - Critical Hdwy - - 6.94 7.6 6.54 6.9 4.14 - 4.1 Critical Hdwy Stg 1 - 6.6 5.54 - - - Critical Hdwy Stg 2 - - 6.6 5.54 - - - - Follow-up Hdwy 3.32 3.55 4.02 33 2.22 2.2 Pot Gap-1 Maneuver 0 0 *863 *135 91 632 1117 - 874 - - Stagel 0 0 - *287 349 - - - Stage 2 0 0 *807 546 - - - Platoon blocked, % 1 1 1 1 Mov Cap-1 Maneuver - - *863 *106 80 632 1117 874 - - Mov Cap-2 Maneuver *106 80 - - - Stage 1 - *262 319 - - - Stage 2 *673 523 Approach SE NW NE SW HCM Control Delay, s 9.8 27.2 1 0.4 HCM LOS A D Minor Lane/Major Mvmt NEL NET NERNWLnl SELnl SWL SWT SWR Capacity (vehlh) 1117 223 863 874 HCM Lane VIC Ratio 0.087 0.275 0.128 0.043 HCM Control Delay (s) 8.5 27.2 9.8 9.3 - HCM Lane LOS A D A A HCM 95th %tile Q(veh) 0.3 1.1 0.4 0.1 Notes --: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 1111212024 Synchro 11 Report V3 Companies Page 4 Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 8: McHugh Rd & Costco Dwy 5 Timing Plan: Saturday MD Peak I nt Delay, slve h 4.3 o 13L WBR NBT NBR Lane Configurations r + r* t Traffic Vol, vehlh 161 40 91 157 38 113 Future Vol, vehlh 161 40 91 157 38 113 Conflicting Peds, #Ihr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 - 145 15C - Veh in Median Storage, # 0 0 - - 0 Grade, % 0 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 175 43 99 171 41 123 Major/Minor Minorl Ma'or1 Ma'or2 Conflicting Flow All 304 99 0 0 270 0 Stage 1 99 - - - - - Stage 2 205 - - Critical Hdwy 6.42 6.22 4.12 - Critical Hdwy Stg 1 5.42 - - Critical Hdwy Stg 2 5.42 - - Follow-up Hdwy 3.518 3.318 2.218 Pot Cap-1 Maneuver 688 957 - 1293 Stage 1 925 - - Stage 2 829 - - - Platoon blocked, % Mov Cap-1 Maneuver 666 957 1293 Mov Cap-2 Maneuver 689 - - Stage 1 925 - - Stage 2 802 Approach VVB NB SB HCM Control Delay, s 11 A 0 2 HCM LOS 3 Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (vehlh) 689 957 1293 - HCM Lane VIC Ratio 0.254 0.045 C.032 - HCM Control Delay (s) 12 8.9 7.9 - HCM Lane LOS B A A - HCM 95th %tile Q(veh) - - 1 0.1 0.1 - 11/12/2024 Synchro 11 Report V3 Companies Page 5 Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 9: McHugh Rd & Costco Dwy 6 Timing Plan: Saturday MD Peak Int Delay, slveh 0 Lane Configurations r T t Traffic Vol, vehlh 0 0 131 0 0 151 Future Vol, vehlh 0 0 131 0 0 151 Conflicting Peds, #Ihr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None None - None Storage Length 0 0 50 - Veh in Median Storage, # 0 - 0 - 0 Grade, % 0 - 0 - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 0 142 0 0 164 Major/Minor Minor1 Ma'or1 Ma'or2 Conflicting Row All 306 142 0 0 142 0 Stage 1 142 - - - - - Stage 2 164 - - Critical Hdwy 6A2 6.22 - 4.12 - Critical Hdwy Stg 1 5.42 - - Critical Hdwy Stg 2 5.42 - - - Follow-up Hdwy 3.518 3.318 2,218 Pot Cap-1 Maneuver 686 906 1441 Stage 1 885 - - Stage 2 865 - - - - Platoon blocked, % Mov Cap-1 Maneuver 686 906 - 1441 - Mov Cap-2 Maneuver 712 - - Stage 1 885 - - - Stage 2 865 Approach WB. NB SB HCM Control Delay, s. 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (vehlh) - 1441 HCM Lane VIC Ratio - HCM Control Delay (s) - 0 0 0 - HCM Lane LCS A A A HCM 95th %tile Q(veh) - - 0 11/1212024 Synchro 11 Report V3 Companies Page 6 APPENDIX H CAPACITY ANALYSIS WORKSHEETS 2031 FUTURE WITH PROJECT WITH PROPOSED MITIGATION Costco Wholesale, Yorkville, IL 2031 Future w/Mitigation 5: Veterans Pkwy (US 34) & Countryside Pkwy Timing Plan: weekday PM Peak 1--* *--, Lane Group SEL SER NEL NET SWT SWR Lane Configurations r tt tt r Traffic Volume (vph) 206 23 24 749 1013 129 Future Volume (vph) 206 23 24 749 1013 129 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 200 0 180 250 Storage Lanes 0 1 1 1 Taper Length (ft) 25 16C Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00 Frt 0.850 0.850 Fit Protected 0.950 0.950 Satd. Flow (prot) 1805 1615 1805 3574 3574 1524 Fit Permitted 0.950 0.176 Sato. Flow (perm) 1805 1615 334 3574 3574 1524 Right Turn on Red Yes Yes Sal Flow (RTOR) 24 137 Link Speed (mph) 40 45 45 Link Distance (ft) 288 771 839 Travel Time (s) 4.9 11.7 12.7 Peak Hour Factor 0.94 094 0.94 0.94 0.94 0.94 Heavy Vehicles (%) 0% 0% 0% 1% 1% 6% Adj. Flow (vph) 219 24 26 797 1078 137 Shared Lane Traffic (%) Lane Group Flow (vph) 219 24 26 797 1078 137 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 32 12 12 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 Number of Detectors 1 1 1 2 2 1 Detector Template Left Rlght Left Thru Thru Right Leading Detector (ft) 20 20 20 100 100 20 Trailing Detector (ft) 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 Detector 1 Size(ft) 20 20 20 6 6 20 Detector 1 Type CI+Ex CI+Ex CI+Ex C[+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 Detector 2 Size(ft) 6 6 Detector 2 Type CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 Turn Type Prot Perm pm+pt NA NA pm+ov Protected Phases 6 7 4 8 6 11112/2024 Synchro 11 Report V3 Companies Page 1 Costco Wholesale, Yorkville, IL 2031 Future w/Mitigation 5: Veterans Pkw US 34 & Countryside Pkwy Timing Plan: Weekday PM Peak Lane Group SEL SER NEL NET SWT SWR Permitted Phases 6 4 8 Detector Phase 6 6 7 4 8 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 20.0 20.0 9.5 24.0 24.0 20.0 Total Split (s) 42.0 42.0 13.0 78.0 65.0 42.0 Total Split (%) 35.0% 35.0% 10.8% 65.0% 54.2% 35.0% Maximum Green (s) 36.0 36.0 9.5 72.0 59.0 36.0 Yellow Time (s) 4.0 4.0 3.5 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 0.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Tntal Lnst Time lsl 6.0 6.0 3.5 6.0 6.0 6.0 Lead/Lag Lead Lead -Lag Optimize? Yes Vehicle Extension (s) 3.0 3.0 3.0 Recall Mode Max Max None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#Ihr) Act Effct Green (s) 36.0 36.0 745 Actuated g/C Ratio 0.30 0.30 0.62 v!c Ratio 0.40 0.05 0.09 Control Delay 36.2 11.2 7.5 Queue Delay 0.0 0.0 0.0 Total Delay 36.2 11.2 7.5 LOS D B A Approach Delay 33.8 Approach LOS C 90th %Ile Green (s) 36.0 36.0 7.1 90th %Ile Term Code MaxR MaxR Gap 70th %Ile Green (s) 36.0 36.0 6.5 70th %Ile Term Code MaxR MaxR Gap 50th %Ile Green (s) 36.0 36.0 6.1 50th %Ile Term Code MaxR MaxR Gap 30th %Ile Green (s) 36.0 36.0 0.0 30th %Ile Term Code MaxR MaxR Skip 10th %Ile Green (s) 36.0 36.0 0.0 10th %Ile Term Code MaxR MaxR Skip Queue Length 50th (ft) 135 0 5 Queue Length 95th (ft) 208 21 13 Internal Link Dist (ft) 208 Turn Bay Length (ft) 200 180 Base Capacity (vph) 541 501 323 Starvation Cap Reductn 0 0 0 Spillback Cap Reductn 0 0 0 Storage Cap Reductn 0 0 0 Reduced We Ratio 0.40 0.05 0.08 Intersection Summary Lag Yes 3,0 3.0 3.0 C-Max C-Max Max 7.0 7.0 11.0 11.0 0 0 72.0 66.0 110.4 0.60 0.55 0.92 0.37 0.55 0.10 9.1 19.5 0.3 0.0 0.0 0.0 9.1 19.5 0.3 A B A 9.1 17.3 A B 72.0 61.4 36.0 Coord Coord MaxR 72.0 - 62.0 36.0 Coord Coord MaxR 72.0JK62.4 36.0 Coord Coord MaxR 72.0 072.0,E 36.0 Coord Coord MaxR 72.0 72.0 3 6. 0 Coord Coord MaxR 118 364 6 691 759 250 2144 1964 -JAJ 0 0_ 0 0 0 r 0 0 0 0.37 0...55 0. 11/1212024 Synchro 11 Report V3 Companies Page 2 Costco Wholesale, Yorkville, IL 2031 Future w/Mitigation 5: Veterans Pkw US 34 & Countryside Pkwy Timing Plan: Weekday PM Peak Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 4:NETL and B:SWT, Start of Green Natural Cycle: 60 Control Type: Actuated -Coordinated Maximum vlc Ratio: 0.55 Intersection Signal Deiay: 16.1 Intersectlon LOS: B Intersection Capacity Utilization 49.4% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 5: Veterans Pkwy (US 34) & Countryside Pkwy 04 11112/2024 Synchro 11 Report V3 Companies Page 3 Costco Wholesale, Yorkville, IL 2031 Future w/Mitigation 5: Veterans Pkw US 34 & Countryside Pkwy Timing Plan: Saturday MD Peak Lane Group SEL SER NEL NET SWT SWR Lane Configurations r tt tt r Traffic Volume (vph) 275 22 19 697 707 161 Future Volume (vph) 275 22 19 697 707 161 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 200 0 180 250 Storage Lanes 0 1 1 1 Taper Length (ft) 25 160 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00 Frt 0.850 0.850 FIt Protected 0.950 0.950 Sato. Flow (prot) 1787 1615 1805 3574 3574 1538 Fit Permitted 0.950 0.271 Satd. Flow (perm) 1787 1615 515 3574 3574 1538 Right Turn on Red Yes Yes Satd. Flow (RTOR) 23 169 Link Speed (mph) 40 45 45 Link Distance (ft) 288 771 839 Travel Time (s) 4.9 11.7 12.7 Peak Hour Factor 0.95 0.95 0.95 0.95 0,95 0.95 Heavy Vehicles (%) 1% 0% 0% 1% 1% 5% Adj. Flow (vph) 289 23 20 734 744 169 Shared Lane Traffic Lane Group Flow (vph) 289 23 20 734 744 169 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 32 12 12 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 Number of Detectors 1 1 1 2 2 1 Detector Template Left Right Left Thru Thru Right Leading Detector (ft) 20 20 20 100 100 20 Trailing Detector (ft) 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 Detector 1 Size(ft) 20 20 20 6 6 20 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0,0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 Detector 2 Size(ft) 6 6 Detector 2 Type CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 Turn Type Prot Perm pm+pt NA NA pm+ov Protected Phases 6 7 4 8 6 11/12/2024 Synchro 11 Report V3 Companies Page 1 Costco Wholesale, Yorkville, IL 2031 Future w/Mitigation 5: Veterans Pkw US 34 & Countryside Pkwy Timing Plan: Saturday MD Peak ._r ) *--,, Lane Group SEL SER NEL NET SWT SWR Permitted Phases 6 4 8 Detector Phase 6 6 7 4 8 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 20.0 20.0 9.5 24,0 24.0 20.0 Total Split (s) 43.0 43.0 13.0 57.0 44.0 43.0 Total Split (%) 43.0% 43.0% 13.0% 57,0% 44.0% 43.0% Maximum Green (s) 37.0 37.0 9.5 51.0 38.0 37.0 Yellow Time (s) 4.0 4.0 3.5 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 0.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) &0 6.0 3.5 6.0 6.0 6.0 Lead/Lag Lead Lag _ Lead -Lag Optimize? Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode Max Max None C-Max C-Max Max Walk Time (s) 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 Pedestrian Calls (#Ihr) 0 0 Act Effct Green (s) 37.0 37.0 53.5 51.0 47.0 93.6 Actuated gIC Ratio 0.37 0.37 0.54 0.51 0.47 0.94 v!c Ratio 0.44 0.04 0.06 0.40 0.44 0.12 Control Delay 26,3 8.3 9.7 12.8 19.7 0.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 26.3 8.3 9.7 12.8 19.7 0.4 LOS C A A B B A Approach Delay 25.0 12.8 16.1 Approach LOS C B B 90th %ile Green (s) 37.0 37.0 6.9 51.0 40.6 37.0 90th %ile Term Code MaxR MaxR Gap Coord Coord MaxR 70th %ile Green (s) 37.0 37.0 6.3 51.0 41.2 37.0 70th %ile Term Code MaxR MaxR Gap Coord Coord MaxR 50th %ile Green (s) 37.0 37.0 0.0 51.0 51.0 37.0 50th %ile Term Code MaxR MaxR Skip Coord Coord MaxR. 30th %ile Green (s) 37.0 37.0 0.0 51.0 uCoord 51.0 37.0 30th %ile Term Code MaxR MaxR Skip Coord MaxR 10th %ile Green (s) 37.0 37.0 0.0`€51.0 51.0 37,0 10th %ile Term Code MaxR MaxR Skip Coord Coord MaxR Queue Length 50th (ft) 137 0 4 89 147 . _.:......0____._._ _... -. Queue Length 95th (ft) 211 16 m11 144 238 8 Internal Link Dist (ft) 208 691 759 Turn Bay Length (ft) 200 180 250 Base Capacity (vph) 661 612 398 1822 1678 1450 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced vlc Ratio 0.44 0.04 0.05 0.40 0.44 0,12 Intersection Summary 11/12/2024 Synchro 11 Report V3 Companies Page 2 Costeo Wholesale, Yorkville, IL 2031 Future w/Mitigation 5- Veterans Pkwy US 34 & Countryside Pkwy Timing Plan: Saturday MD Peak Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 4:NETL and 8:SWT, Start of Green Natural Cycle: 55 Control Type: Actuated -Coordinated Maximum vlc Ratio: 0.44 Intersection Signal Delay: 16.2 Intersection LOS: B Intersection Capacity Utilization 44.8% ICU Level of Service A Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 5: Veterans Pkwy (US 34) & Countryside Pkwy /*04 IF 06 J 07 � 438 1111212024 Synchro 11 Report V3 Companies Page 3 APPENDIX I ITE TRIP GENERATION MANUAL EXCERPTS Land Use: 857 Discount club Description A discount club is a discount store or warehouse where shoppers pay a membership fee in order to take advantage of discounted prices on a wide variety of items such as food, beverages, household items, clothing, tires, and appliances. Many items are sold in large quantities or bulk. Some sites may include on -site fueling pumps. Additional Data The sites were surveyed in the 1980s, the 1990s, the 2000s, and the 2010s in Alabama, Alberta (CAN), California, Connecticut, Delaware, Florida, Maryland, Massachusetts, Minnesota, Ohio, Oregon, Pennsylvania, and Washington. To assist in the future analysis of this land use, it is important to collect and include information on the presence of vehicle fueling stations in trip generation data submissions. Source Numbers 212, 245, 333, 344, 345, 346, 424, 438, 445, 580, 584, 700, 715, 719, 975, 1047 386 Trip Generation Manual 11th Edition • Volume 5 Discount Club (857) Vehicle Trip Ends vs: 1000 Sq. Ft. GFA On a: Weekday Setting/Location: General Urban/Suburban Number of Studies: 20 Avg. 1000 Sq. Ft. GFA: 113 Directional Distribution: 50% entering, 50% exiting Vehicle Trip Generation per 1000 Sq. Ft. GFA Average Rate Range of Rates Standard Deviation 42.46 25.44 - 78.02 13.04 Data Plot and Equation 8000 NO 4000 u 2000 ao X Study Site Fitted Curve Equation: Not Given X X X X X X, X 'X .J X .:'X X ,.X.;...--X---------------- ' X X X X X 100 X = 1000 Sq. Ft. GFA - - - - - Average Rate R=_ ... 200 I W1 General Urban/Suburban and Rural (Land Uses 800-999) 387 Discount Club (857) Vehicle Trip Ends vs: 1000 Sq. Ft. GFA On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Setting/Location: General Urban/Suburban Number of Studies: 5 Avg. 1000 Sq. Ft, GFA: 124 Directional Distribution: 61% entering, 39% exiting Vehicle Trip Generation per 1000 Sq. Ft. GFA F n r Average Rate Range of Rates Standard Deviation 0.80 0.30 - 1.93 0.73 a Plot and Equation 300 200 100 X X X X 0 0 100 200 X = 1000 Sq, Ft. GFA X Study Site - - - - - Average Rate Fitted Curve Equation: Not Given R2= — 388 Trip Generation Manual 11th Edition • Volume 5 Ws Discount Club (857) Vehicle Trip Ends vs. 1000 Sq. Ft. GFA On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Setting/Location: General Urban/Suburban Number of Studies: 32 Avg. 1000 Sq. Ft. GFA: 121 Directional Distribution: 50% entering, 50% exiting Vehicle Trip Generation per 1000 Sq. Ft. GFA Average Rate Range of Rates Standard Deviation 4.19 1.85 - 8.13 1.70 Data Plot and Equation 2000 N C W N d { 1000 I! H X Study Site Fitted Curve Equation: Not Given 100 X - 1 WO Sq. Ft. GFA - - - - - Average Rate Rz= ... General Urban/Suburban and Rural (Land Uses 800-999) 389 Discount Club (857) Vehicle Trip Ends vs: 1000 Sq. Ft. GFA On a: Saturday Setting/Location: General Urban/Suburban Number of Studies: 16 Avg. 1000 Sq. Ft. GFA: 113 Directional Distribution: 50% entering, 50% exiting Vehicle Trip Generation per 1000 Sq. Ft. GFA Average Rate Range of Rates Standard Deviation 53.75 31.97 - 82.43 15.25 Data Plot and Equation 10000 8000 6000 a c LI! a F u r 4000 200G 0 0 X Study Site Fitted Curve Equation; Not Given 100 X - 1000 Sq, Ft. GFA - - - - - Average Rate Rz= .tt 392 Trip Generation Manual 11th Edition • Volume 5 H Discount Club (857) Vehicle Trip Ends vs: 1000 Sq, Ft. GFA On a: Saturday, Peak Hour of Generator Setting/Location: General Urban]Suburban Number of Studies: 23 Avg. 1000 Sq. Ft. GFA: 123 Directional Distribution: 49% entering, 51% exiting Vehicle Trip Generation per 1000 Sq. Ft. GFA Average Rate Range of Rates Standard Deviation 6.37 3.79 - 12 52 2.43 Data Plot and Equation 2000 H 1DOC F- X Study Site Fitted Curve Equation: Not Given x is x x X X X x , 'X x x x x IN X _ 1o00 Sq. Ft. GFA - - - - - Average Rate Rz_ — 200 NgF General Urban/Suburban and Rural (Land Uses 800-999) 393 Land Use: 944 Gasoline/Service Station Description This land use includes gasoline/service stations where the primary business is the fueling of motor vehicles. The sites included generally have a small building (less than 2,000 gross square feet) that houses a cashier and limited space for motor vehicle maintenance supplies and general convenience products. A gasoline/service station may also have facilities for servicing and repairing motor vehicles. The gasoline/service station may also have a car wash. Convenience store/gas station (Land Use 945) and truck stop (Land Use 950) are related uses. Additional Data The independent variable —vehicle fueling positions —is defined as the maximum number of vehicles that can be fueled simultaneously. The sites in this land use include both self -pump and attendant -pumped fueling positions and both pre -pay and post -pay operations. The technical appendices provide supporting information on time -of -day distributions for this land use. The appendices can be accessed through either the ITETripGen web app or the trip generation resource page on the ITE website (https://www..ite.org/technical resources/topics/trip- q-g and:parkineneration/). The sites were surveyed in the 1980s, the 1990s, the 2000s, and the 2010s in Alberta (CAN), California, Florida, Kentucky, Maryland, Massachusetts, Minnesota, New Hampshire, New Jersey, Ontario (CAN), Oregon, South Dakota, Texas, and Washington. Specialized Land Use Data A 2006 study provided data on four private fuel facilities in Florida (source 721). These facilities provide self -fuel service for any motorist with a pre -established membership account. The site is not open to the general public. The trip generation characteristics of these sites differ from sites included in this land use; therefore, trip generation information for these sites is excluded from the data plots. The four sites have an average of nine vehicle fueling positions, with an average of 12 vehicle trips during the weekday, AM peak hour of adjacent traffic and 7 vehicle trips during the weekday, PM peak hour of adjacent street traffic. Source Numbers 221, 274, 278, 268, 340, 350, 351, 355, 359, 366, 440, 583, 617, 618, 631, 721, 867, 882, 883, 888, 954,977 848 Trip Generation Manual 11th Edition • Volume 5 W Gasoline/Service Station (944) Vehicle Trip Ends vs: Vehicle Fueling Positions On a: Weekday Setting/Location: General Urban/Suburban Number of Studies: 18 Avg. Num. of Vehicle Fueling Positions: 8 Directional Distribution: 50% entering, 50% exiting Vehicle Trip Generation per Vehicle Fueling Position Average Rate Range of Rates Standard Deviation 172.01 77.00 - 460.00 96.45 Data Plot and Equation 4000 3000 2000 F- 0 0 10 20 X = Number of Vehicle Fueling Positions X Study Site - - - - - Average Rate Fitted Curve Equation: Not Given R'='*` I.+ General Urban/Suburban and Rural (Land Uses 800-999) 849 Gasoline/Service Station (944) Vehicle Trip Ends vs: Vehicle Fueling Positions On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Setting/Location: General Urban/Suburban Number of Studies: 53 Avg. Num. of Vehicle Fueling Positions: 9 Directional Distribution: 50% entering, 50% exiting Vehicle Trip Generation per Vehicle Fueling Position Average Rate Range of Rates Standard Deviation 10.28 3.50 - 29.00 5.36 Data Plot and Equation uJ a F i r 300 200 100 00 X X ........... X X X X •• X x X � ,x X X -----.l �....X ...... ---........ - v X---- X ) ,' X X X X X ' X X X X X X X X X Study Site Fitted Curve Equation: Not Given 10 20 X = Number of Vehicle Fueling Positions - - - - - Average Rate R2= ... 30 850 Trip Generation Manual lith Edition • Volume 5 hu Gasoline/Service Station (944) Vehicle Trip Ends vs: Vehicle Fueling Positions On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Setting/Location: General Urban/Suburban Number of Studies: 65 Avg. Num. of Vehicle Fueling Positions: 9 Directional Distribution: 50% entering, 50% exiting Vehicle Trip Generation per Vehicle Fueling Position Average Rate Range of Rates Standard Deviation 13.91 4.25 - 75.50 6.93 Data Plot and Equation 300 200 100 X X , X ' X rl X/ X X X X X,' x X X ' X X , X,, X X X X ............... X ��.. ....- x X--............. .------------------- X " x X X x x .X X X X X X a0 X Study Site Fitted Curve Equation: Not Given 10 20 X - Number of Vehicle Fueling Positions - - - - - Average Rate Rx= ... 30 , General Urban/Suburban and Rural (Land Uses 800-999) 851 tur, Gasoline/Service Station (944) Vehicle Trip Ends vs: Vehicle Fueling Positions On a: Saturday Setting/Location: General Urban/Suburban Number of Studies: 4 Avg. Num. of Vehicle Fueling Positions: 12 Directional Distribution: 50% entering, 50% exiting Vehicle Trip Generation per Vehicle Fueling Position Average Rate Range of Rates Standard Deviation 182.17 119.00 - 545.00 96.27 Data Plot and Equation 3000 2000 n F 1000 i 0 p 10 20 X = Number of Vehicle Fueling Positions X Study Site Fitted Curve - - - - - Average Rate Fitted Curve Equation: T = 127.77l + 625.63 R2= 72 854 Trip Generation Manual 111h Edition • Volume 5 FWZ' Gasoline/Service Station (944) Vehicle Trip Ends vs: Vehicle Fueling Positions On a: Saturday, Peak Hour of Generator Setting/Location: General Urban/Suburban Number of Studies: 4 Avg. Num. of Vehicle Fueling Positions: 11 Directional Distribution: 50% entering, 50% exiting Vehicle Trip Generation per Vehicle Fueling Position Average Rate Range of Rates Standard Deviation 12.77 9.92 - 16.75 3.40 :a Plot and Equation 300 . .............. ............... ----.X..... . - - 200 X _-........'...........:............................................... 100 0 p 10 20 X = Number of Vehicle Fueling Positions X Study Site - - - - - Average Rate Fitted Curve Equation: Not Given R2=... nor General Urban/Suburban and Rural (Land Uses 800-999) 855 Exhibit F December 5, 2024 Ms. Krysti Barksdale -Noble Community Development Director United City of Yorkville 651 Prairie Pointe Yorkville, IL 60560 Re: Costco Preliminary Engineering — 75t Submittal United City of Yorkville Dear Krysti: We have reviewed the following items for the above -referenced project: • Preliminary Engineering Plans (5 sheets) dated November 13, 2024, and prepared by V3 Companies • Final Plat of Subdivision (2 sheets) dated October 29, 2024, and prepared by V3 Companies. • Photometric Plan dated July 22, 2024, and prepared by T.E. Inc. • Preliminary Stormwater Management Report dated November 13, 2024, and prepared by V3 Companies • Traffic Impact Study dated November 13, 2024, and prepared by V3 Companies • Preliminary Landscape Plan dated November 15, 2024, and prepared by Kimley-Horn • Other Supporting Documentation Our review of these plans and reports are to generally determine their compliance with local ordinances and whether the improvements will conform to existing local systems and equipment. This review and our comments do not relieve the designer from his duties to conform to all required codes, regulations, and acceptable standards of engineering practice. Engineering Enterprises, Inc.'s review is not intended as an in-depth quality assurance review, we cannot and do not assume responsibility for design errors or omissions in the plans. As such, we offer the following comments: Ms. Krysti Barksdale -Noble December 5, 2024 Page 2 General 1 The following permits may be required during final engineering and should be provided to the City when obtained, The City and EEI should be copied on all correspondence with the agencies. IEPA NPDES General Construction Permit is required. The Notice of Intent must be filed with IEPA 30 days prior to start of construction. IEPA Water and Sanitary Sewer Permits Yorkville Bristol Sanitary District (YBSD) approval is needed for the connection of the proposed sanitary lines to the existing sanitary sewer. • IDOT for the connection to U.S. Route 34 • United City of Yorkville Stormwater Management Permit 2. The following will need to be submitted with final engineering: a. An engineer's estimate needs to be provided and must include all public improvements within the ROW including all public utilities and connections, all soil erosion and sediment control items, and all permitted stormwater items. This cost estimate will be used to determine the construction guarantee amount. In addition, a cost estimate needs to be provided for all site improvements which will be used to calculate the building permit fees. b. Truck turning exhibits for delivery and emergency vehicles 3. Additional forms and information can be found at htt s:itwww. orkville.ii.us/333/En ineerin - Department. 4. The comments in the attached review letter from the City's landscaping consultant must be addressed and a revised landscaping plan submitted with final engineering. Preliminary Engineering Plans We have completed a cursory review of the preliminary engineering plans and stormwater management report. A detailed review will be completed with the submittal of final engineering. The following comments should be considered when developing final engineering. C0.0 - Cover Sheet 5. The plans should be signed and sealed by a Professional Engineer prior to final approval, 6. The JULIE logo or contact information should be included on the cover sheet. 7. Include contact information for the City and YBSD on the cover sheet. Ms. Krysti Barksdale -Noble December 5, 2024 Page 3 C2.0 - Layout Plan 8. The City should confirm that the number of parking spaces is adequate. C3.0 — Preliminary Grading Plan 9. Additional grading should be shown in the fueling area. 10. Include 1-ft contours in the non -paved area to the west (where the future employee parking will be). C4,0 — Preliminary Utility Plan 11. All utility conflicts will need to be shown. 12. Water valves should be included on the water main. 13. Provide details of the water main connections. 14, The storm structures should be labeled with unique identifiers and the type of structure, frame, and lidsigrates. Photometric Plan 15. The photometric plan should include a summary table that includes average, average to minimum, and maximum to minimum light intensity data to confirm that the lighting plan meets the requirements of the Ordinance. 16. Light intensity shall be zero -foot candies at all property lines. 17. Light fixtures should be fully cut off and conform to the dark sky concept. Preliminary Stormwater Management Repo 18. A City of Yorkville Stormwater Permit Application should be submitted with Final Engineering. 19. The stormwater management report should be signed and sealed by a Professional Engineer prior to final approval. 20. Confirm that the detention basin design accounts for the future development of the fueling station and employee parking lot that is indicated on the plans. 21. The report includes a requirement to control the outlet to 0.08 cfslacre for a 25-year storm. It has been determined that this will not be required for this project. 22. A full report with calculations, modeling, and exhibits as indicated in the permit application should be included with final engineering. 23. A certified wetland determination will need to be included with final engineering. Ms. Krysti Barksdale -Noble December 5, 2024 Page 4 24. Confirm that the existing storm sewer that goes to the existing detention basin is installed. 25. Calculations for the drawdown time of the detention basin will be required due to the 5.8' bounce. Traffic Stud The following roadway -related improvements are anticipated to accommodate the new development based on the submitted traffic study: • Anew full -access driveway on US 34 that aligns with Tuma Road. a. Eastbound dedicated left turn lane into Costco. b. Westbound dedicated right turn lane into Costco. • Two new full -access driveways on McHugh Road. c. Restriping the existing two-way left turn lane into a dedicated left turn lane into the proposed Costco gas station. d. Widening McHugh Road near US 34 for a dedicated right -turn lane into the proposed Costco gas station. • Anew full -access driveway on Countryside Parkway that aligns with Crimson Lane. e. Restriping the unused, existing left turn lane in the paved, westbound Countryside Parkway median area. • A new full -access driveway on Countryside Parkway. f. Removal of the existing landscaped and curbed median area. g. Adding dedicated left turn lane into the proposed Costco parking lot. • A new Right -In Right -Out driveway on Countryside Parkway. 26. The traffic impact study should be submitted to IDOT for review. The City should be copied on all correspondence with IDOT. 27. IDOT should comment on the proposed mitigations at US 34 and Countryside. Note that the capacity analysis indicated an inadequate level of service without the proposed mitigations. Storage lengths were also exceeded in this area, 28. The storage length for the southbound Countryside Parkway at US 34 should meet the proposed mitigation queue length and avoid blocking the exit of Driveway 3. 29. The existing traffic volumes displayed in Figure 5 along McHugh Road do not balance with the volumes entering the intersections of US 34 1 McHugh Road and McHugh Road I Countryside Parkway. 30. The existing traffic volumes displayed in Figure 5 along Countryside Parkway do not balance with those entering the intersections of US 34 1 Countryside Parkway and Countryside Parkway 1 Crimson Lane. 31. The pages from the Institute of Transportation Engineers (ITE) Trip Generation Manual, 1Ith Edition, should be included in the Appendix. Ms. Krysti Barksdale -Noble December 5, 2024 Page 5 32. The size utilized in Table 1 for trip generation of the Gasoline/Service Station does not account for the future expansion of the gas station. 33. A traffic signal warrant analysis at the intersection of US 34Neterans Parkway and Costco Driveway 41Tuma Road found the installation of a traffic signal to be unwarranted. It is noted that an inadequate Level of Service at US 34 / Tuma Road 1 Driveway 4 is expected. A proposed mitigation plan should be provided. The safety of the eastbound left turn into Driveway 4 is of concern 34. A traffic signal warrant analysis should be performed for McHugh Road and Countryside Parkway with the anticipated project traffic volumes. 35. The taper length for the left turn at Driveway 2 should meet minimum IDOT Bureau of Local Roads and Streets (BLRS) design requirements. 36. The shifting of driveway 5 further north should be considered. Ideally, t4taper length for the southbound left turn at US 34 is extended as it should meet minimum IDOT BLRS design requirements. This would also allow the shifting of the dedicated right -turn lane for driveway 5 away from the intersection at US 34. Final Plat of Subdivision 37. The legal description is the surveyor's certificate must describe the measured boundary. 38. The chord length should be added to all curve dimensions. 39. All easements must be dimensioned. 40. The water main easement should be changed to a C.U.E. 41. The S.S.E. should be changed to C.U.E. 42. Cross -access easements are needed over all lots. 43. The Public Utility Easement Provisions and the stand-alone Nicor Gas provisions should be removed. 44. The stormwater management easement and City Utility Easement C.U.E. provisions should be added. 45. The building setback line on the west line of Lot 1 needs to be labeled. 46. The area table must match the areas on the plat. 47. All fire hydrants, valves and emergency shut off must be inside the C.U.E. Ms. Krysti Barksdale -Noble December 5, 2024 Page 6 48. The concrete monument symbols do not match the location labels on the plat. 49. Note 2 on the IDOT access notes contradicts the site plan. The plans should be resubmitted for further review. If you have any questions or require additional information, please contact our office. Respectfully Submitted, ENGINEERING ENTERPRISES, INC. / '::;2Brad y P. Sanderson, P.E. Chief Operating Officer / President BPSItn plpgw2 PC: Mr. Bart Olson, City Administrator (via email) Ms. Erin Willrett, Assistant City Administrator (via email) Mr. Eric Dhuse, Director of Public Works (via email) Mr. Pete Ratos, Building Department (via email) Ms. Gina Nelson, Admin Assistant (via email) Ms. Sara Mendez, City Planner (via email) Building Department (via email) Bzpermits yourkville.il.US Ms. Jori Behland, City Clerk (via email) Mr. Stephen Cross, Costco (via email) Mr. Dan Free, V3 (via email) TNP, PGW2, EEI (via e-mail) %\WkywaylEE1_Storag e0ocs%Publifforkvi11e120241Y02455-uK Cxsico'Finai Engi[jeering and P1at'D=L ,eeviewyRevieeWrlse Hey and Associates, Inc. Engineering, Ecology and Landscape Architecture 8755 W HIGGINs ROAD, .SUITE 835 CHICA GO, ILLINOIS 6-0631 PHONE (773) 693-9200 FAX (773) 693-9200 December 5, 2024 Pamela Whitfield, PE, CFM Senior Project Engineer II Engineering Enterprises, Inc. 52 Wheeler Road Sugar Grove, IL 60554 Project No.: 21-0275 AO Re: Landscape Plan Review Costco Dear Pamela: We have completed our first landscape plan review of the proposed Costco development located southwest of McHugh Road and East Countryside Parkway in Yorkville. Landscape Plan -- NOT RECOMMENDED FOR APPROVAL Because it is preliminary and lacks sufficient detail, and based upon comments below, this landscape plan is not recommended for approval at this time. A response letter from the petitioner which addresses all review comments should be provided with their next submittal, REVIEW COMMENTS Comments must be addressed before landscape plan approval can be recommended. If there are any changes to the proposed project, additional comments may be provided. Please note that the requirements of each section are in addition to the requirements of all other sections of the ordinance (i.e., trees and other plant materials cannot be "double counted" to meet multiple requirements). Building Foundation Landscape Zone A Building Foundation Landscape Zone, consisting of 5 square feet of landscape area per linear foot of building frontage, is required along front and side yards. No foundation landscaping is shown on the east and west sides of the building. Requirements are not rnet, Parking Area Perimeter Landscape Zone Requirements appear to be met and will be confirmed later after more detailed plans have been submitted. The City may require Parking Lot Perimeter Landscape along the southern edge of the main parking lot if Outlots 1 and 2 are to remain vacant. Pamela Whitfield Costco December 5, 2024 page 2 Parking Area interior Landscape Zone Parking area medians are required every third bay of parking in front or side of building. Parking area islands spaced not more than 10 continuous spaces apart are also required . Requirements are not met. Transition Zone Requirements appear to be met and will be confirmed later after more detailed plans have been submitted. Species Diversity Requirements Compliance with species diversity requirements cannot be assessed at this time due to lack of information on the plan. Requirements are not met. Minimum Plant Size Requirements Compliance with minimum plant size requirements cannot be assessed at this time due to lack of information on the plan. Requirements are not met. Tree Preservation and Removal A review of Google Earth and Google Streetview imagery suggests there are a few parkway trees on the subject property, which are shown to be preserved. Requirements appear to be met and will be confirmed later after more detailed plans have been submitted Street Trees A minimum of 1 canopy tree is required per every 40 linear feet of parkway. Requirements are not met. Wetlands A review of Google Earth and Google Streetview imagery suggests there are no wetlands on the subject property. SUMMARY This review was based upon the following documents, pursuant to relevant landscape requirements of the City's Unified Development Ordinance and Wetland Regulations. • Landscape Plans, 7 sheets, prepared by Kimley-Horn, most recently dated 11/15/2024 Let us know if there are any questions or comments. Sincerely, 44�v PO&V7 Tim Pollowy, RLA (IL & Wl) Senior Landscape Architect