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Planning and Zoning Commission Packet 2025 01-08-25 PLANNING AND ZONING COMMISSION AGENDA Wednesday, January 8, 2025 7:00 PM Yorkville City Hall Council Chambers 651 Prairie Pointe Drive Meeting Called to Order: 7:00 p.m. Roll Call: Previous meeting minutes: December 11, 2024 Citizen’s Comments -------------------------------------------------------------------------------------------------------------------- Public Hearings 1. PZC 2024-33 Stephen Cross, representing Costco, has submitted applications to the United City of Yorkville, on behalf of Costco Wholesale Corporation (contract purchaser and petitioner) and Joda Land Holding, LLC (property owner). The applications request an amendment to the Yorkville Crossing Planned Unit Development (PUD) Agreement to allow 160,000-square-foot members-only retail store, special use authorization for a freestanding fueling facility, and final plat approval to resubdivide two parcels (totaling ~34 acres) into three parcels. The petitioner is also requesting deviations from the Unified Development Ordinance, including regulations for landscaping (Section 10-5-3), parking and loading (Section 10-5-1) related to maximum parking stalls and minimum EV charging stations, outdoor lighting pole height (Section 10-5-7), and building facade appearance standards (Section 10-5-8). The property is located at the northwest corner of Veterans Parkway (US 34) and Countryside Parkway. Unfinished Business New Business 1. PZC 2024-33 Stephen Cross, representing Costco, has submitted applications to the United City of Yorkville, on behalf of Costco Wholesale Corporation (contract purchaser and petitioner) and Joda Land Holding, LLC (property owner). The applications request an amendment to the Yorkville Crossing Planned Unit Development (PUD) Agreement to allow 160,000-square-foot members-only retail store, special use authorization for a freestanding fueling facility, and final plat approval to resubdivide two parcels (totaling ~34 acres) into three parcels. The petitioner is also requesting deviations from the Unified Development Ordinance, including regulations for landscaping (Section 10-5-3), parking and loading (Section 10-5-1) related to maximum parking stalls and minimum EV charging stations, outdoor lighting pole height (Section 10-5-7), and building facade appearance standards (Section 10-5-8). The property is located at the northwest corner of Veterans Parkway (US 34) and Countryside Parkway. Action Items PUD Amendment, Special Use, and Final Plat United City of Yorkville 651 Prairie Pointe Drive Yorkville, Illinois 60560 Telephone: 630-553-4350 www.yorkville.il.us 2. PZC 2024-30 Nicholas S. Bellone, on behalf of Ament Road Solar 1, LLC (Tenant) and Janet M. Dhuse on behalf of the Janet Dhuse Declaration of Family Trust Dated March 1, 2013 (Owner) are seeking a special use permit for a commercial solar energy facility and a variance to Section 36- 282(17)(a) of the Kendall County Zoning Ordinance to allow a commercial solar energy facility on land within 1.5 miles of municipality without an annexation agreement. Action Item 1.5-mile Review Additional Business Adjournment DRAFT Page 1 of 2 PLANNING & ZONING COMMISSION City Council Chambers 651 Prairie Pointe Drive, Yorkville, IL Wednesday, December 11, 2024 7:00pm Meeting Called to Order Chairman Richard Vinyard called the meeting to order at 7:00pm, roll was called and a quorum was established. Roll Call Rusty Hyett-yes, Michael Crouch-yes, Marge Linnane-yes, Richard Vinyard-yes, Ryan Forristall-yes Absent: Danny Williams City Staff Krysti Barksdale-Noble, Community Development Director Sara Mendez, Planner1 Megan Lamb, City Attorney Other Guests Chris Vitosh, Vitosh Reporting Service Lynn Dubajic Kellogg, City Consultant Previous Meeting Minutes, November 13, 2024 Motion by Rusty Hyett and second by Marge Linnane to approve the minutes as presented. Roll call: Crouch-yes, Linnane-yes, Vinyard-yes, Forristall-yes, Hyett-yes. Carried 5-0. Citizen’s Comments None Public Hearings Chairman Vinyard explained the procedure for the Hearing and the order for presenting testimony. A motion was made by Mr. Crouch to open the Public Hearing, seconded by Mr. Forristall. Public Hearing opened at 7:02pm. Roll call: Linnane-yes, Vinyard-yes, Forristall- yes, Hyett-yes, Crouch-yes. Carried 5-0. Mr. Vinyard read the Public Hearing description. 1. PZC 2024-25 United City of Yorkville, petitioner, is proposing to amend Chapter 5 Development Standards within the United City of Yorkville's Unified Development Ordinance regarding fences. The proposed text amendment will allow vinyl coated chain link fence material in side and rear yards within residential districts. (See Court Reporter's transcript) At approximately 7:08pm a motion was made by Mr. Crouch, seconded by Mr. Forristall to close the Public Hearing. Roll call: Linnane-yes, Vinyard-yes, Forristall-yes, Hyett-yes, Crouch-yes. Carried 5-0. Page 2 of 2 Unfinished Business None New Business 1. PZC 2024-25 United City of Yorkville Text Amendment (see full description above) There was no further discussion. Action Item Text Amendment Mr. Vinyard entertained a motion to approve PZC 2024-25. So moved by Mr. Hyett and seconded by Mr. Forristall. Motion: Mr. Vinyard read the motion as follows: In consideration of testimony presented during a Public Hearing on December 11, 2024 and discussions conducted at that meeting, the Planning and Zoning Commission recommends approval to the City Council of a request to amend Section 10-5-5 Fences, in the Unified Development Ordinance to allow vinyl coated chain link be listed as an acceptable fence material in the rear and side yard only in all zoning districts as presented in a staff memorandum dated December 4, 2024. Roll call: Vinyard-yes, Forristall-yes, Hyett-yes, Crouch-yes, Linnane-yes. Carried 5-0. Additional Business 1. 2025 Meeting Schedule Schedule approved on a motion by Ms. Linnane and second by Mr. Crouch. Unanimous voice vote. 2. City Council Action Updates Ms. Noble provided the following summary of the City Council updates: a. PZC 2024-21 Marker Inc.--A first reading was held, no vote taken yet b. PZC 2024-26 Drew Daniels—did not make last City Council agenda c. PZC 2024-27 Grande Reserve Units 18 & 25—Final Plats approved d. PZC 2024-28 Grande Reserve, Unit 21—Final Plat approved Adjournment There was no further business and the meeting was adjourned at 7:12pm on a motion by Ms. Linnane and second by Mr. Hyett. Unanimous voice vote approval. Respectfully submitted by Marlys Young, Minute Taker 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Vitosh Reporting Service 815.993.2832 cms.vitosh@gmail.com PZC - Public Hearings - December 11, 2024 1 UNITED CITY OF YORKVILLE YORKVILLE, ILLINOIS PLANNING AND ZONING COMMISSION PUBLIC HEARING 651 Prairie Pointe Drive Yorkville, Illinois Wednesday, December 11, 2024 7 :00 p .m . 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Vitosh Reporting Service 815.993.2832 cms.vitosh@gmail.com PZC - Public Hearings - December 11, 2024 2 PRESENT: Mr. Rich Vinyard, Chairman, Mr. Rusty Hyett, Commissioner, Mr. Ryan Forristall, Commissioner, Ms. Marge Linane, Commissioner, Mr. Michael Crouch, Commissioner. ALSO PRESENT: Ms. Krysti Barksdale-Noble, Community Development Director; Ms. Sara Mendez, Planner; Ms. Marlys Young, Minute Taker. APPEARANCES: OTTOSEN, DiNOLFO, HASENBALG & CASTALDO, LTD. BY: MS. MEGAN LAMB 1804 North Naper Boulevard, Suite 350 Naperville, Illinois 60563 (630) 682-0085 appeared on behalf of the United City of Yorkville. - - - - - 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Vitosh Reporting Service 815.993.2832 cms.vitosh@gmail.com PZC - Public Hearings - December 11, 2024 3 (WHEREUPON, the following proceedings were had in public hearing, commencing at 7 :03 p .m .:) CHAIRMAN VINYARD: There is one public hearing scheduled for tonight's Planning and Zoning Commission meeting. The purpose of this hearing is to invite testimony from the members of the public regarding the proposed requests that are being considered before the Commission tonight. Public testimony from persons present who wish to speak may be for or against the request or to ask questions of the petitioner regarding the request being heard. Do I really have to read all this? Since we have no one present, do I have to read the -- can I skip the instructions for people who aren 't here? MS. LAMB: You can skip the instructions, but don't do anything else just in case people read the transcript and try to challenge our hearing. CHAIRMAN VINYARD: Very good. Persons wishing to testify are asked to speak clearly, 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Vitosh Reporting Service 815.993.2832 cms.vitosh@gmail.com PZC - Public Hearings - December 11, 2024 4 one at a time, state your name, who you represent. You are also asked to sign in at the podium. If you plan to speak during tonight's public hearing as a petitioner or a member of the public, this would be where you would raise your right hand and repeat after me. So we will be moving on. The order of receiving testimony will be the petitioner presentation, followed by those who wish to speak in favor or opposition of the request. May I have a motion to open public hearing on PZC number 2024-25, United City of Yorkville requesting a text amendment to the UDO? COMMISSIONER CROUCH: So moved. COMMISSIONER FORRISTALL: Second. CHAIRMAN VINYARD: Roll call vote on the motion, please. MS. YOUNG: Yes. Linane. COMMISSIONER LINANE: Yes. MS. YOUNG: Vinyard. CHAIRMAN VINYARD: Yes. MS. YOUNG: Forristall. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Vitosh Reporting Service 815.993.2832 cms.vitosh@gmail.com PZC - Public Hearings - December 11, 2024 5 COMMISSIONER FORRISTALL: Yes. MS. YOUNG: Hyett. COMMISSIONER HYETT: Yes. MS. YOUNG: And Crouch. COMMISSIONER CROUCH: Yes. CHAIRMAN VINYARD: Okay. The public hearing up for discussion tonight is PZC 2024-25, United City of Yorkville, petitioner, is proposing to amend Chapter 5 , Development Standards, within the United City of Yorkville's Unified Development Ordinance regarding fences. The proposed text amendment will allow vinyl coated chain link material in side and rear yards within residential districts. Is the petitioner for PZC 2024-25, United City of Yorkville, present and prepared to make its presentation of their proposed request? MS. MENDEZ: Yes. So, like you said, there is a request to amend Section 10-5 -5 to allow vinyl coated chain link fencing. Right now it is only permitted in the side and rear yard in non-residential districts. The City's Community Development Department has been receiving requests to allow 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Vitosh Reporting Service 815.993.2832 cms.vitosh@gmail.com PZC - Public Hearings - December 11, 2024 6 vinyl coated chain link, and since the code does not permit it, we have not allowed it. And in the City's 2015 Zoning Ordinance, vinyl coated chain link was listed as an acceptable material as you can see in the packet here, and it was only allowed in the rear and side yards for residential properties, so residents are urging the City to consider reverting the ordinance back to the 2015 Zoning Ordinance. This change came about in the summer of 2019 where the City began updating its UDO, and to support this effort, the U D O Advisory Committee was formed. During the December 9 th, 2021 UDO Advisory Committee meeting, they reviewed Chapter 5 , Development Standards, which also included fencing regulations, and in this meeting the committee unanimously agreed that plastic coated or plastic stripped chain link fences should not be allowed in residential areas, and the existing fences using this material would be grandfathered in, so because of this, vinyl coated chain link was removed and was changed to 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Vitosh Reporting Service 815.993.2832 cms.vitosh@gmail.com PZC - Public Hearings - December 11, 2024 7 only be allowed in the side and rear yards on properties in non-residential districts, and the City updated its UDO with these changes in January of 2024. In the memo you will also be able to find the proposed text amendment, specifically letter H , where the possible change would be vinyl coated chain link, rear and side yard only in all zoning districts. Staff supports the proposed text amendment because it addresses the ongoing resident requests to revert to the City's 2015 Zoning Ordinance standards, and allowing vinyl coated chain link in the rear and side yards in residential districts will not impact the public health, safety or general welfare of residents. I also just want to add, as the UDO is currently written, the provisions may seem ambiguous to residents and staff, leading to the potential misinterpretation that vinyl coated chain link fencing is allowed in all residential yards and only in the rear and side yards for non-residential properties, so if the proposed text amendment is not approved, staff suggests 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Vitosh Reporting Service 815.993.2832 cms.vitosh@gmail.com PZC - Public Hearings - December 11, 2024 8 adding language to clarify this ambiguity. And then, lastly, this text amendment request will be brought to City Council on January 14th, 2025. CHAIRMAN VINYARD: Very good. Thank you. Is there anyone here present who wishes to speak in favor or in opposition of the request? (No response.) CHAIRMAN VINYARD: Seeing as there is none, do any of the commissioners have any questions regarding the petition? COMMISSIONER HYETT: I do. CHAIRMAN VINYARD: Please. COMMISSIONER HYETT: So right now you cannot have a chain link fence? MS. NOBLE: If you apply for a new permit, as of January 1 st, you cannot have a chain link fence at all. COMMISSIONER HYETT: So I have a house in my subdivision that had a chain link fence put up this summer, and it's on their side yard, too. That's why I 'm like -- CHAIRMAN VINYARD: No permit. COMMISSIONER HYETT: Maybe. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Vitosh Reporting Service 815.993.2832 cms.vitosh@gmail.com PZC - Public Hearings - December 11, 2024 9 MS. NOBLE: Maybe. COMMISSIONER HYETT: It was the same company that does our stuff for -- MS. NOBLE: We can look into that. COMMISSIONER HYETT: I am not trying to get them in trouble, but I 'm like -- I 'm like why -- I 'm like they have it in their back yard and their side yard, so that's why I 'm like -- MS. NOBLE: It was always permitted -- Actually, you know, Mike was on the Zoning Ordinance committee when we updated the 2014 Zoning Ordinance, so prior to that it was permitted in all yards and then it was a compromise of the committee to allow them only in the side and the rear, and then when we had the UDO Committee, which had two former PZC members on there, the consensus was not to allow them at all. Staff did mention that was going to be a burden on residents. COMMISSIONER HYETT: I don't think it's a problem. I mean, you are not in an H O A , so I don't think the back yard is a big deal. MS. NOBLE: And we required them to be 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Vitosh Reporting Service 815.993.2832 cms.vitosh@gmail.com PZC - Public Hearings - December 11, 2024 10 vinyl coated, so -- CHAIRMAN VINYARD: Any other commissioners have questions? COMMISSIONER FORRISTALL: So there were requests? You're saying there were several requests made. MS. NOBLE: Correct. About a handful of requests. Some applied or just called and asked what the standards were, and some applied. CHAIRMAN VINYARD: There's got to be a significant cost to this. COMMISSIONER HYETT: Does the vinyl have to be a certain color? MS. NOBLE: No, we don't regulate color. CHAIRMAN VINYARD: Anybody else? Any clarification on anything? (No response.) CHAIRMAN VINYARD: No, no? Okay. Since all public testimony regarding these petitions have been taken, may I have a motion to close the taking of testimony in these public hearings? COMMISSIONER FORRISTALL: So moved. COMMISSIONER CROUCH: So moved. CHAIRMAN VINYARD: Sorry. I heard a 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Vitosh Reporting Service 815.993.2832 cms.vitosh@gmail.com PZC - Public Hearings - December 11, 2024 11 second out there, didn't I ? Was that you? COMMISSIONER FORRISTALL: Yeah. CHAIRMAN VINYARD: Roll call vote on the motion, please. MS. YOUNG: Yes. Linane. COMMISSIONER LINANE: Yes. MS. YOUNG: Vinyard. CHAIRMAN VINYARD: Yes. MS. YOUNG: Forristall. COMMISSIONER FORRISTALL: Yes. MS. YOUNG: Hyett. COMMISSIONER HYETT: Yes. MS. YOUNG: And Crouch. COMMISSIONER CROUCH: Yes. CHAIRMAN VINYARD: Okay. The public hearing portion of tonight's meeting is now closed. (Which were all the proceedings had in the public hearing portion of the meeting, concluding at 7 :10 p .m .) ---o 0 o --- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Vitosh Reporting Service 815.993.2832 cms.vitosh@gmail.com PZC - Public Hearings - December 11, 2024 12 STATE OF ILLINOIS ) ) SS: COUNTY OF LASALLE ) I , CHRISTINE M . VITOSH, a Certified Shorthand Reporter of the State of Illinois, do hereby certify: That previous to the commencement of any testimony heard, the witnesses were duly sworn to testify the whole truth concerning the matters herein; That the foregoing public hearing transcript, Pages 1 through 13, was reported stenographically by me by means of machine shorthand, was simultaneously reduced to typewriting via computer-aided transcription under my personal direction, and constitutes a true record of the testimony given and the proceedings had; That the said public hearing was taken before me at the time and place specified; That I am not a relative or employee or attorney or counsel, nor a relative or employee of such attorney or counsel for any of the parties hereto, nor interested directly or indirectly in the outcome of this action. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Vitosh Reporting Service 815.993.2832 cms.vitosh@gmail.com PZC - Public Hearings - December 11, 2024 13 I further certify that my certificate attached hereto applies to the original transcript and copies thereof signed and certified under my hand only. I assume no responsibility for the accuracy of any reproduced copies not made under my control or direction. IN WITNESS WHEREOF, I do hereunto set my hand at Leland, Illinois, this 30th day of December, 2024. /s / Christine M . Vitosh CHRISTINE M . VITOSH, C .S .R . 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3:21, 12:11, 13:3 transcription [1] - 12:14 trouble [1] - 9:6 true [1] - 12:16 truth [1] - 12:8 try [1] - 3:21 trying [1] - 9:5 two [1] - 9:16 typewriting [1] - 12:14 U UDO [7] - 4:15, 6:12, 6:13, 6:15, 7:3, 7:17, 9:16 unanimously [1] - 6:19 under [3] - 12:15, 13:4, 13:6 Unified [1] - 5:11 UNITED [1] - 1:6 United [5] - 2:21, 4:14, 5:8, 5:10, 5:16 up [2] - 5:7, 8:21 updated [2] - 7:3, 9:11 updating [1] - 6:12 urging [1] - 6:8 V via [1] - 12:14 VINYARD [17] - 3:4, 3:23, 4:18, 4:23, 5:6, Vitosh Reporting Service 815.993.2832 cms.vitosh@gmail.com PZC - Public Hearings - December 11, 2024 3 8:5, 8:9, 8:13, 8:23, 10:2, 10:10, 10:15, 10:18, 10:24, 11:3, 11:8, 11:15 Vinyard [3] - 2:2, 4:22, 11:7 vinyl [10] - 5:13, 5:20, 6:1, 6:4, 6:23, 7:8, 7:13, 7:20, 10:1, 10:12 Vitosh [1] - 13:12 VITOSH [2] - 12:3, 13:13 vote [2] - 4:18, 11:3 W Wednesday [1] - 1:21 welfare [1] - 7:16 WHEREOF [1] - 13:7 WHEREUPON [1] - 3:1 whole [1] - 12:8 wish [2] - 3:12, 4:11 wishes [1] - 8:6 wishing [1] - 3:24 WITNESS [1] - 13:7 witnesses [1] - 12:7 written [1] - 7:18 Y yard [6] - 5:21, 7:8, 8:21, 9:7, 9:8, 9:23 yards [7] - 5:14, 6:7, 7:1, 7:14, 7:22, 9:13 YORKVILLE [2] - 1:6, 1:7 Yorkville [5] - 1:18, 2:22, 4:15, 5:8, 5:16 Yorkville's [1] - 5:10 Young [1] - 2:12 YOUNG [10] - 4:20, 4:22, 4:24, 5:2, 5:4, 11:5, 11:7, 11:9, 11:11, 11:13 Z Zoning [6] - 3:6, 6:3, 6:9, 7:13, 9:10, 9:12 zoning [1] - 7:9 ZONING [1] - 1:10 1 REQUEST SUMMARY: Stephen Cross, an authorized representative of Costco, on behalf of Costco Wholesale Corporation, the contract purchaser and petitioner, and Joda Land Holding, LLC, the property owner, are requesting approval to develop a members-only retail store spanning approximately 160,000 square feet, establish and operate a standalone fueling facility, and obtain final plat approval to subdivide the existing two parcels, totaling nearly 34 acres, into three new parcels. The Costco development, including the fueling facility, will occupy approximately 33.14 acres (Lot 1), with an additional 7 acres designated for two perimeter lots (Lot 2 and Lot 3) along Veteran’s Parkway and about 3.4 acres reserved for stormwater management at the northwest corner of the property. As part of the request to amend the existing “Yorkville Crossing” Planned Unit Development (PUD) agreement and Special Use authorization for the fueling station, Costco is seeking allowances for additional parking (980 stalls vs. a code-maximum of 387), exceptions to electric vehicle charging requirements, pole-mounted lighting height exceeding the 35-foot limit (proposed at 36'-6"), certain landscape regulation deviations, and a reduced masonry material percentage on building facades. Memorandum To: Planning & Zoning Commission From: Krysti J. Barksdale-Noble, Community Development Director CC: Bart Olson, City Administrator Sara Mendez, Planner I Date: January 2, 2025 Subject: PZC 2024-33 Costco (PUD Amendment, Special Use & Final Plat) Proposed Wholesale Retail Warehouse, Fuel Station and Outlots 2 PROPERTY BACKGROUND/ZONING: The subject property consists of two (2) parcels (#02-28-227-002 and #0 02-27-101-003) which was annexed into Yorkville through Ordinance 2000-34 as part of the Yorkville Crossing development. The Yorkville Crossing Planned Unit Development (PUD) identified the property as having an underlying B-3 General Business District zoning which allowed for specific land uses listed in Exhibit "D-1" of the PUD Agreement. Notably, this includes "Grocery Store-Supermarkets" as an allowable use. The following Concept PUD Plan was included as an exhibit to Ordinance 2008-21: Further, per Table 10-3-12 (B) of the Yorkville Unified Development Ordinance (UDO), a “general retail store, greater than one (1) acre” is a permitted land use and a “gasoline service station” is a special use in the B-3 General Business District. Therefore, the petitioner is requesting the existing Yorkville Crossing Planned Unit Development be amended, or modified, to include Costco’s site development plans, requested Special Use permit and all deviations required to construct the proposed project, per plans submitted. The following are the current immediate surrounding zoning and land uses to the subject property: Zoning Land Use North E. Countryside Parkway B-3 PUD (Yorkville Crossing) Transportation Land Use United States Post Office (USPS) & Vacant Land South US 34 (Veterans Parkway) B-3 General Business District B-3 (Kendall County) Transportation Land Use Heartland Business Center American Legion & Various Business Land Uses East E. Countryside Center B-3/Office PUD (Yorkville Crossing) Transportation Land Use Undeveloped Farm Land West McHugh Road B-3/Office PUD (Yorkville Crossing) Transportation Land Use Undeveloped Farm Land 3 AMENDMENTS TO APPROVED PUD: As noted earlier, the approved land use of a “grocery store/supermarket” within the Yorkville Crossing PUD’s B-3 General Business District is consistent with the proposed Costco Warehouse development. However, Section 10-8-8G of the City’s Unified Development Ordinance (UDO) defines the criteria for distinguishing between major and minor amendments to planned unit developments. This request is classified as a major amendment to the approved Yorkville Crossing PUD due to the proposed special use for a fueling station, several requested deviations from UDO development standards, and the inclusion of a site plan. PROPOSED SITE PLAN: The Costco site plan places the warehouse at the center of the property, oriented toward Veteran’s Parkway, with parking arranged along the southern and eastern sides to prioritize customer accessibility. Future employee parking lot expansion is also proposed to the west of the retail warehouse building. Substantial setbacks and landscaped buffer zones with a mix of trees and shrubs separate the site physically and visibly from nearby properties, while a stormwater management area on the northern edge offers both environmental functionality and aesthetic value. The internal building design includes a Tire Center, a conveniently located loading dock, and energy- efficient LED lighting for safe navigation across parking and pedestrian areas. Two (2) additional parcels along Veteran’s Parkway are earmarked for future commercial development, aligning with the site’s zoning requirements and ensuring harmony with Costco’s operational goals. ANCILLARY USES: While the Unified Development Ordinance does not specifically identify a “tire center” use, where car lifts will be available for tire rotations and tire replacements, the Zoning Administrator can determine if the use is substantially similar to a use listed in the tables. If it is, the use shall be treated in the same 4 manner as the substantially similar use. Staff identifies the use as similar to “automobile repair” or “automobile service” which are permitted uses in the B-3 General Business District. REQUESTED PUD DEVIATIONS: Planned Unit Developments (PUDs) may modify base district standards if the requested changes are explicitly identified and demonstrate compatibility with surrounding development, necessity for proper site development, and alignment with at least one modification standard in Section 10-8-8D of the UDO. Although not required during the amendment process, the petitioner has identified the "Sustainable Design" standard as the modification standard for the Costco development, ensuring the proposed project incorporates methods in site design, architecture, building materials, and landscaping that reduce energy consumption and improve stormwater management. The petitioner outlines several sustainable design features, including 80% recycled content in the building’s steel system and metal panels, insulation with over 50% recycled content, and a roof designed to minimize heat gain. Landscaping uses native, drought-tolerant species to reduce irrigation and maintenance needs, while LED lighting is implemented throughout the site. A water management system enhances efficiency by reducing wastewater and sewer use. Furthermore, the refrigeration system utilizes carbon dioxide (CO2), a sustainable alternative to hydrofluorocarbons (HFCs), due to its low Global Warming Potential, non-toxic, and non-flammable properties. Below is a summary of the design components of the development plans and the identified five (5) proposed deviations from the Unified Development Ordinance (UDO) as part of the PUD Amendment and Special Use requests: 1. B-3 Bulk Regulations - Per the Table 10-3-9(A) Bulk and Dimensional Standards, the following compares current B-3 General Business District standards with the proposed Planned Unit Development (PUD) requested modifications: BULK REGULATIONS REQUIRED MINIMUM STANDARDS B-3 DISTRICT PROPOSED MINIMUM STANDARDS COSTCO PROPOSED MINIMUM STANDARDS FUEL FACILITY FRONT YARD (Veterans Pkwy) 50 ft. 507 ft. 60’-8” CORNER SIDE YARD (East/West) 30 ft. 246’-7”/64 ft. 271’-3” REAR YARD (SEC Countryside Pkwy/McHugh) 20 ft. 64 ft. 1,201’ PARKING SETBACK (Veterans Pkwy) 20 ft. 275 ft. N/A PARKING SETBACK (Countryside Pkwy/McHugh) 20 ft. 20 ft. N/A MAXIMUM LOT COVERAGE 80% 65.4% N/A (included with Costco) MAXIMUM BUILDING HEIGHT 80 ft. 32 ft. 18’-6” The proposed PUD for the Costco Warehouse and proposed fueling station meets the minimum building setback requirements and other regulations related to maximum lot coverage and building height for the B-3 district. 5 2. Parking Requirements - According to the Parking Data Table on the Layout Plan (Sheet C2.0), Site Plan (Sheet DD11-05), and Aerial Site Plan (Sheet DD12-05), there are 856 total parking spaces to be provided on the property to accommodate the proposed ~160,000 sq. ft. retail warehouse building and fueling facility uses. Future parking expansion area will include another 124 stalls for an overall total 980 parking spaces. The petitioner is also proposing to exceed the minimum standard parking stall and aisle dimensions by providing 90-degree parking stalls with a 10’ width and a minimum of 18.5’ stall depth with a 2’ overhang. Aisle widths for the 2-way drives are 32’ wide. a. Per the Unified Development Ordinance, the minimum parking requirement for a retail store more than 8,000 sq. ft. of the net building square feet is 2 spaces/1,000 sq. ft. Gasoline Service Stations require a minimum of 1 space/gas pump and 1space/300 sq. ft. for any accessory retail space. However, to minimize excessive areas of pavement, no off-street parking area for nonresidential uses shall exceed the required minimum number of parking spaces by more than twenty (20) percent, except as approved by the Zoning Administrator. In approving additional spaces, the Zoning Administrator shall determine that the parking is needed based on documented evidence of actual use and demand provided by the applicant. Therefore, the total required maximum parking for the subject property is 386 spaces, including a minimum of 8 ADA accessible spaces. Deviation #1: The petitioner is requesting a variance from the UDO’s required maximum parking due to parking being “critical to Costco’s business plan and success for any warehouse located throughout the Country. The average parking for all new warehouses is between 850 to 900 stalls. Parking is based on the immediate need at store opening for our Members. Insufficient parking creates safety issues throughout the Property and will impede proper traffic flow in and around the Property.” Staff is supportive of the deviation from a maximum of 2 parking spaces per 1,000 net sq. ft. of building area to approximately 6.22 parking spaces per 1,000 of building area, as noted in the response comments provided by Cross Engineering & Assoc. dated December 30, 2024. 3. Electric Vehicle (EV) Requirements - Per Section 10-5-1K-1 of the Unified Development Ordinance, infrastructure for a minimum of 8 electric vehicle charging station is required to be installed for the proposed 980 parking spaces (1 EV charging station per 50 required parking spaces). Deviation #2: The petitioner is requesting full relief from the UDO’s minimum required EV charging station requirement due to “current Costco data reveals that an exceedingly small percentage of projected Members in the trade area are owners of electric vehicles. Costco’s operators determined that EV charging stations at this location would not be pursued or initially planned for as the demand does not currently exist. Costco will reevaluate this decision in the near future.” Staff is supportive of the deviation of the full relief for the installation of infrastructure to accommodate the required minimum 8 electric vehicle charging stations since the petitioner will reevaluate the need for EV charging in the near future. 4. Off-Street Loading - Per Section 10-5-1-Q of the Unified Development Ordinance, the number of off-street shall be determined on a case-by-case basis, and in the instance of special uses, loading berths adequate number and size to serve such use, as determined by the Zoning Administrators, shall be provided. 6 a. The petitioner proposes to have four (4) recessed off-street loading spaces for the retail warehouse located at the southwest corner of the building. While not a deviation, staff is supportive of this request. 5. Vehicular Access - It is noted that the site has six (6) points of access. Three (3) off of E. Countryside Parkway – two (2) full access and one (1) right-in/right-out; one (1) full off of E. Veterans Parkway, which will be coordinated with IDOT; and two (2) full access points off of McHugh Road. These access points lead to internal private roadways which loop around the retail warehouse building, provides direct access to the fueling facility, and will connect to the future outlot uses. a. In line with Section 10-5-1-F of the Unified Development Ordinance, which encourages cross-access between adjacent properties, the development is required to promote shared parking and ease vehicular flow between commercial and residential areas. The commercial lots meet shared parking requirements, and as such, the developer proposes to ensure vehicular cross-access between the Costco parcel and the future outlot parcels via a real estate agreement. This aims to reduce street access points and facilitate movement between different uses, supporting connectivity and operational efficiency within the site. 6. Pedestrian Circulation - Per Section 10-5-1-N Pedestrian Circulation Standards of the Unified Development Ordinance required off-street parking areas to on-site pedestrian circulation systems and connection to existing and future planned trails. a. The petitioner has provided a single pedestrian connection to the public way off of E. Veterans Parkway at the intersection with Tuma Road. A secondary pedestrian connection to the public way at the northernmost full access drive on Countryside Parkway at the intersection with Crimson Lane is also proposed. 7. Traffic Study/Roadway Improvements – A Costco Traffic Impact Study, dated November 13, 2024 was prepared by V3 Companies, Ltd. Per the study, off-site road enhancements will involve adjusting the existing center medians along Countryside Parkway and adding lane striping to create left-turn lanes at the intersections of Countryside Parkway and McHugh Road. Additionally, new right-turn lanes will be installed at the gas station entrance on McHugh Road and at Veteran’s Parkway. a. The City Engineer has reviewed the traffic study and has requested the study be submitted to IDOT for review and comments on certain traffic mitigations proposed as part of the development. Staff recommends further traffic signal warrant analyses should be performed at the intersection of US 34/Veterans Parkway, Costco Driveway #4/Tuma Road, and McHugh Road/Countryside Parkway. 8. Lighting - A photometric plan has been provided along with pole details of the proposed light standards to be installed within the parking lot area. Maximum illumination at the property line shall not exceed zero (0) foot-candle and no glare shall spill onto adjacent properties or rights of way. Deviation #3: Per Table 10-5-7(E) of the Unified Development Ordinance, the maximum height for outdoor light standards in the B-3 General Business District is 35 feet. The petitioner seeks a deviation to this regulation to install a light fixture with a maximum height of 36’-6” to provide ample uniform light coverage of the parking lot area. Staff supports this deviation. 9. Mechanical Screening - Per Section 10-5-4 Screening of the Unified Development Ordinance, ground/wall-mounted and roof mounted mechanical units that are visible from any public right-of-way or adjacent residential property shall be screened from public view. 7 Materials used for screening shall be designed and established so that the area or element being screened is no more than twenty (20) percent visible through the screen. a. It is noted that there are two (2) proposed ground-mounted compactors located on the west elevation adjacent to McHugh Road. It appears the petitioner has proposed to screen ground mounted mechanical equipment with landscaping material such as evergreen trees, ornamental trees and shrubbery located to the west in landscape bed edge. Since the units may not be visible from the public way due to the location, setback and landscaping provided on the site, staff is supportive of the screening. 10. Landscaping - Section 10-5-3 of the Unified Development Ordinance establishes landscape standards for new developments. The petitioner has submitted a Costco Landscape Plan, prepared by Kimley Horn, and dated last revised 11-15-24. The landscape plan emphasizes a diverse mix of plantings to enhance aesthetic appeal and environmental integration. It includes over 1,000 canopy and ornamental trees complemented by shrubs, ornamental grasses, and perennials. Turf sod and no-mow seed mix cover large areas, while naturalized plantings and decorative rock mulch are used for ecological and visual interest. Deviation #4 - The petitioner is requesting relief from Sections 10-5-3-C Building Foundation Landscape Zone and Section 10-5-3-E Parking Area Interior Landscaping Zone. Considering the necessity for a clear path of ingress and egress for shoppers and the adjacent loading facility, along with the landscaping already provided in the nearby end-of-aisle parking island, staff supports the deviation from the building foundation planting requirements. Additionally, staff supports the interior landscaping requirements for the parking area, including the placement of parking lot medians every third bay of parking in front or to the side of the building and a parking island for every 10 parking spaces, due to the increased demand for vehicular parking on-site. 11. Appearance Standards - Per Section 10-5-8-C-3.b Commercial, Office and Institutional Uses, Masonry products or precast concrete shall be incorporated on at least fifty (50) percent of the total building, as broken down as follows: The front facade shall itself incorporate masonry products or precast concrete on at least fifty (50) percent of the facade. Any other facade that abuts a street shall incorporate masonry products. The use of masonry products or precast concrete is encouraged on the remaining facades. Additional standards include: a. Loading bays for commercial and office uses shall not be located in the front of a building or in the area abutting a public right-of-way, and all commercial, office. b. Institutional buildings shall consist of solid and durable facade materials and be compatible with the character and scale of the surrounding area. The petitioner has submitted exterior building elevations depicting the retail warehouse with materials such materials as insulated textured metal architectural panels, smooth face CMU, glazing and ribbed architectural metal panels. Below is the proposed building material breakdown and architectural renderings: 8 c. Staff has calculated that the masonry/cementitious materials make up approximately 15-16% of the total building and 30-35% of the front elevation (South and Entry). We understand that Costco must maintain its corporate brand and image, and staff is fully supportive of this deviation from the 50% appearance code standard. The proposed textured and ribbed architectural paneling provides a solid and durable façade, which meets the intent of the UDO’s requirements. d. In Section 10-5-8C.1 of the UDO it states “Creativity and ingenuity in applying the standards and guidelines listed in this Code are encouraged. Likewise, ingenuity and creativity, while considering deviations to the standards and guidelines of this Code, are encouraged.” Deviation #5 - The petitioner is requesting relief from the minimum masonry requirements and the placement of loading bays at the front of the building and adjacent to a public right- of-way. The design incorporates vertical architectural articulation through the use of color, texture, and a strategic distribution of sustainable materials proportionate to the building's scale. Furthermore, the inclusion of a free-standing steel trellis on the south elevation helps to soften and define the building’s mass as viewed from US 34/Veterans Parkway. With these enhancements and the recessed docking area, staff supports the requested deviation. 12. Signage - Per Section 10-6-6 of the Unified Development Ordinance, single tenant buildings shall be permitted a total of two (2) primary wall signs or one (1) primary wall sign per one hundred (100) linear feet of building frontage. One (1) additional wall sign shall be allowed per additional hundred (100) feet of building frontage. Only one (1) primary wall sign shall be displayed on any single building façade. 9 a. The petitioner is proposing six (6) wall mounted signs as illustrated on the exterior elevations, as illustrated below: Per staff’s calculations, the petitioner is permitted a maximum of five (5) primary signs and eight (8) secondary signs totaling 13 wall signs, as depicted in the table below: Elevation Façade Length Permitted # of Signs Proposed # of Signs Permitted Max. Sign Area Proposed Sign Area South ~358’-7” 3 1 ~717.4 sq. ft. 280 sq. ft. East ~326’-4” 3 2 ~652.8 sq. ft. 311 sq. ft. Entry 70’-3 ¾” 1 1 ~140.7 sq. ft. 175 sq. ft. North ~493’-6” 3 1 ~987.2 sq. ft. 280 sq. ft. West ~220’-0” 3 1 ~440 sq. ft. 280 sq. ft. TOTAL 13 6 ~2938.1 sq. ft. 1326 sq. ft. All proposed wall signs conform to UDO regulations. It is noted a monument sign is not proposed for the development. However, the existing pylon ground-mounted “Menards/Yorkville Crossing” sign located at the southeast corner of the property will be relocated, east of Countryside Parkway on parcel #02-27-101-004 owned by Yorkville Crossings, LLC. PROPOSED SPECIAL USE: As previously mentioned, the proposed fuel facility (gasoline service station) situated at the northeast corner of US 34 and McHugh Road is identified as a special use in the B-3 General Business District requiring additional discretion in the approval process due to operational characteristics that are different from, but complements, the primary retail land use. The Costco fuel facility proposes 16 gas dispensers, accommodating 2 cars per dispenser. A total of eight (8) lanes are proposed for car queuing allowing five (5) cars per lane stacking. This results in a total of 72 cars maximum in this area of the site. No accessory retail convenience store is proposed for the fuel facility area. During the Plan Council staff-level review, staff expressed some concerns regarding the southernmost full access off of McHugh Road leading to the fueling facility which may cause a backup onto the public roadway should there be more than the five (5) vehicles stacking per fuel lane or 40 vehicle max stacking for all pumps. The petitioner subsequently provided further details regarding the operation of the fuel station. According to Costco, the proposed fuel facility design is based on extensive data collection and observations from facilities nationwide, ensuring efficiency by tailoring the number of pumps, queue lanes, and traffic flow to each location. The Yorkville facility, among the largest in the Midwest, includes 10 16 pumps (32 dispensers), a 155-foot drive lane accommodating 40 vehicles, and a total capacity for 72 vehicles in the designated area. This design aims to minimize wait times, vehicle queuing, and public road backups. If future demand warrants, the facility can expand southward to add four more pumps (40 dispensers total) and extend queuing lanes westward to further enhance traffic flow and reduce potential congestion. Based upon this further information, staff is confident the petitioner can adequately address any on-site vehicle stacking issues, should they arise, avoiding backups into the adjacent public ways. Therefore, staff is supportive of the special use request for a fuel facility. PROPOSED FINAL PLAT: A Final Plat of Subdivision of Costco Wholesale dated last revised 12/18/24 and prepared by V3 Companies, Ltd. has been submitted by the petitioner. The plat includes detailed boundary descriptions, lot sizes, and dimensions for the proposed three (3) lots: Lot 1 (26.24 acres), Lot 2 (4.20 acres), and Lot 3 (2.70 acres). It highlights easements for utilities, drainage, and stormwater management, as well as building setback lines. The plat also identifies public utility access and stormwater provisions and references prior dedications for rights-of-way along major roads like US Route 34 and McHugh Road. Staff recommends approval of the Final Plat of Subdivision subject to review comments provided by the EEI, City Engineer, in a letter dated December 5, 2024. COMPREHENSIVE PLAN: The 2016 Comprehensive Plan Update designates this property as “Mid Density Residential (MDR)” which is defined typically for higher density residential developments near commercial areas and transportation corridors including townhomes and multi-family development. Although the proposed commercial land use does not align with the comprehensive plan's current future land use designation, staff supports the use because it is consistent with the “Destination Commercial (DC)” designation assigned to nearby properties to the west. Additionally, the property’s existing B-3 zoning classification aligns with both the Destination Commercial land use and the original PUD. If the proposed development is approved, staff will initiate an amendment to the Comprehensive Plan. STANDARDS FOR SPECIAL USE: The Planning and Zoning Commission may recommend approval of a Special Use upon considering the following standards (Section 10-8-5 of the Yorkville Unified Development Ordinance): i. The establishment, maintenance or operation of the Special Use will not be unreasonably detrimental to or endanger the public health, safety, morals, comfort, or general welfare. ii. The Special Use will not be injurious to the use and enjoyment of other property in the immediate vicinity for the purpose already permitted, nor substantially diminish and impair property values within or near the neighborhood in which it is to be located. 11 iii. The establishment of the Special Use will not impede the normal and orderly development and improvement of surrounding property for uses permitted in the district. iv. Adequate utilities, access roads, drainage or other necessary facilities have been or shall be provided. v. Adequate measures shall be taken to provide ingress or egress so designed as to minimize traffic congestion in the public streets. vi. The proposed Special Use is not contrary to the objectives of the City’s adopted Comprehensive Plan. The petitioner has provided responses to these standards which will be incorporated into the record during the public hearing. STAFF COMMENTS: A staff-level technical review of the proposed plans was conducted by the Plan Council on December 12, 2024. This included written review comments on the plans prepared by EEI, the City Engineer, dated December 5, 2024, which are attached for your reference. In response, the petitioner has submitted revised plans and written responses addressing the comments in the review letter to proceed with the public hearing. Approval of the Planned Unit Development Amendment, Special Use, and Final Plat is contingent upon comments prepared by EEI dated December 5, 2024 and any subsequent reviews related to the plans submitted on December 30, 2024. Staff is supportive of the application and requests. PROPOSED MOTIONS: 1. Planned Unit Development (PUD) Amendment In consideration of testimony presented during a Public Hearing on January 8, 2025, the Planning and Zoning Commission recommends approval to the City Council of a request for an amendment to the Yorkville Crossing Planned Unit Development Agreement to facilitate the development of an approximately 160,000-square-foot members-only retail store, a fuel facility, and two (2) commercial outlots with an underlying zoning designation of B-3 General Business District for an approximately 34 acre parcel located at the northwest corner of Veterans Parkway (US 34) and Countryside Parkway, subject to the conditions enumerated in a staff memorandum dated January 2, 2025 and review comments prepared by the City’s engineering consultant, EEI, Inc., in a letter dated December 5, 2024 and any subsequent reviews related to the Site Plan and Aerial Site Plan prepared by MG2 dated December 20, 2024 and Traffic Study prepared by V3 Companies updated December 30, 2024, and further subject to {insert any additional conditions of the Planning and Zoning Commission}… 2. Special Use In consideration of testimony presented during a Public Hearing on January 8, 2025 and approval of the findings of fact, the Planning and Zoning Commission recommends approval to the City Council of a request for Special Use authorization for a fuel facility as part of the Costco Wholesale Warehouse development to be located at the northwest corner of Veterans Parkway (US 34) and Countryside Parkway within the Yorkville Crossing PUD subject to engineering review comments provided by the City’s engineering consultant, EEI, Inc., in a letter dated December 5, 2024 and any subsequent reviews related to the Site Plan and Aerial Site Plan prepared by MG2 dated December 20, 2024 and Traffic Study prepared by V3 Companies updated December 30, 2024, and further subject to {insert any additional conditions of the Planning and Zoning Commission}… 3. Final Plat of Subdivision The Planning and Zoning Commission recommends approval to the City Council of the Final Plat of Subdivision of Costco Wholesale, dated last revised 12/18/24 and prepared by V3 12 Companies, Ltd. subject to review comments prepared by City’s engineering consultant, EEI, Inc., in a letter dated December 5, 2024 and any subsequent reviews related to said Final Plat of Subdivision, and further subject to {insert any additional conditions of the Planning and Zoning Commission}… Attachments: 1. Applications for Special Use, PUD Amendment, and Final Plat 2. Costco Site Plan Narrative, dated November 15, 2024 and prepared by Costco Wholesale Corporation 3. Written responses to review comments prepared by Cross Engineering & Associates dated December 30, 2024. 4. Costco ALTA Survey, dated last revised 11-13-24 and prepared by V3 Companies, Ltd. 5. Costco Site Plan, dated December 20, 2024 and prepared by MG2 6. Costco Aerial Site Plan, dated December 20, 2024 and prepared by MG2 7. Final Plat of Subdivision of Costco Wholesale, dated last revised 12/18/24 and prepared by V3 Companies, Ltd. 8. Preliminary Civil/Engineering Plans for Costco Wholesale, dated 11-13-24 and prepared by MG2 9. Costco Landscape Plan, dated last revised 11-15-24 and prepared by Kimley Horn 10. Costco Warehouse Floor Plan, dated November 15, 2024 and prepared by MG2 11. Costco Architectural Elevations, dated November 15, 2024 and prepared by MG2 12. Costco Renderings, dated November 15, 2024 and prepared by MG2 13. Costco Fuel Facility Plan, dated November 15, 2024 and prepared by MG2 14. Costco Lighting Plan, dated July 2024 and prepared by T.E., Inc. 15. Costco Traffic Impact Study, dated November 13, 2024 and Updated December 30, 2024 as prepared by V3 Companies, Ltd. 16. Costco Preliminary Stormwater Management Report, dated November 13, 2024 and prepared by V3 Companies, Ltd. 17. Plan Council Packet dated 12-12-24 18. EEI Review Letter dated December 5, 2024 19. Public Hearing Notice APPLICATION FOR SPECIAL USE United City of Yorkville 1SBJSJF1PJOUF%SJWF Yorkville, Illinois, 60560 Telephone: 630-553-4350 Fax: 630-553-7575 Website: www.yorkville.il.us INVOICE & WORKSHEET PETITION APPLICATION CONCEPT PLAN REVIEW Engineering Plan Review deposit $500.00 Total: $ AMENDMENT Annexation Plan Plat P.U.D. $500.00 $500.00 $500.00 $500.00 Total: $ ANNEXATION $250.00 + $10 per acre for each acre over 5 acres Total: $ ____________ - 5 = ____________ x $10 = ____________ + $250 = $ ____________ # of Acres Acres over 5 Amount for Extra Acres Total Amount REZONING $200.00 + $10 per acre for each acre over 5 acres Total: $ If annexing and rezoning, charge only 1 per acre fee; if rezoning to a PUD, charge PUD Development Fee - not Rezoning Fee ____________ - 5 = ____________ x $10 = ____________ + $200 = $ ____________ # of Acres Acres over 5 Amount for Extra Acres Total Amount SPECIAL USE $250.00 + $10 per acre for each acre over 5 acres Total: $ ____________ - 5 = ____________ x $10 = ____________ + $250 = $ ____________ # of Acres Acres over 5 Amount for Extra Acres Total Amount ZONING VARIANCE $85.00 + $500.00 outside consultants deposit Total: $ PRELIMINARY PLAN FEE $500.00 Total: $ PUD FEE $500.00 Total: $ FINAL PLAT FEE $500.00 Total: $ ENGINEERING PLAN REVIEW DEPOSIT Less than 1 acre Over 1 acre, less than 10 acres Over 10 acres, less than 40 acres Over 40 acres, less than 100 acres Over 100 acres $5,000.00 $10,000.00 $15,000.00 $20,000.00 $25,000.00 Total: $ OUTSIDE CONSULTANTS DEPOSIT Legal, land planner, zoning coordinator, environmental services Total: $ For Annexation, Subdivision, Rezoning, and Special Use: Less than 2 acres Over 2 acres, less than 10 acres Over 10 acres $1,000.00 $2,500.00 $5,000.00 TOTAL AMOUNT DUE: 0 500.00 0 34.13 29.13 291.30 541.30 541.30 500.00 500 15,000 5,000 22,041.30 APPLICATION FOR SPECIAL USE United City of Yorkville 651 Prairie Pointe Drive Yorkville, Illinois, 60560 Telephone: 630-553-4350 Fax: 630-553-7575 Website: www.yorkville.il.us ATTORNEY INFORMATION NAME:COMPANY: MAILING ADDRESS: CITY, STATE, ZIP:TELEPHONE: EMAIL:FAX: ENGINEER INFORMATION NAME:COMPANY: MAILING ADDRESS: CITY, STATE, ZIP:TELEPHONE: EMAIL:FAX: LAND PLANNER/SURVEYOR INFORMATION NAME:COMPANY: MAILING ADDRESS: CITY, STATE, ZIP:TELEPHONE: EMAIL:FAX: ATTACHMENTS Petitioner must attach a legal description of the property to this application and title it as “Exhibit A”. Petitioner must list the names and addresses of any adjoining or contiguous landowners within five hundred (500) feet of the property that are entitled notice of application under any applicable City Ordinance or State Statute. Attach a separate list to this application and title it as “Exhibit B”. APPLICATION FOR SPECIAL USE United City of Yorkville 651 Prairie Pointe Drive Yorkville, Illinois, 60560 Telephone: 630-553-4350 Fax: 630-553-7575 Website: www.yorkville.il.us SPECIAL USE STANDARDS PLEASE STATE HOW THE ESTABLISHMENT, MAINTENANCE OR OPERATION OF THE SPECIAL USE WILL NOT BE UNREASONABLY DETRIMENTAL TO OR ENDANGER THE PUBLIC HEALTH, SAFETY, MORALS, COMFORT OR GENERAL WELFARE: PLEASE STATE HOW THE SPECIAL USE WILL NOT BE INJURIOUS TO THE USE AND ENJOYMENT OF OTHER PROPERTY IN THE IMMEDIATE VICINITY FOR THE PURPOSE ALREADY PERMITTED, NOR SUBSTANTIALLY DIMINISH AND IMPAIR PROPERTY VALUES WITHIN OR NEAR THE NEIGHBORHOOD IN WHICH IT IS LOCATED: PLEASE STATE HOW THE ESTABLISHMENT OF THE SPECIAL USE WILL NOT IMPEDE THE NORMAL AND ORDERLY DEVELOPMENT AND IMPROVEMENT OF SURROUNDING PROPERTY FOR USES PERMITTED IN THE DISTRICT: PLEASE STATE HOW ADEQUATE UTILITIES, ACCESS ROADS, DRAINAGE OR OTHER NECESSARY FACILITIES HAVE BEEN OR ARE BEING PROVIDED: APPLICATION FOR AGREEMENT AMENDMENT United City of Yorkville 651 Prairie Pointe Drive Yorkville, Illinois, 60560 Telephone: 630-553-4350 Fax: 630-553-7575 Website: www.yorkville.il.us PROPERTY INFORMATION NAME OF AGREEMENT: DATE OF RECORDING: SUMMARIZE THE ITEMS TO BE AMENDED FROM THE EXISTING AGREEMENT: ATTACHMENTS Petitioner must attach a legal description of the property to this application and title it as “Exhibit A”. Petitioner must list the names and addresses of any adjoining or contiguous landowners within five hundred (500) feet of the property that are entitled notice of application under any applicable City Ordinance or State Statute. Attach a separate list to this application and title it as “Exhibit B”, if applicable. Petitioner must attach a true and correct copy of the existing agreement and title it as “Exhibit C”. Petitioner must attach amendments from the existing agreement and title it as “Exhibit D”. + – Public Notification App Feedback Click to restore the map extent and layers visibility where you left off. App State 11/19/24, 12:41 PM Public Notification App https://maps.co.kendall.il.us/portal/apps/webappviewer/index.html?id=2b92d85a669f4c15a044790d0183d8b3 1/1 Print using Adobe® Reader®'s "Actual size" setting r150 1/1 11/19/2024 12:37:31 PM Print using Adobe® Reader®'s "Actual size" setting r150 1/1 11/19/2024 12:37:33 PM COSTCO WHOLESALE CORPORATION APPLICATION for a PUD AGREEMENT AMENDMENT SPECIAL USE PERMIT & FINAL PLAT APPROVALS PROPOSED COSTCO WHOLESALE UNITED CITY OF YORKVILLE , ILLINOIS November 15, 2024 TABLE OF CONTENTS NARRATIVE 1.0 Property Owner and Project Team 2.0 Introduction and Property Description 3.0 Property History & Zoning 4.0 Entitlements • Planned Unit Development • Special Use Permit • Final Plat 5.0 Development Plan Proposal • Final Plat • Traffic / Roadway Improvements • Site Plan • Architecture • Fuel Facility • Utility and Stormwater Improvements 6.0 Planned Unit Development , Special Use Permit and Development Standards Deviations 7.0 Operations and Employees PROPOSED COSTCO WHOLESALE UNITED CITY OF YORKVILLE , ILLINOIS 1.0 Property Owner and Project Team Property Owner: Mr. David Hamman and Mr. Joseph Hamman Joda Land Holding, LLC Newark, Illinois Contract Purchaser: Costco Wholesale Corporation 730 Lake Drive Issaquah, WA 98027 Costco Real Estate Development: Eric Orren, Vice President of Real Estate Development Costco Wholesale Corporation 730 Lake Drive Issaquah, WA 98027 Real Estate Consultant: Michael Stratis, Senior Vice President & Counsel Intrepid Properties, Inc. 2311 W. 22nd Street, Suite 208 Oak Brook, IL 60523 Development Director: Stephen Cross, Authorized Costco Representative President Cross Engineering & Associates, Inc. 1955 Raymond Drive, Suite 119 Northbrook, IL 60062 Architect: Risa Yuki, Principal MG2 1101 Second Avenue, Suite 100 Seattle, WA 98101 Engineer, Surveyor & Traffic Consultant: Dan Free, P.E., Project Manager & Peter Reinhofer, Senior Project Managers V3 Companies 7325 Janes Avenue Woodridge, IL 60517 PROPOSED COSTCO WHOLESALE UNITED CITY OF YORKVILLE 2.0 Introduction and Subject Property Costco Wholesale Corporation operates an international chain of membership retail buildings that carry quality, brand-name merchandise to members at lower prices than are typically found at conventional wholesale or retail sources. Costco’s business model also provides assistance to local small to medium -size businesses by offering reduced costs in purchasing for resale and for everyday business use. Costco retail presents one of the largest product category selections to be found under a single roof. Categories include groceries, candy, appliances, electronics, automotive supplies, tires, toys, hardware, sporting goods, jewelry, watches, cameras, books, housewares, apparel, health and beauty aids, furniture, office supplies, and office equipment. Costco is known for carrying top quality national and regional brands, with a 100% satisfaction guarantee, at prices consistently below traditional wholesale or retail outlets. Members may also shop for private label Kirkland Signature™ products, designed to be of equal or better quality than national brands, including juice, cookies, coffee, housewares, luggage, clothing, and detergent. Additionally, Costco operates self-service gasoline stations, and car washes at a number of its locations. Costco Founded in 1983 Costco Wholesale Corporation (Costco) began operations in 1983 in Seattle. In October 1993, Costco merged with The Price Company, which pioneered the membership warehouse concept in 1976. In January 1997, after the spin-off of most of its non- warehouse assets to Price Enterprises, Inc., the Company changed its name to Costco Wholesale Corporation, which trades under the NASDAQ symbol “COST.” Costco continues to be an industry leader in terms of service, quality, value, and innovation. Costco has grown to become, in terms of sales, the second-largest Global retailer and the largest operator of membership clubs worldwide. Costco has a significant retail presence in the greater Chicagoland area. Costco Yorkville would be the 20th store to open in the Chicagoland area. The closest Costco location to the proposed Yorkville trade area is Naperville, approximately thirteen miles to the northeast at 75th Street and Route 59th. Costco has entered into an agreement with Joda Land Holding, LLC to purchase approximately 33 acres located at the northwest corner of Veteran’s Parkway and Countryside Parkway in the United City of Yorkville in order to develop a members only retail store and free-standing fueling facility (See Exhibit 1- ALTA Land Title Survey & Exhibit 2-Site Context Plan with Aerial Photo). To construct the Costco retail and fueling facility as proposed in the Site Development Plans, certain zoning applications will be submitted, public hearings will be conducted, and approvals will be obtained to permit a commercial land use to operate on the Property. The Costco development and fueling facility will be developed on approximately 33.14 acres (Lot 1) with approximately 7 acres allocated for two perimeter lots (Lot 2 & Lot 3) along Veteran’s Parkway and approximately 3.4 acres planned for stormwater management located at the northwest corner of the Property. (See Exhibit 3- Site Plan & Exhibit 4-Final Plat) 3.0 Property History & Zoning The current property owners entered into a Planned Unit Development and Annexation Agreement (“Yorkville Crossing”) with the United City of Yorkville in July of 2000. A modification to the Annexation and Planned Unit Development Agreement was recorded in May of 2008 amending the zoning of the Property from B-3 General Business District to B-3, PUD. The permitted uses for the Property included all uses in the B-1, B-2, B-3 and Office zoning Districts with non-permitted uses identified. The current Planned Unit Development Agreement will be modified to include Costco’s specific development plan for the Property and all requested deviations from the Development Code and Special Use permits necessary to construct our proposed retail development. The B-3 zoning district permits retail sales, automobile repair uses and gasoline service stations as a Special Use. The current zoning allows Costco to fully develop and operate their retail business on the Property. (See applications for PUD Agreement Amendment, Final Plat and Special Use) 4.0 Entitlements Costco is submitting applications for an Amendment to the Planned Unit Development Agreement, Final Plat, and Special Use permit. The entitlement process will require public hearings before the Planning and Zoning Commission and City Council for final action and approvals. The proposed Site Development Plans will require a Special Use Permit to operate the fueling facility. The site plan will conform to all Bulk and Dimensional Standards for each proposed lot. Certain relief from the Development Standards will be requested for Costco’s proposed development plans. Please see section 6.0, Planned Unit Development, Special Use Permit and Development Standards Deviations for specific details. 5.0 Development Plan Proposal Final Plat: The Final Plat consists of a 3-lot subdivision. Lot 1, consisting of approximately 26 acres will be developed with Costco’s retail building, stormwater, parking, and free-standing fueling facility. Lot 2 and Lot 3, consisting of approximately 7 acres will be platted for future retail development. The proposed lots comply with the minimum building envelop, size and minimum setback requirements as required in the Zoning Ordinance. Proposed water and sanitary utility easements are illustrated on the Final Plat. The proposed Costco building will be approximately 161,562 square feet and the overall site plan will provide for approximately 856 total parking stalls. The parking count will provide a ratio of 5.29 stalls per 1,000 square feet of building area, which provides sufficient parking based on Costco’s anticipated member use. (See Exhibit 3- Site Plan & Exhibit 4-Final Plat of Subdivision) Traffic/Roadway Improvements: The Costco site is centrally located between 3 roadways that will all provide efficient ingress and egress for the Property. A full access at Veteran’s Parkway and Tuma Road intersection will be provided and coordinated with IDOT. Access along E Countryside Parkway will be by two full access points and one right -in / right-out. Access along McHugh Road will be by two full access points. The fuel facilities primarily access will be off of McHugh Road to the west of the site. Off-site road improvements will require modifications to the existing center medians along Countryside Parkway and drive lane striping for left turn lanes at Countryside Parkway and McHugh Road. New right turn lanes will be constructed at the gas entrance at McHugh Road and at Veteran’s Parkway. A detailed Traffic Impact Study has been submitted with our application. (See Exhibit 3- Site Plan & Exhibit 12-Traffic Impact Study) Site Plan: The Costco warehouse building is located generally in the center of the Property facing Veteran’s Parkway. This location allows for an efficient parking program distributed around the south and east sides of the warehouse to maximize convenient parking spaces proximate to the customer entrance and exit located at the southeast corner of the building. The parking and internal drives are buffered from surrounding land uses by generous setbacks from property lines and planted buffer yards that include a rich mixture of evergreen, shade, shrubs, and ornamental trees. The interior of the parking lot is planted with islands throughout, offering shade and seasonal interest. 124 future parking spaces have been planned for the southwest area of the Property. The stormwater management area is located at the north end of the property providing a visual buffer and separation between the building and McHugh Road and Countryside Parkway intersection. The stormwater management area will be planted with natives throughout the pond and side slopes. Parkway trees have been indicated along McHugh Road and Countryside Parkway providing a diverse canopy rich street parkway. (See Exhibit 6 for Preliminary Landscape Plans) The Costco warehouse floor plan has been designed to offer a Member a true retail shopping experience by providing a variety of products, groceries and select services in convenient areas throughout the warehouse building. The Tire Center is located along the east building elevation inside the warehouse building. Five vehicle bays with car lifts will be available for tire rotations and tire replacements. Tires and batteries will also be sold at this warehouse location. The loading dock is located at the southwest corner of the building, with easy ingress and egress onto McHugh Road. Trucks will exit using the same access drives. The delivery truck routes planned for this property are functional and will not have adverse impacts on member parking or existing traffic along any roadway transportation system. Apart from local vendors/suppliers and delivery services such as UPS or FedEx, all deliveries to the warehouse are controlled by Costco and most deliveries are completed during the morning or evening hours, prior to the store opening or after closing The site lighting for the property will be provided with light poles distributed throughout the parking and drive areas. The proposed lighting plan utilizes a LED fixture mounted 36’-6” above pavement. This lighting height achieves an acceptable and safe lighting level for surface parking lots, pedestrian walkways, and drives. The remaining property will be developed for two additional lots along Veteran’s Parkway. Lot 2 will consist of a +4.2-acre parcel and Lot 3 will consist of a +2.7-acre parcel. It is intended that the lots will be marketed and sold for future commercial uses permitted in the B-3 zoning district. It is anticipated that the Lots will be subdivided into smaller lots, no less than 1 acre in size depending on the final need for a specific commercial use. Future retail development on both lots will be carefully considered by Costco to ensure compatibility with Costco’s operations and the overall objective for the B-3 zoning district. (See Exhibit 4- Final Plat) The existing Menard’s pylon sign located at the southeast corner of the property will be relocated, east of Countryside Parkway. Costco will be submitting a sign permit for this work separate from the PUD and Special Use applications. Architecture: The proposed warehouse building design is a timeless solution utilizing a mixture of modern, traditional, and sustainable materials in a warm color palette of browns and beige. Vertical articulation is achieved through color, texture, and material distribution along the facades proportional to the scale of the building. Materials used include high quality, recycled, insulated textured metal architectural panels, smooth face CMU, glazing and ribbed architectural metal panels. The retail building entry is a focal point to the site and incorporates detailed pedestrian scaled smooth face CMU masonry at the columns and the use of glass. A free-standing steel trellis has been incorporated within the south elevation to soften and articulate the building mass visible from the south. Costco signage will be located on the north, south, east, west and entry building elevations in association with Costco’s trademark red horizontal metal band. Extensive landscaping is planned throughout the site and will complement the building’s architecture providing depth, softening and visual interest. (See Exhibit 8 & Exhibit 9, Warehouse Elevations, Signage, Architectural Renderings) Sustainable Design: Awareness and responsibility to design, construct and operate Costco sites and buildings into an energy-efficient, sustainable, and environmentally responsible manner are embedded into the Costco program. This includes, but are not limited to: • The building structure steel system and architectural metal panels are comprised of 80% recycled content with the associated batt insulation comprised of greater than 50% recycled content. • The roof maintains reflectance, emittance and SRI rates that lessen heat gain, and the premanufactured building system provides erection efficiency reducing impacts to the carbon footprint. • Landscaping has been designed to create a high impact with seasonal interest incorporating many native and drought tolerant species, which in turn minimizes irrigation and maintenance needs. • All site and building lighting systems utilize LED Technology. • Implementation of the water management system drives operational efficiency to lower wastewater and sewer use. • The use of carbon dioxide (CO2) in the refrigeration systems, as opposed to HFCs (Hydrofluorocarbons), is widely considered a more environmentally conscious refrigerant due to its extremely low Global Warming Potential (GWP), as well as being non-toxic and non-flammable. Unlike many other refrigerants, CO2 is considered a "natural" refrigerant, readily available as a byproduct of industrial processes, making it a sustainable option. Fuel Facility: The fuel facility location within the Costco site has been planned southwest of the warehouse with direct access from McHugh Road. The facility is buffered from adjacent land uses by landscape setbacks to the south and west by generous setbacks and dense landscaping. The traffic flow will move through the facility in the easterly direction and exit directly onto a main east – west vehicular interior drive aisle that provides access to the main parking lot. It is anticipated that 60-65% of the members visiting the warehouse will also purchase gasoline during the same site visit. The fueling facility design is a simple contemporary structure taking cues from the retail building and incorporates similar materials, colors and textures creating a visual connection. The large canopy offers Members protection from the weather. The fuel facility will have 16 pumps or 32 fueling positions with a future expansion to the south adding 4 additional fueling pumps for a total of 20 pumps. The facility will have a controller enclosure, warming “hut” for Costco gas attendant, and 3 30,000-gallon regular fuel tanks and 1 30,000-gallon premium fuel tank. Diesel fuel will not be available at this location. Fuel trucks will access the property from McHugh Road and will exit on Countryside Parkway or Veteran’s Parkway. Utility and Stormwater Improvements: The proposed development will connect to the existing water main located along the south and west sides of the Property. Water lines will be stubbed into the Property at the intersection of Veteran’s Parkway and Countryside Parkway and along McHugh Road. Sanitary sewers will be connected to existing lines located along McHugh Road and Countryside Parkway. Sanitary sewer stubs will be provided to the outlots for future connections. Public water main will be looped around the building. Stormwater drains across the site from south to north and discharges to the detention basin. The stormwater design includes a large stormwater pond at the northwest corner of the site to provide water quality treatment and rate control before discharging through the existing 36” culvert that runs north of Countryside Parkway. A network of storm sewer pipes within the development will convey stormwater from the Costco and future retail lots to the detention pond. The detention pond will be designed to retain a small amount of water during storm events and will serve as an attractive amenity at the northwest corner of the Property. (See Exhibit 5-Preliminary Engineering Plans) 6.0 Planned Unit Development , Special Use Permit and Development Standards Deviations The Property is currently subject to a Planned Unit Development Ordinance that was modified and recorded in 2008. The ordinance amended the zoning of the Property to B- 3, PUD allowing all of the uses permitted in the B-3 General Business District. As part of Costco’s development proposal, the Planned Unit Development Ordinance will be modified to include Costco’s site development plans, requested Special Use permit and all deviations required to construct the proposed project as described below. Special Use Permit: Costco is requesting a Special Use Permit to construct the proposed fuel facility on Lot 1. Gasoline Service Stations are permitted as a Special Use in the B-3 zoning district. Please refer to the Application for Special Use for additional information and responses to Special Use Standards. Costco is requesting certain deviations from Chapter 5, Development Standards to construct the site development plans. Code: : 10-5-1 Off-Street Parking and Loading; H. Off-Street Parking Requirements; 2. Maximum Requirements. No off-street parking for nonresidential uses shall exceed the required minimum number of parking spaces by more than 20% except as approved by the Zoning Administrator. Proposed Deviation: Costco’s total parking for the Property is 856 stalls. Future parking is 124 stalls for a total of 980 parking stalls. The maximum allowed pursuant to section 10-5-1 is 387 stalls. Parking is critical to Costco’s business plan and success for any warehouse located throughout the Country. The average parking for all new warehouses is between 850 to 900 stalls. Parking is based on the immediate need at store opening for our Members. Insufficient parking creates safety issues throughout the Property and will impede proper traffic flow in and around the Property. Code : 10-5-1 Off-Street Parking and Loading; K. Electric Vehicle Charging Stations. Any parking area with 50 or more parking spaces, shall install the infrastructure required to accommodate a minimum of one 1 electric vehicle charging station per every 50 parking spaces. Deviation: The site development plans do not contemplate EV Chargers or provide the infrastructure for future EV charging stations as current Costco data reveals that an exceedingly small percentage of projected Members in the trade area are owners of electric vehicles. Costco’s operators determined that EV charging stations at this location would not be pursued or initially planned for as the demand does not currently exist. Costco will reevaluate this decision in the near future. Code: 10-5-7- Outdoor Lighting: E., Pole Mounted Outdoor Lighting, 2.; Maximum Pole Height for Business and Manufacturing Districts is 35 feet. Deviation: The height of the light fixture throughout the Costco Property will be 36’-6” from grade. The proposed lighting plan is carefully designed and integrated with the drive and parking lot layout to provide ample uniform coverage for Member security and safety while reducing unnecessary pole lights that would be required at a lower height. Costco’s lamps are LEDs with a flat lens that directs light downward minimizing light pollution while creating a more sustainable lighting solution. Code: 10-5-8-Appearance Standards; 3. Nonresidential; b. Building Design; (1) Commercial, Office and Institutional Uses; (b) Guidelines for Unbuilt Sites; (i) Masonry products or precast concrete shall be incorporated on at least 50% of the total building, as broken down as follows: The front façade shall incorporate masonry products or precast concrete on at least 50% of the façade. Any other façade that abuts a street shall incorporate masonry products. The use of masonry products or precast concrete is encouraged on the remaining facades. Deviation: Costco’s proposed building elevations will consist of a variety of sustainable materials as illustrated on the elevation drawings and at the percentages below: 7.0 Operations and Employees Operations: The Costco product line consists of selective department store merchandise, such as wearing apparel, dry goods, appliances, furniture, hardware, and auto accessories; as well as a broad range of grocery store items, including fresh baked goods, meats, produce, and liquor sales. In addition to the floor merchandise, Costco also provides other specialty department and services such as bakery, photo center, tire center, pharmacy, optical and hearing aid departments. The anticipated warehouse and fueling facility operation hours are as follows: Days Warehouse Fuel Monday-Friday 10:00 am – 8:30 pm 6:00 am – 9:30 pm Saturday 9:30 am - 7:00 pm 6:00 am – 9:30 pm Sunday 9:30 am – 7:00 pm 6:00 am – 9:30 pm It is anticipated that Costco’s opening will coincide with the roadway improvements at Countryside Parkway and McHugh Road. Improvements on Veteran’s Parkway will be completed after the store opening and will be dependent on IDOT permit issuance. Costco is planning for an opening late fall of 2025. Employees: Costco takes pride in their employees and provides an excellent benefit package that includes, but not limited to medical, dental, vision, pharmacy, life insurance disability, long term care, employee stock purchase program, paid holidays, college student retention program, 401(k). Part-time employees working more than 23 hours per week are also eligible for core benefits (medical, dental and vacation benefits) after 6 months of employment. Currently, 91% of U.S. employees are eligible for the above benefits. On a local level, Costco recruits primarily within the community where it is located, and their objective is to hire promotable employees who have a desire to build a career. A typical warehouse employs upon opening approximately 150 to 200 employees with the ratio of part-time/full-time of 50% each. Costco pays among the highest hourly wages in the retail industry. Due to their philosophy that Costco’s employees are just as important as their customers, they experience a low turnover rate with only 13% within the first year and only 7% turnover after one year. 1 December 30, 2024 Ms. Krysti Barksdale-Noble Community Development Director United City of Yorkville 651 Prairie Pointe1000 Civic Center Drive Yorkville, IL 60560 RE: PZC 2024-33 Costco (PUD Amendment, Special Use & Final Plan) NW Corner of Veterans Parkway and E. Countryside Parkway Proposed Wholesale Retail Warehouse and Fuel Station Dear Krysti, We have received your November 21, 2024, Plan Council Departmental Review letter and are providing the following revised drawings and responses to your comments: 1. Revised Site Plan by MG2, dated 12-20-2024; 2. Revised Final Plat by V3, dated 12/18/2024; 3. Revised Traffic Report by V3, dated 12-30-2024 PUD Amendment / General Zoning Comments Comment 1. Planned Unit Development (PUD) The subject property, originally annexed into Yorkville via. Ord. 2000-34, is part of the Yorkville Crossing development . a. The petitioner is requesting the existing Yorkville Crossing Planned Unit Development be amended, or modified, to include Costco’s site development plans, requested Special Use, permit and all deviations required to construct the proposed project, per plans submitted. Response: Noted. Comment 2. Planned Unit Development Amendment i. The petitioner has listed four (4) proposed deviations from the base B-3 General Business District standards which will be detailed separately in this review memo under subsequent headings. Response: Costco is requesting five (5) deviations from the B-3 General Business District standards to construct the proposed project: 1. Certain Landscape regulations in Section 10-5-3; 2. Certain Off-street parking and loading regulations for the maximum number of parking stalls in Section 10-5-1; 2 3. The minimum number of electric vehicle charging stations in Section 10-5- 1; 4. Outdoor lighting standards for maximum pole height of light fixtures in Section 10-5-8; 5. Certain appearance standards related to the use of masonry products on building facades in Section 10-5-8. Comment 3. Zoning- The subject property consists of two (2) parcels (#02-28-227-002 and #0 02-27-101-003). Subsequently rezoned as a Planned Unit Development via Ord. 2008-21, the permitted underlying zoning for the subject property is B-3 General Business District (formerly B-3 Service Business District”) and allowed all uses in the B-1, B-2, B-3 and O-Office zoning Districts with some excluded uses as identified in the ordinance. The following are the current immediate surrounding zoning and land uses: Zoning Land Use North E. Countryside Parkway B-3 PUD (Yorkville Crossing) Transportation Land Use United States Post Office (USPS) & Vacant Land South US 34 (Veterans Parkway) B-3 General Business District B-3 (Kendall County) Transportation Land Use Heartland Business Center American Legion & Various Business Land Uses East E. Countryside Center B-3/Office PUD (Yorkville Crossing) Transportation Land Use Undeveloped Farm Land West McHugh Road B-3/Office PUD (Yorkville Crossing) Transportation Land Use Undeveloped Farm Land Response: Noted. Comment 4. Permitted Uses- Per Table 10-3-12 (B) of the Yorkville Unified Development Ordinance (UDO), a “general retail store, greater than one (1) acre” is a permitted land use and a “gasoline service station” is a special use in the B-3 General Business District a. Ancillary Uses - While the Unified Development Ordinance does not specifically identify a “tire center” use, where car lifts will be available for tire rotations and tire replacements, the Zoning Administrator can determine if the use is substantially similar to a use listed in the tables. If it is, the use shall be treated in the same manner as the substantially similar use. Staff identifies the use as similar to “automobile repair” or “automobile service” which are permitted uses in the B-3 General Business District. b. Standards for Special Use – The petitioner has provided responses to the following standards for special use authorization, per Section 10-8-5 of the Yorkville Unified Development Ordinance, which will be entered into the record during the public hearing process: i. The establishment, maintenance or operation of the Special Use will not be unreasonably detrimental to or endanger the public health, safety, morals, comfort, or general welfare. 3 ii. The Special Use will not be injurious to the use and enjoyment of other property in the immediate vicinity for the purpose already permitted, nor substantially diminish and impair property values within or near the neighborhood in which it is to be located. iii. The establishment of the Special Use will not impede the normal and orderly development and improvement of surrounding property for uses permitted in the district. iv. Adequate utilities, access roads, drainage or other necessary facilities have been or shall be provided. v. Adequate measures shall be taken to provide ingress or egress so designed as to minimize traffic congestion in the public streets. vi. The proposed Special Use is not contrary to the objectives of the City’s adopted Comprehensive Plan. c. Protest to Special Use – Per Section 10-8-5-C of the Unified Development Ordinance, in the event of written protest against any proposed Special Use, signed and acknowledged by the owners of twenty (20) percent of the frontage adjacent thereto, or across an alley, or directly opposite therefrom, such Special Use shall not be granted except by the favorable vote of two-thirds (⅔) of all members of the City Council. In such cases of written protest, a copy of the written protest shall be served by the protestor(s) on the applicant for the proposed Special Use and a copy upon applicant's Attorney, if any, by certified mail at the address of such applicant and attorney shown in the application for the proposed Special Use. Response: Noted. Site Plan Comments Comment 5. Building Setbacks – Per the Table 10-3-9(A) Bulk and Dimensional Standards, the following compares current B-3 General Business District standards with the proposed Planned Unit Development (PUD) requested modifications: BUILDING SETBACKS REQUIRED MINIMUM SETBACKS B-3 DISTRICT PROPOSED MINIMUM SETBACKS COSTCO PROPOSED MINIMUM SETBACKS FUEL FACILITY FRONT YARD (Veterans Pkwy) 50 ft. 507 ft. 60’-8” CORNER SIDE YARD (East/West) 30 ft. 246’-7”/64 ft. 271-3” REAR YARD (SEC Countryside Pkwy/McHugh) 20 ft. 64 ft. 1,201’ PARKING SETBACK* (Veterans Pkwy) 20 ft. 275 ft. N/A 4 a. Above information provided from Site Data Table. Please provide a clearly dimensioned site plan clearly identifying the setbacks from the nearest building point to the adjacent property line. Response: Please see revised Site Plan for all dimensional setbacks from the building and fueling facility to the property line. b. Per Section 10-3-9 of the Unified Development Ordinance, parking lots in the B-3 district located adjacent to an arterial roadway, as defined in the city’s comprehensive plan, must maintain a minimum setback of 20 feet from the property line and 10 feet from nonarterial roadways. Response: Noted and Site Plan complies with required setbacks. c. “Parking Lots” are defined as “an open, hard-surfaced area, designed, arranged and made available for the storage of private passenger automobiles only of occupants of the building or buildings for which the parking area is developed and is accessory.” Response: Noted. Comment 6. Maximum Building Height - The B-3 General Business District has an 80 ft. maximum building height per Table 10-3-9(A) in the Unified Development Ordinance. The petitioner has provided overall building height for the proposed Costco Warehouse building in a Project Data table and Elevation plans. a. Per the Project Data Table on the Layout Plan (Sheet C2.0), Site Plan (Sheet DD11- 05), and Aerial Site Plan (Sheet DD12-05), the stated maximum building height is 34 ft. However, the Elevations (Sheet DD13-05) illustrates the maximum height to the top of coping is 32 ft. Please verify which is the proposed maximum building height. Response: The maximum building height is 32’-0”. Comment 7. Maximum Lot Coverage – Per Section 10-3-9(A) of the Unified Development Ordinance, the maximum lot coverage for the B-3 General Business District (inclusive of sidewalks, parking areas and all impervious surfaces) is 80% of the gross lot area. According to the Project Data Table on the Layout Plan (Sheet C2.0), Site Plan (Sheet DD11-05), and Aerial Site Plan (Sheet DD12-05), lot coverage calculations are not provided. a. Please provide calculations for the proposed total impervious coverage including building area, parking area, future parking area, and fuel station. Response: Please see revised Site Plan for Lot 1 impervious coverage. b. If area exceeds 80%, a requested deviation to the bulk regulations in Section 10- 3-9. Bulk and Dimensional Standards of the Unified Development Ordinance. PARKING SETBACK* (Countryside Pkwy/McHugh) 20 ft. 20 ft. N/A 5 Response: The total impervious coverage for Lot 1 is 65.4%. Comment 8. Parking/ Loading - According to the Parking Data Table on the Layout Plan (Sheet C2.0), Site Plan (Sheet DD11-05), and Aerial Site Plan (Sheet DD12-05), there are 856 total parking spaces to be provided on the property to accommodate the proposed ~160,000 sq. ft. retail warehouse building and fueling facility uses. Future parking expansion area will include another 124 stalls for an overall total 980 parking spaces. Response: Noted. c. Per Table 10-5-1(E)(1) Standard Parking Stall and Aisle Dimensional Requirements are as follows: The petitioner is proposing 90-degree parking stalls with a 10’ width and a minimum of 18.5’ stall depth with a 2’ overhang. Aisle widths for 2-way drives are 32’ wide. Response: Aisle widths for 2-way drives vary throughout the property. Parking drive aisles are 24’ and 24’-6” when stalls are adjacent to landscape islands. The perimeter drive ais. le and certain interior aisles are 32’ and 36’ to accommodate truck movements. d. Per Table 10-5-1(H)(5) Minimum Parking Requirements of the Yorkville Unified Development Ordinance, the minimum parking requirement for a retail store more than 8,000 sq. ft. of the net building square feet is 2 spaces/1,000 sq. ft. Gasoline Service Stations require a minimum of 1 space/gas pump and 1space/300 sq. ft. for any accessory retail space. Response: Noted. i. To minimize excessive areas of pavement, no off-street parking area for nonresidential or multi-family uses shall exceed the required minimum number of parking spaces by more than twenty (20) percent, except as approved by the Zoning Administrator. In approving additional spaces, the Zoning Administrator shall determine that the parking is needed based on documented evidence of actual use and demand provided by the applicant. Response: Noted. 1. Per Section 10-5-1-H.4.b of the UDO, calculations for all area-based (square footage) parking standards must be computed on the basis of net floor area. 6 ii. Total required maximum parking for the subject property is 386 spaces, including a minimum of 8 ADA accessible spaces, as calculated below: 1. 153,820 net sq. ft./1,000 = 153.82 x 2 = 307.64 + 61.53 (20% of total) = 369.17 + 16 (gas dispensers) = 385.17 rounded to 386, per Section 10-5-1-H.4.a of the Unified Development Ordinance. Response: Noted. iii. The petitioner is requesting a variance from the UDO’s required maximum parking due to parking being “critical to Costco’s business plan and success for any warehouse located throughout the Country. The average parking for all new warehouses is between 850 to 900 stalls. Parking is based on the immediate need at store opening for our Members. Insufficient parking creates safety issues throughout the Property and will impede proper traffic flow in and around the Property.” (Deviation #1). Staff is supportive of the deviation from a maximum of 2 parking spaces per 1,000 net sq. ft. of building area to approximately 5.04 parking spaces per 1,000 of building area as noted on Sheet C2.0 Layout Plan in Preliminary Engineering Plan Set (note page 6 of the Project Narrative under 5.0 Development Plan Proposal Final Plat, Sheet DD11-05 Site Plan, and Sheet DD12-05 Aerial Site Plan lists the parking count ratio as 5.29 stalls per 1,000 square feet of building area – possibly based on gross square footage?). Response: The parking ratio is 6.22 stalls per 1,000 square feet of net building area. iv. Additionally, per Section 10-5-1K-1 of the Unified Development Ordinance, infrastructure for a minimum of 8 electric vehicle charging stations is required to be installed (1 EV charging station per 50 required parking spaces). Response: Noted. v. The petitioner is also requesting full relief from the UDO’s minimum required EV charging station requirement due to “current Costco data reveals that an exceedingly small percentage of projected Members in the trade area are owners of electric vehicles. Costco’s operators determined that EV charging stations at this location would not be pursued or initially planned for as the demand does not currently exist. Costco will reevaluate this decision in the near future.” (Deviation #2). Staff is supportive of the deviation of the full relief for the installation of infrastructure to accommodate the required minimum 8 electric vehicle charging stations since the petitioner will reevaluate the need for EV charging in the near future. Response: Noted. e. Off-Street Loading – Per Section 10-5-1-Q of the Unified Development Ordinance, the number of off-street shall be determined on a case-by-case basis, and in the instance of special uses, loading berths adequate number and size to serve such use, as determined by the Zoning Administrators, shall be provided. The petitioner proposes to have four (4) recessed off- street loading spaces for the retail warehouse located at the southwest corner of the building. Response: Noted. Comment 9. Fuel Facility – Fuel facility proposes 16 gas dispensers, accommodating 2 cars per dispenser. A total of eight (8) lanes are proposed for car queuing allowing five (5) cars per 7 lane stacking. This results in a total of 72 cars maximum in this area of the site. No accessory retail convenience store is proposed for the fuel facility area. Response: Noted. a. Staff has some concerns regarding the southernmost full access off of McHugh Road leading to the fueling facility which may cause a backup onto the public roadway should there be more than the five (5) vehicles stacking per fuel lane or 40 vehicle max stacking for all pumps. Response: Costco’s fuel facilities are designed based on years of data collection, and observations made on existing facilities located throughout the Country. The number of pumps, queue lanes, and traffic movements are determined by Costco’s gas operations team specific to each property and trade area. Reduced queues and wait times have been regularly observed at expanded existing fuel facilities constructed with a higher number of fuel pumps. There is a direct correlation between the number of fuel pumps and efficiency which can be applied to a new fuel facility design. The fuel facility proposed consists of 16 pumps or 32 fuel dispensers, one of Costco’s largest facilities in the Mid-west. The proposed 155’ long drive lane will allow 40 vehicles in the queue storage area. For comparison, the number of pumps at the Plainfield fuel facility is 12 and the Naperville facilities are 12 and 15 pumps respectively with shorter queuing than what is being proposed at Costco Yorkville. In addition to 40 vehicles in queue, 32 vehicles will be accommodated at a fueling position for a total of 72 vehicles in the gas designated area. The 32 fueling positions will process the expected traffic volumes and peak demand efficiently and effectively decreasing wait times, vehicle queuing and reducing the possibility of a public road back-up. In the future, if Costco determines that the average wait times during peak hours can be improved, the site plan for the fuel facility will allow the expansion of the facility south towards Veteran’s Parkway to increase the number of pumps by 4 bringing the total to 20 pumps or 40 fuel dispensers as depicted in the proposed site plan. The queuing and drive lanes can also be expanded to the west allowing for more vehicle stacking thereby reducing the possibility of a back-up on McHugh Road. Comment 10. Traffic / Roadways a. Direct Access – It is noted that the site has six (6) points of access. Three (3) off of E. Countryside Parkway – two (2) full access and one (1) right-in/right-out; one (1) full off of E. Veterans Parkway, which will be coordinated with IDOT; and two (2) full access points off of McHugh Road. These access points lead to internal private roadways which loop around the retail warehouse building, provide direct access to the fueling facility, and will connect to the future outlot uses. i. It is noted on Sheet DD12-05 Aerial Site Plan, there are two (2) right in/right out access points on E. Countryside Road. Please revise discrepancy. Response- Site Plan has been revised to correctly identify the full access intersection. ii. It is also noted that off-site road enhancements will involve adjusting the existing center medians along Countryside Parkway and adding lane 8 striping to create left-turn lanes at the intersections of Countryside Parkway and McHugh Road. Additionally, new right-turn lanes will be installed at the gas station entrance on McHugh Road and at Veteran’s Parkway. iii. Staff defers to City Engineer regarding site access and Traffic Impact Study. b. Cross Access – Per Section 10-5-1-F of the Unified Development Ordinance, cross access between adjoining developments is required to minimize access points along streets, encourages shared parking, and allows for vehicular access between land uses. Will a cross access easement agreement be executed between the outlot developers and Costco? Response: A cross access easement agreement will be executed with future outlot developers. This agreement will be part of the Construction, Operation and Reciprocal Easement Agreement (COREA) that will define matters relating to construction obligations, maintenance, stormwater, parking, cross access and utility easements. i. Note, according to Section 10-5-1-F-2-c, the Zoning Administrator may waive or modify the requirement for vehicular cross access on determining that such cross access is impractical or undesirable because it would require crossing a significant physical barrier or environmentally sensitive area, would create unsafe conditions, or there exists an inability to connect to adjacent property. City Council shall have the authority to waive or modify vehicular cross access requirements for all public review processes involving review by City Council. c. Pedestrian Circulation – Per Section 10-5-1-N Pedestrian Circulation Standards of the Unified Development Ordinance required off-street parking areas to provide on- site pedestrian circulation systems and connection to existing and future planned trails. The petitioner has provided a single pedestrian connection to the public way off of E. Veterans Parkway at the intersection with Tuma Road. i. Would the petitioner consider an additional pedestrian connection to the public way at the northernmost full access drive on Countryside Parkway at the intersection with Crimson Lane? Response: Yes, please see revised Site Plan for a proposed pedestrian connection from the intersection of Countryside Parkway and Crimson Lane to the Costco parking lot. Comment 11. -Landscaping– Section 10-5-3 establishes landscape standards for new developments. The petitioner has submitted a Landscape Plan and per staff’s review, the following sections of the Landscape Plan shall apply: i. Section 10-5-3-C. Building Foundation Landscape Zone - All nonresidential, mixed-use, and multi-family development where a front yard setback is required, with the exception of food processing facilities regulated by the FDA, shall include landscape located at the building foundation as required by this section. Landscape required by this section shall be in addition to landscape required under other sections of this title. It is the objective of this section to provide a softening effect at the base of buildings. ii. Section 10-5-3-D. Parking Area Perimeter Landscape Zone - Landscape required by this section shall be in addition to landscape required under other sections of this title. It is the objective of this section to provide screening between off-street parking areas and rights-of-way, and to provide for the integration of stormwater management with required 9 landscaping. iii. Section 10-5-3-E. Parking Area Interior Landscape Zone - All off-street parking areas shall include landscape and trees located within the off-street parking area as required by this section. Trees and landscape required by this section shall be in addition to trees and landscape required under other sections of this title. It is the objective of this section to provide shade within parking areas, break up large expanses of parking area pavement, support stormwater management where appropriate, improve the appearance of parking lots as viewed from rights-of-way, and provide a safe pedestrian environment. iv. Section 10-5-3-F. Transition Zone Landscape Requirements - Transition zone landscape shall be required along interior side and rear property lines of all nonresidential, mixed use, and multi-family development. It is not expected that the transition area will totally screen such uses but rather will minimize land use conflicts and enhance aesthetics. Staff defers all landscape review comments to the City Engineer’s subconsultant. However, we want to highlight that, due to the site’s unique location, being entirely surrounded by public roadways, special attention will be required during 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 plan, such as relocating or removing certain plant materials. Response: Noted. Please see comment/ response under Landscaping, page 18. Comment 12. Lighting – A photometric plan has been provided along with pole details of the proposed light standards to be installed within the parking lot area. Maximum illumination at the property line shall not exceed zero (0) foot-candle, and no glare shall spill onto adjacent properties or rights of way. a. Per Table 10-5-7(E) of the Unified Development Ordinance, the maximum height for outdoor light standards in the B-3 General Business District is 35 feet. The petitioner seeks a deviation to this regulation to install a light fixture with a maximum height of 36’-6” to provide ample uniform light coverage of the parking lot area (Deviation #3). Staff supports this deviation. b. Staff defers to City Engineer regarding all other photometric plan review comments. Response: Noted and see engineering responses on page 14. Comment 13. Mechanical Screening – Per Section 10-5-4 Screening of the Unified Development Ordinance, ground/wall-mounted and roof mounted mechanical units that are visible from any public right-of-way or adjacent residential property shall be screened from public view. Materials used for screening shall be designed and established so that the area or element being screened is no more than twenty (20) percent visible through the screen. Evergreen hedges or non-transparent walls such as stone masonry shall be allowed, as depicted below: a. It is noted that there are two (2) proposed ground-mounted compactors located on the 10 west elevation adjacent to McHugh Road. It appears the petitioner has proposed to screen ground mounted mechanical equipment with landscaping material such as evergreen trees, ornamental trees and shrubbery located to the west in landscape bed edge. i. Since the units may not be visible from the public way due to the location, setback and landscaping provided on the site, staff is supportive of the screening. Response: Noted. Comment 14. Appearance Standards – Per Section 10-5-8-C-3.b Commercial, Office and Institutional Uses, Masonry products or precast concrete shall be incorporated on at least fifty (50) percent of the total building, as broken down as follows: The front facade shall itself incorporate masonry products or precast concrete on at least fifty (50) percent of the facade. Any other facade that abuts a street shall incorporate masonry products. The use of masonry products or precast concrete is encouraged on the remaining facades. Additional standards include: a. Loading bays for commercial and office uses shall not be located in the front of a building or in the area abutting a public right-of-way, and all commercial, office. b. Institutional buildings shall consist of solid and durable facade materials and be compatible with the character and scale of the surrounding area. The petitioner has submitted exterior building elevations depicting the retail warehouse with materials such materials as insulated textured metal architectural panels, smooth face CMU, glazing and ribbed architectural metal panels. However, the petitioner is seeking relief from the minimum masonry requirements and location of loading bays in the front of the building and in an area abutting a public right-of-way (Deviation #4). Below is the proposed building material breakdown: c. Staff has calculated that the masonry/cementitious materials make up approximately 15-16% of the total building and 30-35% of the front elevation (South and Entry). We understand that Costco must maintain its corporate brand and image, and staff is fully supportive of this deviation from the 50% appearance code standard. The proposed textured and ribbed architectural paneling provides a solid and durable façade, which meets the intent of the UDO’s requirements. 11 d. In Section 10-5-8C.1 of the UDO it states “Creativity and ingenuity in applying the standards and guidelines listed in this Code are encouraged. Likewise, ingenuity and creativity, while considering deviations to the standards and guidelines of this Code, are encouraged.” Following this guidance, staff has previously used the credit for "major architectural features" outlined in Section 10-5-8C-2.7 (intended for residential uses) as a reference when approving deviations for unbuilt nonresidential sites that have or are seeking PUDs. e. Therefore, as vertical articulation is accomplished through the use of color, texture, and the strategic distribution of sustainable materials along the facades in proportion to the building's scale, along with the incorporation of a free- standing steel trellis on the south elevation to soften and define the building mass visible from the south, staff is supportive of the deviation. i. Note, while staff supports this request for relief—similar to the relief granted to the recently approved Cyrus One data center project—there is no guarantee the City Council will approve a deviation from the City’s appearance standards. Response: Noted. Comment 15. Signage – The petitioner is proposing six (6) wall mounted signs as illustrated on the exterior elevations, as illustrated below: SIGN TABLE IDENTITY Quantity SIGN SIZE AREA(EACH) TOTAL SF Sl COSTCO WHOLESALE 5'-0" C 175 SF 175 SF S2 4 COSTCO WHOLESALE 6'-0" C 280 SF 1120SF S3 1 TIRE CENTER 17'-4" X 1'-9" 31SF 31SF TOTAL SIGN AREA: 1326 SF a. Per Section 10-6-6 of the Unified Development Ordinance, single tenant buildings shall be permitted a total of two (2) primary wall signs or one (1) primary wall sign per one hundred (100) linear feet of building frontage. One (1) additional wall sign shall be allowed per additional hundred (100) feet of building frontage. Only one (1) primary wall sign shall be displayed on any single building façade. i. Additionally, a maximum of two (2) secondary wall signs may be authorized for buildings with lineal frontage in excess of seventy-five (75) feet by the Zoning Administrator provided such additional signage is: (1) In keeping with the overall design and architecture of the building, (2) A minimum of ten (10) feet from the primary wall sign and other secondary wall signs, (3) A maximum of fifty (50) percent of the size of the primary wall sign, (4) Accessory to the building’s primary wall sign(s), and (5) The total area of all primary and secondary wall signs does not exceed the maximum wall sign area as established in Section 10-6-6(A)(1). ii. Signs Attached to a Wall With a Public Entrance or Facing a Public Right-of- Way. The maximum sign area shall be two (2) square feet for every one (1) linear foot of the exterior wall to which it is affixed. The sign shall not exceed seventy-five (75) percent of the 12 width of the exterior wall to which it is attached. b. Since all building elevations (south, east, north, and west) have frontage along a public right-of-way, each façade is permitted one (1) primary wall sign. c. Additionally, each building façade (except the entry area) exceeds 100 liner feet, so an additional two (2) secondary wall signs are permitted per facade. d. Therefore, per staff’s calculations, the petitioner is permitted a maximum of five (5) primary signs and eight (8) secondary signs totaling 13 wall signs, as depicted in the table below: Elevation Façade Length Permitted # of Signs Proposed # of Signs Permitted Max. Sign Area Proposed Sign Area South ~358’-7” 3 1 ~717.4 sq. ft. 280 sq. ft. East ~326’-4” 3 2 ~652.8 sq. ft. 311 sq. ft. Entry 70’-3 ¾” 1 1 ~140.7 sq. ft. 175 sq. ft. North ~493’-6” 3 1 ~987.2 sq. ft. 280 sq. ft. West ~220’-0” 3 1 ~440 sq. ft. 280 sq. ft. TOTAL 13 6 ~2938.1 sq. ft. 1326 sq. ft. d. All proposed wall signs conform to UDO regulations. Response: Noted. f. It is noted a monument sign is not proposed for the development. However, the existing pylon ground-mounted “Menards/Yorkville Crossing” sign located at the southeast corner of the property will be relocated, east of Countryside Parkway on parcel #02-27-101-004 owned by Yorkville Crossings, LLC. Comment 16. Comprehensive Plan – The 2016 Comprehensive Plan Update designates this property as “Mid Density Residential (MDR)” which is defined typically for higher density residential developments near commercial areas and transportation corridors including townhomes and multi-family development. a. Although the proposed commercial land use does not align with the comprehensive plan's current future land use designation, staff supports the use because it is consistent with the “Destination Commercial (DC)” designation assigned to nearby properties to the west. Additionally, the property’s existing B-3 zoning classification aligns with both the Destination Commercial land use and the original PUD. If the proposed development is approved, an amendment to the Comprehensive Plan will be required. Response: Noted. It is our understanding that staff will prepare the necessary documents to amend the Comprehensive Plan. Comment 17. Final Plat – The title block on Sheet 2 of the Final Plat of Subdivision for “City Plan Commission Certificate” shall be revised to read “City Planning and Zoning Commission Certificate”. 13 Response: The Certificate Title for Planning and Zoning Commission has been revised as requested. Preliminary Engineering Comments and Responses General Comment 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 Response: Noted. Comment 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 Response: Noted. Information requested will be provided with Final Engineering. Comment 3: Additional forms and information can be found at https://www.yorkville.il.us/333/Engineering- Department. Response: Noted. Comment 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. Response: Noted. Please see page 19 for Landscaping responses. 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. 14 C0.0 - Cover Sheet Comment 5: The plans should be signed and sealed by a Professional Engineer prior to final approval. Response: Noted. Comment 6 : The JULIE logo or contact information should be included on the cover sheet. Response: Noted. Comment 7: Include contact information for the City and YBSD on the cover sheet. Response: Noted. C2.0 - Layout Plan Comment 8: The City should confirm that the number of parking spaces is adequate. Response: Noted. C3.0 - Preliminary Grading Plan Comment 9: Additional grading should be shown in the fueling area. Response: Noted. This information will be provided with final engineering. Comment 10: Include 1-ft contours in the non-paved area to the west (where the future employee parking will be). Response: Noted. C4.0 - Preliminary Utility Plan Comment 11: All utility conflicts will need to be shown. Response: Noted. This information will be provided with Final Engineering. Comment 12: Water valves should be included on the water main. Response: Noted. Comment 13: Provide details of the water main connections. Response: Noted. Comment 14: The storm structures should be labeled with unique identifiers and the type of structure, frame, and lids/grates. Response: Noted. 15 Photometric Plan Comment 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. Response: Noted. This information will be provided with Final Site Lighting Plans. Comment 16: Light intensity shall be zero-foot candles at all property lines. Response: Noted. This information will be provided with Final Site Lighting Plans. Comment 17: Light fixtures should be fully cut off and conform to the dark sky concept. Response: Noted. This information will be provided with Final Site Lighting Plans. Preliminary Stormwater Management Report Comment 18: A City of Yorkville Stormwater Permit Application should be submitted with Final Engineering. Response: Noted. Comment 19: The stormwater management report should be signed and sealed by a Professional Engineer prior to final approval. Response: Noted. Comment 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. Response: The detention basin and storm sewer are designed to accommodate the future development areas. Comment 21: The report includes a requirement to control the outlet to 0.08 cfs/acre for a 25- year storm. It has been determined that this will not be required for this project. Response: Noted. This will be removed from the calculations and design. Comment 22: A full report with calculations, modeling, and exhibits as indicated in the permit application should be included with final engineering. Response: Noted. Comment 23: A certified wetland determination will need to be included with final engineering. Response: Noted. Comment 24: Confirm that the existing storm sewer that goes to the existing detention basin is installed. 16 Response: The ALTA / Topo survey includes the drainage easement, and the location of manholes that were located within the easement. This existing storm sewer also drains McHugh and Countryside Parkway. Comment 25: Calculations for the drawdown time of the detention basin will be required due to the 5.8' bounce. Response: Noted. Traffic Study Comment 26: The traffic impact study should be submitted to IDOT for review. The City should be copied on all correspondence with IDOT. Response: Noted. The traffic study was submitted to IDOT on 11/19/2024. All correspondence with IDOT will be transmitted to the City. Comment 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. Response: Comments from IDOT will be provided to the City once received. Comment 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. Response: We agree. The proposed signal retiming at US 34 and Countryside Parkway results in the projected 95th percentile queue length not backing up to Driveway 3. Comment 29: The existing traffic volumes displayed in Figure 5 along McHugh Road do not balance with the volumes entering the intersections of US 34 / McHugh Road and McHugh Road / Countryside Parkway. Response: There is a difference in traffic volumes between intersections due to the traffic counts being conducted on different days. The existing traffic volumes have been balanced along McHugh Road between US 34 and Countryside Parkway using the higher volumes and increasing the arrival or departure volumes to balance. Comment 30: The existing traffic volumes displayed in Figure 5 along Countryside Parkway do not balance with those entering the intersections of US 34 / Countryside Parkway and Countryside Parkway/ Crimson Lane. Response: There is a difference in traffic volumes between intersections due to the traffic counts being conducted on different days. The existing traffic volumes have been balanced along Countryside Parkway between Crimson Lane and US 34 using the higher volumes and increasing the arrival or departure volumes to balance. Comment 31: The pages from the Institute of Transportation Engineers (ITE) Trip Generation Manual, 11th Edition, should be included in the Appendix. Response: The pages from the ITE Trip Generation Manual have been included in the 17 Appendix. Comment 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. Response: The trip generation has been updated to include the future expansion of the gas station. Comment 33: A traffic signal warrant analysis at the intersection of US 34Neterans Parkway and Costco Driveway 4/Tuma 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 / Driveway 4 is expected. A proposed mitigation plan should be provided. The safety of the eastbound left turn into Driveway 4 is of concern. Response: We are proposing to modify the access at the US 34 and Tuma Road/Driveway 4 intersection to provide right in/right out/left in access. The left in movement is projected to operate at LOS A for all three peak hours with average delays of less than 10 seconds per vehicle. The projected eastbound left turns into the Costco development are slightly higher than the westbound left turns into Tuma Road during the weekday am and weekday pm peak hours. The Saturday eastbound left turn is higher but the opposing westbound through movement is also lower, resulting in the low delays. Additionally, the operations of the traffic signal at US 34 and Countryside Parkway creates gaps in westbound traffic for the eastbound left turns to occur. Comment 34: A traffic signal warrant analysis should be performed for McHugh Road and Countryside Parkway with the anticipated project traffic volumes. Response: A traffic signal warrant analysis was completed at the intersection of McHugh Road and Countryside Parkway and is included in the Appendix of the updated report. Comment 35: The taper length for the left turn at Driveway 2 should meet minimum IDOT Bureau of Local Roads and Streets (BLRS) design requirements. Response: The westbound left turn lane along Countryside Parkway at Driveway 2 was updated to meet the IDOT design requirements, providing 185 feet of storage length with a 200-foot taper. Comment 36: The shifting of driveway 5 further north should be considered. Ideally, the taper 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. Response: The southbound left turn lane at US 34 and McHugh Road has been redesigned to meet the IDOT design requirements for a roadway with a posted speed of 35 mph. Assuming a design speed of 40 mph, the left turn lane has been designed with 145 feet of storage length and a 175-foot taper. This updated design can be accommodated within the median along McHugh Road between US 34 and Driveway 5. 18 Final Plat of Subdivision Comment 37: The legal description is the surveyor's certificate must describe the measured boundary. Response: The legal description has been added to the surveyor’s certificate. Comment 38: The chord length should be added to all curve dimensions. Response: The chord lengths have been added to the curve dimensions. Comment 39: All easements must be dimensioned. Response: An additional drawing has been added to identify the easement dimensions. Comment 40: The water main easement should be changed to a C.U.E. Response: The easement has been changed to a C.U.E. Comment 41: The S.S.E. should be changed to C.U.E. Response: The S.S.E. has been changed to a C.U.E. Comment 42: Cross-access easements are needed over all lots. Response: Cross-access easements will be part of the real estate agreement between Costo and lot purchaser drafted at the time of lot purchase. Comment 43: The Public Utility Easement Provisions and the stand-alone Nicor Gas provisions should be removed. Response: The P.U.E. and Nicor provisions have been removed. Comment 44: The stormwater management easement and City Utility Easement C.U.E. provisions should be added. Response: The S.M.E. and C.U.E. provisions have been added. Comment 45: The building setback line on the west line of Lot 1 needs to be labeled. Response: The building setback line has been added. Comment 46: The area table must match the areas on the plat. Response: The areas have been corrected. Comment 47: All fire hydrants, valves and emergency shut off must be inside the C.U.E. Response: The easements extents have been changed to include all watermain appurtenances. 19 Comment 48: The concrete monument symbols do not match the location labels on the plat. Response: This has been revised on the Plat. Comment 49: Note 2 on the IDOT access notes contradicts the site plan. Response: Direct access from Route 34 is through Lots 2 and 3, not Lot 1. This is a typical note that IDOT requires. Landscape Comments Building Foundation Landscape Zone Comment 1: 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 met. Response: A zoning deviation is requested for building foundation landscape. Parking Area Perimeter Landscape Zone Comment 2: 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. Response: Each outlot will be required to provide landscaping per code that meets the requirements for the individual site use. Costco will not be providing landscaping for these outlots. A no-mow planting mix will be provided for erosion control while lots are undeveloped. Parking Area Interior Landscape Zone Comment 3: 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. Response: A deviation is requested for parking area interior landscape. Transition Zone Comment 4: Requirements appear to be met and will be confirmed later after more detailed plans have been submitted. Response: Noted. Species Diversity Requirements Comment 5: Compliance with species diversity requirements cannot be assessed at this time due to lack of information on the plan. Requirements are not met. 20 Response: Species diversity will be in compliance with Final Landscape Plans. Minimum Plant Size Requirements Comment 6: Compliance with minimum plant size requirements cannot be assessed at this time due to lack of information on the plan. Requirements are not met. Response: Minimum plant size requirements will be in compliance with Final Landscape Plans. Tree Preservation and Removal Comment 7: 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 Response: Noted. Street Trees Comment 8: A minimum of 1 canopy tree is required per every 40 linear feet of parkway. Requirements are not met. Response: Street trees will be adjusted on Final Landscape Plans for Countryside Parkway and McHugh Road to meet spacing and identify light pole locations. Wetlands Comment 9: A review of Google Earth and Google Streetview imagery suggests there are no wetlands on the subject property. Response: Noted. The following comments on the landscape plan were provided by Public Works, and also must be addressed. General Question Comment 10: You show new plantings in the median on Countryside Parkway, are you planning on maintaining the median? Response: Costco will not be maintaining the Countryside Parkway median. Turf will be restored for any areas impacted by construction. Sheet L1.1 Comment 11: Please locate the existing streetlights on McHugh Rd. and incorporate them into the landscape drawing. The proposed trees may interfere with the streetlights and street cuts. 21 Response: Final landscape plans will include existing streetlights and revised parkway tree spacing. Comment 12: No parkway trees should be planted in medians that are less than 10’ wide. We have had trees planted in these areas in the past and they do not survive. Response: Trees shown in the median along Countryside Parkway are to be removed as the median is less than 10 feet with. Sheet L1.2 Comment 13: The city is planning on removing the existing pear trees and reshaping the median on East Countryside Parkway to allow better site lines and make it safer to mow. Perhaps we can work together to come up with a solution since you are cutting in a turn lane on East Countryside Parkway. Response: Costco is open to working with Yorkville to come up with a feasible solution in the median. Note that Costco will not be maintaining the median. Comment 14: Please locate the existing streetlights on Countryside Parkway and incorporate them into the landscape drawing. The proposed trees may interfere with the streetlights and street cuts. Response: Final landscape plans will include existing streetlights and revised parkway tree spacing. Yorkville Police Department Memorandum Signage Comment 1: Handicapped parking had been identified on the plan. Proper signage must meet MUTCD Standards for enforcement. Response: Noted. Signage will comply to MUTCD Standards for Enforcement. Comment 2: Areas that will be posted “No parking” must be posted via proper signage meeting MUTCD Standards for Enforcement (i.e. No Parking Fire Lane); No parking on Countryside Parkway; No Parking on McHugh Road. Response: Noted. No parking signage will comply to MUTCD Standards for Enforcement at areas specified on the Final Engineering Plans. Comment 3: The pedestrian walking / bike path runs along Rt. 34. This walking / bike path is extremely busy. While not required, we would recommend Bike Path or Pedestrian Crossing signs be posted. Response: Noted. Roadway Comment 4: No parking should be allowed on Countryside Parkway or McHugh Road. 22 Response: Agreed. Final Engineering plans will indicate “No parking” signs. Comment 5: No concerns at the intersection of Rt. 34 & Countryside Parkway or Rt. 34 & McHugh Road. Both of these intersections are controlled with traffic lights. I do have a concern with the intersection of Rt. 34 & Tuma Road. There does not appear to be any traffic control devices at this intersection other than a “Stop Sign”. With the speed of traffic on Rt. 34, four lanes of traffic (two in each direction) and a turn lane this will be very problematic and dangerous. If this entrance / exit will remain, I recommend this being a “right in” and “right out” only. Response: Noted. Intersection has been modified to allow a “Right In”, Right Out” and “Left In” access. Please see Traffic Report for updated data for this intersection. Landscape Comment 5: I have not seen a landscaping plan for this project. If landscaping is going to be put in, they should use low growth or ground cover landscaping by the entrance / exit to limit site line issues. Response: Noted. Please see landscaping plans for details. Ingress / Egress Comment 6: No concerns at the intersections of Rt. 34 & Countryside Parkway or Rt 34 & McHugh Road. Both of these intersections are controlled with traffic lights. I do have a concern with the intersection of Rt. 34 & Tuma Road. There does not appear to be any traffic control devices at this intersection other than a “Stop Sign”. With the speed of traffic on Rt. 34, four lanes of traffic (two in each direction) and a turn lane this will be a very problematic and dangerous. If this entrance / exit will remain, I recommend this being a “right in” and “right out” only. Response: Noted. Intersection has been modified to allow a “Right In”, Right Out” and “Left In” access. Please see Traffic Report for updated data for this intersection. Comment 7: Are vehicle entrance / exits safe? See Comments above, Only 1 entrance / exit would be classified as unsafe. Response: Noted. See Response 6. Comment: 8. Are warning signs for cross traffic requested? Signage for pedestrian walking/ biking path should be added. Response: Noted. Comment 9: Please provide emergency contact information for after hours during construction. This will only be used if there is a law enforcement needed. Response: Noted and General Contractor information will be provided. Miscellaneous Comment 10: Existing sidewalks already in place along Countryside Parkway, McHugh and 23 Rt. 34. Response: Noted. Comment 11: Are sidewalk crosswalks needed? Bike path is already existing. Proper signage “Stop Signs” is needed for bike paths. Response: Noted and Final Engineering will indicate Stop Signs as needed. Comment 12: Will the police department have access to the building for emergencies? Police access during emergencies would be required. Response: Noted and Agreed. Comment 13: Will you provide Floor Plans/ Maps to the police department to be used for emergency purposes only? We would request a copy of the floor plans to be used for emergency purposes only. Response: Noted and agreed. We believe this submittal has addressed the comments provided by you and the Village consultants. If you have any questions or additional information is needed, please do not hesitate to contact me directly at 847/498-0800 or via email at c_stephencross@costco.com or my associate Larry Dziurdzik at c_LarryDziurdzik@Costco.com. We look forward to presenting our Site Plan and Special Use applications at the Economic Development Committee on January 7th and the Planning and Zoning Commission on January 8th 2025. Respectfully, Stephen Cross Authorized Costco Representative CC: Eric Orren, Vice President of Real Estate Development, Costco Wholesale Reuben Warshawsky, Real Estate Attorney-MPS Law Larry Dziurdzik, Authorized Costco Agent SIR_CAP SCC SCC SCC SCC SCC SCC ONLYE. COUNTRYSIDE PARKWA Y McHUGH ROAD E. VETERANS PARKWAY (US ROUTE 34) "NO BUILDINGS EXIST ON SITE" UNSUBDIVIDED FRM FAC STATE OF ILL FRM FIP 1"FRM FRM FIP 1" FRM FIP PINCH TOP FIP PINCH TOP FRM FIR 5/8" FIR 5/8" FIP 1/2" FIR 5/8" FIR 5/8" FRM FRM FRM FIR 5/8" BENT FIP 1" FIP 1" FIP 1" FIR 5/8" FIP 1" FIP 1" FIP 1" FIP 1"FRM FIR 5/8" BENT W/IDOT CAP FIP 1" FIP 1" FIP 1" FIP 1" FIP 1" FIP 1" FIP 1" FRM FRM FCCFRM FRM FIR 5/8" FRM FRM FIP 1"FIP 1" FRM FRM FIP 1" FIP 1" FIP 1" FIP 1" P.O.B. S O U T H E R L Y R . O . W . L I N E O F C O U N T R Y S I D E P A R K W A Y 110' R. O . W . H E R E T O F O R E D E D I C A T E D P E R D O C . 2 0 0 0 - 0 0 0 0 9 6 5 5 NOR T H E R L Y R. O. W. LI N E O F U S R O U T E 3 4 P E R DOC. 2 0 0 2- 0 0 0 0 8 9 7 3 & D O C. 2 0 0 2- 0 0 0 0 7 7 5 5 VARI B L E WI D T H R. O. W. H E R E T O F O R E D E DI C A T E D P E R D O C. 2 0 0 2- 0 0 0 0 8 9 7 3, DOC. 2 0 0 2- 0 0 0 0 7 7 5 5 & D O C 2 0 1 5- 0 0 0 1 6 9 8 2 EASTERLY R.O.W. LINE OF McHUGH ROAD80' R.O.W. HERETOFORE DEDICATED PER DOC. 2000-00009655CRIMSON LN.AT CORNER AT CORNER AT CORNER 0.09' N 0.09' E 0.07' S 0.06' E AT CORNER AT CORNER 0.19' N 0.47' W 0.89' N 0.36' W 0.28' N 0.64' E N04° 03' 34"W 183.64'A=114.80' R=460.00' CB=N03°05'24"EN10° 14' 24"E 300.40'A=309.47'R=1040.00'CB=N01°42'55"EN06° 48' 34"W 250.39'A=87.86' R=460.00' CB=N01°20'16"WN04° 08' 04"E 226.43'A=39.27' R=25.00' CB=N49°08'04"E S85° 51' 56"E 338.21' A=1240.81' R =1390.03' C B=S60°17'32"E S34° 43' 09"E 54.07' S12° 54' 17"W 19.34' S40° 33' 18"W 47.46' S55° 1 7' 1 9" W 9 5 6. 6 4' S61° 07' 25"W 50.67' A =4 4 6 .6 1 'R =1 3 6 2 .3 9 'C B =S 6 4 °4 0 '4 7 "W S81° 03' 21"W 47.72' A=113.46' R=1357.39' CB=S78°36'13"W N67° 05' 34"W 54.25' S86° 02' 05"W 1.41' AT CORNER 0.11' S'LY 0.02 E'LY FIR 5/8" FIP 1" FRMAT CORNER AT CORNER 0.67' E'LY 0.99' S'LY EASEMENT FOR DETENTION POND PER DOC 2004-00033644 N00° 04' 04"E 208.71'S89° 55' 56"E 208.71'S00° 04' 04"W 208.71'N89° 55' 56"W 100.98' N89° 55' 56"W 107.73'N21° 54' 03"E 849.34'N21° 54' 03"E 889.65'S68 ° 0 5 ' 5 7 " E 1 0 0 . 0 0 'S21° 54' 03"W 881.96'100 . 0 0 'S21° 54' 03"W 895.00'100 FT. DRAINAGE EASEMENT PER DOC. 200-0001293310 FT. P.U.E PER DOC. 200-00012933 10.00'10 FT. P.U.E PER DOC. 200-00012933 10.00'20 FT. P.U. & D.E. PER DOC. 200-00012933 20 FT. P.U. & D.E. PER DOC. 200-00012933 20.00'20.00'0.75' SW 1.09 NW 1.27' SE'LY 1.76' SW'LY 1.25' SE'LY 0.22' NE'LY NOR T H E R L Y R. O. W. LI N E O F U S R O U T E 3 4 P E R DOC. 2 0 1 5- 0 0 0 1 6 9 8 2 (S67°11'16"E) (54.80') (N60°57'04"E) (50.77') (CB= N 6 4 ° 4 1' 1 9 " E ) (A=4 4 6. 5 4') ( R = 1 3 6 2. 3 9' ) (CB=N78°27'48"E) (A=113.01') (N81°05'26"E) (47.73')(N55° 1 7' 5 6" E)(955. 0 0') (N40°39'13"E)(S12°50'13"W)(77.16')(S55° 1 2' 3 8" W) ( 9 7 6. 5 1') (CB= S 6 7 ° 5 3' 1 4 " W) (A=6 1 6. 3 9') ( R = 1 3 9 0. 0 0' ) (N6 7 ° 0 9 ' 3 8 " W ) (97. 3 1 ) (S85°58'01"W)(N04°07'38"W)(CB=N03°01'21"E)(N10°10'20"E)(CB=N01°38'51"E)(N06°52'38"W)(CB=N01°24'19"W)(N04°04'00"E)(CB=N49°04'00"E)(S85°56'00"E) (C B = S 6 0 ° 2 1 ' 3 6 " E ) (S34°47'13"E) (S12°50'13"W) 80.00'110.00'REVISIONS DATENO.DESCRIPTION NO. DATE DESCRIPTIONPREPARED FOR: of1" =SCALE: PROJECT MANAGER:DRAFTING COMPLETED: CHECKED BY:FIELD WORK COMPLETED: DRAWN BY:SHEET NO. Project No: Group No: 7325 Janes Avenue, Suite 100Engineers Scientists Surveyors v3co.com 630.724.0384 fax 630.724.9200 voice Woodridge, IL 60517 Issaquah, WA 98027 999 Lake Drive 425.313.6052 Costco Wholesale Corporation EJM 3180' COSTCO WHOLESALE - YORKVILLE, IL ALTA/ NSPS LAND TITLE SURVEY & TOPOGRAPHIC SURVEY SPK EJM COSTCO WHOLESALE, YORKVILLE, IL NWC US 34/VETERANS & COUNTYSIDE - W#, CW23-0023 ALTA/ NSPS LAND TITLE SURVEY & TOPOGRAPHIC SURVEY OF 240757 08/16/24 09/03/24 VP01.1 VICINITY MAP NOT TO SCALE 1,443,461 SQ. FT. AREA 33.1373 ACRES BASIS OF BEARINGS THE BASIS OF BEARINGS IS THE STATE PLANE COORDINATE SYSTEM (SPCS) NAD 83 (2011) ZONE 1201 (ILLINOIS EAST) WITH PROJECT ORIGIN AT LATITUDE: 41-39-34.25911 N LONGITUDE: 88-25-55.32882 W ELLIPSOIDAL HEIGHT: 540.998 SFT GROUND SCALE FACTOR: 1.0000500335 ALL MEASUREMENTS ARE ON THE GROUND. FLOOD HAZARD NOTE THIS PROPERTY IS IN AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN (ZONE X) AS DEFINED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCE RATE MAP OF KENDALL COUNTY, ILLINOIS & INCORPORATED AREAS (COMMUNITY PANEL NO. 17093C0045H, EFFECTIVE ON 1/8/2014). NO PAINTED PARKING STALLS PARKING STALLS UTILITY ATLAS NOTES: CONTACTS RESPONSE ATT/DISTRIBUTION COMCAST COM-ED YORKVILLE, CITY OF MCI/VERIZON NICOR GAS METRO FIBERNET, LLC RESPONDED "CLEAR" J.U.L.I.E. DESIGN STAGE REQUEST DIG NUMBER A241923315 RECEIVED 07/10/24. CONTACTS PROVIDED BY J.U.L.I.E. & LISTED BELOW WERE CONTACTED BY V3 VIA FAX, REQUESTING UTILITY ATLAS INFORMATION ON 07/10/24. NO RESPONSE ASPHALT PAVING OR WATER (LABELED) EXISTING CONTOUR LINE EXISTING FENCELINE (CHAIN LINK) EXISTING FENCELINE (WOOD) EXISTING FENCELINE (WIRE) UNDERGROUND CABLE TV UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE CURB EXISTING BUILDING MARSH AREA WETLANDS DEPRESSED CURB UNPAVED ROAD CONCRETE WATER MAIN EDGE OF WATER OVERHEAD WIRES SANITARY SEWER STORM SEWER RAILROAD TRACKS GAS MAIN GUARDRAIL EXISTING SPOT ELEVATION CMP CORRUGATED METAL PIPE RCP REINFORCED CONCRETE PIPE FES FLARED END SECTION EXISTING EDGE OF PAVEMENT ELEVATION EXISTING TOP OF CURB ELEVATION CONC. CONCRETE DUCTILE IRON PIPE STORM DRAIN SANITARY SEWERSAN DIP SD INV INVERT BW BOTTOM OF WALL BIT. BITUMINOUS MH MANHOLE CW CONCRETE WALK TW TOP OF WALL TP TOP OF PIPE BW BACK OF WALK 782.6 2 782.62 782.12 VCP VITRIFIED CLAY PIPE EP EDGE OF PAVEMENT TC TOP OF CURB GUT GUTTER F.L. FLOW LINE DEP DEPRESSED CURB FRM. FRAME BRK. BRICK A.P. ACCESSIBLE PARKING T.F. TOP OF FOUNDATION F.F. FINISHED FLOOR ABBREVIATIONS LEGEND CB CHORD BEARING N NORTH S SOUTH E EAST W WEST R RADIUS A ARC LENGTH P.U.E. PUBLIC UTILITY EASEMENT U.E. UTILITY EASEMENT D.E. DRAINAGE EASEMENT PT POINT OF TANGENCY PC POINT OF CURVATURE PRC POINT OF REVERSE CURVATURE PCC POINT OF COMPOUND CURVATURE INFORMATION TAKEN FROM DEED EXCEPTION TO BLANKET EASEMENT M.U.E. MUNICIPAL UTILITY EASEMENT I.E. INGRESS & EGRESS EASEMENT <DEED> [CALC]CALCULATED DATUM MEASURED DATUM (REC) RECORD DATUM MEAS. ETBE GUY POLE UTILITY POLE TRAFFIC LIGHT FIBER OPTIC CABLE LINE WATER METER PUBLIC PAY TELEPHONE PARKING METER GAS METER HEADWALL TELEPHONE PEDESTAL MAILBOX CABLE TV PEDESTAL TRAFFIC LIGHT POLE LIGHT STANDARD ELECTRIC MANHOLE TELEPHONE MANHOLE ELECTRIC METER TRAFFIC CONTROL VAULT TRANSFORMER PAD PAINTED TELEPHONE LINE PAINTED ELECTRIC LINE TRAFFIC CONTROL BOX ELECTRIC PEDESTAL ELECTRIC VAULT ELECTRICAL JUNCTION BOX ELECTRIC SERVICE OUTLET BOX HANDHOLE POWER POLE ANCHOR BASKETBALL HOOP W/ TRUNK SIZE W/ TRUNK SIZE DECIDUOUS TREE PIPELINE MARKER PAINTED GAS LINE GAS VALVE VAULT NON-DECIDUOUS TREE GAS VALVE GAS METER WATER VALVE WATER VALVE VAULT PAINTED WATER LINE IRRIGATION HEAD WETLAND MARKER MONITORING WELL POST INDICATOR VALVE WELL HEAD HOSE BIB POST B-BOX SIGN HYDRANT STORM INLET SANITARY MANHOLE STORM MANHOLE CURB INLET FLARED END SECTION FLAGPOLE CLEANOUT QUARTER SECTION CORNERSECTION CORNER AIR CONDITIONER PAD/UNIT ELECTRIC TRANSFORMER PAD SB# BUSH SOIL BORING HOLE W/ NUMBER UNDERGROUND CABLE TV(ATLAS INFO.) UNDERGROUND FIBER OPTIC CABLE(ATLAS) UNDERGROUND ELECTRIC(ATLAS INFO.) UNDERGROUND TELEPHONE(ATLAS INFO.) GAS MAIN(ATLAS INFO.) WATER MAIN (ATLAS INFO.) SANITARY SEWER(ATLAS INFO.) STORM SEWER(ATLAS INFO.) FOUND IRON ROD FOUND PK NAIL SET TRAVERSE POINT FOUND DISK IN CONCRETE FOUND ROW MARKER FOUND RAILROAD SPIKE SET PK NAIL SET IRON PIPE FOUND IRON BAR FOUND BRASS DISC SET CONCRETE MONUMENT WITH BRASS DISC FOUND IRON PIPEFIP SIP SBM FIB SPK FBD FIR FPK FRS TP SET CONCRETE MONUMENT WITH IRON PIPESCM FOUND CUT CROSSFCC FOUND MAG NAILFMG SET MAG NAILSMG PROPERTY LINE EXISTING LOT LINE PROPOSED EASEMENT LINE EX. & PRO. BUILDING SETBACK LINE EXISTING EASEMENT LINE SECTION LINE PROPOSED LOT LINE EX. & PRO. CENTERLINE EXISTING RIGHT-OF-WAY LINE PROPOSED RIGHT-OF-WAY LINE IRRIGATION CONTROL VALVE 1. COMPARE THIS PLAT, LEGAL DESCRIPTION AND ALL SURVEY POINTS AND MONUMENTS BEFORE ANY CONSTRUCTION, AND IMMEDIATELY REPORT ANY DISCREPANCIES TO SURVEYOR. 2. DO NOT SCALE DIMENSIONS FROM THIS PLAT. 3. THE LOCATION OF THE PROPERTY LINES SHOWN ON THE FACE OF THIS PLAT ARE BASED UPON THE DESCRIPTION AND INFORMATION FURNISHED BY THE CLIENT, TOGETHER WITH THE TITLE COMMITMENT. THE PARCEL WHICH IS DEFINED MAY NOT REFLECT ACTUAL OWNERSHIP, BUT REFLECTS WHAT WAS SURVEYED. FOR OWNERSHIP, CONSULT YOUR TITLE COMPANY. 4. MANHOLES, INLETS AND OTHER UTILITY RIMS OR GRATES SHOWN HEREON ARE FROM FIELD LOCATION OF SUCH, AND ONLY REPRESENT SUCH UTILITY IMPROVEMENTS WHICH ARE VISIBLE FROM ABOVE GROUND AT TIME OF SURVEY, THROUGH A NORMAL SEARCH AND WALK THROUGH OF THE SITE. THE LABELING OF THESE MANHOLES (SANITARY, WATER, ETC.) IS BASED SOLELY ON THE "STAMPED" MARKINGS OF THE RIM. UNDERGROUND UTILITY LINES SHOWN HEREON, IF ANY, ARE BASED ON FIELD LOCATED STRUCTURES IN COORDINATION WITH ATLAS INFORMATION PROVIDED BY UTILITY COMPANIES THROUGH J.U.L.I.E.'S DESIGN STAGE PROCESS. SEE "UTILITY ATLAS NOTES" HEREON FOR SPECIFICS. 5. NO DRAIN TILES, IF ANY EXIST, SHOWN HEREON. 6. THIS SURVEY MAY NOT REFLECT ALL UTILITIES OR IMPROVEMENTS IF SUCH ITEMS ARE HIDDEN BY LANDSCAPING OR ARE COVERED BY SUCH ITEMS AS DUMPSTERS, TRAILERS, CARS, DIRT, PAVING OR SNOW. AT THE TIME OF THIS SURVEY, SNOW DID NOT COVER THE SITE. LAWN SPRINKLER SYSTEMS, IF ANY, ARE NOT SHOWN ON THIS SURVEY. 7. OTHER THAN VISIBLE OBSERVATIONS NOTED HEREON, THIS SURVEY MAKES NO STATEMENT REGARDING THE ACTUAL PRESENCE OR ABSENCE OF ANY SERVICE. 8. CALL J.U.L.I.E. AT 1-800-892-0123 FOR FIELD LOCATION OF UNDERGROUND UTILITIES PRIOR TO ANY DIGGING OR CONSTRUCTION. 9. PUBLIC AND/OR PRIVATE RECORDS HAVE NOT BEEN SEARCHED TO PROVIDE ADDITIONAL INFORMATION. OVERHEAD WIRES AND POLES (IF ANY EXIST) ARE SHOWN HEREON, HOWEVER THEIR FUNCTION AND DIMENSIONS HAVE NOT BEEN SHOWN. 10. RESTRICTIONS THAT MAY BE FOUND IN LOCAL BUILDING AND/OR ZONING CODES HAVE NOT BEEN SHOWN. HEIGHTS AND BUILDING RESTRICTIONS (IF ANY) HAVE NOT BEEN SHOWN. ONLY THOSE SETBACK RESTRICTIONS SHOWN ON THE RECORDED SUBDIVISION PLAT OR IN THE TITLE COMMITMENT HAS BEEN SHOWN. THIS PROPERTY IS SUBJECT TO SETBACKS AS ESTABLISHED PURSUANT TO UNITED CITY OF YORKVILLE ZONING ORDINANCES AS AMENDED. IN REFERENCE TO TABLE A ITEM 6, THERE MAY BE A NEED FOR AN INTERPRETATION OF A RESTRICTION, THE SURVEYOR CANNOT MAKE A CERTIFICATION ON THE BASIS OF AN INTERPRETATION. 11. THIS PROPERTY IS ZONED B-3 PUD PER CITY OF YORKVILLE ZONING MAP. SEE UNITED CITY OF YORKVILLE ZONING ORDINANCES FOR SPECIFICS. 12. THERE IS NO OBSERVABLE EVIDENCE OF CURRENT EARTH MOVING WORK, BUILDING CONSTRUCTION OR BUILDING ADDITIONS. 13. THE SURVEYOR IS NOT AWARE OF ANY NEW OR PROPOSED RIGHT OF WAY CHANGES. UNLESS SHOWN OR NOTED HEREON, THERE WAS NO EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS OBSERVED IN THE PROCESS OF CONDUCTING THE FIELDWORK. 14. A CURRENT FIRST AMERICAN TITLE INSURANCE COMPANY TITLE COMMITMENT, COMMITMENT NUMBER NCS-1220410-WA1, DATED MAY 24, 204, WAS PROVIDED FOR SURVEYOR'S USE AT THE TIME OF PREPARATION OF THIS SURVEY. SEE "NOTES FROM SCHEDULE B" SHOWN HEREON. 15. NO PROPERTY ADDRESS WAS OBSERVED IN THE COURSE OF FIELD WORK. NO PROPERTY ADDRESS WAS LISTED ON THE KENDALL COUNTY GIS WEBSITE. (https://maps.co.kendall.il.us/mapviewer/) GENERAL NOTES NOTES FROM SCHEDULE B PART II EXCEPTIONS NOTE 9 PERMIT FOR UNDERGROUND FACILITIES; BK 103, PG 197 CLARIFICATION STATEMENTS a. its location is shown; b. its location cannot be determined from the record document; c. there was no observed evidence at the time of the fieldwork; d. it is a blanket easement; e. it is not on, does not touch, and/or - based on the description contained in the record document - does not affect, the surveyed property; f. it limits access to an otherwise abutting right of way; g. the documents are illegible; or h. the surveyor has information indicating that it may have been released or otherwise terminated (c) EXCEPTIONS NOT SHOWN ABOVE AFFECT THE PROPERTY BUT ARE NOT PLOTTABLE OR NOT A SURVEY MATTER SURVEYOR'S CERTIFICATE STATE OF ILLINOIS ) ) SS COUNTY OF DUPAGE ) TO: COSTCO WHOLESALE CORPORATION YORKVILLE CROSSING LLC, AN ILLINOIS LIMITED LIABILITY COMPANY FIRST AMERICAN TITLE INSURANCE COMPANY THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2021 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 6(a), 7(a), 9, 11(a), 14, 16, 17, AND 20 OF TABLE A THEREOF. THIS PROFESSIONAL SERVICE CONFORMS TO THE CURRENT ILLINOIS MINIMUM STANDARDS FOR BOUNDARY AND TOPOGRAPHIC SURVEYS. THE FIELD WORK WAS COMPLETED ON AUGUST 16, 2024. DATED THIS 4TH DAY OF SEPTEMBER, A.D., 2024. ___________________________________________ EDWARD J. MURRAY ILLINOIS PROFESSIONAL LAND SURVEYOR NO. 35-4037 MY LICENSE EXPIRES ON NOVEMBER 30, 2024. V3 COMPANIES, LTD. PROFESSIONAL DESIGN FIRM NO. 184000902 THIS DESIGN FIRM NUMBER EXPIRES APRIL 30, 2025. emurray@v3co.com STATE PLANE MERIDIANGRAPHIC SCALE SITE ZONING INFORMATION ZONING DESIGNATION IS B-3 PUD AS TAKEN FROM THE CITY'S WEBSITE https://www.yorkville.il.us/DocumentCenter/View/10369/2024-Zoning-Map-24x36?bidId= AND NOT PROVIDED BY THE INSURER PURSUANT TO THE ALTA REQUIREMENTS. FOR DETAILS SEE THE UNITED CITY OF YORKVILLE ZONING ORDINANCE. RESPONDED NEAR AN AT&T HIGH PROFILE FACILITY * * ATLAS NOT PROVIDED RESPONDED WITH ATLAS RESPONDED WITH ATLAS ** NO RESPONSE RESPONDED WITH EMAIL * ** ATLAS DETAILS NOT PROVIDED 10 EASEMENT AGREEMENT; DOC. 200400033643 (e) 11 EASEMENT AGREEMENT; DOC. 200800001690 (e) 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 PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE SOUTHERLY RIGHT OF WAY LINE OF COUNTRYSIDE PARKWAY PER PLAT OF DEDICATION DOCUMENT NO. 2000-00009655, WITH THE NORTHERLY RIGHT OF WAY LINE OF U.S. ROUTE NO. 34 PER DOCUMENT NUMBERS 2002-00008973 AND 2002-00007755; THENCE SOUTH 12 DEGREES 50 MINUTES 13 SECONDS WEST, ALONG THE NORTHERLY RIGHT OF WAY LINE OF SAID U.S. ROUTE NO. 34, 77.16 FEET; THENCE SOUTH 55 DEGREES 12 MINUTES 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 A RADIUS OF 1390.00' AND A CHORD BEARING OF SOUTH 67 DEGREES 53 MINUTES 14 SECONDS WEST, AN ARC LENGTH OF 616.39 FEET; THENCE NORTH 67 DEGREES 09 MINUTES 38 SECONDS WEST, ALONG SAID NORTHERLY RIGHT OF WAY LINE, 97.31 FEET; THENCE SOUTH 85 DEGREES 58 MINUTES 01 SECONDS WEST, ALONG SAID NORTHERLY RIGHT OF WAY LINE, 1.41 FEET TO THE EASTERLY RIGHT OF WAY LINE OF MCHUGH ROAD PER PLAT OF DEDICATION DOCUMENT 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 RIGHT OF WAY LINE, BEING ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 460.00 FEET AND A CHORD BEARING OF NORTH 03 DEGREES 01 MINUTES 21 SECONDS EAST, AN ARC LENGTH OF 114.80 FEET; THENCE NORTH 10 DEGREES 10 MINUTES 20 SECONDS EAST, ALONG SAID EASTERLY RIGHT OF WAY LINE, 300.40 FEET; THENCE NORTHERLY ALONG SAID EASTERLY RIGHT OF WAY LINE, BEING ALONG A CURVE TO THE LEFT WITH A RADIUS OF 1040.00 FEET AND A CHORD BEARING OF NORTH 01 DEGREES 38 MINUTES 51 SECONDS EAST, AN ARC LENGTH OF 309.47 FEET; THENCE NORTH 06 DEGREES 52 MINUTES 38 SECONDS WEST, ALONG SAID EASTERLY RIGHT OF WAY LINE, 250.39 FEET; THENCE NORTHERLY ALONG SAID EASTERLY RIGHT OF WAY LINE, BEING ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 460.00 FEET AND A CHORD BEARING OF NORTH 01 DEGREES 24 MINUTES 19 SECONDS WEST, AN ARC LENGTH OF 87.86 FEET; THENCE NORTH 04 DEGREES 04 MINUTES 00 SECONDS EAST, ALONG SAID EASTERLY RIGHT OF WAY LINE, 226.43 FEET; THENCE NORTHEASTERLY ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 25.00 FEET AND A CHORD BEARING OF NORTH 49 DEGREES 04 MINUTES 00 SECONDS EAST, AN ARC LENGTH OF 39.27 FEET TO A POINT ON SAID SOUTHERLY RIGHT OF WAY LINE OF COUNTRYSIDE PARKWAY; THENCE SOUTH 85 DEGREES 56 MINUTES 00 SECONDS EAST, ALONG SAID SOUTHERLY RIGHT OF WAY LINE, 338.21 FEET; THENCE SOUTHEASTERLY ALONG SAID SOUTHERLY RIGHT OF WAY LINE, BEING ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 1390.03 FEET AND CHORD BEARING OF SOUTH 60 DEGREES 21 MINUTES 36 SECONDS EAST, AN ARC LENGTH OF 1240.81 FEET TO A POINT DRAWN NORTH 34 DEGREES 47 MINUTES 13 SECONDS WEST, 54.08 FEET FROM THE POINT OF BEGINNING; THENCE SOUTH 34 DEGREES 47 MINUTES 13 SECONDS EAST ALONG SAID SOUTHERLY RIGHT OF WAY LINE, 54.08 FEET TO THE POINT OF BEGINNING, ALL IN KENDALL COUNTY, ILLINOIS. EXCEPTING THEREFROM: THAT PART TAKEN FOR ROAD PURPOSES BY ORDER VESTING TITLE ENTERED IN CASE NO. 15-ED-10, CIRCUIT COURT OF KENDALL COUNTY, ILLINOIS, RECORDED OCTOBER 28, 2015 AS DOCUMENT NO. 201500016982. EXC E P TI O N 1 09/23/24 REVISE PER COMMENT - MH PER PRIOR SURVEY 12 RECAPTURE/RECOVERY AGREEMENT; DOC. 200900011621 (e) 13 PUBLIC UTILITY AND DRAINAGE EASEMENT; DOC. 200200012933 (a) 14 COVENANTS CONDITIONS AND RESTRICTIONS; R200400033644 (a) 2 10/28/24 REVISED "NOTES FROM SCHEDULE B" TABLE N:\2024\240757\Drawings\ACAD\SVY\VP01.1\ALTTOP240757_R2.dwg, 10/28/2024 11:01:04 AM, emurray SIR_CAPSCCSCCSCCSCC641.15641.0015"641.83642.3615"643.13643.02644.75SBM HYD NW BONNET BOLT18"643.94644.2315"642.22642.17642.97643.6715"643.60644.3815"15"643.27643.22643.02642.13642.10643.50642.00643.28643.19643.24642.14642.75642.84643.2215"644.0712"15"12"642.16642.88642.55642.76642.61642.79643.28643.4618"642.93642.66643.15642.93642.69641.84641.04640.91641.95642.61643.13643.87643.95642.90643.96642.82641.63642.79641.91640.67641.88641.05641.67641.83641.06641.99643.88SBM HYD SE ARW BOLT640.55641.26641.65642.78643.18641.02640.9918"15"15"15"15"6" x 26" x 48"8"6" x 26" x 36" x 324"20"18"20"6" x 26" x 26" x 3MATCH LINEMATCH LINEONLYSEWERPIPELINEMARKER(TYP.)E. COUNTRYSIDE PARKWAY McHUGH ROAD E . V E T E R A N S P A R KW A Y 643.0643.0642.9642.7642.7643.0643.1642.8642.4642.7643.0643.1643.1643.3643.3643.0642.8642.5642.2642.4642.6643.2643.1642.21641.61641.56642.51642.36642.34642.24642.39641.92642.42642.39642.91641.73641.78640.83642.80643.00642.91642.76642.95642.91642.72643.27642.9715"12"643.25#1048SANITARY MHRIM=642.84IE 24" PVC N=621.89IE 12" PVC S=622.39IE 24" PVC E=621.94#1046STORM INLETRIM=642.14IE 12" RCP N=638.64NO OTHER VISIBLE PIPES#1081SANITARY MHRIM=642.93IE 24" PVC E=622.38IE 24" PVC W=622.28IE 12" PVC N=622.53IE 12" PVC N=628.28#1082STORM MHRIM=642.69IE 12" RCP N, OFFSETIE 36" RCP E=632.89IE 36" RCP W=633.09#1084STORM INLETRIM=641.84IE 12" RCP N=637.94IE 12" RCP S=638.04#1078SANITARY MHRIM=643.15IE 24" PVC N=622.50IE 24" PVC E=622.55IE 24" PVC W=622.45IE 12" PVC S=631.35#1088SANITARY MHRIM=641.95IE 24" PVC W=622.75IE 24" PVC SE=622.85#1092SANITARY MHRIM=643.13IE 24" PVC NW, SE=623.13#1098SANITARY MHRIM=643.95IE 24" PVC NW, NE=623.50IE 24" PVC SW=623.80#1104SANITARY MHRIM=642.82IE 24" PVC NW=624.07IE 24" PVC SE=624.17IE 12" PVC SW=631.82#1110SANITARY MHRIM=641.91IE 12" PVC NW, SE=624.61#1118SANITARY MHRIM=641.67IE 12" PVC NW, NE=625.42#1121SANITARY MHRIM=641.99IE 12" PVC SW=626.34#1038SANITARY MHRIM=643.50IE 24" PVC N, S=621.80IE 24" PVC W=621.70#1041STORM INLETRIM=642.00E 12" RCP S=639.25#1033STORM MHRIM=643.22IE 15" RCP N, WOFFSET,UNABLE TO MEAS.#1035STORM INLETRIM=642.13IE 12" RCP N=636.63IE 15" RCP S=636.58#1089STORM MHRIM=642.61IE 36" NW, SEIE 15" NE,ALL OFFSETUNABLE TO MEAS.BOTTOM=632.51#1087STORM INLETRIM=640.91IE 15" RCP SW=637.76IE E, OFFSETUNABLE TO MEAS.#1086STORM INLETRIM=641.04IE 12" RCP W=637.94#1095STORM MHRIM=643.87IE 36" RCP NW, SE=633.17#1101STORM MHRIM=643.96IE 36" RCP NW=634.16IE 24" RCP SE=634.16IE 12" RCP NE, OFFSETUNABLE TO MEAS.#1100STORM INLETRIM=642.90IE 12" RCP NE=639.30IE 12" RCP SW=639.25#1133STORM INLETRIM=642.78IE 12" RCP SW=639.58#1138STORM INLETRIM=641.02IE 12" DIP NW=638.02#1139STORM INLETRIM=640.99IE 15" RCP NW=637.84IE SE, OFFSET#1074STORM MHRIM=642.93IE 24" RCP W=634.38IE 36" RCP E=634.38#1069STORM MHRIM=643.28IE 24" RCP E, N=635.68IE 15" RCP NW=637.28#1059STORM INLETRIM=642.16IE 12" RCP S=638.96#1036STORM INLETRIM=642.10IE 12" RCP S=636.90#1044WATER VALVE VAULTRIM=643.24TP 12" DIP N, S=637.14#1061WATER VALVE VAULTRIM=642.55TP =637.1512" DIP E, W#1062WATER VALVE VAULTRIM=642.76TP =637.4612" DIP E, W8" DIP N#1136WATER VALVE VAULTRIM=643.18TP 12" DIP NW, SE=637.78#1127WATER VALVE VAULTRIM=641.26TP 12" DIP NW, SE=635.96#1129STORM INLETRIM=641.65IE 12" RCP SW=638.65#1120STORM INLETRIM=641.06IE 12" RCP SW=637.06#1107STORM MHRIM=642.79IE 24" RCP NW=635.19IE 12" RCP SE=635.19IE 12" NE, OFFSETUNABLE TO MEAS.#1106STORM INLETRIM=641.63IE 12" RCP NE, SW=637.78#1113STORM MHRIM=641.88IE 12" RCP NW, SE, NEALL OFFSETUNABLE TO MEAS#1112STORM INLETRIM=640.67IE 12" RCP NE=636.87IE 12" RCP SW=636.82#1126STORM INLETRIM=640.55IE 12" RCP SW=637.45#1119STORM MHRIM=641.83IE 12" RCP N=636.88IE 12" RCP E, OFFSETUNABLE TO MEAS.#1204STORM MHRIM=642.39N, E OFFSETNO OTHER VISIBLE PIPESBOTTOM=635.04#1220STORM MHRIM=640.83IE 36" RCP NE=634.68IE 36" RCP SW=634.63NO OTHER VISIBLE PIPES#1218#1216STORM INLETRIM=641.78IE 12" RCP NE=636.38IE 12" RCP SW=636.88IE 18" RCP NW=636.78#1215STORM INLETRIM=641.73IE 12" RCP SW=637.73#1393FRMFRMFRMFIR 5/8" BENTFIP 1"FIP 1"FIP 1"FIR 5/8"FIP 1"FIP 1"FIP 1"641.12641.59641.14641.72641.65641.9642.13642.22642.2641.6641.80641.72641.7643.6643.46643.46643.2643.23642.82643.27642.74643.15643.1643.55643.68643.8643.9643.58643.50643.3643.18642.71643.17642.80643.12643.3643.26643.21643.3643.2643.26643.11642.8642.70642.21642.66642.30642.74642.9643.42643.48643.9644.1644.00643.97643.7643.70643.30643.81643.36643.77643.8643.88644.00643.9643.1643.18643.08643.1643.13642.71642.98642.64643.08643.1643.38643.57643.8643.03643.03642.66642.40642.67642.60642.37643.05642.26642.53642.50642.24642.6642.80642.89643.6643.86643.81643.5643.29642.83643.28642.82643.29643.7643.56643.67643.7642.93642.86642.8642.51642.52642.13642.91642.66642.23642.65642.8642.96642.96642.65643.35642.77642.38642.83642.46642.86642.44643.4643.24643.20642.9642.98642.60642.94643.34643.82643.6643.74643.14642.79642.59642.96643.1643.18643.22643.2642.7642.48642.44642.5642.35641.98642.31642.79643.44643.2643.17642.65642.49642.10642.71642.7643.06642.99643.2643.02642.86643.44642.95642.81642.76643.17643.2643.31643.22643.1643.23642.81643.11643.35643.92644.0644.31643.70643.14642.85643.23643.3643.35643.44643.4642.9642.54642.57642.8642.84642.49642.75643.27642.78642.58643.11643.1643.12643.22643.6643.00642.51642.85642.58643.00642.6642.6642.59642.05642.40642.88642.34642.06642.41642.3642.39642.51642.8642.4642.25642.18642.2642.12641.70642.01642.63641.95641.64641.94642.1642.24642.39642.5641.8641.66641.64641.7641.54641.08641.54641.48641.45641.03641.37642.02642.56642.4642.23641.68641.40641.09641.43641.46641.12641.47641.48641.08641.47641.6641.55641.74642.1643.2642.66642.59642.6642.72642.35642.61642.90643.46644.7643.47642.99642.67642.37642.79642.8642.90643.02642.9643.5643.78643.69643.3643.42643.06643.34643.62644.12645.6644.17643.57643.33643.08643.45643.5643.54643.62643.5643.8644.05643.98644.0643.97643.58643.90644.18644.76646.0644.73644.14643.88643.58643.92644.0644.07644.25643.9643.6644.11643.96643.8643.73643.38643.61643.94644.46645.6644.53643.98643.65643.34643.66643.9643.84643.90644.0643.5643.52643.25643.3643.22642.97643.24643.47644.01645.7643.84643.39643.24642.94643.33643.2643.62643.77643.3642.4642.72642.50642.2642.41641.99642.58643.13644.5643.11642.59642.33642.08642.47642.4642.35642.40642.6642.4642.09642.09642.1642.00641.72642.03642.30642.87644.3642.89642.31642.04641.78642.10642.1642.34642.44642.3641.5641.70641.48641.2641.33641.01641.33641.61642.14643.6642.13641.57641.30641.02641.36641.5641.31641.27641.8641.3640.90640.95641.0641.03640.75641.08641.21641.67642.9641.72641.16640.92640.65640.98641.1641.28641.47641.6641.8641.77641.57641.3641.35640.97641.25641.56642.07643.4642.09641.53641.30641.03641.38641.5641.54641.49641.9641.8641.41641.34641.3641.52641.15641.44641.70642.26643.3642.26641.77641.45641.21641.58641.23641.61641.6641.84641.99641.9642.3642.50642.39642.6642.89642.50643.20643.43643.68643.89643.78643.42643.18642.80643.38643.3642.91642.74643.04643.48643.12642.52642.22643.00642.82643.17643.07642.56642.1641.65641.45641.7642.60642.16642.52642.74643.17643.41643.56643.00642.50640.9640.98641.06641.3641.88642.31642.6642.79642.66642.4642.39642.04642.52641.90642.36642.4642.63642.58642.5MONUMENTSIGNFIP 1"FIP 1"FIP 1"FIP 1"FIP 1"FIP 1"FIP 1"FRMFRMFCCFRMFIP 1"643.6643.0643.1642.9642.7641.9642.1643.1642.8642.5643.0643.4643.3643.3642.7642.9642.8642.7642.7643.2643.5643.4643.2642.0642.2642.8642.8643.0642.8642.7643.1642.7642.7643.2643.7643.2643.4642.6642.6643.1643.0642.6642.5643.2643.2643.2643.3642.9642.7643.1643.4643.5643.1642.7643.0642.7643.4643.7643.8643.6643.1643.3643.6643.8643.6643.3643.5643.6643.7643.1642.7642.7643.1643.1643.1643.0643.0642.9642.3642.4642.7642.2#1408SANITARY MHRIM=643.25IE 12" PVC NW=625.35IE 12" PVC S=625.45#1004STORM MHRIM=641.83IE 36" RCP N=634.33IE 36" RCP S=634.43IE W OFFSET,UNABLE TO MEAS.#1005SANITARY MHRIM=642.36IE 12" PVC NW=624.56IE 12" PVC S=624.66IE 12" PVC E=629.76IE 12" PVC W=629.66#1002STORM INLETRIM=641.00IE 24" RCP E=637.50IE 18" RCP W=637.55#1014STORM MHRIM=643.94IE 36" RCP NW, SE=634.34IE SW OFFSET,UNABLE TO MEAS.#1021SANITARY MHRIM=643.67IE 12" PVC N=623.47IE 12" PVC SE=623.57#1020STORM MHRIM=642.97IE 36" RCP N=634.37IE 36" RCP SE=634.67IE W OFFSET,UNABLE TO MEAS.#1019STORM INLETRIM=642.17IE 12" RCP W=638.57IE 12" RCP E=638.27#1053STORM MHRIM=644.07IE 36" RCP NE=633.97IE 36" RCP S=634.02,IE W?#1032WATER VALVE VAULTRIM=643.27TP 12" DIP N, S=637.87#1028STORM MHRIM=644.38IE 36" RCP E=633.98#1018STORM INLETRIM=642.22IE 12" RCP E=639.02#1015STORM MHRIM=644.23IE 36" RCP E=634.83#1009WATER VALVE VAULTRIM=643.13TP 12" DIP N, S=636.03#1001STORM INLETRIM=641.15IE 12" RCP E=638.15#1117STORM INLETRIM=641.05IE 12" RCP E=636.75IE 12" RCP S=636.65643643643643643643642642 6 4 3 643643642642641642643641642642643643642642644643643644644644643643642642642642643643643643643643643643643643644 643 643 643643 6 4 3 643643643 643 643 64364 3 643643643643 CRIMSON L N .#3095STORM INLETRIM=643.1236" RCP E/SW ARE OFFSET100.00'APX LOCATION STORM MHSHOWN ON PRIOR SURVEYASPHALT PAVING OR WATER (LABELED)EXISTING CONTOUR LINEEXISTING FENCELINE (CHAIN LINK)EXISTING FENCELINE (WOOD)EXISTING FENCELINE (WIRE)UNDERGROUND CABLE TVUNDERGROUND ELECTRICUNDERGROUND TELEPHONECURBEXISTING BUILDINGMARSH AREAWETLANDSDEPRESSED CURBUNPAVED ROADCONCRETEWATER MAINEDGE OF WATEROVERHEAD WIRESSANITARY SEWERSTORM SEWERRAILROAD TRACKSGAS MAINGUARDRAILEXISTING SPOT ELEVATIONCMP CORRUGATED METAL PIPERCP REINFORCED CONCRETE PIPEFES FLARED END SECTIONEXISTING EDGE OF PAVEMENT ELEVATIONEXISTING TOP OF CURB ELEVATIONCONC. CONCRETEDUCTILE IRON PIPESTORM DRAINSANITARY SEWERSANDIPSDINV INVERTBW BOTTOM OF WALLBIT. BITUMINOUSMH MANHOLECW CONCRETE WALKTW TOP OF WALLTP TOP OF PIPEBW BACK OF WALK782.62782.62782.12VCP VITRIFIED CLAY PIPEEP EDGE OF PAVEMENTTC TOP OF CURBGUT GUTTERF.L. FLOW LINEDEP DEPRESSED CURBFRM. FRAMEBRK. BRICKA.P. ACCESSIBLE PARKINGT.F. TOP OF FOUNDATIONF.F. FINISHED FLOORABBREVIATIONSLEGENDCB CHORD BEARINGN NORTHS SOUTHE EASTW WESTR RADIUSA ARC LENGTHP.U.E. PUBLIC UTILITY EASEMENTU.E. UTILITY EASEMENTD.E. DRAINAGE EASEMENTPT POINT OF TANGENCYPC POINT OF CURVATUREPRC POINT OF REVERSE CURVATUREPCC POINT OF COMPOUND CURVATUREINFORMATION TAKEN FROM DEEDEXCEPTION TO BLANKET EASEMENTM.U.E. MUNICIPAL UTILITY EASEMENTI.E. INGRESS & EGRESS EASEMENT<DEED>[CALC]CALCULATED DATUMMEASURED DATUM(REC)RECORD DATUMMEAS.ETBEGUY POLEUTILITY POLETRAFFIC LIGHTFIBER OPTIC CABLE LINEWATER METERPUBLIC PAY TELEPHONEPARKING METERGAS METERHEADWALLTELEPHONE PEDESTALMAILBOXCABLE TV PEDESTALTRAFFIC LIGHT POLELIGHT STANDARDELECTRIC MANHOLETELEPHONE MANHOLEELECTRIC METERTRAFFIC CONTROL VAULTTRANSFORMER PADPAINTED TELEPHONE LINEPAINTED ELECTRIC LINETRAFFIC CONTROL BOXELECTRIC PEDESTALELECTRIC VAULTELECTRICAL JUNCTION BOXELECTRIC SERVICE OUTLET BOXHANDHOLEPOWER POLEANCHORBASKETBALL HOOPW/ TRUNK SIZE W/ TRUNK SIZE DECIDUOUS TREE PIPELINE MARKERPAINTED GAS LINEGAS VALVE VAULTNON-DECIDUOUS TREE GAS VALVEGAS METERWATER VALVEWATER VALVE VAULTPAINTED WATER LINEIRRIGATION HEADWETLAND MARKERMONITORING WELLPOST INDICATOR VALVEWELL HEADHOSE BIBPOSTB-BOXSIGNHYDRANTSTORM INLETSANITARY MANHOLESTORM MANHOLECURB INLETFLARED END SECTIONFLAGPOLECLEANOUTQUARTER SECTION CORNERSECTION CORNERAIR CONDITIONER PAD/UNITELECTRIC TRANSFORMER PADSB#BUSHSOIL BORING HOLE W/ NUMBERUNDERGROUND CABLE TV(ATLAS INFO.)UNDERGROUND FIBER OPTIC CABLE(ATLAS)UNDERGROUND ELECTRIC(ATLAS INFO.)UNDERGROUND TELEPHONE(ATLAS INFO.)GAS MAIN(ATLAS INFO.)WATER MAIN (ATLAS INFO.)SANITARY SEWER(ATLAS INFO.)STORM SEWER(ATLAS INFO.)FOUND IRON RODFOUND PK NAILSET TRAVERSE POINTFOUND DISK IN CONCRETEFOUND ROW MARKERFOUND RAILROAD SPIKESET PK NAILSET IRON PIPEFOUND IRON BARFOUND BRASS DISCSET CONCRETE MONUMENT WITH BRASS DISCFOUND IRON PIPEFIPSIPSBMFIBSPKFBDFIRFPKFRSTPSET CONCRETE MONUMENT WITH IRON PIPESCMFOUND CUT CROSSFCCFOUND MAG NAILFMGSET MAG NAILSMGPROPERTY LINEEXISTING LOT LINEPROPOSED EASEMENT LINEEX. & PRO. BUILDING SETBACK LINEEXISTING EASEMENT LINESECTION LINEPROPOSED LOT LINEEX. & PRO. CENTERLINEEXISTING RIGHT-OF-WAY LINEPROPOSED RIGHT-OF-WAY LINEIRRIGATION CONTROL VALVEPART OF THE WEST 1/2 OF THE NORTHWEST 1/4 OF SECTION 27 AND PART OF THE EAST 1/2 OF THE NORTHEAST 1/4 OF SECTION 28,BOTH IN TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN KENDALL COUNTY, ILLINOIS.REVISIONS DATENO.DESCRIPTION NO. DATE DESCRIPTIONPREPARED FOR: of1" =SCALE: PROJECT MANAGER:DRAFTING COMPLETED: CHECKED BY:FIELD WORK COMPLETED: DRAWN BY:SHEET NO. Project No: Group No: 7325 Janes Avenue, Suite 100Engineers Scientists Surveyors v3co.com 630.724.0384 fax 630.724.9200 voice Woodridge, IL 60517 Issaquah, WA 98027 999 Lake Drive 425.313.6052 Issaquah, WA 98027 EJM 3240' COSTCO WHOLESALE - YORKVILLE, IL ALTA/ NSPS LAND TITLE SURVEY & TOPOGRAPHIC SURVEY SPK EJM Costco Wholesale, Yorkville, ILNWC US 34/VETERANS & COUNTYSIDE - W#, CW23-0023ALTA/ NSPS LAND TITLE SURVEY & TOPOGRAPHIC SURVEYOF240757 08/16/24 09/03/24 VP01.1BASIS OF BEARINGSTHE BASIS OF BEARINGS IS THE STATE PLANECOORDINATE SYSTEM (SPCS) NAD 83 (2011) ZONE1201 (ILLINOIS EAST) WITH PROJECT ORIGIN ATLATITUDE: 41-39-34.25911 NLONGITUDE: 88-25-55.32882 WELLIPSOIDAL HEIGHT: 540.998 SFTGROUND SCALE FACTOR: 1.0000500335ALL MEASUREMENTS ARE ON THE GROUND.STATE PLANE MERIDIANGRAPHIC SCALEBENCHMARKSOURCE: TRIMBLE VRS NETWORK WITH PROJECT ORIGIN AT:LATITUDE: 41-39-34.25911 NLONGITUDE: 88-25-55.32882 WELLIPSOIDAL HEIGHT: 540.998 SFTGROUND SCALE FACTOR: 1.0000500335SITE:STATION DESIGNATION: SBM#1ESTABLISHED BY: V3 COMPANIESDATE: 07-31-24ELEVATION: 644.75 (MEASURED)DATUM: NAVD88DESCRIPTION: NORTHWEST BONNET BOLT ON FIRE HYDRANT AT WESTSIDE OF McHUGH ROAD, 2ND HYDRANT SOUTH OF THE McHUGH ROADAND E. COUNTRYSIDE PARKWAY INTERSECTION.STATION DESIGNATION: SBM#2ESTABLISHED BY: V3 COMPANIESDATE:07-31-24ELEVATION: 643.88 (MEASURED)DATUM: NAVD88DESCRIPTION: SOUTHEAST ARROW BOLT ON FIRE HYDRANT AT THENORTHWEST CORNER OF E. COUNTRYSIDE PARKWAY & US ROUTE 34INTERSECTION.THE ELEVATIONS ABOVE WERE KNOWN TO BE ACCURATE AT THE TIMETHEY WERE ESTABLISHED. V3 DOES NOT CERTIFY TO THE ACCURACYTHEREAFTER, NOR ASSUMES RESPONSIBILITY FOR THE MIS-USE ORMIS-INTERPRETATION OF THE INFORMATION SHOWN HEREON.IT IS ADVISED THAT ALL OF THE ABOVE ELEVATIONS BE CHECKEDBETWEEN EACH OTHER AND VERIFY A MINIMUM OF 3 SURROUNDINGUTILITY RIM ELEVATIONS AND ANY ADJACENT BUILDING FINISHED FLOOROR TOP OF FOUNDATION ELEVATIONS SHOWN HEREON PRIOR TO USE ORCOMMENCEMENT OF ANY CONSTRUCTION OR OTHER WORK.PERSONS USING THIS INFORMATION ARE TO CONTACT V3 IMMEDIATELYWITH ANY DISCREPANCIES FOUND PRIOR TO THE START OF ANY WORK.1 09/23/24 REVISE PER COMMENT - MH PER PRIOR SURVEY 2 10/28/24 REVISED "NOTES FROM SCHEDULE B" TABLE N:\2024\240757\Drawings\ACAD\SVY\VP01.1\ALTTOP240757_R1.dwg, 10/28/2024 10:56:37 AM, emurray SCCSCCMATCH LINEMATCH LINEMcHUGH ROAD E. VETERANS PARKWAY E . V E T E R A N S P A R KW A Y ( U S R O U T E 3 4 )643.1642.8642.9642.9642.9642.9643.2643.3643.4643.5643.7643.8641.73641.78641.75640.86640.83642.88642.33642.84642.72643.74643.36642.06643.65644.52643.76642.84643.00643.18644.81644.24643.04643.61642.64643.60643.60643.79643.94644.61643.54641.69644.02643.48643.44642.51644.32644.35644.72644.72641.43643.68643.63643.46642.22642.06641.91641.93641.82642.85642.77642.71642.64643.16642.79643.22643.14643.19642.79642.87642.57643.19642.96642.97642.34643.37643.48643.66642.72643.31643.83643.15643.54643.54644.06643.44644.27644.81643.64643.86643.44644.53643.57644.34643.68643.88643.58643.55643.90642.7224"643.07643.15643.25643.84644.64644.45643.78643.71643.69643.74644.50644.09644.13644.21644.04644.16643.61644.07642.95644.06643.44643.90643.36643.82642.84642.29642.38641.82641.84641.12642.26642.65643.06641.84642.15642.80643.00642.91642.76642.9512"18"644.51644.39644.8415"643.1012"640.68640.64640.61640.65641.32641.7015"12"641.44641.65641.61641.3812"#1218STORM INLETRIM=640.86IE 12" RCP SE=637.91#1217STORM INLETRIM=641.75IE 12" RCP NW=637.85IE 12" RCP NE, OFFSET#1216STORM INLETRIM=641.78IE 12" RCP NE=636.38IE 12" RCP SW=636.88IE 18" RCP NW=636.78#1393STORM INLETRIM=642.15IE 12" RCP S=638.20#1392STORM INLETRIM=641.84IE 12" RCP N=637.74IE 12" RCP SW=637.84#1385STORM INLETRIM=641.84IE 12" RCP NW=638.34IE 12" RCP SW, SE=637.34#1386STORM INLETRIM=641.12IE 24" RCP SW=636.02IE 12" RCP NE, OFFSETUNABLE TO MEAS.#1384STORM INLETRIM=641.82IE 12" RCP NE=637.92#1389STORM INLETRIM=642.65IE 12" RCP SE, UNABLE TO MEAS.T/DEBRIS=639.15#1388STORM INLETRIM=642.26IE 12" RCP NW=638.26#1224STORM MHRIM=642.33IE 36" RCP NE=634.08IE 36" RCP SW=634.03IE 36" SE RCP, OFFSET#1225STORM MHRIM=642.84IE 36" RCP NE=634.14IE 36" RCP SW=633.94IE 12" RCP SE, OFFSET#1226STORM INLETRIM=642.72IE 12" RCP NW, SE=638.57#1379STORM INLETRIM=642.84IE 12" RCP NW=638.84IE 12" RCP SE=638.74#1228STORM INLETRIM=643.36IE 12" RCP SE,UNABLE TO MEAS.T/DEBRIS=639.36#1227STORM INLETRIM=643.74IE 12" RCP NW,UNABLE TO MEAS.T/DEBRIS=640.04#1230STORM INLETRIM=642.06IE 12" RCP SE=639.61#1231STORM INLETRIM=643.65IE 12" RCP NW, SE=639.25IE 12" RCP SW=639.15#1234STORM MHRIM=642.84IE 36" RCP NE=633.84IE 36" RCP SW=633.74IE 12" RCP SE, OFFSET#1233STORM INLETRIM=643.76IE 12" RCP NE=638.06IE 12" RCP NW=638.01#1232STORM INLETRIM=644.52IE 12" RCP NW=640.42#1372STORM INLETRIM=642.95IE 12" RCP NW=639.65#1371STORM MHRIM=644.07IE 24" RCP NE=638.52IE 12" RCP SE=638.57IE 12" RCP SW=638.52#1368STORM INLETRIM=644.16IE 12" RCP S=639.66IE 12" RCP NE=639.56#1367STORM INLETRIM=644.04IE 6" CPP N=641.04FRMFAC STATE OF ILLFRMFIP 1"FRMFRMFIP 1"FRMFIP PINCH TOPFIP PINCH TOPFRMFIR 5/8"FIR 5/8"FIP 1/2"FIR 5/8"FIR 5/8"FIP 1"FRMFIR 5/8" BENT W/IDOT CAP642.82642.16642.52642.74643.17643.41643.56643.00642.50642.66642.24641.90642.46642.42641.90641.88642.49642.0641.5642.19642.66643.16643.02642.86642.37643.06643.20642.64642.86642.39642.12641.81642.27640.9640.98641.06641.3642.28641.76641.88642.31642.26641.89642.24642.6642.19642.14642.1642.85642.44642.71643.15643.67643.62643.52642.97642.72643.05642.38642.3642.3642.90643.39643.24643.40643.87644.07644.19643.66644.06643.16642.86643.34642.7642.74642.86642.9642.8642.47642.45642.5643.97643.58643.90644.31644.89644.79644.53644.14643.89643.61644.02644.42643.84643.6643.5643.9644.44643.84644.17644.01644.25644.70644.95645.05644.56644.74645.29645.14644.92644.46644.26644.12644.17642.7642.47642.48642.8642.8642.79642.82642.9644.38644.30643.92643.3643.03642.89643.2644.57644.25643.4643.05643.24644.25644.46644.42643.6643.46643.41644.1644.78644.48644.91644.73644.53644.95645.21645.20644.78644.70644.56644.09644.61644.60644.16644.66644.70644.14644.63644.99644.59644.94644.59645.06644.46644.28644.82644.74644.27644.25644.82644.66644.93644.1644.98644.45644.78645.02645.22645.34645.26644.97644.74644.31644.72644.3643.49643.55643.8643.7643.67643.50642.6644.05644.07644.31644.50644.64644.59644.37644.28644.51644.50644.26644.35644.52644.63644.54644.31644.07644.07644.20644.18644.10644.37643.93644.12644.14643.72644.12644.08643.72643.82644.30644.25643.81644.26644.28644.3645.45645.04644.92645.47644.4644.82645.39644.3645.09644.71645.10645.02644.6644.4644.90644.41644.68644.84645.11645.16645.06644.85644.65644.41644.75643.3643.16643.16644.4642.7642.68642.68642.3644.33644.06644.24644.45644.70644.80644.70644.52644.25644.05644.56643.5643.5643.67643.99644.04643.61643.63643.58643.64643.69643.66644.31643.75644.30644.2644.23644.06644.1644.16643.98643.87643.59643.86644.10643.80643.86644.01643.48643.78643.8644.0644.05644.01643.94644.31644.23644.41644.44644.38644.20644.20644.45644.42644.37644.18644.24644.42644.49644.30644.31644.57644.67644.68644.60644.05643.93643.87643.98643.67644.00644.01642.3642.62642.68642.7644.04643.58643.57643.93642.1642.60642.88642.8644.00643.62643.94643.97643.60642.1642.32642.62642.8642.9642.80642.65642.3644.27643.84642.4642.08641.88641.8644.3644.89644.50644.78645.19645.74645.70645.06644.87644.59645.05644.1643.86643.70643.3644.64644.21644.60644.96644.64644.31644.70643.60643.28642.87642.73643.16643.08642.58642.95641.9641.96642.00642.5643.04643.26643.84643.93643.98643.50642.93642.62643.16643.4643.12643.23642.5642.5642.9644.03643.52644.24643.81644.29643.30643.62643.57643.20643.18643.64643.46643.06643.73644.27644.05643.50644.20641.8642.06641.99642.1642.20641.82642.09642.11641.69642.04642.10642.20641.78641.85642.00642.4642.76642.88643.0642.7643.05642.96642.4641.85641.44641.82641.76641.41641.79641.80641.81641.44641.49641.78641.8642.12642.10641.9642.1642.33642.22642.0641.80641.45641.85641.51641.85642.0642.32642.39642.4641.9641.99641.82641.4641.48641.09641.53641.11641.48641.6641.98641.98641.8641.5641.80641.74641.1641.18640.68641.08641.24640.80640.81641.24641.24640.63641.19641.20640.75641.19641.14640.78641.22641.4641.68641.78641.6642.0642.37642.36641.9641.80641.40641.75641.31641.68641.9642.22642.22642.0643.3643.60643.62643.2643.24642.83643.20642.76643.19643.3643.60643.66643.5644.0644.17644.06643.6643.80643.33643.79643.42643.78643.8644.20644.14644.0FRMFIR 5/8"FRMFRMFIP 1"FIP 1"FRMFRMFIP 1"FIP 1"FIP 1"643.1643.7643.7642.8642.4642.8642.5642.5642.8642.6642.7642.6643.5643.5643.6643.5643.7643.2642.8642.7643.0642.7642.5642.8643.0643.1643.5643.5643.7643.1643.1642.8642.7642.8643.1642.7642.8643.0643.2643.0643.3643.4643.7643.5643.4643.2643.1643.1643.0642.5642.6642.7642.5642.7#1302SANITARY MHRIM=642.79IE 12" PVC E=628.64IE 12" PVC W=628.69#1307STORM INLETRIM=642.57IE 36" PVC E=632.57IE 36" RCP W=632.52NO OTHER VISIBLE PIPES#1316STORM INLETRIM=642.72IE 12" DIP E=638.62#1317WATER VALVE VAULTRIM=643.31TP =636.9112" DIP E, W, N#1320STORM INLETRIM=643.15IE 12" DIP NE=639.25#1324STORM INLETRIM=643.44IE 18" RCP E=637.84IE 12" DIP W=637.94IE 12" DIP SW=638.74#1327WATER VALVE VAULTRIM=643.64TP =638.0412" DIP E, W#1326STORM MHRIM=644.81IE 24" RCP N=634.86IE 18" RCP E=635.81IE 18" RCP W=637.51#1277STORM MHRIM=644.81IE 12" RCP N=638.32IE 36" RCP E=632.92IE 36" PVC W=633.02IE 24" RCP S=632.92#1278STORM INLETRIM=641.43IE 12" RCP S=638.43#1284WATER VALVE VAULTRIM=642.06TP =636.86 12" DIP E, W#1283SANITARY MHRIM=642.22IE 12" PVC N, W=628.22#1433STORM INLETRIM=641.65IE 12" RCP N=637.65IE 12" RCP W=637.45IE 15" RCP E=637.45#1432STORM INLETRIM=641.44IE 12" RCP S, W=637.44#1435STORM INLETRIM=641.38IE 12" RCP E=637.58#1434STORM INLETRIM=641.61IE 12" RCP E=637.71#1422STORM INLETRIM=640.68UNABLE TO OPENNO VISIBLE PIPES#1423STORM INLETRIM=640.64IE 12" DIP S=636.94#1425STORM INLETRIM=640.65IE 12" DIP N=636.75IE 27" RCP E=636.45IE 12" RCP W=636.65#1424STORM INLETRIM=640.61IE 12" DIP S=636.91#1426STORM MHRIM=641.32IE 36" RCP N=635.82IE 36" RCP S=636.42IE 27" RCP W OFFSET,UNABLE TO MEAS.#1427SANITARY MHRIM=641.70IE 12" PVC N, S=627.10IE 12" PVC W=627.20#1413STORM MHRIM=644.39IE 36" RCP N, S=635.29IE W OFFSET,UNABLE TO MEAS.#1414SANITARY MHRIM=644.84IE 12" PVC N, S=625.84#1411STORM MHRIM=644.51IE 36" RCP E=635.71#1419WATER VALVE VAULTRIM=643.10TP 12" DIP N, S=637.80#1242STORM INLETRIM=644.24IE 48" RCP NE=633.44NO OTHER VISIBLE PIPE#1363STORM INLETRIM=644.09IE 12" RCP NE=640.49IE 12" RCP NW=639.99IE 8" PVC SE=640.09#1362STORM INLETRIM=644.50IE 8" PVC NW=642.70#1365STORM INLETRIM=644.21IE 12" RCP SW=641.41#1356STORM INLETRIM=644.64IE 8" PVC NW=642.79#1357STORM INLETRIM=644.45IE 12" RCP N=639.85IE 8" PVC S=642.25#1358STORM INLETRIM=643.78IE 12" RCP NE=639.28#1360STORM INLETRIM=643.69IE 12" RCP NW=639.69#1359STORM INLETRIM=643.71IE 12" RCP SE=639.51IE 12" RCP SW=639.31IE 15" RCP NW=639.01IE 12" RCP NE=639.31#1361STORM INLETRIM=643.74IE 12" RCP SW=639.59#1247STORM INLETRIM=643.61IE 12" RCP W=639.61#1248STORM INLETRIM=642.64IE 12" RCP SW=640.09#1249STORM INLETRIM=643.60IE 12" RCP NE, E=638.00IE 48" RCP E=634.05IE 15" RCP S=637.60IE W, OFFSET#1250STORM INLETRIM=643.60IE 12" RCP E=639.60#1253STORM MHRIM=643.94IE 48" RCP NE-633.44IE 48" RCP SW=633.19NO OTHER VISIBLE PIPES#1351STORM INLETRIM=643.25IE 12" RCP W=640.30#1342STORM INLETRIM=642.72IE 12" RCP N=640.02#1341STORM MHRIM=643.90IE 12" RCP N=638.50IE 12" RCP S=639.90IE 12" RCP E=639.10IE 18" RCP W=637.65#1340STORM INLETRIM=643.55IE 12" RCP W=638.85IE 12" RCP S=638.75#1339STORM INLETRIM=643.58IE 12" RCP E=639.58#1335STORM INLETRIM=643.68IE 12" RCP S=639.83#1334STORM MHRIM=644.34IE 12" RCP N=639.04IE 18" RCP E=637.29IE 18" RCP W=637.19#1332STORM MHRIM=644.53IE 12" RCP S=638.68IE 18" RCP E=636.73IE 18" RCP W=636.63#1331STORM INLETRIM=643.44IE 12" RCP N=640.54#1262STORM INLETRIM=643.44IE 12" RCP E=639.24#1261STORM INLETRIM=643.48IE 12" RCP NE=637.93IE 12" RCP W=638.48#1260STORM MHRIM=644.02IE 12" RCP SW=638.07IE 48" RCP W=633.02NO OTHER VIISIBLE PIPES#1258STORM INLETRIM=643.54IE 12" RCP N=639.04IE 12" RCP W=638.94IE 8" PVC E, OFFSET#1259STORM INLETRIM=641.69IE 12" RCP S=639.39643643643644642643643641642642642642642643644644643644644 644644644644644645644643 6446 4 4 64464 3 6 4 5 6456 4 4 64364464464364 3 6 4 3 6 4 2 642642642643643 6436436 4 3645645642642643 64 3644644 TUMA RD.FIR 5/8"FIP 1"FRMBASIS OF BEARINGSTHE BASIS OF BEARINGS IS THE STATE PLANECOORDINATE SYSTEM (SPCS) NAD 83 (2011) ZONE1201 (ILLINOIS EAST) WITH PROJECT ORIGIN ATLATITUDE: 41-39-34.25911 NLONGITUDE: 88-25-55.32882 WELLIPSOIDAL HEIGHT: 540.998 SFTGROUND SCALE FACTOR: 1.0000500335ALL MEASUREMENTS ARE ON THE GROUND.STATE PLANE MERIDIANGRAPHIC SCALEASPHALT PAVING OR WATER (LABELED)EXISTING CONTOUR LINEEXISTING FENCELINE (CHAIN LINK)EXISTING FENCELINE (WOOD)EXISTING FENCELINE (WIRE)UNDERGROUND CABLE TVUNDERGROUND ELECTRICUNDERGROUND TELEPHONECURBEXISTING BUILDINGMARSH AREAWETLANDSDEPRESSED CURBUNPAVED ROADCONCRETEWATER MAINEDGE OF WATEROVERHEAD WIRESSANITARY SEWERSTORM SEWERRAILROAD TRACKSGAS MAINGUARDRAILEXISTING SPOT ELEVATIONCMP CORRUGATED METAL PIPERCP REINFORCED CONCRETE PIPEFES FLARED END SECTIONEXISTING EDGE OF PAVEMENT ELEVATIONEXISTING TOP OF CURB ELEVATIONCONC. CONCRETEDUCTILE IRON PIPESTORM DRAINSANITARY SEWERSANDIPSDINV INVERTBW BOTTOM OF WALLBIT. BITUMINOUSMH MANHOLECW CONCRETE WALKTW TOP OF WALLTP TOP OF PIPEBW BACK OF WALK782.62782.62782.12VCP VITRIFIED CLAY PIPEEP EDGE OF PAVEMENTTC TOP OF CURBGUT GUTTERF.L. FLOW LINEDEP DEPRESSED CURBFRM. FRAMEBRK. BRICKA.P. ACCESSIBLE PARKINGT.F. TOP OF FOUNDATIONF.F. FINISHED FLOORABBREVIATIONSLEGENDCB CHORD BEARINGN NORTHS SOUTHE EASTW WESTR RADIUSA ARC LENGTHP.U.E. PUBLIC UTILITY EASEMENTU.E. UTILITY EASEMENTD.E. DRAINAGE EASEMENTPT POINT OF TANGENCYPC POINT OF CURVATUREPRC POINT OF REVERSE CURVATUREPCC POINT OF COMPOUND CURVATUREINFORMATION TAKEN FROM DEEDEXCEPTION TO BLANKET EASEMENTM.U.E. MUNICIPAL UTILITY EASEMENTI.E. INGRESS & EGRESS EASEMENT<DEED>[CALC]CALCULATED DATUMMEASURED DATUM(REC)RECORD DATUMMEAS.ETBEGUY POLEUTILITY POLETRAFFIC LIGHTFIBER OPTIC CABLE LINEWATER METERPUBLIC PAY TELEPHONEPARKING METERGAS METERHEADWALLTELEPHONE PEDESTALMAILBOXCABLE TV PEDESTALTRAFFIC LIGHT POLELIGHT STANDARDELECTRIC MANHOLETELEPHONE MANHOLEELECTRIC METERTRAFFIC CONTROL VAULTTRANSFORMER PADPAINTED TELEPHONE LINEPAINTED ELECTRIC LINETRAFFIC CONTROL BOXELECTRIC PEDESTALELECTRIC VAULTELECTRICAL JUNCTION BOXELECTRIC SERVICE OUTLET BOXHANDHOLEPOWER POLEANCHORBASKETBALL HOOPW/ TRUNK SIZE W/ TRUNK SIZE DECIDUOUS TREE PIPELINE MARKERPAINTED GAS LINEGAS VALVE VAULTNON-DECIDUOUS TREE GAS VALVEGAS METERWATER VALVEWATER VALVE VAULTPAINTED WATER LINEIRRIGATION HEADWETLAND MARKERMONITORING WELLPOST INDICATOR VALVEWELL HEADHOSE BIBPOSTB-BOXSIGNHYDRANTSTORM INLETSANITARY MANHOLESTORM MANHOLECURB INLETFLARED END SECTIONFLAGPOLECLEANOUTQUARTER SECTION CORNERSECTION CORNERAIR CONDITIONER PAD/UNITELECTRIC TRANSFORMER PADSB#BUSHSOIL BORING HOLE W/ NUMBERUNDERGROUND CABLE TV(ATLAS INFO.)UNDERGROUND FIBER OPTIC CABLE(ATLAS)UNDERGROUND ELECTRIC(ATLAS INFO.)UNDERGROUND TELEPHONE(ATLAS INFO.)GAS MAIN(ATLAS INFO.)WATER MAIN (ATLAS INFO.)SANITARY SEWER(ATLAS INFO.)STORM SEWER(ATLAS INFO.)FOUND IRON RODFOUND PK NAILSET TRAVERSE POINTFOUND DISK IN CONCRETEFOUND ROW MARKERFOUND RAILROAD SPIKESET PK NAILSET IRON PIPEFOUND IRON BARFOUND BRASS DISCSET CONCRETE MONUMENT WITH BRASS DISCFOUND IRON PIPEFIPSIPSBMFIBSPKFBDFIRFPKFRSTPSET CONCRETE MONUMENT WITH IRON PIPESCMFOUND CUT CROSSFCCFOUND MAG NAILFMGSET MAG NAILSMGPROPERTY LINEEXISTING LOT LINEPROPOSED EASEMENT LINEEX. & PRO. BUILDING SETBACK LINEEXISTING EASEMENT LINESECTION LINEPROPOSED LOT LINEEX. & PRO. CENTERLINEEXISTING RIGHT-OF-WAY LINEPROPOSED RIGHT-OF-WAY LINEIRRIGATION CONTROL VALVEPART OF THE WEST 1/2 OF THE NORTHWEST 1/4 OF SECTION 27 AND PART OF THE EAST 1/2 OF THE NORTHEAST 1/4 OF SECTION 28,BOTH IN TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN KENDALL COUNTY, ILLINOIS.REVISIONS DATENO.DESCRIPTION NO. DATE DESCRIPTIONPREPARED FOR: of1" =SCALE: PROJECT MANAGER:DRAFTING COMPLETED: CHECKED BY:FIELD WORK COMPLETED: DRAWN BY:SHEET NO. Project No: Group No: 7325 Janes Avenue, Suite 100Engineers Scientists Surveyors v3co.com 630.724.0384 fax 630.724.9200 voice Woodridge, IL 60517 Issaquah, WA 98027 999 Lake Drive 425.313.6052 Issaquah, WA 98027 EJM 3340' COSTCO WHOLESALE - YORKVILLE, IL ALTA/ NSPS LAND TITLE SURVEY & TOPOGRAPHIC SURVEY SPK EJM Costco Wholesale, Yorkville, ILNWC US 34/VETERANS & COUNTYSIDE - W#, CW23-0023ALTA/ NSPS LAND TITLE SURVEY & TOPOGRAPHIC SURVEYOF240757 08/16/24 09/03/24 VP01.1 1 09/23/24 REVISE PER COMMENT - MH PER PRIOR SURVEY 2 10/28/24 REVISED "NOTES FROM SCHEDULE B" TABLE N:\2024\240757\Drawings\ACAD\SVY\VP01.1\ALTTOP240757_R2.dwg, 10/28/2024 10:57:25 AM, emurray COUNTRYSIDE PKWYE. VETERANS PKWY HWY34EXISTINGTRAFFICSIGNALFULLACCESSEXISTINGTRAFFICSIGNALFULL ACCESSCAUTIONCAUTION CAUTIONCAUTION CAUTION CAUTIONENTRYEXIT vvvCAUTIONCAUTION CAUTIONCAUTION CAUTIONCAUTION CAUTI O N DETENTION POND~3.39 ACRES(147,669 SF)FULL ACCESSCAUTIONCAUTIONCAUTIONCAUTION CAUTIONC A U T I O N RIROMcHUGH ROAD EXISTING SIGNLOT 32.70 ACRES(117,583 SF)LOT 24.20 ACRES(182,819 SF)ONLYON L Y O N L Y O N L Y ONLYONLY7 2 ' 6 2 ' 6 2 ' 6 4 ' 7 0 ' 6 2 ' 6 2 ' 6 4 ' 6 2 ' 6 2 ' 6 4 ' 3 0 '30'24'7 2 '35'155'-11"40'2 4 '184'-10"6 4 ' 4 0 '36'36'36'1 1 ' 1 1 ' 1 1 ' 2 4 ' 20' 2 0 '50'60'-8"37'-7"37'-3"45'COSTCO TORELOCATESIGNONLY ONLYONLYPROPANE CAGEBICYCLEPARKINGTRELLISFIRE DEPT ROOMMECHANICAL ROOMMSB ROOMTRANSFORMERTIRECENTER64'-2"507'-9"246'-7"1201'276'-7"212222323432222015614229343234323430315840524752514114211107399248FULLACCESSLOT 126.24 ACRES(1,143,038 SF)516'-8"271'-3"FULLACCESSGUARDRAILGUARDRAIL20' PARKINGSETBACK50' BUILDINGSETBACK7 0 ' 6 4 ' 24'20' PARKINGSETBACK20' PARKINGSETBACK20'30'64'68'11'62'64'62'40' 6 2 '4123038955910FUTURE EMPLOYEE PARKING(NET GAIN 101 STALLS)3 2 ' 3 2 '0 40' 80' 160'1" = 80'-0"CLIENT:PROJECT ADDRESS:PROJECT DATACOSTCO WHOLESALE999 LAKE DRIVEISSAQUAH, WA 98027SWC OF MCHUGH ROAD &EAST COUNTRYSIDE PKWYYORKVILLE, IL© MG2, Inc. All rights reserved. No part of this document may be reproducedin any form or by any means without permission in writing from MG2.COSTCO WHOLESALESITE PLANY O R K V I L L E , I L L I N O I SD E C E M B E R 2 0 , 2 0 2 422-6229-01DECEMBER 20, 2024SITE PLANDD11-07YORKVILLE, ILPARKING DATA:10' WIDE STALLSACCESSIBLE STALLSBUILDING DATA:JURISDICTION:ZONING:NO. OF STALLS PER 1,000 SQ. FT. OF NETBUILDING AREA:TOTAL PARKING:##SITE DATA:INCLUDES:UNITED CITY OF YORKVILLEB-3 GENERAL BUSINESS DISTRICT, PUD956 STALLS837 STALLS18 STALLS6.22 STALLSNOTES:EXISTING CONDITIONS BASED ON SURVEYBY V3 COMPANIESINCLUDES:LOT 1 (COSTCO):26.24 ACRES (1,143,038 SF)LOT 2:4.20 ACRES (182,819 SF)LOT 3:2.70 ACRES (117,583 SF)TOTAL SITE AREA:33.14 ACRES (1,443,461 SF)INCLUDES 3.39 AC DETENTION PONDTOTAL BUILDING FOOTPRINT AREA:NET SALES FLOORGROSS MECHANICAL / FIRE / MSBINCLUDES:NET ENCLOSED CANOPYBUILDING ENVELOPE161,562 SF2,266 SF3,560 SF1,916 SF153,820 SFFUTURE STALLS (NET GAIN)#101 STALLSREQACTUALWAREHOUSE FUELSETBACKS FRONT50' 507'-9" 60'-8" SIDE20' 64'-2" / 246'-7" 271'-3" REAR30' 510'-8" 1,201' PARKING (VETERANS) 20' 276'-7" N/A PARKING (ALL OTHER) 20' 20'N/ABUILDING HEIGHT (MAX) 80' 32'-0"18'-6"LOT COVERAGE (MAX) 80% 65.4% (LOT 1 ONLY) E. VETERANS PKWY HWY34N. BRIDGE STREET47 COUNTRYSIDE PKWYE. VETERANS PKWY HWY34FULLACCESSEXISTINGTRAFFIC SIGNALEXISTINGTRAFFIC SIGNALEXISTINGTRAFFIC SIGNALFULL ACCESSCAUTIONCAUTION CAUTIONCAUTION CAUTION CAUTIONvv vCAUTIONCAUTION CAUTIONCAUTION CAUTIONCAUTION CAUTION DETENTION POND~3.39 ACRES(147,669 SF)FULL ACCESSCAUTIONCAUTIONCAUTIONCAUTION CAUTIONC A U T I O N RIROMcHUGH ROAD COSTCO TORELOCATESIGNEXISTING SIGNLOT 32.70 ACRES(117,583 SF)LOT 24.20 ACRES(182,819 SF)ONLYONL Y O N L Y O N L Y ONLYONLY3 2 1 4 5 A B C D ONLY ONLYONLY2122223234322220156142293432343234303158405247525141142111073992484123038955910FULLACCESSFULLACCESSLOT 126.24 ACRES(1,143,038 SF)20' PARKINGSETBACK50' BUILDINGSETBACK0 75' 150' 300'1" = 150'© MG2, Inc. All rights reserved. No part of this document may be reproducedin any form or by any means without permission in writing from MG2.COSTCO WHOLESALEAERIAL SITE PLANY O R K V I L L E , I L L I N O I SD E C E M B E R 2 0 , 2 0 2 422-6229-01DECEMBER 20, 2024AERIAL SITE PLANDD12-07YORKVILLE, ILPROJECT DATACLIENT:PROJECT ADDRESS:COSTCO WHOLESALE999 LAKE DRIVEISSAQUAH, WA 98027SWC OF MCHUGH ROAD &EAST COUNTRYSIDE PKWYYORKVILLE, ILPARKING DATA:BUILDING DATA:JURISDICTION:ZONING:SITE DATA:UNITED CITY OF YORKVILLEB-3 GENERAL BUSINESS DISTRICT, PUDNOTES:EXISTING CONDITIONS BASED ON SURVEYBY V3 COMPANIESINCLUDES:LOT 1 (COSTCO):26.24 ACRES (1,143,038 SF)LOT 2:4.20 ACRES (182,819 SF)LOT 3:2.70 ACRES (117,583 SF)TOTAL SITE AREA:33.14 ACRES (1,443,461 SF)INCLUDES 3.39 AC DETENTION PONDTOTAL BUILDING FOOTPRINT AREA:NET SALES FLOORGROSS MECHANICAL / FIRE / MSBINCLUDES:NET ENCLOSED CANOPYBUILDING ENVELOPE161,562 SF2,266 SF3,560 SF1,916 SF153,820 SFREQACTUALWAREHOUSE FUELSETBACKS FRONT50' 507'-9" 60'-8" SIDE20' 64'-2" / 246'-7" 271'-3" REAR30' 510'-8" 1,201' PARKING (VETERANS) 20' 276'-7" N/A PARKING (ALL OTHER) 20' 20'N/ABUILDING HEIGHT (MAX) 80' 32'-0"18'-6"LOT COVERAGE (MAX) 80% 65.4% (LOT 1 ONLY)10' WIDE STALLSACCESSIBLE STALLSNO. OF STALLS PER 1,000 SQ. FT. OF NETBUILDING AREA:TOTAL PARKING:##INCLUDES:956 STALLS837 STALLS18 STALLS6.22 STALLSFUTURE STALLS (NET GAIN)#101 STALLS E. COUNTRYSIDE PARKWA Y McHUGH (E. VETERANS PARKWAY)US ROUTE 34 FRM FRM FRM FIP 1" FIP 1" FIR 5/8" FIP 1" FIP 1" FIP 1" FIP 1"FRM FIP 1" FIP 1" FIP 1" FIP 1" FIP 1" FIP 1" FIP 1" FRM FRM FCC FRM FRM FIR 5/8" FRM FRM FIP 1" FIP 1" FRM FRM FIP 1" FIP 1" FIP 1" FIP 1" P.O.B. S O U T H E R L Y R . O . W . L I N E O F C O U N T R Y S I D E P A R K W A Y NOR T H E R L Y R. O. W. LI N E O F U S R O U T E 3 4 P E R DOC. 2 0 0 2- 0 0 0 0 8 9 7 3 & D O C. 2 0 0 2- 0 0 0 0 7 7 5 5 VARI B L E WI D T H R. O. W. H E R E T O F O R E D E DI C A T E D P E R D O C. 2 0 0 2- 0 0 0 0 8 9 7 3, DOC. 2 0 0 2- 0 0 0 0 7 7 5 5 & D O C 2 0 1 5- 0 0 0 1 6 9 8 2 EASTERLY R.O.W. LINE OF McHUGH ROADAT CORNER AT CORNER AT CORNER 0.09' N 0.09' E 0.07' S 0.06' E AT CORNER AT CORNER 0.19' N 0.47' W 0.89' N 0.36' W 0.28' N 0.64' E N04° 03' 34"W 183.64'A=114.80' R=460.00' CB=N03°05'24"E CL=114.50'N10° 14' 24"E 300.40'A=309.47'R=1040.00'CB=N01°42'55"ECL=308.33'N06° 48' 34"W 250.39'A=87.86' R=460.00' CB=N01°20'16"W CL=87.73'N04° 08' 04"E 226.43'A=39.27' R=25.00' CB=N49°08'04"E CL=35.36' S85° 51' 56"E 338.21' A=1240.81' R =1390.03' CB=S60°17'32"E C L=1200.0 2' S34° 43' 09"E 54.07' S12° 54' 17"W 19.34' S40° 33' 18"W 47.46' S55° 1 7' 1 9" W 9 5 6. 6 4' S61° 07' 25"W 50.67' A =4 4 6 .6 1 'R =1 3 6 2 .3 9 'C B =S 6 4 °4 0 '4 7 "W C L =4 4 4 .6 2 'S81° 03' 21"W 47.72'A=113.46' R=1357.39' CB=S78°36'13"W CL=113.42' N67° 05' 34"W 54.25' S86° 02' 05"W 1.41' AT CORNER 0.11' S'LY 0.02 E'LY FIR 5/8" FIP 1" FRM AT CORNER AT CORNER 0.67' E'LY 0.99' S'LY 100 . 0 0 ' 10 FT. P.U.E PER DOC. 200-00012933 10'10 FT. P.U.E PER DOC. 200-00012933 10.00'20 FT. P.U. & D.E. PER DOC. 200-00012933 20 FT. P.U. & D.E. PER DOC. 200-0001293320'0.75' SW 1.09 NW 1.27' SE'LY 1.76' SW'LY NOR T H E R L Y R. O. W. LI N E O F U S R O U T E 3 4 P E R DOC. 2 0 1 5- 0 0 0 1 6 9 8 2 (S67°11'16"E) (54.80') (N60°57'04"E) (50.77')(CB=N 6 4° 4 1' 1 9" E) (A=44 6. 5 4' ) (CB=N78°27'48"E) (A=113.01') (N81°05'26"E) (47.73')(N55° 1 7' 5 6" E)(955. 0 0') (N40°39'13"E)(S12°50'13"W)(77.16')(S55° 1 2' 3 8" W) ( 9 7 6. 5 1') (CB= S 6 7 ° 5 3' 1 4 " W) ( A = 6 1 6. 3 9' ) ( R = 1 3 9 0. 0 0' ) (N6 7 ° 0 9 ' 3 8 " W ) (97. 3 1 ) (S85°58'01"W)(N04°07'38"W)(CB=N03°01'21"E)(N10°10'20"E)(CB=N01°38'51"E)(N06°52'38"W)(CB=N01°24'19"W)(N04°04'00"E)(CB=N49°04'00"E)(S85°56'00"E) (C B = S 6 0 ° 2 1 ' 3 6 " E ) (S34°47'13"E) (S12°50'13"W) 80.00'110.00'20'110' R. O . W . H E R E T O F O R E D E D I C A T E D PER D O C . 2 0 0 0 - 0 0 0 0 9 6 5 5 ROAD 80' R.O.W. HERETOFORE DEDICATEDPER DOC. 2000-00009655427. 9 4' S34° 42' 41"E 50.53'S10° 06' 11"E208.75'A =1 6 7 .4 3 '297. 1 0'N34° 38 ' 00 "W 255 .75 'A= 1 7 7 . 0 6 ' 708. 0 8' 659. 5 4' N55° 1 7' 1 9" E 1 1 3 6. 0 2' A=1063.75' A =2 7 9 .1 9 'LOT 1 LOT 2 LOT 3 15' C.U.E. HEREBY GRANTED C.U.E. HEREBY GRANTED C.U. E. HER E B Y G R A N T E D 15' C. U. E. HER E B Y G R A N T E D 15' C.U.E. HEREBY GRANTED 15' C. U. E. HER E B Y G R A N T E D 15' 15' C. U. E. HERE B Y G R A N T E D 15'C.U.E. HEREBY GRANTED 100 FT. DRAINAGE EASEMENTPER DOC. 200-00012933CONCRETE MONUMENT TO BE SET CONCRETE MONUMENT TO BE SET 50' BUILDING SETBACK LINE 50' B UI L DI N G S E T B A C K LI N E 20' B UI L DI N G SET B A C K LI N E 20' B UI L DI N G SET B A C K LI N E 20' B UI L DI N G SET B A C K LI N E S.M.E. HEREBY GRANTED 20' B UI L DI N G SET B A C K LI N E 50' B U I L D I N G SETB A C K L I N E 50' BUILDINGSETBACK LINE15'15' A =136.36'A =136.36'15'15' S85° 36' 30"W 15.00' A=43.89' VICINITY MAP NOT TO SCALE 1,443,461 SQ. FT. AREA 33.1373 ACRES BASIS OF BEARINGS THE BASIS OF BEARINGS IS THE STATE PLANE COORDINATE SYSTEM (SPCS) NAD 83 (2011) ZONE 1201 (ILLINOIS EAST) WITH PROJECT ORIGIN AT LATITUDE: 41-39-34.25911 N LONGITUDE: 88-25-55.32882 W ELLIPSOIDAL HEIGHT: 540.998 SFT GROUND SCALE FACTOR: 1.0000500335 ALL MEASUREMENTS ARE ON THE GROUND.STATE PLANE MERIDIANGRAPHIC SCALE SITE REVISIONS DATENO.DESCRIPTION7325 Janes Avenue, Suite 100Engineers Scientists Surveyors v3co.com 630.724.0384 fax 630.724.9200 voice Woodridge, IL 60517 PREPARED FOR: of1" =SCALE: PROJECT MANAGER:DRAFTING COMPLETED: CHECKED BY:FIELD WORK COMPLETED: DRAWN BY:SHEET NO. Project No: Group No: Costco Wholesale Corporation 730 Lake Drive Issaquah, WA 98027 425.313.6052 DEF 3180' COSTCO WHOLESALE, YORKVILLE, IL FINAL PLAT OF SUBDIVISION SPK EJM COSTCO WHOLESALE FINAL PLAT OF SUBDIVISION OF 240757 N/A 10/29/24 VP04.1 ENGINEER / SURVEYOR OWNER Costco Wholesale Corporation 730 Lake Drive Issaquah, Washington 98027 425 313 6052 Contact: Steve Cross V3 Companies, Ltd. 7325 Janes Avenue Woodridge, Illinois 60517 630 724 9200 Project Managers: Dan Free, P.E. dfree@v3co.com Edward J. Murray, P.L.S. emurray@v3co.com SUBDIVISION BOUNDARY LINE PROPOSED EASEMENT LINE BUILDING SETBACK LINE EXISTING EASEMENT LINE SECTION LINE SECTION CORNER10 11 3 2 LEGEND EXISTING LOT LINE PROPOSED LOT LINE UNDERLYING LOT LINE NOTES 1. ONCE THE PLAT SHOWN HEREON IS RECORDED AND UPON COMPLETION OF CONSTRUCTION, 5/8" IRON RODS WITH PLASTIC CAPS SHALL BE SET AT ALL LOT CORNERS AND CHANGES IN GEOMETRY, UNLESS SHOWN OTHERWISE. 2. ALL MEASUREMENTS AND DISTANCES ARE SHOWN IN FEET AND DECIMAL PARTS THEREOF. ARC DISTANCES ARE ALONG ALL CURVES. 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 PRINCIPAL MERIDIAN, IN KENDALL COUNTY, ILLINOIS. TOTAL LOT 1 LOT 2 LOT 3 1,143,210 SQ. FT.26.2445 ACRES 182,819 SQ. FT.4.1969 ACRES 117,432 SQ. FT.2.6959 ACRES 1. 11/11/24 REVISED CROSS ACCESS EASEMENT, ADD BSL IDOT ACCESS NOTES 1. THERE SHALL BE AT MOST ONE (1) FULL VEHICULAR ACCESS POINT TO US ROUTE 34 (VETERANS PARKWAY) FROM LOT 2 AND 3 AS DEPICTED HEREON. 2. THERE SHALL BE NO DIRECT VEHICULAR ACCESS TO US ROUTE 34 (VETERANS PARKWAY) FROM LOT 1. 3. ALL OTHER ACCESS SHALL BE VIA INTERNAL CIRCULATION. 2. 11/13/24 REVISED PER COMMENTS 3. 12/18/24 REVISED PER VILLAGE COMMENT LETTER DATED 12/05/24 BUILDING SETBACK LINEB.S.L. W WEST E EAST S SOUTH N NORTH PU&DE PUBLIC UTILITY & DRAINAGE EASEMENT CALCULATED DATUM0.00' (0.00')RECORD DATUM SET CONCRETE MONUMENT CB CHORD BEARING A ARC LENGTH R RADIUS D.E. DRAINAGE EASEMENT FOUND IRON PIPE W/SIZEFIP SANITARY SEWER EASEMENTS.S.E. CL CHORD LENGTH N:\2024\240757\Drawings\ACAD\SVY\VP04.1\FNL240757_R3.dwg, 12/19/2024 8:49:20 AM, emurray E. COUNTRYSIDE PARKWA Y McHUGH (E. VETERANS PARKWAY)US ROUTE 34 100 . 0 0 ' 10 FT. P.U.E PER DOC. 200-00012933 10'10 FT. P.U.E PER DOC. 200-00012933 10.00'20 FT. P.U. & D.E. PER DOC. 200-00012933 20 FT. P.U. & D.E. PER DOC. 200-0001293320'20'ROAD LOT 1 LOT 2 LOT 3 15' C.U.E. HEREBY GRANTED C.U.E. HEREBY GRANTED C.U. E. HER E B Y G R A N T E D 15' C. U. E. HER E B Y G R A N T E D 15' C.U.E. HEREBY GRANTED 15' C. U. E. HER E B Y G R A N T E D 15' 15' C. U. E. HERE B Y G R A N T E D 15'C.U.E. HEREBY GRANTED 100 FT. DRAINAGE EASEMENTPER DOC. 200-00012933S.M.E. HEREBY GRANTED S15° 09' 38"W 214.30'S55° 1 6' 1 4" W 3 9 9. 7 7' S80°09'14"W 87.65'N05° 54' 33"W 235.46'N03° 55' 12"E 257.30'S48° 03' 15" W 213.55' S55° 1 7' 2 0" W 7 1 6. 8 9' N34° 42' 40"W 15.00' N55° 1 7' 2 0" E 7 1 5. 9 4' N48°03'15" E 212.54'15'15' S55° 17' 19"W 20.16' A=9.53' A=5.47' A=15.00' A=15.03' A =6 8 .5 9 'A=29.52' S85° 51' 56"E 19.49' S85° 51' 56"E 343.21' A =136.36'N34° 47 ' 22 "W 324 .29 'N10° 16' 42"E 157.07'N79°43'1 8 " W 106.43'N34° 42 ' 41 "W 314 .18 ' S85° 44' 51"W 9.86' N85° 44' 51"E 1.09' N10° 16' 42"E 71.97' N55° 1 7' 1 9" E 5 0 2. 6 1' S79°43'1 8 " E 98.98'S34°43 '18 "E100.79 ' S10° 17' 19"W 10.91' S34° 42' 41"E 13.79' S79° 42' 41"E 10.92'S34° 43 ' 18 "E 197 .10 'S10°16'42"W97.03'S55° 17' 19"W 46.12' S10° 17' 19"W 12.15' S55° 1 6' 4 2" W 2 4 6. 9 8' N79° 42' 41"W 12.22' S55° 17' 19"W 13.79' S10° 17' 19"W 12.22' S55° 1 6' 4 2" W 1 3 0. 2 3' N79° 43' 18"W 8.47'S10° 16' 42"W 150.85'S34° 47 ' 22 "E 319 .03 ' S55° 1 6' 4 2" W 117. 8 1' S10° 17' 19"W 12.23' S55° 17' 19"W 26.21' N79° 42' 41"W 12.22'S55° 1 6' 4 2" W 2 3 4. 5 5' S10° 17' 19"W 12.16' S55° 17' 19"W 46.12'S10°16'42"W84.60'S34° 43 ' 18 "E 184 .67 ' S79° 42' 41"E 10.92' S34° 42' 41"E 26.21' S10° 17' 19"W 10.91'S34°43 '18 "E88.36 ' S79°43'1 8 " E 86.55' N55° 1 7' 1 9" E 4 9 0. 1 8' N10° 16' 42"E 59.43'N34° 42 ' 41 "W 319 .27 ' N79°43'1 8 " W 117.48'15'15'STATE PLANE MERIDIANGRAPHIC SCALE REVISIONS DATENO.DESCRIPTION7325 Janes Avenue, Suite 100Engineers Scientists Surveyors v3co.com 630.724.0384 fax 630.724.9200 voice Woodridge, IL 60517 PREPARED FOR: of1" =SCALE: PROJECT MANAGER:DRAFTING COMPLETED: CHECKED BY:FIELD WORK COMPLETED: DRAWN BY:SHEET NO. Project No: Group No: Costco Wholesale Corporation 730 Lake Drive Issaquah, WA 98027 425.313.6052 DEF 3280' COSTCO WHOLESALE, YORKVILLE, IL FINAL PLAT OF SUBDIVISION SPK EJM COSTCO WHOLESALE FINAL PLAT OF SUBDIVISION OF 240757 N/A 10/29/24 VP04.1 BUILDING SETBACK LINEB.S.L. SUBDIVISION BOUNDARY LINE PROPOSED EASEMENT LINE BUILDING SETBACK LINE EXISTING EASEMENT LINE SECTION LINE SECTION CORNER10 11 3 2 LEGEND W WEST E EAST S SOUTH N NORTH PU&DE PUBLIC UTILITY & DRAINAGE EASEMENT CALCULATED DATUM0.00' (0.00')RECORD DATUM SET CONCRETE MONUMENT CB CHORD BEARING A ARC LENGTH R RADIUS D.E. DRAINAGE EASEMENT EXISTING LOT LINE PROPOSED LOT LINE FOUND IRON PIPE W/SIZEFIP UNDERLYING LOT LINE 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 PRINCIPAL MERIDIAN, IN KENDALL COUNTY, ILLINOIS. 1. 11/11/24 REVISED CROSS ACCESS EASEMENT, ADD BSL SANITARY SEWER EASEMENTS.S.E. 2. 11/13/24 REVISED PER COMMENTS 3. 12/18/24 REVISED PER VILLAGE COMMENT LETTER DATED 12/05/24 CL CHORD LENGTH N:\2024\240757\Drawings\ACAD\SVY\VP04.1\FNL240757_R3.dwg, 12/19/2024 8:46:39 AM, emurray COUNTY CLERK'S CERTIFICATE STATE OF ILLINOIS ) )SS COUNTY OF KENDALL ) I, _______________________________, COUNTY CLERK OF KENDALL COUNTY, ILLINOIS, DO HEREBY CERTIFY THAT THERE ARE NO DELINQUENT GENERAL TAXES, NO UNPAID CURRENT TAXES, NO UNPAID FORFEITED TAXES, AND NO REDEEMABLE TAX SALES AGAINST ANY OF THE LAND INCLUDED IN THE PLAT HEREIN DRAWN. I FURTHER CERTIFY THAT I HAVE RECEIVED ALL STATUTORY FEES IN CONNECTION WITH THE PLAT HEREIN DRAWN. GIVEN UNDER MY HAND AND SEAL OF THE COUNTY CLERK AT YORKVILLE, ILLINOIS, THIS _________DAY OF _____________________ 20__. ______________________________________________ COUNTY CLERK RECORDER'S CERTIFICATE STATE OF ILLINOIS ) )SS COUNTY OF KENDALL ) THIS INSTRUMENT NO. _________________________ WAS FILED FOR RECORD IN THE RECORDER'S OFFICE OF KENDALL COUNTY, ILLINOIS, ON THIS _______ DAY OF ____________________, 20__, AT ______________ O'CLOCK ___.M. ___________________________________________ KENDALL COUNTY RECORDER SURFACE WATER STATEMENT STATE OF ILLINOIS ) ) SS COUNTY OF DUPAGE ) TO THE BEST OF OUR KNOWLEDGE AND BELIEF THE DRAINAGE OF SURFACE WATERS WILL NOT BE CHANGED BY THE CONSTRUCTION OF SUCH SUBDIVISION OR ANY PART THEREOF, OR, THAT IF SUCH SURFACE WATER DRAINAGE WILL BE CHANGED, REASONABLE PROVISION HAS BEEN MADE FOR COLLECTION AND DIVERSION OF SUCH SURFACE WATERS INTO PUBLIC AREAS, OR DRAINS WHICH THE SUBDIVIDER HAS A RIGHT TO USE, AND THAT SUCH SURFACE WATERS WILL BE PLANNED FOR IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING PRACTICES SO AS TO REDUCE THE LIKELIHOOD OF DAMAGE TO THE ADJOINING PROPERTY BECAUSE OF THE CONSTRUCTION OF THE SUBDIVISION. DATED THIS _____________ DAY OF ____________________ A.D., 20__. _______________________________ ___________________________ IL. REGISTERED PROFESSIONAL ENG. OWNER OR ATTORNEY FOR OWNER ___________________________________ STATE REGISTRATION NUMBER ___________________________________ REGISTRATION EXPIRATION DATE REVISIONS DATENO.DESCRIPTION7325 Janes Avenue, Suite 100Engineers Scientists Surveyors v3co.com 630.724.0384 fax 630.724.9200 voice Woodridge, IL 60517 PREPARED FOR: of1" =SCALE: PROJECT MANAGER:DRAFTING COMPLETED: CHECKED BY:FIELD WORK COMPLETED: DRAWN BY:SHEET NO. Project No: Group No: Costco Wholesale Corporation 730 Lake Drive Issaquah, WA 98027 425.313.6052 DEF 33N/A COSTCO WHOLESALE, YORKVILLE, IL FINAL PLAT OF SUBDIVISION SPK EJM COSTCO WHOLESALE FINAL PLAT OF SUBDIVISION OF 240757 N/A 10/29/24 VP04.1 CITY ENGINEER'S CERTIFICATE STATE OF ILLINOIS ) ) SS COUNTY OF KENDALL ) I, _____________________________________, CITY ENGINEER FOR THE UNITED CITY OF YORKVILLE, DO HEREBY CERTIFY THAT THE REQUIRED IMPROVEMENTS HAVE BEEN INSTALLED OR THE REQUIRED GUARANTEE COLLATERAL HAS BEEN POSTED FOR THE COMPLETION OF ALL REQUIRED IMPROVEMENTS. DATED AT YORKVILLE, ILLINOIS THIS DAY OF_____________, 20__. _________________________ CITY ENGINEER KENDALL COUNTY RIGHT TO FARM STATEMENT NOTICE: KENDALL COUNTY HAS A LONG, RICH TRADITION IN AGRICULTURE AND RESPECTS THE ROLE THAT FARMING CONTINUES TO PLAY IN SHAPING THE ECONOMIC VIABILITY OF THE COUNTY. PROPERTY THAT SUPPORTS THIS INDUSTRY IS INDICATED BY A ZONING INDICATOR - A-1 OR AG SPECIAL USE. ANYONE CONSTRUCTING A RESIDENCE OR FACILITY NEAR THIS ZONING SHOULD BE AWARE THAT NORMAL AGRICULTURAL PRACTICES MAY RESULT IN OCCASIONAL SMELLS, DUST, SIGHTS, NOISE, AND UNIQUE HOURS OF OPERATION THAT ARE NOT TYPICAL IN OTHER ZONING AREAS. OWNERSHIP CERTIFICATE STATE OF ___________ ) ) SS COUNTY OF __________ ) THIS IS TO CERTIFY THAT _________________________________________________, IS THE FEE SIMPLE OWNER OF THE PROPERTY DESCRIBED IN THE FOREGOING SURVEYOR'S CERTIFICATE AND HAS CAUSED THE SAME TO BE SURVEYED, SUBDIVIDED, AND PLATTED AS SHOWN HEREON FOR THE USES AND PURPOSES HEREIN SET FORTH AS ALLOWED AND PROVIDED FOR BY STATUTE, AND DOES HEREBY ACKNOWLEDGE AND ADOPT THE SAME UNDER THE STYLE AND TITLE THEREON INDICATED. THE UNDERSIGNED HEREBY DEDICATES FOR PUBLIC USE THE LANDS SHOWN ON THIS PLAT FOR THOROUGHFARES, STREETS, ALLEYS AND PUBLIC SERVICES; AND HEREBY ALSO RESERVES FOR ANY ELECTRIC, GAS, TELEPHONE, CABLE TV OR OTHER TELECOMMUNICATIONS COMPANY UNDER FRANCHISE AGREEMENT WITH THE UNITED CITY OF YORKVILLE, THEIR SUCCESSORS AND ASSIGNS, THE EASEMENT PROVISIONS WHICH ARE STATED HEREON. THE UNDERSIGNED FURTHER CERTIFY THAT ALL OF THE LAND INCLUDED IN THIS PLAT LIES WITHIN THE BOUNDARIES OF YORKVILLE COMMUNITY UNIT SCHOOL DISTRICT 115. DATED AT _____________, ________, THIS ______ DAY OF ___________, 20__. ____________________________________ CORPORATE NAME ____________________________________ COMPLETE ADDRESS BY: ________________________ ____________________ PRESIDENT Printed Name ________________________ ______________________ SECRETARY Printed Name NOTARY CERTIFICATE STATE OF _____________ ) ) SS COUNTY OF ___________ ) I, _________________________, A NOTARY PUBLIC IN AND FOR THE COUNTY AND STATE AFORESAID, DO HEREBY CERTIFY THAT ______________________________________ AND ___________________________, PERSONALLY KNOWN TO ME TO BE THE PRESIDENT AND SECRETARY OF _______________________________________, AS SHOWN ABOVE, APPEARED BEFORE ME THIS DAY AND ACKNOWLEDGED THAT AS SUCH OFFICERS, THEY SIGNED AND DELIVERED THE SAID INSTRUMENT AND CAUSED THE CORPORATE SEAL TO BE AFFIXED THERETO AS THEIR FREE AND VOLUNTARY ACT AND AS THE FREE AND VOLUNTARY ACT OF SAID CORPORATION, FOR THE USES AND PURPOSES THEREIN SET FORTH. GIVEN UNDER MY HAND AND NOTARIAL SEAL THIS _______ DAY OF _______________, 20__. ______________________________ NOTARY PUBLIC CITY COUNCIL CERTIFICATE STATE OF ILLINOIS ) ) SS COUNTY OF KENDALL ) APPROVED AND ACCEPTED BY THE MAYOR AND CITY COUNCIL OF THE UNITED CITY OF YORKVILLE, ILLINOIS, THIS _______DAY OF___________, 20__. ______________________________________________ MAYOR CITY CLERK'S CERTIFICATE STATE OF ILLINOIS ) ) SS COUNTY OF KENDALL ) APPROVED AND ACCEPTED BY THE MAYOR AND CITY COUNCIL OF THE UNITED CITY OF YORKVILLE, ILLINOIS, BY ORDINANCE No._________________ AT A MEETING HELD THIS _______DAY OF___________, 20__. ______________________________________________ CITY CLERK CITY ADMINISTRATOR'S CERTIFICATE STATE OF ILLINOIS ) ) SS COUNTY OF KENDALL ) APPROVED AND ACCEPTED BY THE CITY ADMINISTRATOR OF THE UNITED CITY OF YORKVILLE, ILLINOIS, THIS _______DAY OF___________, 20__. ______________________________________________ CITY ADMINISTRATOR CITY PLANNING AND ZONING COMMISSION CERTIFICATE STATE OF ILLINOIS ) ) SS COUNTY OF KENDALL ) APPROVED AND ACCEPTED BY THE PLANNING AND ZONING COMMISSION OF THE UNITED CITY OF YORKVILLE, ILLINOIS, THIS _______DAY OF___________, 20__. ______________________________________________ CHAIRMAN STATE OF ILLINOIS ) ) SS COUNTY OF DUPAGE ) THIS IS TO CERTIFY THAT I, EDWARD J. MURRAY, ILLINOIS PROFESSIONAL LAND SURVEYOR NO. 4037 HAVE SURVEYED AND SUBDIVIDED THE FOLLOWING DESCRIBED PROPERTY: 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 PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE SOUTHERLY RIGHT OF WAY LINE OF COUNTRYSIDE PARKWAY PER PLAT OF DEDICATION DOCUMENT NO. 2000-00009655, WITH THE NORTHERLY RIGHT OF WAY LINE OF U.S. ROUTE NO. 34 PER DOCUMENT NUMBERS 2002-00008973 AND 2002-00007755; THENCE SOUTH 12 DEGREES 50 MINUTES 13 SECONDS WEST, ALONG THE NORTHERLY RIGHT OF WAY LINE OF SAID U.S. ROUTE NO. 34, 77.16 FEET; THENCE SOUTH 55 DEGREES 12 MINUTES 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 A RADIUS OF 1390.00' AND A CHORD BEARING OF SOUTH 67 DEGREES 53 MINUTES 14 SECONDS WEST, AN ARC LENGTH OF 616.39 FEET; THENCE NORTH 67 DEGREES 09 MINUTES 38 SECONDS WEST, ALONG SAID NORTHERLY RIGHT OF WAY LINE, 97.31 FEET; THENCE SOUTH 85 DEGREES 58 MINUTES 01 SECONDS WEST, ALONG SAID NORTHERLY RIGHT OF WAY LINE, 1.41 FEET TO THE EASTERLY RIGHT OF WAY LINE OF MCHUGH ROAD PER PLAT OF DEDICATION DOCUMENT 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 RIGHT OF WAY LINE, BEING ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 460.00 FEET AND A CHORD BEARING OF NORTH 03 DEGREES 01 MINUTES 21 SECONDS EAST, AN ARC LENGTH OF 114.80 FEET; THENCE NORTH 10 DEGREES 10 MINUTES 20 SECONDS EAST, ALONG SAID EASTERLY RIGHT OF WAY LINE, 300.40 FEET; THENCE NORTHERLY ALONG SAID EASTERLY RIGHT OF WAY LINE, BEING ALONG A CURVE TO THE LEFT WITH A RADIUS OF 1040.00 FEET AND A CHORD BEARING OF NORTH 01 DEGREES 38 MINUTES 51 SECONDS EAST, AN ARC LENGTH OF 309.47 FEET; THENCE NORTH 06 DEGREES 52 MINUTES 38 SECONDS WEST, ALONG SAID EASTERLY RIGHT OF WAY LINE, 250.39 FEET; THENCE NORTHERLY ALONG SAID EASTERLY RIGHT OF WAY LINE, BEING ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 460.00 FEET AND A CHORD BEARING OF NORTH 01 DEGREES 24 MINUTES 19 SECONDS WEST, AN ARC LENGTH OF 87.86 FEET; THENCE NORTH 04 DEGREES 04 MINUTES 00 SECONDS EAST, ALONG SAID EASTERLY RIGHT OF WAY LINE, 226.43 FEET; THENCE NORTHEASTERLY ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 25.00 FEET AND A CHORD BEARING OF NORTH 49 DEGREES 04 MINUTES 00 SECONDS EAST, AN ARC LENGTH OF 39.27 FEET TO A POINT ON SAID SOUTHERLY RIGHT OF WAY LINE OF COUNTRYSIDE PARKWAY; THENCE SOUTH 85 DEGREES 56 MINUTES 00 SECONDS EAST, ALONG SAID SOUTHERLY RIGHT OF WAY LINE, 338.21 FEET; THENCE SOUTHEASTERLY ALONG SAID SOUTHERLY RIGHT OF WAY LINE, BEING ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 1390.03 FEET AND CHORD BEARING OF SOUTH 60 DEGREES 21 MINUTES 36 SECONDS EAST, AN ARC LENGTH OF 1240.81 FEET TO A POINT DRAWN NORTH 34 DEGREES 47 MINUTES 13 SECONDS WEST, 54.08 FEET FROM THE POINT OF BEGINNING; THENCE SOUTH 34 DEGREES 47 MINUTES 13 SECONDS EAST ALONG SAID SOUTHERLY RIGHT OF WAY LINE, 54.08 FEET TO THE POINT OF BEGINNING, ALL IN KENDALL COUNTY, ILLINOIS. EXCEPTING THEREFROM: THAT PART TAKEN FOR ROAD PURPOSES BY ORDER VESTING TITLE ENTERED IN CASE NO. 15-ED-10, CIRCUIT COURT OF KENDALL COUNTY, ILLINOIS, RECORDED OCTOBER 28, 2015 AS DOCUMENT NO. 201500016982. BEING THE SAME AS: 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 PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE SOUTHERLY RIGHT OF WAY LINE OF COUNTRYSIDE PARKWAY PER PLAT OF DEDICATION DOCUMENT NO. 2000-00009655, WITH THE NORTHERLY RIGHT OF WAY LINE OF U.S. ROUTE NO. 34 PER DOCUMENT NUMBERS 2002-00008973, 2002-00007755 AND 2015-00016982; THENCE ALONG THE SAID NORTHERLY RIGHT OF WAY OF U.S. ROUTE NO. 34, THE FOLLOWING 9 COURSES AND DISTANCES; 1) THENCE SOUTH 12 DEGREES 54 MINUTES 17 SECONDS WEST, 19.34 FEET; 2) THENCE SOUTH 40 DEGREES 33 MINUTES 18 SECONDS WEST, 47.46 FEET; 3) THENCE SOUTH 55 DEGREES 17 MINUTES 19 SECONDS WEST, 956.64 FEET; 4) THENCE SOUTH 61 DEGREES 07 MINUTES 25 SECONDS WEST, 50.67 FEET; 5) THENCE ALONG THE ARC OF CURVE, BEING A CURVE TO THE RIGHT, HAVING A RAIUS OF 1362.39 FEET, A CHORD BEARING OF SOUTH 64 DEGREES 40 MINUTES 47 SECONDS WEST, A CHORD LENGTH OF 444.62 FEET, AN ARC LENGTH OF 446.61; 6) THENCE SOUTH 81 DEGREES 03 MINUTES 21 SECONDS WEST, 47.72 FEET; 7) THENCE ALONG THE ARC OF CURVE, BEING A CURVE TO THE RIGHT, HAVING A RAIUS OF 1357.39 FEET, A CHORD BEARING OF SOUTH 78 DEGREES 36 MINUTES 13 SECONDS WEST, A CHORD LENGTH OF 113.42 FEET, AN ARC LENGTH OF 113.46; 8) THENCE NORTH 67 DEGREES 05 MINUTES 34 SECONDS WEST, 54.25 FEET; 9) THENCE SOUTH 86 DEGREES 02 MINUTES 05 SECONDS WEST, 1.41 FEET TO A POINT ON THE EASTERLY RIGHT OF WAY LINE OF MCHUGH ROAD, AS DEDICATED PER DOCUMENT 2000-00009655; THENCE ALONG SAID EASTERLY RIGHT OF WAY LINE OF MCHUGH ROAD, THE FOLLOWING 8 COURSES AND DISTANCES; 1) THENCE NORTH 04 DEGREES 07 MINUTES 38 SECONDS WEST, 183.64 FEET; 2) THENCE ALONG THE ARC OF A CUVE, BEING ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 460.00 FEET, A CHORD BEARING OF NORTH 03 DEGREES 05 MINUTES 24 SECONDS EAST, A CHORD LENGTH OF 114.50 FEET, AN ARC LENGTH OF 114.80 FEET; 3) THENCE NORTH 10 DEGREES 14 MINUTES 24 SECONDS EAST, 300.40 FEET; 4) THENCE ALONG THE ARC OF A CURVE, BEING ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 1040.00 FEET, A CHORD BEARING OF NORTH 01 DEGREES 42 MINUTES 55 SECONDS EAST, A CHORD LENGTH OF 308.33 FEET, AN ARC LENGTH OF 309.47 FEET; 5) THENCE NORTH 06 DEGREES 48 MINUTES 34 SECONDS WEST, 250.39 FEET; 6) THENCE ALONG THE ARC OF A CURVE, BEING ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 460.00 FEET, A CHORD BEARING OF NORTH 01 DEGREES 20 MINUTES 16 SECONDS WEST, A CHORD LENGTH OF 87.73 FEET, AN ARC LENGTH OF 87.86 FEET; 7) THENCE NORTH 04 DEGREES 08 MINUTES 04 SECONDS EAST, 226.43 FEET; 8) THENCE ALONG THE ARC OF A CURVE, BEING A CURVE TO THE RIGHT, HAVING A RADIUS OF 25.00 FEET, A CHORD BEARING OF NORTH 49 DEGREES 08 MINUTES 04 SECONDS EAST, A CHORD LENGTH OF 35.36 FEET, AN ARC LENGTH OF 39.27 FEET TO A POINT ON SAID SOUTHERLY RIGHT OF WAY LINE OF SAID COUNTRYSIDE PARKWAY; THENCE SOUTH 85 DEGREES 51 MINUTES 56 SECONDS EAST, ALONG SAID SOUTHERLY RIGHT OF WAY LINE, 338.21 FEET; THENCE CONTINUING ALONG SAID SOUTERLY LINE, BEING THE ARC OF CURVE, BEING ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 1390.03 FEET AND CHORD BEARING OF SOUTH 60 DEGREES 17 MINUTES 32 SECONDS EAST, A CHORD LENGTH OF 1200.02 FEET, AN ARC LENGTH OF 1240.81 FEET; THENCE CONTINUING ALONG SAID SOUTERLY LINE, SOUTH 34 DEGREES 43 MINUTES 19 SECONDS EAST ALONG SAID SOUTHERLY RIGHT OF WAY LINE, 54.07 FEET TO THE POINT OF BEGINNING, ALL IN KENDALL COUNTY, ILLINOIS. I FURTHER CERTIFY THAT THIS LAND IS WITHIN THE CORPORATE LIMITS OF A MUNICIPALITY WHICH HAS AUTHORIZED A COMPREHENSIVE PLAN AND IS EXERCISING THE SPECIAL POWERS AUTHORIZED BY DIVISION 12 OF ARTICLE 11 OF THE ILLINOIS MUNICIPAL CODE, AS NOW OR HEREAFTER AMENDED. I FURTHER CERTIFY THAT THE ANNEXED PLAT IS A CORRECT REPRESENTATION OF SAID SURVEY AND SUBDIVISION. ALL DISTANCES ARE SHOWN IN FEET AND DECIMALS THEREOF. PERMANENT MONUMENTS WILL BE SET AT ALL LOT CORNERS, EXCEPT WHERE CONCRETE MONUMENTS ARE INDICATED. I FURTHER CERTIFY THAT THE ABOVE DESCRIBED AREA IS IN AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN (ZONE X) AS DEFINED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCE RATE MAP OF KENDALL COUNTY, ILLINOIS & INCORPORATED AREAS (COMMUNITY PANEL NO. 17093C0045H, EFFECTIVE ON 1/8/2014). DATED THIS ____ DAY OF ___________, A.D., 20___. ______________________________________ EDWARD J. MURRAY ILLINOIS PROFESSIONAL LAND SURVEYOR NO. 35-4037 MY LICENSE EXPIRES ON NOVEMBER 30, 2026. V3 COMPANIES, LTD. PROFESSIONAL DESIGN FIRM NO. 184000902 THIS DESIGN FIRM NUMBER EXPIRES APRIL 30, 2025. EMURRAY@V3CO.COM SURVEYOR'S CERTIFICATE 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 PRINCIPAL MERIDIAN, IN KENDALL COUNTY, ILLINOIS. SURVEYORS AUTHORIZATION CERTIFICATE I, EDWARD J. MURRAY, ILLINOIS PROFESSIONAL LAND SURVEYOR NO. 4037, DO HEREBY AUTHORIZE THE CITY OF YORKVILLE OR THEIR AGENT TO FILE WITH THE KENDALL COUNTY RECORDER'S OFFICE THE FINAL PLAT KNOWN AS COSTCO WHOLESALE, BEING A SUBDIVISION OF 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 PRINCIPAL MERIDIAN, IN KENDALL COUNTY, ILLINOIS. _________________________________________________ EDWARD J. MURRAY ILLINOIS PROFESSIONAL LAND SURVEYOR NO. 35-4037 MY LICENSE EXPIRES ON NOVEMBER 30, 2026. emurray@v3co.com STORMWATER MANAGEMENT EASEMENT PROVISIONS AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO THE UNITED CITY OF YORKVILLE AND TO ITS SUCCESSORS AND ASSIGNS, OVER ALL OF THE AREAS MARKED "STORMWATER MANAGEMENT EASEMENT" (S.M.E.) ON THE PLAT FOR THE PERPETUAL RIGHT, PRIVILEGE, AND AUTHORITY TO SURVEY, CONSTRUCT, RECONSTRUCT, REPAIR, INSPECT, MAINTAIN AND OPERATE STORM SEWERS AND THE STORMWATER MANAGEMENT AREA, TOGETHER WITH ANY AND ALL NECESSARY MANHOLES, CATCH BASINS, SANITARY SEWERS, WATER MAINS, ELECTRIC AND COMMUNICATION CABLES, CONNECTIONS, DITCHES, SWALES, AND OTHER STRUCTURES AND APPURTENANCES AS MAY BE DEEMED NECESSARY BY SAID CITY, OVER, UPON, ALONG, UNDER AND THROUGH SAID INDICATED EASEMENT, TOGETHER WITH THE RIGHT OF ACCESS ACROSS THE PROPERTY FOR NECESSARY MEN AND EQUIPMENT TO DO ANY OF THE ABOVE WORK. THE RIGHT IS ALSO GRANTED TO CUT DOWN, TRIM OR REMOVE ANY TREES, SHRUBS OR OTHER PLANTS ON THE EASEMENT THAT INTERFERE WITH THE OPERATION OF SEWERS OR OTHER UTILITIES. NO PERMANENT BUILDINGS SHALL BE PLACED ON SAID EASEMENT. NO CHANGE TO THE TOPOGRAPHY OR STORMWATER MANAGEMENT STRUCTURES WITHIN THE EASEMENT AREA SHALL BE MADE WITHOUT EXPRESS WRITTEN CONSENT OF THE CITY ENGINEER, BUT SAME MAY BE USED FOR PURPOSES THAT DO NOT THEN OR LATER INTERFERE WITH THE AFORESAID USES OR RIGHTS. THE OWNER OF THE PROPERTY SHALL REMAIN RESPONSIBLE FOR THE MAINTENANCE OF THE STORMWATER MANAGEMENT AREA AND APPURTENANCES. THE UNITED CITY OF YORKVILLE WILL PERFORM ONLY EMERGENCY PROCEDURES AS DEEMED NECESSARY BY THE CITY ENGINEER OF THE UNITED CITY OF YORKVILLE. P.I.N. 02-27-101-003 02-28-227-002 ILLINOIS DEPARTMENT OF TRANSPORTATION STATEMENT THIS PLAT HAS BEEN APPROVED BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION WITH RESPECT TO ROADWAY ACCESS PURSUANT OF SECTION 2 OF "AN ACT TO REVISE THE LAW IN RELATION TO PLATS" AS AMENDED. A PLAN THAT MEETS THE REQUIREMENTS CONTAINED IN THE DEPARTMENT'S "POLICY ON PERMITS FOR ACCESS DRIVEWAYS TO STATE HIGHWAYS" WILL, BE REQUIRED BY THE DEPARTMENT. _______________________________________________________, A.D., 20___ ANTHONY J. QUIGLEY, P.E. DATE REGION ONE ENGINEER 2. 11/13/24 REVISED PER COMMENTS 1. 11/11/24 REVISED CROSS ACCESS EASEMENT, ADD BSL CITY UTILITY EASEMENTS PROVISIONS THE UNITED CITY OF YORKVILLE, IT’S SUCCESSORS, LICENSEES AND ASSIGNS, ARE HEREBY GIVEN EASEMENT RIGHTS TO ALL PLATTED EASEMENTS DESIGNATED “CITY UTILITY EASEMENT OR C.U.E.” SAID EASEMENTS SHALL BE USED SOLELY TO INSTALL, OPERATE, MAINTAIN AND REMOVE FROM TIME TO TIME UNDERGROUND FACILITIES AND APPURTENANCES USED IN CONNECTION WITH THE WATER, SANITARY SEWER OR STORM DRAINAGE SYSTEMS OF THE UNITED CITY OF YORKVILLE, EXCEPT THAT THE EASEMENTS MAY BE GRADED AS SWALES TO RECEIVE LOCAL SURFACE DRAINAGE. NO PERMANENT BUILDING OR TREES SHALL BE PLACED ON SAID EASEMENT, BUT SAME MAY BE USED FOR GARDENS, SHRUBS, LANDSCAPING AND OTHER PURPOSES THAT DO NOT THEN OR LATER INTERFERE WITH THE AFORESAID USES OR RIGHTS HEREIN GRANTED. FOLLOWING ANY WORK TO BE PERFORMED BY THE UNITED CITY OF YORKVILLE IN THE EXERCISE OF ITS EASEMENT RIGHTS HEREIN GRANTED, SAID CITY SHALL HAVE NO OBLIGATION WITH RESPECT TO SURFACE RESTORATION, INCLUDING BUT NOT LIMITED TO, THE RESTORATION, REPAIR OR REPLACEMENT OF PAVEMENT, CURB, GUTTERS, TREES, LAWN OR SHRUBBERY, PROVIDED, HOWEVER, THAT SAID CITY SHALL BE OBLIGATED, FOLLOWING SUCH MAINTENANCE WORK, TO BACKFILL AND MOUND ALL TRENCH CREATED SO AS TO RETAIN SUITABLE DRAINAGE, TO COLD PATCH ANY ASPHALT OR CONCRETE SURFACE, TO REMOVE ALL EXCESS DEBRIS AND SPOIL, AND TO LEAVE THE MAINTENANCE AREA IN A GENERALLY CLEAN AND WORKMANLIKE CONDITION. 3. 12/18/24 REVISED PER VILLAGE COMMENT LETTER DATED 12/05/24 N:\2024\240757\Drawings\ACAD\SVY\VP04.1\FNL240757_R3.dwg, 12/19/2024 8:38:16 AM, emurray NO SCALEPROJECT TEAMENGINEEROWNERFORTITLE SHEETEXISTING CONDITIONS PLANPRELIMINARY LAYOUT AND PAVING PLANPRELIMINARY GRADING PLANPRELIMINARY UTILITY PLANC0.0C1.0C2.0C3.0C4.0PRELIMINARY ENGINEERING PLANSARCHITECTCostco Wholesale Corporation730 Lake DriveIssaquah, Washington 98027847 498 0800Contacts: Steve Cross, Authorized RepresentativeMG21101 Second Avenue, Suite 100Seattle, Washington 98101206 962 6500Contact: Risa YukiPRELIMINARY ENGINEERING PLANSNO SCALEPROJECTLOCATIONINDEXPROJECTLOCATIONLOCATION MAPVICINITY MAPNWC US34/VETERANS ANDCOUNTRYSIDE PARKWAYYORKVILLE, ILLINOISBENCHMARKSCOSTCOWHOLESALECORPORATION730 LAKE DRIVEISSAQUAH, WA 98027T: 425.313.8100www.costco.comPLOTTED BY: PETER WAGENMAKER DATE/TIME: 11/14/2024 10:25 AM FILE: N:\2024\240757\DRAWINGS\ACAD\LD\S03\SHEET DRAWINGS\C0.0 TSHT240757.DWG YORKVILLE, ILCW # 23-0023DATE DESCRIPTION© MG2, Inc. All rights reserved. No part of this document may be reproducedin any form or by any means without permission in writing from MG2, Inc.DATE:DRAWN:PM:PROJECT NUMBER:240757 S03DEFV3 Companies7325 Janes AvenueWoodridge, IL 60517630.724.9200 phone630.724.9202 faxwww.v3co.comNWC US34/VETERANS ANDCOUNTRYSIDE PARKWAYYORKVILLE, ILLINOIS 60560KSSEPTEMBER 20, 2024Visio, Vertere, Virtute..."The Vision to Transform with Excellence"11-13-24 FINAL PLAT SUBMITTAL1SOURCE: TRIMBLE VRS NETWORK WITH PROJECT ORIGIN AT:LATITUDE: 41-39-34.25911 NLONGITUDE: 88-25-55.32882 WELLIPSOIDAL HEIGHT: 540.998 SFTGROUND SCALE FACTOR: 1.0000500335SITE:STATION DESIGNATION: SBM#1ESTABLISHED BY: V3 COMPANIESDATE: 07-31-24ELEVATION: 644.75 (MEASURED)DATUM: NAVD88DESCRIPTION: NORTHWEST BONNET BOLT ON FIRE HYDRANT AT WEST SIDE OF McHUGH ROAD, 2NDHYDRANT SOUTH OF THE McHUGH ROAD AND E. COUNTRYSIDE PARKWAY INTERSECTION.STATION DESIGNATION: SBM#2ESTABLISHED BY: V3 COMPANIESDATE: 07-31-24ELEVATION: 643.88 (MEASURED)DATUM: NAVD88DESCRIPTION: SOUTHEAST ARROW BOLT ON FIRE HYDRANT AT THE NORTHWEST CORNER OF E.COUNTRYSIDE PARKWAY & US ROUTE 34 INTERSECTION.THE ELEVATIONS ABOVE WERE KNOWN TO BE ACCURATE AT THE TIME THEY WERE ESTABLISHED. V3 DOESNOT CERTIFY TO THE ACCURACY THEREAFTER, NOR ASSUMES RESPONSIBILITY FOR THE MIS-USE ORMIS-INTERPRETATION OF THE INFORMATION SHOWN HEREON.IT IS ADVISED THAT ALL OF THE ABOVE ELEVATIONS BE CHECKED BETWEEN EACH OTHER AND VERIFY AMINIMUM OF 3 SURROUNDING UTILITY RIM ELEVATIONS AND ANY ADJACENT BUILDING FINISHED FLOOR ORTOP OF FOUNDATION ELEVATIONS SHOWN HEREON PRIOR TO USE OR COMMENCEMENT OF ANYCONSTRUCTION OR OTHER WORK.PERSONS USING THIS INFORMATION ARE TO CONTACT V3 IMMEDIATELY WITH ANY DISCREPANCIES FOUNDPRIOR TO THE START OF ANY WORK.PRELIMINARY ENGINEERINGNOT FOR CONSTRUCTIONV3 Companies, Ltd.7325 Janes AvenueWoodridge, Illinois 60517630 724 9200Project Manager: Dan Free, P.E.dfree@v3co.comProject Engineer: Peter Wagenmaker, P.E.pwagenmaker@v3co.comCivil Designer: Jacob Morrowjmorrow@v3co.com 15"15"18"15"15"15"15"15"12"15"12"18"18"15"15"15"15"6" x 26" x 48"8"6" x 26" x 36" x 324"20"18"20"6" x 26" x 26" x 3ONLYE. COUNTRYSIDE PARKWAYMcHUGH ROAD McHUGH ROAD E. VETERANS PARKWAY E. VETERANS PARKWAY E. VETERANS PARKWAY (US ROUTE 34 )24"15"12"18"15"12"15"12"12"MONUMENTSIGNTUMA RD.10 FT. P.U.E PERDOC. 200-0001293310.00'10 FT. P.U.E PERDOC. 200-000129331 0 . 0 0 '20 FT. P.U. & D.E. PERDOC. 200-0001293320 FT. P.U. & D.E. PERDOC. 200-000129332 0 . 0 0 ' 20.00' CRIMSO N LANESEWERPIPELINEMARKER(TYP.)"NO BUILDINGS EXIST ON SITE"UNSUBDIVIDED#1048SANITARY MHRIM=642.84IE 24" PVC N=621.89IE 12" PVC S=622.39IE 24" PVC E=621.94#1046STORM INLETRIM=642.14IE 12" RCP N=638.64NO OTHER VISIBLE PIPES#1081SANITARY MHRIM=642.93IE 24" PVC E=622.38IE 24" PVC W=622.28IE 12" PVC N=622.53IE 12" PVC N=628.28#1082STORM MHRIM=642.69IE 12" RCP N, OFFSETIE 36" RCP E=632.89IE 36" RCP W=633.09#1084STORM INLETRIM=641.84IE 12" RCP N=637.94IE 12" RCP S=638.04#1078SANITARY MHRIM=643.15IE 24" PVC N=622.50IE 24" PVC E=622.55IE 24" PVC W=622.45IE 12" PVC S=631.35#1088SANITARY MHRIM=641.95IE 24" PVC W=622.75IE 24" PVC SE=622.85#1092SANITARY MHRIM=643.13IE 24" PVC NW, SE=623.13#1098SANITARY MHRIM=643.95IE 24" PVC NW, NE=623.50IE 24" PVC SW=623.80#1104SANITARY MHRIM=642.82IE 24" PVC NW=624.07IE 24" PVC SE=624.17IE 12" PVC SW=631.82#1110SANITARY MHRIM=641.91IE 12" PVC NW, SE=624.61#1118SANITARY MHRIM=641.67IE 12" PVC NW, NE=625.42#1121SANITARY MHRIM=641.99IE 12" PVC SW=626.34#1038SANITARY MHRIM=643.50IE 24" PVC N, S=621.80IE 24" PVC W=621.70#1041STORM INLETRIM=642.00E 12" RCP S=639.25#1033STORM MHRIM=643.22IE 15" RCP N, WOFFSET,UNABLE TO MEAS.#1035STORM INLETRIM=642.13IE 12" RCP N=636.63IE 15" RCP S=636.58#1089STORM MHRIM=642.61IE 36" NW, SEIE 15" NE,ALL OFFSETUNABLE TO MEAS.BOTTOM=632.51#1087STORM INLETRIM=640.91IE 15" RCP SW=637.76IE E, OFFSETUNABLE TO MEAS.#1086STORM INLETRIM=641.04IE 12" RCP W=637.94#1095STORM MHRIM=643.87IE 36" RCP NW, SE=633.17#1101STORM MHRIM=643.96IE 36" RCP NW=634.16IE 24" RCP SE=634.16IE 12" RCP NE, OFFSETUNABLE TO MEAS.#1100STORM INLETRIM=642.90IE 12" RCP NE=639.30IE 12" RCP SW=639.25#1133STORM INLETRIM=642.78IE 12" RCP SW=639.58#1138STORM INLETRIM=641.02IE 12" DIP NW=638.02#1139STORM INLETRIM=640.99IE 15" RCP NW=637.84IE SE, OFFSET#1074STORM MHRIM=642.93IE 24" RCP W=634.38IE 36" RCP E=634.38#1069STORM MHRIM=643.28IE 24" RCP E, N=635.68IE 15" RCP NW=637.28#1059STORM INLETRIM=642.16IE 12" RCP S=638.96#1036STORM INLETRIM=642.10IE 12" RCP S=636.90#1061WATER VALVE VAULTRIM=642.55TP =637.1512" DIP E, W#1062WATER VALVE VAULTRIM=642.76TP =637.4612" DIP E, W8" DIP N#1136WATER VALVE VAULTRIM=643.18TP 12" DIP NW, SE=637.78#1127WATER VALVE VAULTRIM=641.26TP 12" DIP NW, SE=635.96#1129STORM INLETRIM=641.65IE 12" RCP SW=638.65#1120STORM INLETRIM=641.06IE 12" RCP SW=637.06#1107STORM MHRIM=642.79IE 24" RCP NW=635.19IE 12" RCP SE=635.19IE 12" NE, OFFSETUNABLE TO MEAS.#1106STORM INLETRIM=641.63IE 12" RCP NE, SW=637.78#1113STORM MHRIM=641.88IE 12" RCP NW, SE, NEALL OFFSETUNABLE TO MEAS#1112STORM INLETRIM=640.67IE 12" RCP NE=636.87IE 12" RCP SW=636.82#1126STORM INLETRIM=640.55IE 12" RCP SW=637.45#1119STORM MHRIM=641.83IE 12" RCP N=636.88IE 12" RCP E, OFFSETUNABLE TO MEAS.#1204STORM MHRIM=642.39N, E OFFSETNO OTHER VISIBLE PIPESBOTTOM=635.04#1220STORM MHRIM=640.83IE 36" RCP NE=634.68IE 36" RCP SW=634.63NO OTHER VISIBLE PIPES#1218STORM INLETRIM=640.86IE 12" RCP SE=637.91#1217STORM INLETRIM=641.75IE 12" RCP NW=637.85IE 12" RCP NE, OFFSET#1216STORM INLETRIM=641.78IE 12" RCP NE=636.38IE 12" RCP SW=636.88IE 18" RCP NW=636.78#1215STORM INLETRIM=641.73IE 12" RCP SW=637.73#1393STORM INLETRIM=642.15IE 12" RCP S=638.20#1392STORM INLETRIM=641.84IE 12" RCP N=637.74IE 12" RCP SW=637.84#1385STORM INLETRIM=641.84IE 12" RCP NW=638.34IE 12" RCP SW, SE=637.34#1386STORM INLETRIM=641.12IE 24" RCP SW=636.02IE 12" RCP NE, OFFSETUNABLE TO MEAS.#1384STORM INLETRIM=641.82IE 12" RCP NE=637.92#1389STORM INLETRIM=642.65IE 12" RCP SE, UNABLE TO MEAS.T/DEBRIS=639.15#1388STORM INLETRIM=642.26IE 12" RCP NW=638.26#1224STORM MHRIM=642.33IE 36" RCP NE=634.08IE 36" RCP SW=634.03IE 36" SE RCP, OFFSET#1225STORM MHRIM=642.84IE 36" RCP NE=634.14IE 36" RCP SW=633.94IE 12" RCP SE, OFFSET#1226STORM INLETRIM=642.72IE 12" RCP NW, SE=638.57#1379STORM INLETRIM=642.84IE 12" RCP NW=638.84IE 12" RCP SE=638.74#1228STORM INLETRIM=643.36IE 12" RCP SE,UNABLE TO MEAS.T/DEBRIS=639.36#1227STORM INLETRIM=643.74IE 12" RCP NW,UNABLE TO MEAS.T/DEBRIS=640.04#1230STORM INLETRIM=642.06IE 12" RCP SE=639.61#1231STORM INLETRIM=643.65IE 12" RCP NW, SE=639.25IE 12" RCP SW=639.15#1234STORM MHRIM=642.84IE 36" RCP NE=633.84IE 36" RCP SW=633.74IE 12" RCP SE, OFFSET#1233STORM INLETRIM=643.76IE 12" RCP NE=638.06IE 12" RCP NW=638.01#1232STORM INLETRIM=644.52IE 12" RCP NW=640.42#1372STORM INLETRIM=642.95IE 12" RCP NW=639.65#1371STORM MHRIM=644.07IE 24" RCP NE=638.52IE 12" RCP SE=638.57IE 12" RCP SW=638.52#1368STORM INLETRIM=644.16IE 12" RCP S=639.66IE 12" RCP NE=639.56#1367STORM INLETRIM=644.04IE 6" CPP N=641.04#1302SANITARY MHRIM=642.79IE 12" PVC E=628.64IE 12" PVC W=628.69#1307STORM INLETRIM=642.57IE 36" PVC E=632.57IE 36" RCP W=632.52NO OTHER VISIBLE PIPES#1277STORM MHRIM=644.81#1278STORM INLETRIM=641.43IE 12" RCP S=638.43#1284WATER VALVE VAULTRIM=642.06TP =636.86 12" DIP E, W#1283SANITARY MHRIM=642.22IE 12" PVC N, W=628.22#1433STORM INLETRIM=641.65IE 12" RCP N=637.65IE 12" RCP W=637.45IE 15" RCP E=637.45#1432STORM INLETRIM=641.44IE 12" RCP S, W=637.44#1435STORM INLETRIM=641.38IE 12" RCP E=637.58#1434STORM INLETRIM=641.61IE 12" RCP E=637.71#1422STORM INLETRIM=640.68UNABLE TO OPENNO VISIBLE PIPES#1423STORM INLETRIM=640.64IE 12" DIP S=636.94#1425STORM INLETRIM=640.65IE 12" DIP N=636.75IE 27" RCP E=636.45IE 12" RCP W=636.65#1424STORM INLETRIM=640.61IE 12" DIP S=636.91#1426STORM MHRIM=641.32IE 36" RCP N=635.82IE 36" RCP S=636.42IE 27" RCP W OFFSET,UNABLE TO MEAS.#1427SANITARY MHRIM=641.70IE 12" PVC N, S=627.10IE 12" PVC W=627.20#1413STORM MHRIM=644.39IE 36" RCP N, S=635.29IE W OFFSET,UNABLE TO MEAS.#1414SANITARY MHRIM=644.84IE 12" PVC N, S=625.84#1408SANITARY MHRIM=643.25IE 12" PVC NW=625.35IE 12" PVC S=625.45#1004STORM MHRIM=641.83IE 36" RCP N=634.33IE 36" RCP S=634.43IE W OFFSET,UNABLE TO MEAS.#1005SANITARY MHRIM=642.36IE 12" PVC NW=624.56IE 12" PVC S=624.66IE 12" PVC E=629.76IE 12" PVC W=629.66#1002STORM INLETRIM=641.00IE 24" RCP E=637.50IE 18" RCP W=637.55#1014STORM MHRIM=643.94IE 36" RCP NW, SE=634.34IE SW OFFSET,UNABLE TO MEAS.#1021SANITARY MHRIM=643.67IE 12" PVC N=623.47IE 12" PVC SE=623.57#1020STORM MHRIM=642.97IE 36" RCP N=634.37IE 36" RCP SE=634.67IE W OFFSET,UNABLE TO MEAS.#1019STORM INLETRIM=642.17IE 12" RCP W=638.57IE 12" RCP E=638.27#1053STORM MHRIM=644.07IE 36" RCP NE=633.97IE 36" RCP S=634.02,IE W?#1032WATER VALVE VAULTRIM=643.27TP 12" DIP N, S=637.87#1028STORM MHRIM=644.38IE 36" RCP E=633.98#1018STORM INLETRIM=642.22IE 12" RCP E=639.02#1015STORM MHRIM=644.23IE 36" RCP E=634.83#1009WATER VALVE VAULTRIM=643.13TP 12" DIP N, S=636.03#1001STORM INLETRIM=641.15IE 12" RCP E=638.15#1411STORM MHRIM=644.51IE 36" RCP E=635.71#1419WATER VALVE VAULTRIM=643.10TP 12" DIP N, S=637.80#1117STORM INLETRIM=641.05IE 12" RCP E=636.75IE 12" RCP S=636.65#1242STORM INLETRIM=644.24IE 48" RCP NE=633.44NO OTHER VISIBLE PIPE#1363STORM INLETRIM=644.09IE 12" RCP NE=640.49IE 12" RCP NW=639.99IE 8" PVC SE=640.09#1362STORM INLETRIM=644.50IE 8" PVC NW=642.70#1365STORM INLETRIM=644.21IE 12" RCP SW=641.41#1356STORM INLETRIM=644.64IE 8" PVC NW=642.79#1357STORM INLETRIM=644.45IE 12" RCP N=639.85IE 8" PVC S=642.25#1358STORM INLETRIM=643.78IE 12" RCP NE=639.28#1360STORM INLETRIM=643.69IE 12" RCP NW=639.69#1359STORM INLETRIM=643.71IE 12" RCP SE=639.51IE 12" RCP SW=639.31IE 15" RCP NW=639.01IE 12" RCP NE=639.31#1361STORM INLETRIM=643.74IE 12" RCP SW=639.59#1247STORM INLETRIM=643.61IE 12" RCP W=639.61#1248STORM INLETRIM=642.64IE 12" RCP SW=640.09#1249STORM INLETRIM=643.60IE 12" RCP NE, E=638.00IE 48" RCP E=634.05IE 15" RCP S=637.60IE W, OFFSET#1250STORM INLETRIM=643.60IE 12" RCP E=639.60#1253STORM MHRIM=643.94IE 48" RCP NE-633.44IE 48" RCP SW=633.19NO OTHER VISIBLE PIPES#1351STORM INLETRIM=643.25IE 12" RCP W=640.30#1341STORM MHRIM=643.90IE 12" RCP N=638.50IE 12" RCP S=639.90IE 12" RCP E=639.10#1332STORM MHRIM=644.53IE 12" RCP S=638.68IE 18" RCP E=636.73IE 18" RCP W=636.63#1262STORM INLETRIM=643.44IE 12" RCP E=639.24#1261STORM INLETRIM=643.48IE 12" RCP NE=637.93IE 12" RCP W=638.48#1260STORM MHRIM=644.02IE 12" RCP SW=638.07IE 48" RCP W=633.02NO OTHER VIISIBLE PIPES#1258STORM INLETRIM=643.54IE 12" RCP N=639.04IE 12" RCP W=638.94IE 8" PVC E, OFFSET#1259STORM INLETRIM=641.69IE 12" RCP S=639.39P.O.B.SOUTHERLY R.O.W. LINE OFCOUNTRYSIDE PARKWAY110' R.O.W. HERETOFORE DEDICATED PER DOC. 2000-00009655NORTHERLY R .O .W . L INE OF US ROUTE 34 PERDOC. 2002 -00008973 & DOC . 2002 -00007755VARIBLE W IDTH R .O .W . HERETOFORE DED ICATED PER DOC . 2002 -00008973 ,DOC. 2002 -00007755 & DOC 2015 -00016982 EASTERLY R.O.W. LINE OF McHUGH ROAD80' R.O.W. HERETOFORE DEDICATED PER DOC. 2000-00009655 #3095STORM INLETRIM=643.1236" RCP E/SW ARE OFFSET10 FT. P.U.E PERDOC. 200-0001293310.00'10 FT. P.U.E PERDOC. 200-000129331 0 . 0 0 '20 FT. P.U. & D.E. PERDOC. 200-0001293320 FT. P.U. & D.E. PERDOC. 200-000129332 0 . 0 0 ' 20.00'NORTHERLY R .O .W . L INE OF US ROUTE 34 PERDOC. 2015 -00016982(S67°11'16"E)(54.80')(N60°57'04"E)(50.77')(CB=N64°41'19"E)(A=446.54') (R=1362.39')(A=113.01')(N81°05'26"E)(47.73')(N55 °17 '56 "E ) (955 .00 ' )(N40°39'13"E)(S12°5 0 ' 1 3 " W ) (77.16') (S55 °12 '38 "W ) (976 .51 ' ) (CB=S67°53'14"W ) (A=616.39') (R=1390 .00 ' )(N67°09'38"W)(97.31)(S85°58'01"W)(N04°07'38"W)(CB=N03°01'21"E)(N10°10'20"E)(CB=N01°38'51"E)(N06°52'38"W)(CB=N01°24'19"W)(N04°04'00"E)(CB=N49°04'00"E)(S85°56'00"E)(CB=S60°21'36"E)(S34°47'13"E)(S12°50'13"W)80.00'11 0 . 0 0 'APX LOCATION STORM MHSHOWN ON PRIOR SURVEY644.75SBM HYD NW BONNET BOLT643.02643.3643.2642.7643.22642.9642.61643.5642.7643.88SBM HYD SE ARW BOLT"NO BUILDINGS EXIST ON SITE"UNSUBDIVIDED643.0643.0642.9642.7642.7643.0643.1642.8642.4642.7643.0643.1643.1643.3643.3643.0642.8642.5642.2642.4642.6643.2643.1642.8642.9642.9642.9642.9643.2643.3643.4643.5643.7643.8642.2641.61641.56642.51642.36642.34642.24642.39641.92642.42642.39642.91640.83642.88642.33642.84642.84643.00643.18644.81643.04643.79643.94644.61644.02642.51644.32644.35644.72644.72643.68643.63643.46641.91641.93641.82642.85642.77642.71642.64643.16642.79643.22643.20643.14643.19642.87644.34643.90643.07643.15643.8644.13643.6644.07644.06643.44643.90643.36643.82642.3642.38643.1642.80643.00642.91642.76642.95642.91642.72643.27642.97641.60641.12641.03641.59641.61641.14641.72641.19641.65641.65641.20641.9642.13642.22642.2641.6641.80641.72641.7643.6643.46643.46643.2643.23642.82643.27642.74643.15643.1643.55643.68643.8643.9643.58643.50643.3643.18642.71643.17642.80643.12643.3643.26643.21643.3643.2643.26643.11642.8642.70642.21642.24642.70642.74642.31642.66642.30642.74642.78642.32642.32642.75642.9643.42643.48643.9644.1644.00643.97643.7643.70643.30643.81643.36643.77643.8643.88644.00643.9643.1643.18643.08643.1643.13642.71642.98642.64643.08643.1643.38643.57643.8643.03643.03642.66642.40642.40642.67642.60642.37643.05642.26642.53642.50642.31642.24642.47642.6642.80642.89643.6643.86643.81643.5643.29642.83643.28642.82643.29643.7643.56643.67643.7642.93642.86642.8642.51642.20642.26642.48642.52642.13642.91642.26642.66642.59642.27642.23642.65642.8642.96642.96642.65643.35642.77642.38642.83642.46642.86642.44643.4643.24643.20642.9642.98642.60642.94643.34643.82643.6643.74643.14642.79642.59642.96643.1643.18643.22643.2642.7642.48642.44642.5642.35641.98642.00642.34642.35641.99642.31642.79643.44643.2643.17642.65642.49642.10642.71642.68642.22642.25642.62642.7643.06642.99643.2643.02642.86643.44642.95642.81642.76643.17643.2643.31643.22643.1643.23642.81643.11643.35643.92644.0644.31643.70643.14642.85643.23643.3643.35643.44643.4642.9642.54642.57642.8642.84642.49642.75643.27642.78642.58643.11643.1643.12643.22643.6643.00642.51642.85642.58643.00642.6642.6642.59642.05642.40642.88642.34642.06642.41642.3642.39642.51642.8642.4642.25642.18642.2642.12641.70642.01642.63641.95641.64641.94642.1642.24642.39642.5641.8641.66641.64641.7641.54641.08641.14641.57641.54641.02640.96641.48641.45641.03641.37642.02642.56642.4642.23641.68641.40641.09641.43641.46641.12641.12641.47641.48640.95641.08641.47641.6641.55641.74642.1643.2642.66642.59642.6642.72642.35642.61642.90643.46644.7643.47642.92642.99642.67642.37642.79642.8642.90643.02642.9643.5643.78643.69643.3643.42643.06643.34643.62644.12645.6644.17643.57643.33643.08643.45643.5643.54643.62643.5643.8644.05643.98644.0643.97643.58643.90644.18644.76646.0644.73644.14643.88643.58643.92644.0644.07644.25643.9643.6644.11643.96643.8643.73643.38643.61643.94644.46645.6644.53643.98643.65643.34643.66643.9643.84643.90644.0643.5643.52643.25643.3643.22642.92642.97643.30643.30642.90643.24643.47644.01645.7643.84643.39643.24642.94643.33643.34642.96642.97643.28643.2643.62643.77643.3642.4642.72642.50642.2642.41641.99642.58643.13644.5643.11642.59642.33642.08642.47642.4642.35642.40642.6642.4642.09642.09642.1642.00641.72641.73642.01641.97641.70642.03642.30642.87644.3642.89642.31642.04641.78642.10642.08641.78641.77642.06642.1642.34642.44642.3641.5641.70641.48641.2641.33641.01641.33641.61642.14643.6642.13641.57641.30641.02641.36641.5641.31641.27641.8641.3640.90640.95641.0641.03640.75640.72641.01641.00640.73641.08641.21641.67642.9641.72641.16640.92640.65640.98641.02640.64640.65640.98641.1641.28641.47641.6641.8641.77641.57641.3641.35640.97641.25641.56642.07643.4642.09641.53641.30641.03641.38641.5641.54641.49641.9641.8641.41641.34641.3641.52641.15641.16641.52641.53641.14641.44641.70642.26643.3642.26641.77641.45641.21641.58641.58641.14641.23641.61641.6641.84641.99641.9642.3642.50642.39642.6642.89642.50643.20643.43643.68643.89643.78643.42643.18642.80643.38643.3642.94642.91642.74643.04643.48643.12642.52642.22643.00642.82643.17643.07642.56642.1641.65641.45641.7642.60642.16642.52642.74643.17643.41643.56643.00642.50642.66642.24642.22642.77642.70642.13642.41641.87641.90642.46642.47641.80642.42641.90641.88642.49642.45641.92642.0641.5642.19642.66643.16643.02642.86642.37642.41642.92643.06643.20642.69643.20642.64642.86642.39642.12641.81642.27640.9640.98641.06641.3642.28641.76641.80642.17642.24641.85641.88641.92642.32642.31642.26641.84641.89642.24642.6642.19642.14642.1642.85642.44642.71643.15643.67643.62643.52642.97642.72643.05642.38642.3642.3643.44642.91642.90643.39643.43642.91643.24643.40643.87643.88643.43644.07644.19643.66643.63644.17643.48643.92644.06644.23643.72643.16642.86643.34643.35642.93642.90643.32642.7642.74642.86642.9642.8642.47642.45642.5643.97643.58643.90644.31644.89644.79644.53644.14643.89643.61644.02644.42643.84643.6643.5643.9644.44643.84644.17644.01644.25644.70644.95645.05644.56644.54645.04645.08644.61644.74645.29645.14644.92644.46644.26644.12643.73644.17644.15643.78643.78644.14642.7642.47642.48642.8642.8642.79642.82642.9644.38643.93643.88644.29644.30643.92643.3643.0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R.O.W. LINE OFCOUNTRYSIDE PARKWAY110' R.O.W. HERETOFORE DEDICATED PER DOC. 2000-00009655NORTHERLY R .O .W . L INE OF US ROUTE 34 PERDOC. 2002 -00008973 & DOC . 2002 -00007755VARIBLE W IDTH R .O .W . HERETOFORE DED ICATED PER DOC . 2002 -00008973 ,DOC. 2002 -00007755 & DOC 2015 -00016982 EASTERLY R.O.W. LINE OF McHUGH ROAD80' R.O.W. HERETOFORE DEDICATED PER DOC. 2000-00009655 643643643643642642643643643642643641642642642642642643644644644644 644645644643 6 4 4 6 4 3 6 4 5 6456 4 4 64364464464364 3 6 4 3 6 4 2 6426426 4 3 643643642641642643641642643642642644643643644644644643643642642642643643643643643643643643644 643 643 643 643643643 6 4 3 643643643 643643 643 643 64364 3 6436436436 4 3 643 64364564564364364364 3644 10 FT. P.U.E PERDOC. 200-0001293310.00'10 FT. P.U.E PERDOC. 200-000129331 0 . 0 0 '20 FT. P.U. & D.E. PERDOC. 200-0001293320 FT. P.U. & D.E. PERDOC. 200-000129332 0 . 0 0 ' 20.00'NORTHERLY R .O .W . L INE OF US ROUTE 34 PERDOC. 2015 -00016982(S67°11'16"E)(54.80')(N60°57'04"E)(50.77')(CB=N64°41'19"E)(A=446.54') (R=1362.39')(A=113.01')(N81°05'26"E)(47.73')(N55 °17 '56 "E ) (955 .00 ' )(N40°39'13"E)(S12°5 0 ' 1 3 " W ) (77.16') (S55 °12 '38 "W ) (976 .51 ' ) (CB=S67°53'14"W ) (A=616.39') (R=1390 .00 ' )(N67°09'38"W)(97.31)(S85°58'01"W)(N04°07'38"W)(CB=N03°01'21"E)(N10°10'20"E)(CB=N01°38'51"E)(N06°52'38"W)(CB=N01°24'19"W)(N04°04'00"E)(CB=N49°04'00"E)(S85°56'00"E)(CB=S60°21'36"E)(S34°47'13"E)(S12°50'13"W)80.00'11 0 . 0 0 'NOTES:1. EXISTING CONDITIONS BASED ON SURVEY PERFORMED BY V3 COMPANIES. FIELDWORK COMPLETED 9-03-24. SEE SURVEY FOR ADDITIONAL INFORMATIONINCLUDING EASEMENTS, ETC.COSTCOWHOLESALECORPORATION999 LAKE DRIVEISSAQUAH, WA 98027T: 425.313.8100www.costco.comPLOTTED BY: DAN FREE DATE/TIME: 11/13/2024 4:37 PM FILE: N:\2024\240757\DRAWINGS\ACAD\LD\S03\SHEET DRAWINGS\C1.0 EXP240757.DWG YORKVILLE, ILCW # 23-0023DATE DESCRIPTION© MG2, Inc. All rights reserved. No part of this document may be reproducedin any form or by any means without permission in writing from MG2, Inc.DATE:DRAWN:PM:PROJECT NUMBER:240757 S03DEFV3 Companies7325 Janes AvenueWoodridge, IL 60517630.724.9200 phone630.724.9202 faxwww.v3co.comNWC US34/VETERANS ANDCOUNTRYSIDE PARKWAYYORKVILLE, ILLINOIS 60560KSSEPTEMBER 20, 2024Visio, Vertere, Virtute..."The Vision to Transform with Excellence"11-13-24 FINAL PLAT SUBMITTAL1GRAPHIC SCALEC1.0EXISTINGCONDITIONS PLAN 15"15"18"15"15"15"15"15"12"15"12"18"18"15"15"15"15"6" x 26" x 48"8"6" x 26" x 36" x 324"20"18"20"6" x 26" x 26" x 3ONLYE. COUNTRYSIDE PARKWAYMcHUGH ROAD McHUGH ROAD E. VETERANS PARKWAY E. VETERANS PARKWAY E. VETERANS PARKWAY (US ROUTE 34 )24"15"12"18"15"12"15"12"12"MONUMENTSIGNTUMA RD.10 FT. P.U.E PERDOC. 200-0001293310.00'10 FT. P.U.E PERDOC. 200-000129331 0 . 0 0 '20 FT. P.U. & D.E. PERDOC. 200-0001293320 FT. P.U. & D.E. PERDOC. 200-000129332 0 . 0 0 ' 20.00' CRIMSO N LANE CAUTIONCAU TI O NCAUTIONCAU TI O N OUTLOT 22.70 ACRES(117,583 SF)OUTLOT 14.20 ACRES(182,840 SF)ONLY ONLYONLYONLY ONLYONLYFF=647.10ONLY ONLYONLYFUTURE EMPLOYEE PARKING (123 STALLS)ON L YONLY DETENTION PONDHWL 639.80NWL 634.00ONLYO N L Y ON L Y CAUTIONCAU TI O N CAUTIONCAU TI O N CAUTIONCAU TI O N CAUTIONCAU TI O N CAUTIONCAU TI O NCAUTIONCAUTION CAUTIONCAUTIONCAUTIONCAUTION CAUTIONCAUTIONCAUTION CAUTIO N CAUTIONCAUTIONONLYONLYR35'R20'R3' (TYP)R30'R30'R25'MATCH EXISTINGCURB AND GUTTER(TYP.)MATCH EXISTINGCURB AND GUTTER(TYP.)MATCH EXISTINGCURB AND GUTTER(TYP.)MATCH EXISTINGCURB AND GUTTER(TYP.)MATCH EXISTINGWALK (TYP.)140'STORAGE130'TAPER215' STORAGE220' TAPER 130'TAPER150'STORAGESTORAGE120'TAPER MATCH EXISTINGCURB AND GUTTER(TYP.)R30'41'MODIFY EXISTING CURBEDMEDIAN FOR TURN LANEMODIFY EXISTING CURBEDMEDIAN FOR TURN LANEEXISTING MONUMENT SIGNTO BE RELOCATED TONORTHEAST CORNER OFVETERANS PARKWAY ANDCOUNTRYSIDE PARKWAY15' P .U . & D .E .15' P .U . & D .E . 15' P.U. & D.E.15' P.U. & D.E.RESTRIPE FOR TURN LANERESTRIPE FOR TURN LANERESTRIPEEXISTING TAPER120'STORAGE120'TAPER5' SIDEWALKFUELINGSTATION (TYP)FUELINGSTATION KIOSKFUTURE EXPANSIONISLANDS (TYP.)PROPOSED COSTCO FUELFACILITY ISLAND CANOPYESOFUTURE EXPANSIONCURB LINE (TYP.)FUTURE PARKING EXPANSIONCURB LINE (TYP.)LOADING DOCK(4 STALLS)TRANSFORMER PADCOMPACTORSACCESSIBLE PARKING STALLS. PROVIDEONE 6" BOLLARD AT FRONT CENTER OFEACH 8' WIDE PARKING STALL.CONCRETE SIDEWALKBEHIND CURB ATLANDSCAPE ISLANDS (TYP.)TRANSFORMERPADFUEL FACILITY CONTROLLERENCLOSURE WITH SINGLERESTROOM. SEE ARCHITECTURALPLANS FOR DETAILSCART CORRAL (TYP.)SEE ARCHITECTURALPLANS FOR DETAILS4" PAINTED WHITESTRIPING FORPARKING STALL (TYP.)PEDESTRIAN CONNECTIONTO PUBLIC WAYPROPOSED B6.12CURB & GUTTER (TYP.)PROPOSED LOT LINEPROPOSED LOT LINECLEAN AIR SEPARATOR.SEE ARCHITECTURALPLANS FOR DETAILSINTEGRAL FLUSHCURB AND SIDEWALK37'R3' (TYP)R30'R8'R35'R6'R6'R3'R97'R25'61.5'72'72'62.5 '10'62.5 '46.5 'R3' (TYP)50.5'7'10'131.6'R20'R40'R20'R35'R50'64.2'35.5'37'R100'41'20.6'R6'36'2 2 . 7 '30.5 '29'70'9'64'70'62.5 '10'62.5 '64'62.5 '10'62.5 '64'64.5 '37'37'R35'18.5'23'20'20'20'18.5 '20'20'20'20'20'18.5 '20'20'18.5 '20'20'20.5 '41'25'18.5'24'18.5'10'18.5'20'20'18.5'20'20'30.5'33'62.5'64'68.5'10'62.5'64'50.5'10' (TYP )10' (TYP )10' (TYP )10' (TYP )10' (TYP )R5'R3'R5'R3' (TYP)R6'R3' (TYP)R6'R6'R3'R5'R3'20'R5'R3'R4'R8'R3' (TYP)R6'R3' (TYP)R25'R3' (TYP)R3' (TYP)R3' (TYP)R3' (TYP)R3' (TYP)R3' (TYP)R6'R3' (TYP)R6'R3'R3' (TYP)R35'R6'R3' (TYP)R35'R3' (TYP)R650'R10'R30'R10'R20'R8'R20'R3'R10'29'R33'72.1'31.3'92.7'60.7'STOP SIGN ANDSTOP BAR (TYP.)15' SANITARYSEWER EASEMENT15' WATERMAIN EASEMENT15' WATERMAIN EASEMENT145'STORAGE145.6'TAPER 215'220'TAPERPROPOSED RIGHTTURN LANEPROPOSED RIGHTTURN LANESTORMWATERMANAGEMENTEASEMENTGRAPHIC SCALEC2.0LAYOUT PLANCOSTCOWHOLESALECORPORATION999 LAKE DRIVEISSAQUAH, WA 98027T: 425.313.8100www.costco.comPLOTTED BY: DAN FREE DATE/TIME: 11/13/2024 4:37 PM FILE: N:\2024\240757\DRAWINGS\ACAD\LD\S03\SHEET DRAWINGS\C2.0 SITE240757.DWG YORKVILLE, ILCW # 23-0023DATE DESCRIPTION© MG2, Inc. All rights reserved. No part of this document may be reproducedin any form or by any means without permission in writing from MG2, Inc.DATE:DRAWN:PM:PROJECT NUMBER:240757 S03DEFV3 Companies7325 Janes AvenueWoodridge, IL 60517630.724.9200 phone630.724.9202 faxwww.v3co.comNWC US34/VETERANS ANDCOUNTRYSIDE PARKWAYYORKVILLE, ILLINOIS 60560KSSEPTEMBER 20, 2024Visio, Vertere, Virtute..."The Vision to Transform with Excellence"11-13-24 FINAL PLAT SUBMITTAL1NOTES:1. CURB & GUTTER SHALL BE B6.12 OR B6 BARRIER CURB PER THE CITY OFYORKVILLE STANDARD SPECIFICATIONS, UNLESS OTHERWISE NOTED.2. ALL DIMENSIONS ARE TO THE BACK OF CURB UNLESS OTHERWISE NOTED.3. ALL SITE SIGNAGE SHALL BE IN CONFORMANCE WITH M.U.T.C.D. STANDARDS.4. ALL PARKING SPACES SHALL BE ANGLED AT 90° TO THE ASSOCIATED DRIVE AISLE.5. PROPOSED ACCESS POINTS AND SITE LAYOUT SUBJECT TO APPROVAL BY THECITY OF YORKVILLE.6. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS AND DETAILS.7. THE PAVEMENT SECTIONS SHOULD BE VERIFIED BASED ON RECOMMENDATION OFTHE COMPLETED GEOTECHNICAL REPORT.8. PROVIDE FROST-RESISTIVE FILL AND UNDERDRAIN BELOW ALL SIDEWALKSADJACENT TO BUILDING. TIE UNDERDRAIN TO BUILDING FOUNDATION DRAIN.CLIENT:PROJECT ADDRESS:PROJECT DATACOSTCO WHOLESALE999 LAKE DRIVEISSAQUAH, WA 98027SWC OF MCHUGH ROAD &EAST COUNTRYSIDE PKWYYORKVILLE, ILSETBACKS:REQUIREDACTUALFRONT: 50'507'SIDE: 20'64'REAR: 30'64'PARKING (VETERANS): 20'275'PARKING (COUNTRYSIDE/McHUGH) 10'20'POND:30'30'BUILDING HEIGHT MAX: 80'34'PARKING DATA:10' WIDE STALLSACCESSIBLE STALLSBUILDING DATA:JURISDICTION:ZONING:NUMBER OF STALLS PER 1000 SFOF BUILDING AREA:TOTAL PARKING:##SITE DATA:INCLUDES:UNITED CITY OF YORKVILLEB-3 GENERAL BUSINESS DISTRICT, PUD856 STALLS838 STALLS18 STALLS5.04 STALLSNOTES:EXISTING CONDITIONS BASED ON SURVEY BY V3COMPANIESINCLUDES:COSTCO AREA:26.24 ACRES (1,143,038 SF)OUTLOT 1:4.20 ACRES (182,819 SF)OUTLOT 2:2.70 ACRES (117,583 SF)TOTAL COSTCO SITE AREA:33.14 ACRES (1,443,461 SF)TOTAL BUILDING FOOTPRINT AREA:NET SALES FLOORGROSS MECHANICAL / FIRE / MSBINCLUDES:NET ENCLOSED VESTIBULEBUILDING ENVELOPE161,552 SF2,265 SF3,559 SF1,908 SF153,820 SFINCLUDES 3.39 ACRE DETENTION POND 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643643643643642642643643643642643641642642642642642643644643644644644 644645644643 6 4 4 6 4 3 6 4 5 6456 4 4 64364464464364 3 6 4 3 642 6426426 4 3 643643642641642643641642643642642644643643644644644643643642642642643643643643643643643643644 643643643643643 6 4 3 643643643 643643 643 643 64364 3 6436436436 4 3 643 64364564564364364364 3644 CAUTIONCAU TI O NCAUTIONCAU TI O N OUTLOT 22.70 ACRES(117,583 SF)OUTLOT 14.20 ACRES(182,840 SF)ONLY ONLYONLYONLY ONLYONLYFF=647.10ONLY ONLYMcHUGH ROAD ONLYFUTURE EMPLOYEE PARKING (123 STALLS)ON L YONLY DETENTION PONDHWL 639.80NWL 634.00ONLYO N L Y ON L Y CAUTIONCAU TI O N CAUTIONCAU TI O N CAUTIONCAU TI O N CAUTIONCAU TI O N CAUTIONCAU TI O NCAUTIONCAUTION CAUTIONCAUTIONCAUTIONCAUTION CAUTIONCAUTIONCAUTION CAUTIO N CAUTIONCAUTIONONLYONLY 15"15"18"15"15"15"15"15"12"15"12"18"18"15"15"15"15"6" x 26" x 48"8"6" x 26" x 36" x 324"20"18"20"6" x 26" x 26" x 3ONLYE. COUNTRYSIDE PARKWAYMcHUGH ROAD McHUGH ROAD E. VETERANS PARKWAY E. VETERANS PARKWAY E. VETERANS PARKWAY (US ROUTE 34 )24"15"12"18"15"12"15"12"12"MONUMENTSIGNTUMA RD.CRIMSO N LANEFF=647.25642.70± M.E.645.20645.40R 644.30645.00R 644.50R 644.20R 644.50R 643.00644.34± M.E.645.10R 642.93R 644.00644.80645.00645.00645.00646.95R 643.20645.93645.93647.08646.35645.85R 645.18646.16646.60646.43646.50646.15645.00645.08645.08646.25644.78645.52646.06645.00645.90645.00645.20645.40R 644 .20645.30645.60645.60644.90645.50645.20644.90645.5064 4 .60644.60644.70644.70645.00645.50645.50645.00R 644 .00645.00645.20644.50645.40645.40645.80646.40645.70645.90646.40645.90646.20646.83646.56647.08647.08647.08647.08647.08646.56646.56646.25646.56646.40646.10646.80645.90642.44642.36641.52± M.E.644.90645.40641.88641.20± M.E.641.80641.65± M.E.645.10646.40646.40646.00646.73646.00R 645 .20R 645 .20R 644 .30646.00645.40646.70645.60645.60646.50646.70645.80644.50643.90644.20646.30646.00R 644.00R 643.40644.80645.70R 6 44 . 4 0 R 644.00645.00R 644.00R 644.00645.75646.00646.50646.15646.30R 645 .00R 644 .40R 644.00645.60645.10R 644.00644.80643.80± M.E.643.75± M.E.644.00643.85642.06± M.E.641.90± M.E.644.50642.35642.43R 6 4 4 .50R 644.50R 644.50R 6 4 4 . 5 0 R 6 4 4 .10645.00645.00R 643 .90644.70645.40645.95R 644.15R 644 .10646.05645.25645.20644.90R 644 .10645.30645.20645.60R 644 .10646.60 644.10 645.20645.00R 644.50R 643.75R 644.20646.05646.20R 644.45R 643.40R 645.50644.50R 645.60648.50647.50646.68646.27646.93646.77646.77646.77642.91± M.E.646.40646.20R 646.10642.11± M.E.645.50644.90641.77± M.E.6 4 1 . 1 1 ± M . E .640 .90 ± M .E . 6 4 1 . 2 0 6 4 2 . 4 8645.50644.90R 645 .90646.80646.15645.70645.50646.30646.70646.55647.10R 644 .50644.70644.45± M .E . .645.20E/P 646.30T/C 647.00645.50645.50645.25645.00644.50R 644.20646.40645.80645.00645.00645.00644.90R 643.70647.10647.10647.10647.10647.10646.90646.90646.90646.90646.90R 646.40R 646.40R 646.40R 646.40642.05± M.E.647.10647.10647.10644.00± M.E.643.70± M.E.643.60± M.E.642.90± M.E.641.50± M.E.646.60R 643.00R 643.00R 644.50643.00± M.E.R 642.50R 642.50R 643.20R 643.20643.60± M.E.644.20± M.E.643.00± M.E.642.00± M.E.642.00± M.E.643.00± M.E.643.90± M.E.642.70± M.E.643.00± M.E.643.50± M.E.640.93± M.E.6 4 5 . 1 0 645.50644.80644.20645.00641.95± M.E.644.30642.33± M.E.646.00646.10642.85± M.E.646.50647.10646.50R 643.90648.70643.66± M.E.646.10645.80646.30646.00642.80± M.E.645.40645.50642.00645.20645.80641.40645.20644.10644.50644.40645.30644.80646.00647.10644.90645.55645.65645.10644.90645.80644.75645.20645.20646.90646.50646.50HWL=639.80NWL=634.00637638639636635634.1639638637636635HWL=639.80NWL=634.00634.1634.1634.1645646646645644645644643642646646645644643647648648647646645645644 644645 645646 647 646647645644645644643644644645645644643642645646647.08RIDGE LINE (TYP.)OVERFLOW ARROW (TYP.)NOTES:1. ALL PAVEMENT SPOT GRADE ELEVATIONS AND RIM ELEVATIONS WITHINOR ALONG CURB AND GUTTER REFER TO EDGE OF PAVEMENTELEVATIONS UNLESS OTHERWISE NOTED.2. ALL ELEVATIONS SHOWN DEPICT FINISHED GRADE UNLESS OTHERWISENOTED. SUBTRACT TOPSOIL THICKNESS OR PAVEMENT SECTION TOESTABLISH SUBGRADE ELEVATIONS.3. PROVIDE 1.50% MAX (1.00% MIN) CROSS SLOPE AND 4.00% MAX LONGITUDINAL SLOPE ON ALL SIDEWALKS. ALWAYS MAINTAIN POSITIVEDRAINAGE AWAY FROM BUILDING.4. CONTRACTOR TO REFER TO RECOMMENDATIONS PROVIDED IN THEGEOTECHNICAL REPORT TO BE COMPLETED BY OTHERS.5. OUTLOTS TO BE MASS GRADED TO DRAIN.EXISTINGPROPOSEDDESCRIPTIONUTILITY STRUCTURE WITH CLOSED LIDCURB INLETDRAINAGE STRUCTURE WITH OPEN LIDFIRE HYDRANTVALVE IN VALVE BOXGATE VALVE IN VALVE VAULTFLARED END SECTION (F.E.S.)710706.0CONTOURSPOT ELEVATIONSTORMWATER FLOW DIRECTIONSTORMWATER OVERFLOW ROUTELEGENDCOSTCOWHOLESALECORPORATION999 LAKE DRIVEISSAQUAH, WA 98027T: 425.313.8100www.costco.comPLOTTED BY: DAN FREE DATE/TIME: 11/13/2024 4:47 PM FILE: N:\2024\240757\DRAWINGS\ACAD\LD\S03\SHEET DRAWINGS\C3.0 GRD240757.DWG YORKVILLE, ILCW # 23-0023DATE DESCRIPTION© MG2, Inc. All rights reserved. No part of this document may be reproducedin any form or by any means without permission in writing from MG2, Inc.DATE:DRAWN:PM:PROJECT NUMBER:240757 S03DEFV3 Companies7325 Janes AvenueWoodridge, IL 60517630.724.9200 phone630.724.9202 faxwww.v3co.comNWC US34/VETERANS ANDCOUNTRYSIDE PARKWAYYORKVILLE, ILLINOIS 60560KSSEPTEMBER 20, 2024Visio, Vertere, Virtute..."The Vision to Transform with Excellence"11-13-24 FINAL PLAT SUBMITTAL1GRAPHIC SCALEC3.0PRELIMINARYGRADING PLANDETENTION SUMMARYDETENTION REQUIRED: 15.48 AC-FTDETENTION PROVIDED: 15.75 AC-FT 15"15"18"15"15"15"15"15"12"15"12"18"18"15"15"15"15"6" x 26" x 48"8"6" x 26" x 36" x 324"20"18"20"6" x 26" x 26" x 3ONLYE. COUNTRYSIDE PARKWAYMcHUGH ROAD McHUGH ROAD E. VETERANS PARKWAY E. VETERANS PARKWAY E. VETERANS PARKWAY (US ROUTE 34 )24"15"12"18"15"12"15"12"12"MONUMENTSIGNTUMA RD.100.00'DOC. 200-0001293310.00'10 FT. P.U.E PERDOC. 200-000129331 0 . 0 0 '20 FT. P.U. & D.E. PERDOC. 200-0001293320 FT. P.U. & D.E. PERDOC. 200-000129332 0 . 0 0 ' 20.00' CRIMSO N LANE CAUTIONCAU TI O NCAUTIONCAU TI O N OUTLOT 22.70 ACRES(117,583 SF)OUTLOT 14.20 ACRES(182,840 SF)ONLY ONLYONLYONLY ONLYONLYFF=647.10ONLY ONLYMcHUGH ROAD ONLYFUTURE EMPLOYEE PARKING (123 STALLS)ON L YONLY DETENTION PONDHWL 639.80NWL 634.00ONLYO N L Y ON L Y CAUTIONCAU TI O N CAUTIONCAU TI O N CAUTIONCAU TI O N CAUTIONCAU TI O N CAUTIONCAU TI O NCAUTIONCAUTION CAUTIONCAUTIONCAUTIONCAUTION CAUTIONCAUTIONCAUTION CAUTIO N CAUTIONCAUTIONONLYONLY SEWERPIPELINEMARKER(TYP.)#1048SANITARY MHRIM=642.84IE 24" PVC N=621.89IE 12" PVC S=622.39IE 24" PVC E=621.94#1046STORM INLETRIM=642.14IE 12" RCP N=638.64NO OTHER VISIBLE PIPES#1081SANITARY MHRIM=642.93IE 24" PVC E=622.38IE 24" PVC W=622.28IE 12" PVC N=622.53IE 12" PVC N=628.28#1082STORM MHRIM=642.69IE 12" RCP N, OFFSETIE 36" RCP E=632.89IE 36" RCP W=633.09#1084STORM INLETRIM=641.84IE 12" RCP N=637.94IE 12" RCP S=638.04#1078SANITARY MHRIM=643.15IE 24" PVC N=622.50IE 24" PVC E=622.55IE 24" PVC W=622.45IE 12" PVC S=631.35#1088SANITARY MHRIM=641.95IE 24" PVC W=622.75IE 24" PVC SE=622.85#1092SANITARY MHRIM=643.13IE 24" PVC NW, SE=623.13#1098SANITARY MHRIM=643.95IE 24" PVC NW, NE=623.50IE 24" PVC SW=623.80#1104SANITARY MHRIM=642.82IE 24" PVC NW=624.07IE 24" PVC SE=624.17IE 12" PVC SW=631.82#1110SANITARY MHRIM=641.91IE 12" PVC NW, SE=624.61#1118SANITARY MHRIM=641.67IE 12" PVC NW, NE=625.42#1121SANITARY MHRIM=641.99IE 12" PVC SW=626.34RIM=642.00E 12" RCP S=639.25#1033STORM MHRIM=643.22IE 15" RCP N, WOFFSET,UNABLE TO MEAS.#1035STORM INLETRIM=642.13IE 12" RCP N=636.63IE 15" RCP S=636.58#1089STORM MHRIM=642.61IE 36" NW, SEIE 15" NE,ALL OFFSETUNABLE TO MEAS.BOTTOM=632.51#1087STORM INLETRIM=640.91IE 15" RCP SW=637.76IE E, OFFSETUNABLE TO MEAS.#1086STORM INLETRIM=641.04IE 12" RCP W=637.94#1095STORM MHRIM=643.87IE 36" RCP NW, SE=633.17#1101STORM MHRIM=643.96IE 36" RCP NW=634.16IE 24" RCP SE=634.16IE 12" RCP NE, OFFSETUNABLE TO MEAS.#1100STORM INLETRIM=642.90IE 12" RCP NE=639.30IE 12" RCP SW=639.25#1133STORM INLETRIM=642.78IE 12" RCP SW=639.58#1138STORM INLETRIM=641.02IE 12" DIP NW=638.02#1139STORM INLETRIM=640.99IE 15" RCP NW=637.84IE SE, OFFSET#1074STORM MHRIM=642.93IE 24" RCP W=634.38IE 36" RCP E=634.38#1069STORM MHRIM=643.28IE 24" RCP E, N=635.68IE 15" RCP NW=637.28STORM INLETRIM=642.16IE 12" RCP S=638.96#1136WATER VALVE VAULTRIM=643.18TP 12" DIP NW, SE=637.78#1127WATER VALVE VAULTRIM=641.26TP 12" DIP NW, SE=635.96#1129STORM INLETRIM=641.65IE 12" RCP SW=638.65#1120STORM INLETRIM=641.06IE 12" RCP SW=637.06#1107STORM MHRIM=642.79IE 24" RCP NW=635.19IE 12" RCP SE=635.19IE 12" NE, OFFSETUNABLE TO MEAS.#1106STORM INLETRIM=641.63IE 12" RCP NE, SW=637.78#1113STORM MHRIM=641.88IE 12" RCP NW, SE, NEALL OFFSETUNABLE TO MEAS#1112STORM INLETRIM=640.67IE 12" RCP NE=636.87IE 12" RCP SW=636.82#1126STORM INLETRIM=640.55IE 12" RCP SW=637.45#1119STORM MHRIM=641.83IE 12" RCP N=636.88IE 12" RCP E, OFFSETUNABLE TO MEAS.#1204STORM MHRIM=642.39N, E OFFSETNO OTHER VISIBLE PIPESBOTTOM=635.04#1220STORM MHRIM=640.83IE 36" RCP NE=634.68IE 36" RCP SW=634.63NO OTHER VISIBLE PIPES#1218STORM INLETRIM=640.86IE 12" RCP SE=637.91#1217STORM INLETRIM=641.75IE 12" RCP NW=637.85IE 12" RCP NE, OFFSET#1216STORM INLETRIM=641.78IE 12" RCP NE=636.38IE 12" RCP SW=636.88IE 18" RCP NW=636.78#1215STORM INLETRIM=641.73IE 12" RCP SW=637.73#1393STORM INLETRIM=642.15IE 12" RCP S=638.20#1392STORM INLETRIM=641.84IE 12" RCP N=637.74IE 12" RCP SW=637.84#1385STORM INLETRIM=641.84IE 12" RCP NW=638.34IE 12" RCP SW, SE=637.34#1386STORM INLETRIM=641.12IE 24" RCP SW=636.02IE 12" RCP NE, OFFSETUNABLE TO MEAS.#1384STORM INLETRIM=641.82IE 12" RCP NE=637.92#1389STORM INLETRIM=642.65IE 12" RCP SE, UNABLE TO MEAS.T/DEBRIS=639.15#1388STORM INLETRIM=642.26IE 12" RCP NW=638.26#1224STORM MHRIM=642.33IE 36" RCP NE=634.08IE 36" RCP SW=634.03IE 36" SE RCP, OFFSET#1225STORM MHRIM=642.84IE 36" RCP NE=634.14IE 36" RCP SW=633.94IE 12" RCP SE, OFFSET#1226STORM INLETRIM=642.72IE 12" RCP NW, SE=638.57#1379STORM INLETRIM=642.84IE 12" RCP NW=638.84IE 12" RCP SE=638.74#1228STORM INLETRIM=643.36IE 12" RCP SE,UNABLE TO MEAS.T/DEBRIS=639.36#1227STORM INLETRIM=643.74IE 12" RCP NW,UNABLE TO MEAS.T/DEBRIS=640.04#1230STORM INLETRIM=642.06IE 12" RCP SE=639.61#1231STORM INLETRIM=643.65IE 12" RCP NW, SE=639.25IE 12" RCP SW=639.15#1234STORM MHRIM=642.84IE 36" RCP NE=633.84IE 36" RCP SW=633.74IE 12" RCP SE, OFFSET#1233STORM INLETRIM=643.76IE 12" RCP NE=638.06IE 12" RCP NW=638.01#1232STORM INLETRIM=644.52IE 12" RCP NW=640.42#1372STORM INLETRIM=642.95IE 12" RCP NW=639.65#1371STORM MHRIM=644.07IE 24" RCP NE=638.52IE 12" RCP SE=638.57IE 12" RCP SW=638.52#1368STORM INLETRIM=644.16IE 12" RCP S=639.66IE 12" RCP NE=639.56#1367STORM INLETRIM=644.04IE 6" CPP N=641.04#1277STORM MHRIM=644.81IE 12" RCP N=638.32IE 36" RCP E=632.92IE 36" PVC W=633.02IE 24" RCP S=632.92#1278STORM INLETRIM=641.43IE 12" RCP S=638.43#1284WATER VALVE VAULTRIM=642.06TP =636.86 12" DIP E, W#1283SANITARY MHRIM=642.22IE 12" PVC N, W=628.22#1433STORM INLETRIM=641.65IE 12" RCP N=637.65IE 12" RCP W=637.45IE 15" RCP E=637.45#1432STORM INLETRIM=641.44IE 12" RCP S, W=637.44#1435STORM INLETRIM=641.38IE 12" RCP E=637.58#1434STORM INLETRIM=641.61IE 12" RCP E=637.71#1422STORM INLETRIM=640.68UNABLE TO OPENNO VISIBLE PIPES#1423STORM INLETRIM=640.64IE 12" DIP S=636.94#1425STORM INLETRIM=640.65IE 12" DIP N=636.75IE 27" RCP E=636.45IE 12" RCP W=636.65#1424STORM INLETRIM=640.61IE 12" DIP S=636.91#1426STORM MHRIM=641.32IE 36" RCP N=635.82IE 36" RCP S=636.42IE 27" RCP W OFFSET,UNABLE TO MEAS.#1427SANITARY MHRIM=641.70IE 12" PVC N, S=627.10IE 12" PVC W=627.20#1413STORM MHRIM=644.39IE 36" RCP N, S=635.29IE W OFFSET,UNABLE TO MEAS.#1414SANITARY MHRIM=644.84IE 12" PVC N, S=625.84#1408SANITARY MHRIM=643.25IE 12" PVC NW=625.35IE 12" PVC S=625.45#1004STORM MHRIM=641.83IE 36" RCP N=634.33IE 36" RCP S=634.43IE W OFFSET,UNABLE TO MEAS.#1005SANITARY MHRIM=642.36IE 12" PVC NW=624.56IE 12" PVC S=624.66IE 12" PVC E=629.76IE 12" PVC W=629.66#1002STORM INLETRIM=641.00IE 24" RCP E=637.50IE 18" RCP W=637.55#1014STORM MHRIM=643.94IE 36" RCP NW, SE=634.34IE SW OFFSET,UNABLE TO MEAS.#1021SANITARY MHRIM=643.67IE 12" PVC N=623.47IE 12" PVC SE=623.57#1020STORM MHRIM=642.97IE 36" RCP N=634.37IE 36" RCP SE=634.67IE W OFFSET,UNABLE TO MEAS.#1019STORM INLETRIM=642.17IE 12" RCP W=638.57IE 12" RCP E=638.27#1053STORM MHRIM=644.07IE 36" RCP NE=633.97IE 36" RCP S=634.02,IE W?#1032WATER VALVE VAULTRIM=643.27TP 12" DIP N, S=637.87#1028STORM MHRIM=644.38IE 36" RCP E=633.98#1018STORM INLETRIM=642.22IE 12" RCP E=639.02#1015STORM MHRIM=644.23IE 36" RCP E=634.83#1009WATER VALVE VAULTRIM=643.13TP 12" DIP N, S=636.03#1001STORM INLETRIM=641.15IE 12" RCP E=638.15#1411STORM MHRIM=644.51IE 36" RCP E=635.71#1419WATER VALVE VAULTRIM=643.10TP 12" DIP N, S=637.80#1117STORM INLETRIM=641.05IE 12" RCP E=636.75IE 12" RCP S=636.65#1242STORM INLETRIM=644.24IE 48" RCP NE=633.44NO OTHER VISIBLE PIPE#1363STORM INLETRIM=644.09IE 12" RCP NE=640.49IE 12" RCP NW=639.99IE 8" PVC SE=640.09#1362STORM INLETRIM=644.50IE 8" PVC NW=642.70#1365STORM INLETRIM=644.21IE 12" RCP SW=641.41#1356STORM INLETRIM=644.64IE 8" PVC NW=642.79#1357STORM INLETRIM=644.45IE 12" RCP N=639.85IE 8" PVC S=642.25#1358STORM INLETRIM=643.78IE 12" RCP NE=639.28#1360STORM INLETRIM=643.69IE 12" RCP NW=639.69#1359STORM INLETRIM=643.71IE 12" RCP SE=639.51IE 12" RCP SW=639.31IE 15" RCP NW=639.01IE 12" RCP NE=639.31#1361STORM INLETRIM=643.74IE 12" RCP SW=639.59#1247STORM INLETRIM=643.61IE 12" RCP W=639.61#1248STORM INLETRIM=642.64IE 12" RCP SW=640.09#1249STORM INLETRIM=643.60IE 12" RCP NE, E=638.00IE 48" RCP E=634.05IE 15" RCP S=637.60IE W, OFFSET#1250STORM INLETRIM=643.60IE 12" RCP E=639.60#1253STORM MHRIM=643.94IE 48" RCP NE-633.44IE 48" RCP SW=633.19NO OTHER VISIBLE PIPES#1351STORM INLETRIM=643.25IE 12" RCP W=640.30#1342STORM INLETRIM=642.72IE 12" RCP N=640.02#1341STORM MHRIM=643.90IE 12" RCP N=638.50IE 12" RCP S=639.90IE 12" RCP E=639.10IE 18" RCP W=637.65#1340STORM INLETRIM=643.55IE 12" RCP W=638.85IE 12" RCP S=638.75#1332STORM MHRIM=644.53IE 12" RCP S=638.68IE 18" RCP E=636.73IE 18" RCP W=636.63#1262STORM INLETRIM=643.44IE 12" RCP E=639.24#1261STORM INLETRIM=643.48IE 12" RCP NE=637.93IE 12" RCP W=638.48#1260STORM MHRIM=644.02IE 12" RCP SW=638.07IE 48" RCP W=633.02NO OTHER VIISIBLE PIPES#1258STORM INLETRIM=643.54IE 12" RCP N=639.04IE 12" RCP W=638.94IE 8" PVC E, OFFSET#1259STORM INLETRIM=641.69IE 12" RCP S=639.39#3095STORM INLETRIM=643.1236" RCP E/SW ARE OFFSETDOC. 200-0001293310.00'10 FT. P.U.E PERDOC. 200-000129331 0 . 0 0 '20 FT. P.U. & D.E. PERDOC. 200-0001293320 FT. P.U. & D.E. PERDOC. 200-000129332 0 . 0 0 ' 20.00'APX LOCATION STORM MHSHOWN ON PRIOR SURVEYCONNECT TO EXISTING12" WM STUB. EXISTINGTRAFFIC LIGHTS ANDEQUIPMENT TO REMAINAND BE PROTECTEDCONNECT TO EXISTING12" WM STUBCONNECT TO EXISTINGSANITARY MANHOLEEX. IE: 622.75PR. IE: 622.75CONNECT TO EXISTINGSANITARY MANHOLEEX. IE: 624.61PR. IE: 624.61CONNECT TO EXISTINGSANITARY MANHOLEEX. IE: 625.35PR. IE: 625.35CONNECT TO EXISTINGSTORM MANHOLEEX. IE: 632.89PR. IE: 632.89EXISTING OFFSITE LIGHTPOLE TO BE RELOCATEDEXISTING OFFSITE LIGHTPOLE TO BE RELOCATEDEXISTING OFFSITE LIGHTPOLE TO BE RELOCATED1" COPPER SERVICE8" COMBINED FIRE ANDDOMESTIC SERVICECONNECT TO EXISTING12" WM STUB88 LF - 15" RCP 88 LF - 15" RCP70 LF - 12" RCP84 LF - 18" RCP101 LF - 18" RCP90 LF - 36" RCP96 LF - 18" RCP108 LF - 18" RCP131 LF - 18" RCP71 LF - 12" RCP72 LF - 12" RCP144 LF - 24" RCP77 LF - 12" RCP72 LF - 12 " RCP73 LF - 12" RCP162 LF - 12" RCP141 LF - 15" RCP120 LF - 24" RCP138 LF - 24" RCP131 LF - 30" RCP128 LF - 12" RCP205 LF - 24" RCP123 LF - 24" RCP161 LF - 18" RCP67 LF - 12 " RCP69 LF - 18" RCP203 LF - 18" RCP65 LF - 12" RCP67 LF - 12 " RCP80 LF - 24" RCP194 LF - 30" RCP48 LF - 12" RCP48 LF - 12" RCP48 LF - 12" RCP112 LF - 18" RCP96 LF - 18" RCP93 LF - 12" RCP62 LF - 36" RCP19 LF - 36" RCP9 LF - 36" RCP146 LF - 18" RCP 38 LF - 12" RCP38 LF - 12" RCP86 LF - 12" RCP114 LF - 30" RCP109 LF - 12" RCP71 LF - 12" RCP64 LF - 18" RCP101 LF - 15" RCP103 LF - 12" RCP81 LF - 12" RCP86 LF - 12" RCP194 LF - 18" RCP123 LF - 24" RCP74 LF - 12" RCP30 LF - 12" RCP111 LF - 18" RCP43 LF - 24" RCP135 LF - 12" RCP97 LF - 15" RCP92 LF - 12" RCP98 LF - 18" RCP 165 LF - 18" RCP 12" WM12" WMSANITARYMANHOLE(TYP.)STORM INLET (TYP.)SAND SEPARATOR WITH 6" SANITARY SERVICEIE=642.606" SANITARY SERVICEIE=642.60GREASE INTERCEPTORWITH 6" SANITARY SERVICEIE=640.106" SANITARY SERVICEIE=642.60GREASE INTERCEPTOR WITH6" SANITARY SERVICEIE=642.106" SANITARY SERVICEIE=641.10176 LF - 8" PVC227 LF - 8" PVC142 LF - 8" PVC80 LF - 8" PVC142 LF - 8" PVC74 LF - 8" PVC2 3 2 L F - 8 " P V C 194 LF - 8" PVC232 LF - 8" PVCLANDSCAPEINLET (TYP.)GAS METERTRENCH DRAINPROPOSED 12" FESIE=641.00PROPOSED 24" FESIE=634.00PROPOSED 30" FESIE=634.00PROPOSED 36" FESIE=634.0012" x 6" x 12" TEE12" WMPROPOSED 36" FESIE=634.0048 LF - 6" PVC154 LF - 12" RCP138 LF - 12" RCP176 LF - 12 " RCP102 LF - 30" RCP153 LF - 36" RCPEXISTING RIM ELEVATIONTO BE RAISEDEX RIM: 642.79PR RIM: 643.80EXISTING RIM ELEVATIONTO BE RAISEDEX RIM: 642.61PR RIM: 645.40EXISTING RIM ELEVATIONTO BE RAISEDEX RIM: 643.87PR RIM: 646.30EXISTING RIM ELEVATIONTO BE RAISEDEX RIM: 643.96PR RIM: 645.20137 LF - 8" PVCPROPOSEDFIRE HYDRANT (TYP.)6' RESTRICTOR MANHOLEWITH WEIR WALL8" WM8" WM8" WM8" WM12" WM256 LF - 8" PVC259 LF - 8" PVC19 LF - 12" RCP@ 0.57%12 LF - 12" RCP@ 0.48%23 LF - 12" RCP@ 1.91%ROOF DRAIN (TYP.)POND UNDERDRAINNOTES:1. CONTRACTOR TO UTILIZE DUCTILE IRON PIPE, CLASS 52 CONFORMING TOANSI A21.4 (AWWA C104) AND PUSH-ON JOINTS CONFORMING TO ANSI A21.11(AWWA C111).2. SANITARY SEWER MAINS AND SERVICES SHALL BE PVC SDR 26 CONFORMINGTO ASTM D-2241. ELASTOMETRIC GASKET JOINTS SHALL BE IN CONFORMANCEWITH ASTM D-3139.3. UNLESS OTHERWISE INDICATED ON THE PLANS, STORM SEWER PIPE SHALLBE REINFORCED CONCRETE IN CONFORMANCE WITH IDOT STANDARDSPECIFICATIONS DETERMINATION FOR PIPE CLASS, AND CONFORMING TOASTM C76. ALL STORM SEWER SHALL HAVE GASKETED JOINTS CONFORMINGTO ASTM C461.4. SEE LANDSCAPE PLANS BY OTHERS FOR TREE, PLANTING AND LANDSCAPING.5. CONTRACTOR TO FIELD VERIFY LOCATION, SIZE AND INVERT ELEVATION OFEXISTING UTILITIES PRIOR TO ORDERING MATERIALS AND STARTINGCONSTRUCTION.6. FIRE HYDRANTS SHALL MAINTAIN A MINIMUM OF 5 FEET OF SEPARATIONFROM BACK OF CURB. ALL WATERMAIN LEADS TO FIRE HYDRANTS SHALL BEA MINIMUM OF 6 INCHES UNLESS OTHERWISE NOTED.7. THE PROPOSED WATERMAIN ON-SITE IS ANTICIPATED TO BE A LOOPEDPUBLIC WATERMAIN.8. ALL STORM SEWER ROOF DRAINS FROM BUILDING TO MAIN STORM SEWERTRUNK LINE SHALL BE PVC SDR 26 AT 1.0% SLOPE (MINIMUM) UNLESSOTHERWISE NOTED.9. FRAMES AND GRATES ARE AS FOLLOWS UNLESS OTHERWISE NOTED: F&CL IN OPEN SPACE AND PAVEMENT: NEENAH R-1772 (OR APPROVED EQUAL)F&OL IN OPEN SPACE: NEENAH R-4340-B (OR APPROVED EQUAL)F&OL IN PAVEMENT: NEENAH R-3563-HB (OR APPROVED EQUAL)F&CL = FRAME AND CLOSED LIDF&OL = FRAME AND OPEN LID10. RADIAL UNDERDRAINS TO BE PROVIDED AT EACH OPEN LID MANHOLE WITHINTHE PAVEMENT. PROVIDE UNDERDRAIN ALONG ALL EDGES OF CONCRETEPAVEMENT THAT ABUT ASPHALT PAVEMENT.11. ALL PROPOSED PUBLIC WATER MAIN SHALL BE PLACED WITHIN A 15' PUBLICUTILITY EASEMENT.12. PROVIDE ONE 6" FOUNDATION DRAIN DISCHARGE CONNECTION TO STORMSEWER DOWNSTREAM OF DETENTION BASIN.SANITARY SEWERSANITARY FORCE MAINSTORM SEWERWATER MAINUTILITY STRUCTURE WITH CLOSED LIDCURB INLETDRAINAGE STRUCTURE WITH OPEN LIDFIRE HYDRANTVALVE IN VALVE BOX GATE VALVE IN VALVE VAULTFLARED END SECTION (F.E.S.)LIGHT STANDARDEXISTINGPROPOSEDDESCRIPTIONCOMBINED SEWEROVERHEAD ELECTRICOVERHEAD TELEPHONEOVERHEAD WIREUNDERGROUND ELECTRICUNDERGROUND TELEPHONEUNDERGROUND FIBER OPTICOVERHEAD UTILITY POLELEGENDCOSTCOWHOLESALECORPORATION999 LAKE DRIVEISSAQUAH, WA 98027T: 425.313.8100www.costco.comPLOTTED BY: DAN FREE DATE/TIME: 11/13/2024 4:38 PM FILE: N:\2024\240757\DRAWINGS\ACAD\LD\S03\SHEET DRAWINGS\C4.0 UTIL1240757.DWG YORKVILLE, ILCW # 23-0023DATE DESCRIPTION© MG2, Inc. All rights reserved. No part of this document may be reproducedin any form or by any means without permission in writing from MG2, Inc.DATE:DRAWN:PM:PROJECT NUMBER:240757 S03DEFV3 Companies7325 Janes AvenueWoodridge, IL 60517630.724.9200 phone630.724.9202 faxwww.v3co.comNWC US34/VETERANS ANDCOUNTRYSIDE PARKWAYYORKVILLE, ILLINOIS 60560KSSEPTEMBER 20, 2024Visio, Vertere, Virtute..."The Vision to Transform with Excellence"11-13-24 FINAL PLAT SUBMITTAL1GRAPHIC SCALEC4.0PRELIMINARYUTILITY PLAN HWL=639.80NWL=634.00637638639636635634.1639638637636635HWL=639.80NWL=634.00634.1634.1634.1645646646645644645644643642646646645644643647648648647646645645644 644645 645646 647 646647645644645644643644644645645644643642645646CAUTIONCAU TI O NCAUTIONCAUTIONOUTLOT 22.70 ACRES(117,583 SF)OUTLOT 14.20 ACRES(182,840 SF)ONLY ONLYONLYONLY ONLYONLYFF=647.10ONLY ONLYONLYFUTURE EMPLOYEE PARKING (123 STALLS)ON L YONLY DETENTION PONDHWL 639.80NWL 634.00ONLYO N L Y O N L Y CAUTIONCAU T I O N CAUTIONCAU TI O N CAUTIONCAU TI O N CAUTIONCAU TI O N CAUTIONCAU TI O NCAUTIONCAUTION CAUTIONCAUTIONCAUTIONCAUTION CAUTIONCAUTIONCAUTION CAUTIO N CAUTIONCAUTIONONLYONLY CAUTIONCAU TI O NCAUTIONCAUTIONOUTLOT 22.70 ACRES(117,583 SF)OUTLOT 14.20 ACRES(182,840 SF)ONLY ONLYONLYONLY ONLYONLYFF=647.10ONLY ONLYONLYFUTURE EMPLOYEE PARKING (123 STALLS)ON L YONLY DETENTION PONDHWL 639.80NWL 634.00ONLYO N L Y O N L Y CAUTIONCAU T I O N CAUTIONCAU TI O N CAUTIONCAU TI O N CAUTIONCAU TI O N CAUTIONCAU TI O NCAUTIONCAUTION CAUTIONCAUTIONCAUTIONCAUTION CAUTIONCAUTIONCAUTION CAUTIO N CAUTIONCAUTIONONLYONLY ONLY643.53DETENTION PONDHWL 639.20NWL 634.00E COUNTRYSIDE PARKWAYTUMA RD.E V E T E R A N S P A R KW A Y (US ROUTE 34)MCHUGH ROAD DETENTION PONDHWL 639.20NWL 634.00OUTLOT 22.88 ACRES(125,373 SF)OUTLOT 14.23 ACRES(184,174 SF)CANOPY TREE632.5" DBH MINIMUMCANOPY TREE - PARKWAY212.5" DBH MINIMUMCANOPY TREE - PARKING AREA1122.5" DBH MINIMUMCANOPY TREE - PARKING AREA MEDIAN162.5" DBH MINIMUMEVERGREEN TREE326` HT MINIMUMORNAMENTAL TREE201.5" DBH MINIMUM FOR SINGLE STEM6` HT. MINIMUM FOR MULTI-STEMLARGE DECIDUOUS SHRUB190LARGE DECIDUOUS SHRUB - PARKING AREA PERIMETER30LARGE EVERGREEN SHRUB83LARGE EVERGREEN SHRUB - PARKING AREA PERIMETER58MEDIUM DECIDUOUS SHRUB769MEDIUM DECIDUOUS SHRUB - PARKING AREA MEDIAN203MEDIUM DECIDUOUS SHRUB - PARKING AREA PERMIETER136SMALL DECIDUOUS SHRUB1,575SMALL DECIDUOUS SHRUB - PARKING AREA MEDIAN40SMALL DECIDUOUS SHRUB - PARKING AREA PERIMETER78ORNAMENTAL GRASS283ORNAMENTAL GRASS - PARKING AREA PERIMETER31PERENNIALS2,969 SFTURF SOD202,451 SFNO-MOW TURF SEED MIX322,708 SFNATURALIZED PLANTINGS149,690 SFCONCEPT PLANT SCHEDULECANOPY TREE632.5" DBH MINIMUMCANOPY TREE - PARKWAY212.5" DBH MINIMUMCANOPY TREE - PARKING AREA1122.5" DBH MINIMUMCANOPY TREE - PARKING AREA MEDIAN162.5" DBH MINIMUMEVERGREEN TREE326` HT MINIMUMORNAMENTAL TREE201.5" DBH MINIMUM FOR SINGLE STEM6` HT. MINIMUM FOR MULTI-STEMLARGE DECIDUOUS SHRUB190LARGE DECIDUOUS SHRUB - PARKING AREA PERIMETER30LARGE EVERGREEN SHRUB83LARGE EVERGREEN SHRUB - PARKING AREA PERIMETER58MEDIUM DECIDUOUS SHRUB769MEDIUM DECIDUOUS SHRUB - PARKING AREA MEDIAN203MEDIUM DECIDUOUS SHRUB - PARKING AREA PERMIETER136SMALL DECIDUOUS SHRUB1,575SMALL DECIDUOUS SHRUB - PARKING AREA MEDIAN40SMALL DECIDUOUS SHRUB - PARKING AREA PERIMETER78ORNAMENTAL GRASS283ORNAMENTAL GRASS - PARKING AREA PERIMETER31PERENNIALS2,969 SFTURF SOD202,451 SFNO-MOW TURF SEED MIX322,708 SFNATURALIZED PLANTINGS149,690 SFCONCEPT PLANT SCHEDULENORTH ARROW AND SCALEAS INDICATEDDATEISSUED FORREV©CONSULTANTSEAL AND SIGNATURES09/20/2024GREEN INKCOSTCO WHOLESALEWAREHOUSE SITE SWC OF MCHUGH ROAD & EAST COUNTRYSIDE PKWY YORKVILLE, IL11/15/2024CITY SUBMITTALL1.0OVERALLLANDSCAPE PLANNORTHSHEET L1.1SHEET L1.2SHEET L1.3SHEET L1.4NOTE: NOT FOR CONSTRUCTIONNOTE: ALL INTERIOR ISLANDS AND FOUNDATION LANDSCAPE TO BE MULCHED WITH ROCK MULCH. HWL=639.80NWL=634.00637638639636635634.1639638637636635HWL=639.80NWL=634.00634.1634.1634.1ONLYONLY ONLYFF=647.10ONLYDETENTION PONDHWL 639.80NWL 634.00ONLY ONLY ONLYFF=647.10ONLYDETENTION PONDHWL 639.80NWL 634.0015"15"18"15"15"15"15"15"12"15"12"18"ONLY15"DETENTION PONDHWL 639.20NWL 634.00E COUNTRYSIDE PARKWAYMCHUGH ROADDETENTION PONDHWL 639.20NWL 634.00LANDSCAPE BED EDGE, TYP.TURF SOD TO LIMITS OF DISTURBANCE, TYP.KEEP 18-24" CLEAR ALONG FRONT OF THE BUILDING IN LANDSCAPE BEDSFOR MAINTENANCE. ROCK MULCH IN FOUNDATION PLANTING BEDS LOCALLYSOURCED, 1"-2" SIZE, CLEAN WASHED STONE, TYP.ROCK MULCH IN INTERIOR PLANTING ISLANDS LOCALLYSOURCED, 1"-2" SIZE, CLEAN WASHED STONE, TYP.NATURALIZED PLANTINGS, TYP.EXISTING TREE TO REMAIN, TYP.IF DISTURBED, CONTRACTOR TOREPLACE IN KIND.NO-MOW TURF SEED TOLIMITS OF DISTURBANCE, TYP.TURF SOD TO LIMITS OFDISTURBANCE, TYP.CAUTION CAUTION CAUTIO N CAUTION ONLYONLY ONLYONLY ONLYONLYONLY ONLYONLYFUTURE EMPLOYEE PARKING (123 STALLS)ONLYONLYONLYON L Y ON L Y CAUTION CAUTION CAUTION CAUTIO N CAUTIO N CAUTION CAUTION CAUTIO N CAUTIO N CAUTION CAUTIO N CAUT I O N CAUTION CAUTI ON CAUT I O N CAUTION CAUT ION CAUTION CAUT I O N CAUTION CAUT ION CAUTIONONLY ONLY CAUTION CAUTION CAUTIO N CAUTION ONLYONLY ONLYONLY ONLYONLYONLY ONLYONLYFUTURE EMPLOYEE PARKING (123 STALLS)ONLYONLYONLYON L Y ON L Y CAUTION CAUTION CAUTION CAUTIO N CAUTIO N CAUTION CAUTION CAUTIO N CAUTIO N CAUTION CAUTIO N CAUT I O N CAUTION CAUTI ON CAUT I O N CAUTION CAUT ION CAUTION CAUT I O N CAUTION CAUT ION CAUTIONONLY ONLY ONLYDETENTION PONDHWL 639.20NWL 634.00DETENTION PONDHWL 639.20NWL 634.00HWL=639.80NWL=634.00637638639636635634.1639638637636635HWL=639.80NWL=634.00634.1634.1634.1 CAU TI O N ONLY ONLY ONLYFF=647.10ONLYDETENTION PONDHWL 639.80NWL 634.00CAUTION CAUTIONCAUTIONCAUTION CAUTI O N CAUTIONCAU TI O N ONLY ONLY ONLYFF=647.10ONLYDETENTION PONDHWL 639.80NWL 634.00CAUTION CAUTIONCAUTIONCAUTION CAUTI O N CAUTION15"15"18"15"15"15"15"15"12"15"12"18"ONLY15"DETENTION PONDHWL 639.20NWL 634.00E COUNTRYSIDE PARKWAYMCHUGH ROAD E COUNTRYSIDE PARKWAYMCHUGH ROAD DETENTION PONDHWL 639.20NWL 634.00CANOPY TREE2.5" DBH MINIMUMCANOPY TREE - PARKWAY2.5" DBH MINIMUMCANOPY TREE - PARKING AREA2.5" DBH MINIMUMCANOPY TREE - PARKING AREA MEDIAN2.5" DBH MINIMUMEVERGREEN TREE6` HT MINIMUMORNAMENTAL TREE1.5" DBH MINIMUM FOR SINGLE STEM6` HT. MINIMUM FOR MULTI-STEMLARGE DECIDUOUS SHRUBLARGE DECIDUOUS SHRUB - PARKING AREA PERIMETERLARGE EVERGREEN SHRUBLARGE EVERGREEN SHRUB - PARKING AREA PERIMETERMEDIUM DECIDUOUS SHRUBMEDIUM DECIDUOUS SHRUB - PARKING AREA MEDIANMEDIUM DECIDUOUS SHRUB - PARKING AREA PERMIETERSMALL DECIDUOUS SHRUBSMALL DECIDUOUS SHRUB - PARKING AREA MEDIANSMALL DECIDUOUS SHRUB - PARKING AREA PERIMETERORNAMENTAL GRASSORNAMENTAL GRASS - PARKING AREA PERIMETERPERENNIALSTURF SODNO-MOW TURF SEED MIXNATURALIZED PLANTINGSCONCEPT PLANT SCHEDULECANOPY TREE2.5" DBH MINIMUMCANOPY TREE - PARKWAY2.5" DBH MINIMUMCANOPY TREE - PARKING AREA2.5" DBH MINIMUMCANOPY TREE - PARKING AREA MEDIAN2.5" DBH MINIMUMEVERGREEN TREE6` HT MINIMUMORNAMENTAL TREE1.5" DBH MINIMUM FOR SINGLE STEM6` HT. MINIMUM FOR MULTI-STEMLARGE DECIDUOUS SHRUBLARGE DECIDUOUS SHRUB - PARKING AREA PERIMETERLARGE EVERGREEN SHRUBLARGE EVERGREEN SHRUB - PARKING AREA PERIMETERMEDIUM DECIDUOUS SHRUBMEDIUM DECIDUOUS SHRUB - PARKING AREA MEDIANMEDIUM DECIDUOUS SHRUB - PARKING AREA PERMIETERSMALL DECIDUOUS SHRUBSMALL DECIDUOUS SHRUB - PARKING AREA MEDIANSMALL DECIDUOUS SHRUB - PARKING AREA PERIMETERORNAMENTAL GRASSORNAMENTAL GRASS - PARKING AREA PERIMETERPERENNIALSTURF SODNO-MOW TURF SEED MIXNATURALIZED PLANTINGSCONCEPT PLANT SCHEDULENORTH ARROW AND SCALEAS INDICATEDDATEISSUED FORREV©CONSULTANTSEAL AND SIGNATURES09/20/2024GREEN INKCOSTCO WHOLESALEWAREHOUSE SITE SWC OF MCHUGH ROAD & EAST COUNTRYSIDE PKWY YORKVILLE, IL11/15/2024CITY SUBMITTALNORTHKEY MAPNORTHL1.1L1.3L1.2L1.4MATCHLINE - SEE SHEET L1.3MATCHLINE - SEE SHEET L1.2 L1.1LANDSCAPE PLANNOTE: NOT FOR CONSTRUCTIONNOTE: ALL INTERIOR ISLANDS AND FOUNDATION LANDSCAPE TO BE MULCHED WITH ROCK MULCH. 644645645644643642ON L YONLYCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAU TI O N CAUTIONCAU TI O NCAUTIONCAUTION CAUTIONCAUTION CAUTIONCAUTIONON L YONLYCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAU TI O N CAUTIONCAU TI O NCAUTIONCAUTION CAUTIONCAUTION CAUTIONCAUTION6" x 26" x 324"20"18"20"6" x 26" x 26" x 3E COUNTRYSIDE PARKWAYE V E T E R A N S P A R KW A Y LANDSCAPE BED EDGE, TYP.TURF SOD TO LIMITS OF DISTURBANCE, TYP.ROCK MULCH IN INTERIOR PLANTING ISLANDS LOCALLYSOURCED, 1"-2" SIZE, CLEAN WASHED STONE, TYP.NO-MOW TURF SEED TOLIMITS OF DISTURBANCE, TYP.EXISTING TREE TO REMAIN, TYP. IF DISTURBED,CONTRACTOR TO REPLACE IN KIND.CAUTION CAUTIO NCAUTION CAUTION ONLYONLY ONLYONLY ONLYONLYONLY ONLYONLYFUTURE EMPLOYEE PARKING (123 STALLS)ONLYONLYONLYONL Y ON L Y CAUTIO N CAUTION CAUTIO N CAUTION CAUTION CAUTIO N CAUTIO N CAUTION CAUTION CAUTIONCAUTION CAU T IO N CAUTION CAUT I O N CAU T IO N CAUTION CAUTION CAU TIO N CAU T IO N CAUTION CAUT ION CAUTIONONLY ONLY CAUTION CAUTIO NCAUTION CAUTION ONLYONLY ONLYONLY ONLYONLYONLY ONLYONLYFUTURE EMPLOYEE PARKING (123 STALLS)ONLYONLYONLYONL Y ON L Y CAUTIO N CAUTION CAUTIO N CAUTION CAUTION CAUTIO N CAUTIO N CAUTION CAUTION CAUTIONCAUTION CAU T IO N CAUTION CAUT I O N CAU T IO N CAUTION CAUTION CAU TIO N CAU T IO N CAUTION CAUT ION CAUTIONONLY ONLY ONLYDETENTION PONDHWL 639.20NWL 634.00DETENTION PONDHWL 639.20NWL 634.00644644645645644643642CAUTION ON L YONLYCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAU TI O N CAUTIONCAU TI O NCAUTIONCAUTION CAUTIONCAUTIONCAUTION CAUTIONCAUTIONCAUTION ON L YONLYCAUTIONCAUTIONCAUTIONCAUTIONCAUTIONCAU TI O N CAUTIONCAU TI O NCAUTIONCAUTION CAUTIONCAUTIONCAUTION CAUTIONCAUTION6" x 26" x 324"20"18"20"6" x 26" x 26" x 3E COUNTRYSIDE PARKWAYE V E T E R A N S P A R KW A Y LANDSCAPE BED EDGE, TYP.TURF SOD TO LIMITS OF DISTURBANCE, TYP.ROCK MULCH IN INTERIOR PLANTING ISLANDS LOCALLYSOURCED, 1"-2" SIZE, CLEAN WASHED STONE, TYP.NO-MOW TURF SEED TOLIMITS OF DISTURBANCE, TYP.EXISTING TREE TO REMAIN, TYP. IF DISTURBED,CONTRACTOR TO REPLACE IN KIND.CANOPY TREE2.5" DBH MINIMUMCANOPY TREE - PARKWAY2.5" DBH MINIMUMCANOPY TREE - PARKING AREA2.5" DBH MINIMUMCANOPY TREE - PARKING AREA MEDIAN2.5" DBH MINIMUMEVERGREEN TREE6` HT MINIMUMORNAMENTAL TREE1.5" DBH MINIMUM FOR SINGLE STEM6` HT. MINIMUM FOR MULTI-STEMLARGE DECIDUOUS SHRUBLARGE DECIDUOUS SHRUB - PARKING AREA PERIMETERLARGE EVERGREEN SHRUBLARGE EVERGREEN SHRUB - PARKING AREA PERIMETERMEDIUM DECIDUOUS SHRUBMEDIUM DECIDUOUS SHRUB - PARKING AREA MEDIANMEDIUM DECIDUOUS SHRUB - PARKING AREA PERMIETERSMALL DECIDUOUS SHRUBSMALL DECIDUOUS SHRUB - PARKING AREA MEDIANSMALL DECIDUOUS SHRUB - PARKING AREA PERIMETERORNAMENTAL GRASSORNAMENTAL GRASS - PARKING AREA PERIMETERPERENNIALSTURF SODNO-MOW TURF SEED MIXNATURALIZED PLANTINGSCONCEPT PLANT SCHEDULECANOPY TREE2.5" DBH MINIMUMCANOPY TREE - PARKWAY2.5" DBH MINIMUMCANOPY TREE - PARKING AREA2.5" DBH MINIMUMCANOPY TREE - PARKING AREA MEDIAN2.5" DBH MINIMUMEVERGREEN TREE6` HT MINIMUMORNAMENTAL TREE1.5" DBH MINIMUM FOR SINGLE STEM6` HT. MINIMUM FOR MULTI-STEMLARGE DECIDUOUS SHRUBLARGE DECIDUOUS SHRUB - PARKING AREA PERIMETERLARGE EVERGREEN SHRUBLARGE EVERGREEN SHRUB - PARKING AREA PERIMETERMEDIUM DECIDUOUS SHRUBMEDIUM DECIDUOUS SHRUB - PARKING AREA MEDIANMEDIUM DECIDUOUS SHRUB - PARKING AREA PERMIETERSMALL DECIDUOUS SHRUBSMALL DECIDUOUS SHRUB - PARKING AREA MEDIANSMALL DECIDUOUS SHRUB - PARKING AREA PERIMETERORNAMENTAL GRASSORNAMENTAL GRASS - PARKING AREA PERIMETERPERENNIALSTURF SODNO-MOW TURF SEED MIXNATURALIZED PLANTINGSCONCEPT PLANT SCHEDULENORTH ARROW AND SCALEAS INDICATEDDATEISSUED FORREV©CONSULTANTSEAL AND SIGNATURES09/20/2024GREEN INKCOSTCO WHOLESALEWAREHOUSE SITE SWC OF MCHUGH ROAD & EAST COUNTRYSIDE PKWY YORKVILLE, IL11/15/2024CITY SUBMITTALL1.2LANDSCAPE PLANNORTHKEY MAPNORTHL1.1L1.3L1.4L1.2MATCHLINE - SEE SHEET L1.4MATCHLINE - SEE SHEET L1.1 NOTE: NOT FOR CONSTRUCTIONNOTE: ALL INTERIOR ISLANDS AND FOUNDATION LANDSCAPE TO BE MULCHED WITH ROCK MULCH. 645646646645644645644 643 642646 6466456446436476486486476466456 4 5 6 4 4 644645 645CAUTIONCAU TI O NCAUTIONCAU TI O N OUTLOT 22.70 ACRES(117,583 SF)ONLY ONLY ONLYFUTURE EMPLOYEE PARKING (123 STALLS)CAUTIONCAU TI O NONLY CAUTIONCAU TI O NCAUTIONCAU TI O N OUTLOT 22.70 ACRES(117,583 SF)ONLY ONLY ONLYFUTURE EMPLOYEE PARKING (123 STALLS)CAUTIONCAU TI O NONLY 12"18"15"12"12"E V E T E R A N S P A R KW A Y (US ROUTE 34 ) MCHUGH ROADLANDSCAPE BED EDGE, TYP.TURF SOD, TYP.TURF SOD TO LIMITS OF DISTURBANCE, TYP.KEEP 18-24" CLEAR ALONG FRONT OF THE BUILDING INLANDSCAPE BEDS FOR MAINTENANCE. ROCK MULCH INFOUNDATION PLANTING BEDS LOCALLY SOURCED, 1"-2" SIZE,CLEAN WASHED STONE, TYP.ROCK MULCH IN INTERIOR PLANTING ISLANDS LOCALLYSOURCED, 1"-2" SIZE, CLEAN WASHED STONE, TYP.ROCK MULCH IN INTERIOR PLANTING ISLANDS LOCALLYSOURCED, 1"-2" SIZE, CLEAN WASHED STONE, TYP.OUTLOT 22.88 ACRES(125,373 SF)NO-MOW TURF SEED TOLIMITS OF DISTURBANCE, TYP.EXISTING TREE TO REMAIN, TYP. IF DISTURBED,CONTRACTOR TO REPLACE IN KIND.TURF SOD TO LIMITS OF DISTURBANCE, TYP.CAUTION CAUTIONCAUTION CAUTION ONLYONLY ONLYONLY ONLYONLYONLY ONLYONLYFUTURE EMPLOYEE PARKING (123 STALLS)ONLYONLYONLYON L Y ON L Y CAUTION CAUTION CAUTION CAUTIO N CAUTION CAUTION CAUTION CAUTIO N CAUTION CAUTION CAUTIO N CAUT I O N CAU TIO N CAUTI ON CAUT I O N CAUTION CAUTION CAUTION CAUT I O N CAUTION CAUTION CAUTIONONLY ONLY CAUTION CAUTIONCAUTION CAUTION ONLYONLY ONLYONLY ONLYONLYONLY ONLYONLYFUTURE EMPLOYEE PARKING (123 STALLS)ONLYONLYONLYON L Y ON L Y CAUTION CAUTION CAUTION CAUTIO N CAUTION CAUTION CAUTION CAUTIO N CAUTION CAUTION CAUTIO N CAUT I O N CAU TIO N CAUTI ON CAUT I O N CAUTION CAUTION CAUTION CAUT I O N CAUTION CAUTION CAUTIONONLY ONLY ONLYDETENTION PONDHWL 639.20NWL 634.00DETENTION PONDHWL 639.20NWL 634.00645646646645644645644 643 642646 6466456446436476486486476466456 4 5 6 4 4 644645 645646CAUTIONCAU TI O NCAUTIONCAU TI O N OUTLOT 22.70 ACRES(117,583 SF)ONLY ONLY ONLYFUTURE EMPLOYEE PARKING (123 STALLS)O N L Y ON L Y CAUTIONCAU TI O NONLY CAUTIONCAU TI O NCAUTIONCAU TI O N OUTLOT 22.70 ACRES(117,583 SF)ONLY ONLY ONLYFUTURE EMPLOYEE PARKING (123 STALLS)O N L Y ON L Y CAUTIONCAU TI O NONLY 15"12"18"15"12"12"E V E T E R A N S P A R KW A Y (US ROUTE 34 ) MCHUGH ROAD E V E T E R A N S P A R KW A Y (US ROUTE 34 ) MCHUGH ROAD OUTLOT 22.88 ACRES(125,373 SF)CANOPY TREE2.5" DBH MINIMUMCANOPY TREE - PARKWAY2.5" DBH MINIMUMCANOPY TREE - PARKING AREA2.5" DBH MINIMUMCANOPY TREE - PARKING AREA MEDIAN2.5" DBH MINIMUMEVERGREEN TREE6` HT MINIMUMORNAMENTAL TREE1.5" DBH MINIMUM FOR SINGLE STEM6` HT. MINIMUM FOR MULTI-STEMLARGE DECIDUOUS SHRUBLARGE DECIDUOUS SHRUB - PARKING AREA PERIMETERLARGE EVERGREEN SHRUBLARGE EVERGREEN SHRUB - PARKING AREA PERIMETERMEDIUM DECIDUOUS SHRUBMEDIUM DECIDUOUS SHRUB - PARKING AREA MEDIANMEDIUM DECIDUOUS SHRUB - PARKING AREA PERMIETERSMALL DECIDUOUS SHRUBSMALL DECIDUOUS SHRUB - PARKING AREA MEDIANSMALL DECIDUOUS SHRUB - PARKING AREA PERIMETERORNAMENTAL GRASSORNAMENTAL GRASS - PARKING AREA PERIMETERPERENNIALSTURF SODNO-MOW TURF SEED MIXNATURALIZED PLANTINGSCONCEPT PLANT SCHEDULECANOPY TREE2.5" DBH MINIMUMCANOPY TREE - PARKWAY2.5" DBH MINIMUMCANOPY TREE - PARKING AREA2.5" DBH MINIMUMCANOPY TREE - PARKING AREA MEDIAN2.5" DBH MINIMUMEVERGREEN TREE6` HT MINIMUMORNAMENTAL TREE1.5" DBH MINIMUM FOR SINGLE STEM6` HT. MINIMUM FOR MULTI-STEMLARGE DECIDUOUS SHRUBLARGE DECIDUOUS SHRUB - PARKING AREA PERIMETERLARGE EVERGREEN SHRUBLARGE EVERGREEN SHRUB - PARKING AREA PERIMETERMEDIUM DECIDUOUS SHRUBMEDIUM DECIDUOUS SHRUB - PARKING AREA MEDIANMEDIUM DECIDUOUS SHRUB - PARKING AREA PERMIETERSMALL DECIDUOUS SHRUBSMALL DECIDUOUS SHRUB - PARKING AREA MEDIANSMALL DECIDUOUS SHRUB - PARKING AREA PERIMETERORNAMENTAL GRASSORNAMENTAL GRASS - PARKING AREA PERIMETERPERENNIALSTURF SODNO-MOW TURF SEED MIXNATURALIZED PLANTINGSCONCEPT PLANT SCHEDULENORTH ARROW AND SCALEAS INDICATEDDATEISSUED FORREV©CONSULTANTSEAL AND SIGNATURES09/20/2024GREEN INKCOSTCO WHOLESALEWAREHOUSE SITE SWC OF MCHUGH ROAD & EAST COUNTRYSIDE PKWY YORKVILLE, IL11/15/2024CITY SUBMITTALNORTHKEY MAPNORTHL1.1L1.2L1.4L1.3MATCHLINE - SEE SHEET L1.1MATCHLINE - SEE SHEET L1.4 L1.3LANDSCAPE PLANNOTE: NOT FOR CONSTRUCTIONNOTE: ALL INTERIOR ISLANDS AND FOUNDATION LANDSCAPE TO BE MULCHED WITH ROCK MULCH. CAUTION CAUTIO NCAUTION CAUTIO N ONLYONLY ONLYONLY ONLYONLYONLY ONLYONLYFUTURE EMPLOYEE PARKING (123 STALLS)ONLYONLYONLYONL Y ON L Y CAUTIO N CAUTION CAUTION CAUTION CAUTION CAUTIO N CAUTION CAUTION CAUTION CAUTIO N CAUTIO N CAUT I O N CAUTIO N CAUT I O N CAU T IO N CAUTION CAUTION CAUTION CAU T IO N CAUTION CAUTION CAUT IONONLY ONLY CAUTION CAUTIO NCAUTION CAUTIO N ONLYONLY ONLYONLY ONLYONLYONLY ONLYONLYFUTURE EMPLOYEE PARKING (123 STALLS)ONLYONLYONLYONL Y ON L Y CAUTIO N CAUTION CAUTION CAUTION CAUTION CAUTIO N CAUTION CAUTION CAUTION CAUTIO N CAUTIO N CAUT I O N CAUTIO N CAUT I O N CAU T IO N CAUTION CAUTION CAUTION CAU T IO N CAUTION CAUTION CAUT IONONLY ONLY ONLYDETENTION PONDHWL 639.20NWL 634.00DETENTION PONDHWL 639.20NWL 634.00645 645646647 646647645644645644643644645646OUTLOT 14.20 ACRES(182,840 SF)ONLYONLYONLYONLYONLYONLY OUTLOT 14.20 ACRES(182,840 SF)ONLYONLYONLYONLYONLYONLY E V E T E R A N S P A R KW A Y ( U S RO U T E 3 4 )TUMA RD.ROCK MULCH IN INTERIOR PLANTING ISLANDS LOCALLYSOURCED, 1"-2" SIZE, CLEAN WASHED STONE, TYP.OUTLOT 14.23 ACRES(184,174 SF)NO-MOW TURF SEED TOLIMITS OF DISTURBANCE, TYP.645 645646647 646647645644645644643644645646CAUTIONONLYONLYONLYONLYONLY CAUTIONONLY CAUTIONONLYONLYONLYONLYONLY CAUTIONONLYTUMA RD.E VETERANS PARKWAY ROCK MULCH IN INTERIOR PLANTING ISLANDS LOCALLYSOURCED, 1"-2" SIZE, CLEAN WASHED STONE, TYP.OUTLOT 14.23 ACRES(184,174 SF)NO-MOW TURF SEED TOLIMITS OF DISTURBANCE, TYP.CANOPY TREE2.5" DBH MINIMUMCANOPY TREE - PARKWAY2.5" DBH MINIMUMCANOPY TREE - PARKING AREA2.5" DBH MINIMUMCANOPY TREE - PARKING AREA MEDIAN2.5" DBH MINIMUMEVERGREEN TREE6` HT MINIMUMORNAMENTAL TREE1.5" DBH MINIMUM FOR SINGLE STEM6` HT. MINIMUM FOR MULTI-STEMLARGE DECIDUOUS SHRUBLARGE DECIDUOUS SHRUB - PARKING AREA PERIMETERLARGE EVERGREEN SHRUBLARGE EVERGREEN SHRUB - PARKING AREA PERIMETERMEDIUM DECIDUOUS SHRUBMEDIUM DECIDUOUS SHRUB - PARKING AREA MEDIANMEDIUM DECIDUOUS SHRUB - PARKING AREA PERMIETERSMALL DECIDUOUS SHRUBSMALL DECIDUOUS SHRUB - PARKING AREA MEDIANSMALL DECIDUOUS SHRUB - PARKING AREA PERIMETERORNAMENTAL GRASSORNAMENTAL GRASS - PARKING AREA PERIMETERPERENNIALSTURF SODNO-MOW TURF SEED MIXNATURALIZED PLANTINGSCONCEPT PLANT SCHEDULECANOPY TREE2.5" DBH MINIMUMCANOPY TREE - PARKWAY2.5" DBH MINIMUMCANOPY TREE - PARKING AREA2.5" DBH MINIMUMCANOPY TREE - PARKING AREA MEDIAN2.5" DBH MINIMUMEVERGREEN TREE6` HT MINIMUMORNAMENTAL TREE1.5" DBH MINIMUM FOR SINGLE STEM6` HT. MINIMUM FOR MULTI-STEMLARGE DECIDUOUS SHRUBLARGE DECIDUOUS SHRUB - PARKING AREA PERIMETERLARGE EVERGREEN SHRUBLARGE EVERGREEN SHRUB - PARKING AREA PERIMETERMEDIUM DECIDUOUS SHRUBMEDIUM DECIDUOUS SHRUB - PARKING AREA MEDIANMEDIUM DECIDUOUS SHRUB - PARKING AREA PERMIETERSMALL DECIDUOUS SHRUBSMALL DECIDUOUS SHRUB - PARKING AREA MEDIANSMALL DECIDUOUS SHRUB - PARKING AREA PERIMETERORNAMENTAL GRASSORNAMENTAL GRASS - PARKING AREA PERIMETERPERENNIALSTURF SODNO-MOW TURF SEED MIXNATURALIZED PLANTINGSCONCEPT PLANT SCHEDULENORTH ARROW AND SCALEAS INDICATEDDATEISSUED FORREV©CONSULTANTSEAL AND SIGNATURES09/20/2024GREEN INKCOSTCO WHOLESALEWAREHOUSE SITE SWC OF MCHUGH ROAD & EAST COUNTRYSIDE PKWY YORKVILLE, IL11/15/2024CITY SUBMITTALL1.4LANDSCAPE PLANNORTHKEY MAPNORTHL1.1L1.3L1.2L1.4MATCHLINE - SEE SHEET L1.2MATCHLINE - SEE SHEET L1.3 L1.4LANDSCAPE PLANNOTE: NOT FOR CONSTRUCTIONNOTE: ALL INTERIOR ISLANDS AND FOUNDATION LANDSCAPE TO BE MULCHED WITH ROCK MULCH. BOTANICAL / COMMON NAMETREESACER MIYABEI 'MORTON' / STATE STREET™ MIYABE MAPLEACER X FREEMANII 'AUTUMN BLAZE' / AUTUMN BLAZE MAPLECELTIS OCCIDENTALIS / COMMON HACKBERRYGINKGO BILOBA 'AUTUMN GOLD' / AUTUMN GOLD MAIDENHAIR TREEGLEDITSIA TRIACANTHOS INERMIS 'SKYLINE' / SKYLINE HONEY LOCUSTGYMNOCLADUS DIOICUS 'ESPRESSO' / KENTUCKY COFFEETREEOSTRYA VIRGINIANA / AMERICAN HOPHORNBEAMQUERCUS BICOLOR / SWAMP WHITE OAKQUERCUS MACROCARPA / BURR OAKTAXODIUM DISTICHUM 'SHAWNEE BRAVE' / SHAWNEE BRAVE BALD CYPRESSTILIA AMERICANA 'BOULEVARD' / BOULEVARD AMERICAN LINDENULMUS AMERICANA 'PRINCETON' / PRINCETON AMERICAN ELMULMUS X 'FRONTIER' / FRONTIER ELMULMUS X 'MORTON' / ACCOLADE™ ELMZELKOVA SERRATA 'GREEN VASE' / GREEN VASE JAPANESE ZELKOVAEVERGREEN TREESABIES CONCOLOR / WHITE FIRPICEA ABIES / NORWAY SPRUCEPICEA OMORIKA / SERBIAN SPRUCEPINUS FLEXILIS 'VANDERWOLF'S PYRAMID' / VANDERWOLF'S PYRAMID LIMBER PINEPSEUDOTSUGA MENZIESII / DOUGLAS FIRORNAMENTAL TREESAMELANCHIER X GRANDIFLORA 'AUTUMN BRILLIANCE' / AUTUMN BRILLIANCE APPLE SERVICEBERRYMALUS X 'PRAIRIFIRE' / PRAIRIFIRE CRABAPPLESYRINGA RETICULATA 'IVORY SILK' / IVORY SILK JAPANESE TREE LILACSHRUBSARONIA MELANOCARPA 'MORTON' / IROQUOIS BEAUTY™ BLACK CHOKEBERRYARONIA MELANOCARPA 'UCONNAM165' / LOW SCAPE MOUND CHOKEBERRYCEANOTHUS AMERICANUS / NEW JERSEY TEACORNUS ALBA 'BAILHALO' / IVORY HALO® TATARIAN DOGWOODCORNUS SANGUINEA 'CATO' / ARCTIC SUN® BLOODTWIG DOGWOODDEUTZIA X 'NCDX1' / YUKI SNOWFLAKE® DEUTZIADIERVILLA X 'G2X88544' / KODIAK® ORANGE DIERVILLAFORSYTHIA X INTERMEDIA 'NIMBUS' / SHOW OFF® SUGAR BABY® DWARF FORSYTHIAHYDRANGEA PANICULATA 'JANE' / LITTLE LIME® PANICLE HYDRANGEAPHYSOCARPUS OPULIFOLIUS 'DONNA MAY' / LITTLE DEVIL™ DWARF NINEBARKPHYSOCARPUS OPULIFOLIUS 'SEWARD' / SUMMER WINE® NINEBARKPOTENTILLA FRUTICOSA 'JACKMANII' / JACKMAN'S BUSH CINQUEFOILSPIRAEA BETULIFOLIA 'TOR GOLD' / GLOW GIRL® BIRCHLEAF SPIREASPIRAEA JAPONICA 'NEON FLASH' / NEON FLASH JAPANESE SPIREASPIRAEA JAPONICA 'WALBUMA' / MAGIC CARPET JAPANESE SPIREAVIBURNUM DENTATUM 'BLUE MUFFIN' / BLUE MUFFIN ARROWWOOD VIBURNUMWEIGELA FLORIDA 'ALEXANDRA' / WINE & ROSES® WEIGELAWEIGELA FLORIDA 'BRAMWELL' / FINE WINE® WEIGELAWEIGELA FLORIDA 'VERWEIG' / MY MONET® WEIGELAEVERGREEN SHRUBSJUNIPERUS CHINENSIS 'SEA GREEN' / SEA GREEN JUNIPERTAXUS X MEDIA 'TAUNTONII' / TAUNTON'S ANGLO-JAPANESE YEWORNAMENTAL GRASSESCALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' / KARL FOERSTER FEATHER REED GRASSPANICUM VIRGATUM 'CHEYENNE SKY' / CHEYENNE SKY PRAIRIE WINDS® SWITCH GRASSPANICUM VIRGATUM 'HEAVY METAL' / HEAVY METAL SWITCH GRASSPENNISETUM ALOPECUROIDES 'BURGUNDY BUNNY' / BURGUNDY BUNNY DWARF FOUNTAIN GRASSPENNISETUM ALOPECUROIDES 'HAMELN' / HAMELN FOUNTAIN GRASSPENNISETUM ALOPECUROIDES 'PIGLET' / PIGLET DWARF FOUNTAIN GRASSSPOROBOLUS HETEROLEPIS / PRAIRIE DROPSEEDPERENNIALSALLIUM X 'SUMMER BEAUTY' / SUMMER BEAUTY ORNAMENTAL ONIONAMSONIA TABERNAEMONTANA 'BLUE ICE' / BLUE ICE EASTERN BLUESTARECHINACEA X 'BUTTERFLY KISSES' / BUTTERFLY KISSES CONEFLOWERHEMEROCALLIS X 'ROSY RETURNS' / ROSY RETURNS DAYLILYRUDBECKIA FULGIDA 'LITTLE GOLDSTAR' / LITTLE GOLDSTAR BLACK-EYED SUSANSEDUM X 'AUTUMN JOY' / AUTUMN JOY SEDUMPLANT SCHEDULEBOTANICAL / COMMON NAMETREESACER MIYABEI 'MORTON' / STATE STREET™ MIYABE MAPLEACER X FREEMANII 'AUTUMN BLAZE' / AUTUMN BLAZE MAPLECELTIS OCCIDENTALIS / COMMON HACKBERRYGINKGO BILOBA 'AUTUMN GOLD' / AUTUMN GOLD MAIDENHAIR TREEGLEDITSIA TRIACANTHOS INERMIS 'SKYLINE' / SKYLINE HONEY LOCUSTGYMNOCLADUS DIOICUS 'ESPRESSO' / KENTUCKY COFFEETREEOSTRYA VIRGINIANA / AMERICAN HOPHORNBEAMQUERCUS BICOLOR / SWAMP WHITE OAKQUERCUS MACROCARPA / BURR OAKTAXODIUM DISTICHUM 'SHAWNEE BRAVE' / SHAWNEE BRAVE BALD CYPRESSTILIA AMERICANA 'BOULEVARD' / BOULEVARD AMERICAN LINDENULMUS AMERICANA 'PRINCETON' / PRINCETON AMERICAN ELMULMUS X 'FRONTIER' / FRONTIER ELMULMUS X 'MORTON' / ACCOLADE™ ELMZELKOVA SERRATA 'GREEN VASE' / GREEN VASE JAPANESE ZELKOVAEVERGREEN TREESABIES CONCOLOR / WHITE FIRPICEA ABIES / NORWAY SPRUCEPICEA OMORIKA / SERBIAN SPRUCEPINUS FLEXILIS 'VANDERWOLF'S PYRAMID' / VANDERWOLF'S PYRAMID LIMBER PINEPSEUDOTSUGA MENZIESII / DOUGLAS FIRORNAMENTAL TREESAMELANCHIER X GRANDIFLORA 'AUTUMN BRILLIANCE' / AUTUMN BRILLIANCE APPLE SERVICEBERRYMALUS X 'PRAIRIFIRE' / PRAIRIFIRE CRABAPPLESYRINGA RETICULATA 'IVORY SILK' / IVORY SILK JAPANESE TREE LILACSHRUBSARONIA MELANOCARPA 'MORTON' / IROQUOIS BEAUTY™ BLACK CHOKEBERRYARONIA MELANOCARPA 'UCONNAM165' / LOW SCAPE MOUND CHOKEBERRYCEANOTHUS AMERICANUS / NEW JERSEY TEACORNUS ALBA 'BAILHALO' / IVORY HALO® TATARIAN DOGWOODCORNUS SANGUINEA 'CATO' / ARCTIC SUN® BLOODTWIG DOGWOODDEUTZIA X 'NCDX1' / YUKI SNOWFLAKE® DEUTZIADIERVILLA X 'G2X88544' / KODIAK® ORANGE DIERVILLAFORSYTHIA X INTERMEDIA 'NIMBUS' / SHOW OFF® SUGAR BABY® DWARF FORSYTHIAHYDRANGEA PANICULATA 'JANE' / LITTLE LIME® PANICLE HYDRANGEAPHYSOCARPUS OPULIFOLIUS 'DONNA MAY' / LITTLE DEVIL™ DWARF NINEBARKPHYSOCARPUS OPULIFOLIUS 'SEWARD' / SUMMER WINE® NINEBARKPOTENTILLA FRUTICOSA 'JACKMANII' / JACKMAN'S BUSH CINQUEFOILSPIRAEA BETULIFOLIA 'TOR GOLD' / GLOW GIRL® BIRCHLEAF SPIREASPIRAEA JAPONICA 'NEON FLASH' / NEON FLASH JAPANESE SPIREASPIRAEA JAPONICA 'WALBUMA' / MAGIC CARPET JAPANESE SPIREAVIBURNUM DENTATUM 'BLUE MUFFIN' / BLUE MUFFIN ARROWWOOD VIBURNUMWEIGELA FLORIDA 'ALEXANDRA' / WINE & ROSES® WEIGELAWEIGELA FLORIDA 'BRAMWELL' / FINE WINE® WEIGELAWEIGELA FLORIDA 'VERWEIG' / MY MONET® WEIGELAEVERGREEN SHRUBSJUNIPERUS CHINENSIS 'SEA GREEN' / SEA GREEN JUNIPERTAXUS X MEDIA 'TAUNTONII' / TAUNTON'S ANGLO-JAPANESE YEWORNAMENTAL GRASSESCALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' / KARL FOERSTER FEATHER REED GRASSPANICUM VIRGATUM 'CHEYENNE SKY' / CHEYENNE SKY PRAIRIE WINDS® SWITCH GRASSPANICUM VIRGATUM 'HEAVY METAL' / HEAVY METAL SWITCH GRASSPENNISETUM ALOPECUROIDES 'BURGUNDY BUNNY' / BURGUNDY BUNNY DWARF FOUNTAIN GRASSPENNISETUM ALOPECUROIDES 'HAMELN' / HAMELN FOUNTAIN GRASSPENNISETUM ALOPECUROIDES 'PIGLET' / PIGLET DWARF FOUNTAIN GRASSSPOROBOLUS HETEROLEPIS / PRAIRIE DROPSEEDPERENNIALSALLIUM X 'SUMMER BEAUTY' / SUMMER BEAUTY ORNAMENTAL ONIONAMSONIA TABERNAEMONTANA 'BLUE ICE' / BLUE ICE EASTERN BLUESTARECHINACEA X 'BUTTERFLY KISSES' / BUTTERFLY KISSES CONEFLOWERHEMEROCALLIS X 'ROSY RETURNS' / ROSY RETURNS DAYLILYRUDBECKIA FULGIDA 'LITTLE GOLDSTAR' / LITTLE GOLDSTAR BLACK-EYED SUSANSEDUM X 'AUTUMN JOY' / AUTUMN JOY SEDUMPLANT SCHEDULENORTH ARROW AND SCALEAS INDICATEDDATEISSUED FORREV©CONSULTANTSEAL AND SIGNATURES09/20/2024GREEN INKCOSTCO WHOLESALEWAREHOUSE SITE SWC OF MCHUGH ROAD & EAST COUNTRYSIDE PKWY YORKVILLE, IL11/15/2024CITY SUBMITTALL2.0LANDSCAPE NOTESAND DETAILSNOTE: NOT FOR CONSTRUCTIONNOTE: ALL INTERIOR ISLANDS AND FOUNDATION LANDSCAPE TO BE MULCHED WITH ROCK MULCH.NATURALIZED POND PLANTINGS, POND DESIGN AND EXACT SEED MIXES TO BE DETERMINED AT A LATER DATE: NORTH ARROW AND SCALEAS INDICATEDDATEISSUED FORREV©CONSULTANTSEAL AND SIGNATURES09/20/2024GREEN INKCOSTCO WHOLESALEWAREHOUSE SITE SWC OF MCHUGH ROAD & EAST COUNTRYSIDE PKWY YORKVILLE, IL11/15/2024CITY SUBMITTALL2.1LANDSCAPE NOTESAND DETAILS3"6 OZ. NON-WOVEN GEOTEXTILE FABRICWRAP AT ADJACENT SURFACESUBGRADEFGSTONE MULCH3" = 1'-0"12" STEEL EDGER SPIKE18" X 4" STEEL EDGERTOP FLUSH WITH GRADEADJACENT SURFACEVARIES, SEE PLANDECORATIVE STONEMULCH/STONE MULCH63"FGSTONE MULCH ADJACENT TO HARDSCAPE3" = 1'-0"VARIES, SEE PLANDECORATIVE STONEMULCH/STONE MULCH6 OZ. NON-WOVENGEOTEXTILE FABRICWRAP UPWARDS AGAINSTPAVING / CURBSUBGRADEADJACENT HARDSCAPE SURFACE71. INSPECT TREE FOR DAMAGED BRANCHES, APPLYCORRECTIVE PRUNING.2. SET ROOT BALL ON UNEXCAVATED OR TAMPED SOIL. TOPOF ROOTBALL SHALL BE TWO INCHES ABOVESURROUNDING GRADE WITH BURLAP AND WIRE BASKETINTACT.3. REMOVE WIRE BASKET AND BURLAP DOWN FOUR TO SIXINCHES BELOW TOP OF ROOT BALL. REMOVE ALL TWINEAND (IF USED), SYNTHETIC MATERIAL. REMOVE ORCORRECT GIRDLING ROOTS.4. TAMP EXCAVATED SOIL AROUND BASE OF ROOTBALL.5. BACKFILL REMAINDER EXCAVATED SOIL TAMPED LIGHTLY.HIGH CLAY OR POOR SOIL SHALL RECEIVE SOILAMENDMENT PER LANDSCAPE NOTES.6. WATER THOROUGHLY WITHIN TWO HOURS USING 10 TO 15GALLONS OF WATER.7. APPLY MULCH IN EVEN LAYER, KEEPING AWAY FROMROOT FLARE.8. FINAL LOCATION OF TREE TO BE APPROVED BY OWNER.NOTES:2X ROOT BALL WIDTHSHREDDED HARDWOOD MULCHEXCAVATED BACKFILLSUBGRADETAMPED BACKFILLTREE PLANTINGNTS11. APPLY CORRECTIVE PRUNING.2. SET ROOT BALL OR CONTAINER ON UNEXCAVATED OR TAMPED SOIL. TOP OFROOTBALL (CONTAINER) SHALL BE ONE INCH ABOVE SURROUNDING GRADE.FOR LARGER SHRUBS WITHIN PLANTING BED DIG A DEEPER PIT ONLY FORTHOSE SHRUBS.3. REMOVE BURLAP FROM TOP HALF THE LENGTH OF ROOTBALL. TWINE AND (IFUSED) SYNTHETIC MATERIAL SHALL BE REMOVED FROM PLANTING BED. FORCONTAINER GROWN SHRUBS, REMOVE CONTAINER AND LOOSEN ROOTSPRIOR TO INSTALLATION.4. REMOVE OR CORRECT GIRDLING ROOTS.5. PLUMB AND BACKFILL WITH AMENDED SOIL PER LANDSCAPE NOTES. WATERTHOROUGHLY WITHIN TWO HOURS.6. APPLY MULCH IN EVEN LAYER, KEEPING AWAY FROM ROOT FLARE. MULCHLIMITS FOR SHRUBS EXTEND TO ALL LIMITS OF PLANTING BED, SEE PLANSFOR BED LAYOUTS.NOTES:SHREDDEDHARDWOOD MULCHAMENDED SOILSUBGRADEMINIMUM 6" BEYOND ROOT BALLSHRUB PLANTINGNTS41. INSPECT TREE FOR DAMAGED BRANCHES, APPLYCORRECTIVE PRUNING.2. SET ROOT BALL ON UNEXCAVATED OR TAMPED SOIL. TOPOF ROOTBALL SHALL BE TWO INCHES ABOVESURROUNDING GRADE WITH BURLAP AND WIRE BASKETINTACT.3. REMOVE WIRE BASKET AND BURLAP DOWN FOUR TO SIXINCHES BELOW TOP OF ROOT BALL. REMOVE ALL TWINEAND (IF USED), SYNTHETIC MATERIAL. REMOVE ORCORRECT GIRDLING ROOTS.4. TAMP EXCAVATED SOIL AROUND BASE OF ROOTBALL.5. BACKFILL REMAINDER EXCAVATED SOIL TAMPED LIGHTLY.HIGH CLAY OR POOR SOIL SHALL RECEIVE SOILAMENDMENT PER LANDSCAPE NOTES.6. WATER THOROUGHLY WITHIN TWO HOURS USING 10 TO 15GALLONS OF WATER.7. APPLY MULCH IN EVEN LAYER, KEEPING AWAY FROMROOT FLARE.8. FINAL LOCATION OF TREE TO BE APPROVED BY OWNER.NOTES:SHREDDED HARDWOOD MULCHEXCAVATED BACKFILLSUBGRADETAMPED BACKFILLEVERGREEN TREE PLANTINGNTS2X ROOT BALL WIDTH3SECTIONPLAN VIEWO.C. SPACING, SEE PLANS FOR DETAILSSHREDDEDHARDWOOD MULCHAMENDED SOILSUBGRADESPADED BED EDGE1. EXCAVATE PLANTING BED.2. BED HEIGHT IS TO BE 2" ABOVE FINISH GRADE AND WELL DRAINED.3. REMOVE CONTAINER, SCORE SOIL MASS TO REDIRECT AND PREVENT CIRCLINGROOTS. CORRECT GIRDLING ROOTS.2. PLANT MATERIAL SHALL BE LAID OUT BY FOLLOWING THE BED EDGE, WORKINGTOWARDS THE CENTER OF THE BED USING TRIANGULAR (STAGGERED) SPACINGAS PLAUSIBLE.3. PLUMB AND BACKFILL WITH PLANTING MIX AS SPECIFIED IN LANDSCAPE NOTES.4. APPLY MULCH IN EVEN LAYER, KEEPING AWAY FROM ROOT FLARE. MULCH LIMITSFOR PERENNIALS/GROUNDCOVER EXTEND TO ALL LIMITS OF PLANTING BED, SEEPLANS FOR BED LAYOUTS.5. SPACING TO BE AS SPECIFIED IN THE PLANT LIST. PERENNIALS SHALL BE PLACEDWITH THEIR CENTER 24" FROM EDGE OF BED.NOTES:PERENNIAL PLANTINGNTS51. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING MATERIALS AND PLANTS SHOWN ON THE LANDSCAPE PLAN. THE CONTRACTOR IS RESPONSIBLE FOR THE COST TO REPAIR UTILITIES, ADJACENT LANDSCAPE, PUBLIC AND PRIVATE PROPERTY THAT ISDAMAGED BY THE CONTRACTOR OR THEIR SUBCONTRACTOR'S OPERATIONS DURING INSTALLATION OR DURING THE SPECIFIED MAINTENANCE PERIOD. CALL FOR UTILITY LOCATIONS PRIOR TO ANY EXCAVATION.2. THE CONTRACTOR SHALL REPORT ANY DISCREPANCY IN PLAN VS. FIELD CONDITIONS IMMEDIATELY TO THE LANDSCAPE ARCHITECT, PRIOR TO CONTINUING WITH THAT PORTION OF WORK. ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS.3. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA.4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY OF THEIR TRENCHES OR EXCAVATIONS THAT SETTLE.5.CONFORM TO AMERICAN ASSOCIATION OF NURSERYMEN'S SPECIFICATIONS TRUE TO NAME. PLANTS TO BE FIRST QUALITY, WELL FOLIATED WITH WELL-DEVELOPED ROOT SYSTEMS AND A NORMAL, WELL-SHAPED TRUNK AND LEADER, LIMBS, STEMS AND A HEAD. PLANTS DEEMED UNSUITABLE MAY BEREJECTED BEFORE OR AFTER DELIVERY. PLANT MATERIAL IS REQUIRED TO BE FREE OF EVIDENCE OF DISEASE, INSECTS, INSECT EGGS, AND LARVAE. OVERSIZE PLANTS MAY BE USED WITH APPROVAL, BUT AT NO INCREASE IN PRICE. BALLS THAT ARE CRACKED, BROKEN OR DRY TO THE CENTER WILL BEREJECTED.6. THE OWNER'S REPRESENTATIVE MAY REJECT ANY PLANT MATERIALS THAT ARE DISEASED, DEFORMED, OR OTHERWISE NOT EXHIBITING SUPERIOR QUALITY.7. GUARANTEE TREES, SHRUBS AND GROUND COVER FOR A PERIOD OF ONE YEAR AFTER DATE OF ACCEPTANCE AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH, EXCEPT FOR DEFECTS RESULTING FROM NEGLECT BY OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENAOR INCIDENTS WHICH ARE BEYOND LANDSCAPE CONTRACTOR'S CONTROL.8. AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE.9. PLANTS TO BE INSTALLED AS PER ANSI STANDARD PLANTING PRACTICES.10. PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLAIR. WHEN THE BALLED & BURLAP TREE IS PLANTED, THEROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE.11. OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS.12. PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES.13. WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST.14. STAKING OF TREES AS NEEDED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR.15. THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS.16. TOPSOIL SHALL BE HIGH-QUALITY, AMENDED PER AGRONOMICAL SOIL REPORT AND BE AND GRADED BY GENERAL CONTRACTOR TO THE FOLLOWING MINIMUM DEPTHS BELOW FINISHED GRADE. REFER TO SOIL SPECIFICATION FOR MORE DETAIL.- PLANTING AREAS WITHIN 10 FEET OF BUILDINGS: 6 INCHES- OTHER PLANTING AREAS: 4 INCHES- LANDSCAPE ISLANDS: 6 INCHES- TURF AREAS: 4 INCHES17. SEED/SOD LIMIT LINES ARE APPROXIMATE. CONTRACTOR SHALL SEED/SOD ALL AREAS WHICH ARE DISTURBED BY GRADING WITH THE SPECIFIED SEED/SOD MIXES. ALL DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. SOD/SEED SHALL BE LOCAL HARDYTURF GRASS MIX UNLESS, OTHERWISE NOTED.18. EDGING TO BE A SPADED EDGE UNLESS INDICATED OTHERWISE ON THE PLANS. SPADED EDGE TO PROVIDE V-SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. A SPADED BED EDGE SHALL SEPARATE MULCH BEDS FROM TURF OR SEEDED AREAS.A SPADED EDGE IS NOT REQUIRED ALONG CURBED EDGES.19. CONTRACTOR SHALL INSTALL NATURAL BROWN SHREDDED HARDWOOD MULCH AT A 3" DEPTH TO ALL TREES, SHRUB, PERENNIAL, AND GROUNDCOVER AREAS. TREES PLACED IN AREA COVERED BY TURF SHALL RECEIVE A 4 FT WIDE MAXIMUM TREE RING WITH 3" DEPTHSHREDDED HARDWOOD MULCH. ALL FOUNDATION PLANTING AREAS AND INTERIOR PARKING ISLANDS SHALL BE INSTALLED WITH DECORATIVE ROCK MULCH.20. INSTALLATION OF TREES WITHIN PARKWAYS SHALL BE COORDINATED IN THE FIELD WITH LOCATIONS OF UNDERGROUND UTILITIES. TREES SHALL NOT BE LOCATED CLOSER THAN 5' FROM UNDERGROUND UTILITY LINES AND NO CLOSER THAN 10' FROM UTILITY STRUCTURES.21. REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION.22. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER.23. DO NOT DISTURB THE EXISTING PAVING, LIGHTING, OR LANDSCAPING THAT EXISTS ADJACENT TO THE SITE UNLESS OTHERWISE NOTED ON PLAN.24. PLANT QUANTITIES SHOWN ARE FOR THE CONVENIENCE OF THE OWNER AND JURISDICTIONAL REVIEW AGENCIES. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL PLANT QUANTITIES AS DRAWN.25. SEE IRRIGATION PLANS FOR IRRIGATION AND IRRIGATION NOTES.26. SEE ELECTRICAL PLANS FOR SITE LIGHTING.SPECIFICATIONS SHALL SUPERCEDE LANDSCAPE NOTES.LANDSCAPE NOTESN.T.S.NOTES:TREE STAKINGDOUBLE STAKE PLAN1-1/2" UP TO 3" CALIPER& MULTI-TRUNK TREES1. THIS DETAIL IS FOR TREE STAKING ONLY. REF. TYPICAL TREE PLANTINGDETAIL FOR ADDITIONAL PLANTING INFORMATION.2. TREE STAKING IS ONLY REQUIRED WHEN TREES ARE UNSTABLE, TIPPEDOVER, AND/OR REQUESTED BY MUNICIPALITY OR OWNER, UNLESSOTHERWISE NOTED.3. REFERENCE PLANTING SOIL SPECIFICATIONS FOR ADDITIONAL INFORMATION.4. LOCATE ALL STAKES OUTSIDE OF ROOTBALL. DO NOT DRIVE STAKES INTOROOTBALL.5. STAKE MUST BE DRIVEN MIN. 24" INTO SOIL.6. ALL MULTI-TRUNK TREES SHALL BE DOUBLE STAKED.SINGLE STAKE PLANLESS THAN 1-1/2"CALIPERPREVAILING WIND6" SINGLE STAKE: 6'-0" MIN. DOUBLE STAKE: 6'-0" MIN. TRIPLE STAKE: 6'-0" MIN.TRIPLE STAKE PLAN3" CALIPER ANDGREATERPREPARED BACKFILLUNDISTURBED NATIVE SOILORIGINAL GRADEFINISH GRADESOIL BERM3" DEPTH SHREDDEDHARDWOOD MULCHTRUNK/ROOTBALL TO BECENTERED AND PLUMB/LEVEL INPLANTING PIT2 NON ABRASIVE TREE TIES.TREE TIES SHALL BE 6" ABOVEBENDING MOMENT OF TREE.TIES SHOULD PROVIDEFLEXIBILITY OF TRUNK BUT NOTNOT ALLOW RUBBING OF TRUNKAGAINST STAKELODGE POLE TREE STAKE.STAKE LOCATION SHALL NOTINTERFERE WITH BRANCHESTREE CANOPYROOT BALLTREE TRUNKNON-ABRASIVETREE TIES LOOPEDAROUND TREETRUNK AND STAKETREE STAKEEACH TREE TIESHALL BE NAILEDTO STAKE USINGGALVANIZED NAILSTREE CANOPYROOT BALLTREE TRUNKNON-ABRASIVETREE TIES LOOPEDAROUND TREETRUNK AND STAKETREE STAKEEACH TREE TIESHALL BE NAILEDTO STAKE USINGGALVANIZED NAILSPLANSECTIONPREVAILING WINDPREVAILING WIND2NOTE: NOT FOR CONSTRUCTIONNOTE: ALL INTERIOR ISLANDS AND FOUNDATION LANDSCAPE TO BE MULCHED WITH ROCK MULCH.1. NO TREE SHALL BE PLANTED CLOSER THAN THIRTY FEET (30') OF THE RIGHT=OF-WAY INTERSECTION.2. IF A STOP OF YIELD SIGN IS LOCATED AT AN INTERSECTION, NO TREE, WHEN APPROACHING THEINTERSECTION, SHALL BE PLANTED CLOSER THAN 50 LINEAL FEET IN FRONT OF A SIGN.3. TREES SHALL HAVE A MINIMUM SPACING OF TWENTY FEET (20') FROM LIGHT POLES, STREET SIGNS,FIRE HYDRANTS AND ANY OTHER SUCH ITEMS THAT MAY, IN THE OPINION OF THE CITY PLANNER ORPUBLIC WORKS DIRECTOR, REQUIRE SIMILAR INTERVALS.YORKVILLE, IL PARKWAY TREE NOTES: 11AA1010BBCCDDEEFFA.71.51.534567.67.694.64.65.65.66.46.47.37.37.87.88.58.59.19.19.59.51.41.4B.5D.53.12.13.94.95.97.47.98.39.2A.5B.3B.4B.7F.58.8D.68.28.22.82.8A.89.79.7C.49.25C.52.62.43.43.43.73.74.24.2SGSCS.111AAAA1.2A.6A.4S2SISFSESDSA2.32.753.42SHSB3.61.46GGF.8F.65.25.26.16.12.819.688E.6E.5D.4TALL DAIRY COOLERSUSHI / DELIROTISSERIEROTISSERIEPREP185 SF (222 SF)PRODUCECOOLER1,588 SFBAKERY2,291 SFBAKERYCOOLER354 SFBAKERYFREEZER562 SFMEAT PREP1,174 SFDEMONSTRATION300 SFRTV175 SFMEAT COOLER1,833 SF 1,244 SF(1,266 SF)1,188 SF (824 SF)490SF(500 SF)MECHROOM1,122 SFFIREDEPT432 SFX-FORMER16'-0"MSB538SFTAP BOXMSBMDP(1,056 SF)(192 SF)(327 SF)51'-0"53'-2"48'-8"54'-0"54'-0"48'-8"33'-0"35'-4"54'-0"61'-8"18'-0"24'-0"18'-6"9'-6"19'-0"25'-0"25'-0"20'-0"25'-0"30'-0"25'-0"30'-0"15'-0"20'-0"30'-0"30'-0"30'-0"26'-6"22'-0"10'-0"26'-0"15'-0"493'-6"326'-4" 49'-0"55'-6"51'-6"57'-6"54'-6" 58'-4" 12'-6"24'-6"26'-6"29'-0"25'-0"26'-6"28'-6"29'-0"27'-6"27'-0"24'-8"33'-8" 17'-4"14'-8"107'-6"4'-8"10'-0"13'-8"14'-8"14'-8"14'-8"EMPLOYEE LOCKERROOMPOS COOLERPOS SUB-ZEROFREEZERPOS FREEZERTIRE INSTALLATIONTIRE STORAGE AREACOOLERFOOD SERVICEFOOD SERVICEFOOD PREPRETURNS COUNTERJANITOROFFICEMANAGEREDPVAULTANTE ROOMLABMPUVESTIBULEFAMILY RESTROOMQUIET ROOMTIRE SALESPROFESSIONALSERVICES493'-6"8"5'-6"IDF BOX (SIO) -SEE ELEC DWGS18'-0"18'-0"18'-0"18'-0"18'-0"18'-0"18'-0"18'-0"18'-0"ALIGN10'-2"±35'-7"14'-0"EQ 62'-6"40'-8"29'-0"CL OF DUCTFLORAL MERCHANDISER (SIO) - VERIFYLOCATION WITH WAREHOUSE MANAGERCLEAR AT ADACHECKSTANDSMEMBERSHIPCOUNTERSTEEL STORAGE RACKS TO15'-0" HEIGHT WITH STORAGETO 20' - 0" AFF (SOIC) - TYPICALOPTIONAL 3 X 3PRODUCE COOLERFUTURE IFREQ'DBY CODESTEEL STORAGE RACKS TO15'-0" HEIGHT WITH STORAGETO 20'-0" AFF (SOIC) - TYPICALBARRIER-FREERESTROOM18'-0"ALIGNSHADED AREA IS EXTENTOF DRY SHAKE HARDENERPER SPEC 033009'-0"SOK - TYPBULK STORAGE (SIO) 6'-0"10'-0"6'-10"7'-6"6'-10"8'-2"9'-0"8'-8"60' M-1 CASE (SIO)CHECKSTANDUNDER FLOORDUCT - SEE ELEC(12) ACCESSIBLECHECKSTANDS6'-0"10'-2"CAKECASE17A601.14'-3" CL OF DUCT 5'-0"CLOF DUCT89'-0"25'-0"25'-0"20'-0"25'-0"30'-0"25'-0"30'-0"15'-0"20'-0"30'-0"30'-0"30'-0"26'-10"31'-8"26'-0"15'-0"72'-4"71'-4"99'-8"7'-9" 40' D-2 CASE (SIO)8' HEDLOADING DOCKENCLOSEDCANOPYNORTH CAROLINA, TENNESSEE, TEXAS, SOUTH DAKOTA, OR VIRGINIA -OPTOMETRIST OFFICE MUST ENTER / EXIT OUTSIDE OF WAREHOUSE128'-0"80'-0"66'-8"MEN'SRESTROOMWOMEN'SRESTROOMELECTRICALROOMENTRANCEEXITFINISH FLOOR ELEVATION (DATUM) 0'-0"VERIFY ACTUAL ELEVATIONWITH CIVIL DRAWINGSALIGN19'-0"14'-0"19'-0"14'-0"19'-0"8'-0"8'-4"8'-4"10'-10"18'-0"18'-0"18'-0"18'-0"18'-0"18'-0"16'-0"16'-0"18'-0"18'-0"18'-0"18'-0"11'-0"14'-5" 4'-2"4'-0" 8'-6"8'-6"8'-6" 8'-0"14'-0"8'-0"72'-3"10'-0" 4'-6"8'-0"8'-0"8'-0"8'-3"8'-3"8'-0"6'-0"6'-0"6'-0"8'-0"8'-0"8'-0"8'-0"8'-0"22'-2"5' STEEL 5' STEEL 5' STEEL 5' STEEL 15' STEEL 15' STEEL 15' STEEL 15' STEEL 15' STEEL 15' STEEL 15' STEEL 15' STEEL15' STEEL15' STEEL15' STEEL5' STEEL 5' STEEL 5' STEEL 5' STEEL 15' STEEL 15' STEEL 15' STEEL 15' STEEL 15' STEEL 15' STEEL 15' STEEL 15' STEEL 15' STEEL 15' STEEL 15' STEEL15' STEEL15' STEEL15' STEEL11'-1 1/2"(10'-6" MIN)CHAIN-LINKCAGE (SIO)CHAIN-LINKFENCEJEWELRYDISPLAYUNDERFLOORJ-BOX -TYP -ALSO SEE ELECCHAIN-LINKFENCE AND GATE29'-7"13'-8"12'-0"6'-0"8'-0"45'-3"8'-0"11'-0"6'-3 1/2"6'-11"8'-6"6'-11"8'-6"6'-11"8'-6"8'-0"6'-5"8'-0" 54'-3" 4'-0" 9'-4 1/4"8'-4"HALLWAYOPTICAL SALESFUTURE CONSULTROOMOPTICAL OFFICECONSULT ROOM #2CONSULT ROOM #1CONTACT LENSTEST AREAEQ EQEQ BALER (SOIC)PROPANECAGE (SIO)EYEWASHSTATIONBALER (SOIC)STEEL RACKSAGAINSTWALLS TO BEEQUIPPEDWITH PALLETSTOPS - TYP34'-2"64'-6"56'-0"54'-0"54'-0"54'-0"42'-4"61'-10"72'-8"15'-4"19'-4"19'-4"19'-4"19'-4"70'-3 3/4"E Q 18'-0"18'-0"E Q 23'-9 3/4"23'-9 3/4"10'-1 3/8" 1'-4" 8" 11'-5 3/8" 4'-2"CL OF DUCT 24'-0"27'-6"35'-1 7/8"35'-1 7/8"(2) FUTUREACCESSIBLECHECKSTANDSFUTUREFENCE4'-0"HEARING CENTER8'-8"MANAGERPODIUM (SOIC) -LOCATEPER OWNER(6) SELF-SERVECHECKOUT (SIO)6'-8"7'-8"28'-0"16'-7" CL OF DUCT 3" 16'-3" 5'-9" MIN POWERFENCE (SIO)CHAIN-LINKFENCEOPTIONAL 90'POS COOLER5'-11"14'-0"6'-8"10'-5" 75'-0" 20'-8" 14'-0"8'-0" 90'-3" 10'-0" 4'-6" 12'-0"70'-0"91'-4"PROVIDE SECURITY BARRIER AT WAREHOUSE WALL -SAND SEPARATOR74'-4"29'-0"37'-0"140'-4"15' STEEL10'-1"54'-7"10'-0"7'-0"min3'-6"min 29'-0"21'-6"30'-0"30'-0"27'-6"26'-6"23'-6"25'-6"5'-0"19'-0"28'-5"47'-5"EQUIPMENTPLATFORM16'-0"20'-0"18'-6"29'-0"29'-4"93'-6"10"8'-8"10'-0"2'-2"1'-10"4'-4"8'-0"7'-6"6'-10"COMPACTORSCRUBBER PITBARRIER FREERESTROOMFLEET RESTROOMRECEIVING6,270 SFCENTER SECTION19,847 SFRACK COUNT -(COLD CLIMATE)TYPE PALLET TOTAL RACK TOTALGROCERY PALLETS 760GROCERY RACKS (15 FT) 626313GROCERY RACKS (HALF) 44HARDLINE PALLETS 360HARDLINE RACKS (15 FT) 3401700 8' 16' 32'1/16" = 1'-0"© MG2, Inc. All rights reserved. No part of this document may be reproducedin any form or by any means without permission in writing from MG2.COSTCO WHOLESALECONCEPT FLOOR PLANY O R K V I L L E , I L L I N O I SN O V E M B E R 6 , 2 0 2 424-5744-01NOVEMBER 6, 2024CONCEPTFLOOR PLANDD21-03YORKVILLE, ILPROJECT DATATOTAL BUILDING - GROSSNET WAREHOUSE AREA153,820 SFENVELOPE / EXTERIOR WALL1,916 SF161,562 SFENCLOSED CANOPY3,560 SFMSB588 SFFIRE DEPT ROOM464 SFMECHANICAL ROOM1,214 SFN O V E M B E R 1 5 , 2 0 2 422-6229-01NOVEMBER 15, 2024 © MG2, Inc. All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MG2. COSTCO WHOLESALE ELEVATIONS Y O R K V I L L E , I L L I N O I S N O V E M B E R 1 5 , 2 0 2 4 22-6229-01 NOVEMBER 15, 2024 ELEVATIONS DD13-05 YORKVILLE, IL COPING“MEDIUM BRONZE”STRIPE“COSTCO RED” SMOOTH FACE CMU“BUFF”CONCRETE SCREEN WALL, “NATURAL”5 WEST ELEVATION SCALE: NTS VERTICAL RIB ARCHITECTURAL METAL PANEL,“TAUPE” TEXTURED ARCHITECTURAL METAL PANEL (TMP),“SANDSTONE”31’-6” T.O COPING 29’-6” T.O COPING 29’-6” T.O COPING S2 VERTICAL RIB ARCHITECTURAL METAL PANEL,“TAUPE” TEXTURED ARCHITECTURAL METAL PANEL (TMP),“SANDSTONE” COPING “MEDIUM BRONZE” SMOOTH FACE CMU WITH SOLDIER COURSE “BUFF”2 EAST ELEVATION SCALE: NTS SMOOTH FACE CMU WITH SOLDIER COURSE “BUFF” 29’-0” T.O COPING 29’-6” T.O COPING 32’-0” T.O COPING S2S3S1 VERTICAL RIB ARCHITECTURAL METAL PANEL,“TAUPE” STEEL TRELLIS WITH CMU COLUMN WRAP,“BUFF” VERTICAL RIB ARCHITECTURAL METAL PANEL,“SANDSTONE” COPING “MEDIUM BRONZE” SMOOTH FACE CMU WITH SOLDIER COURSE “BUFF”1 SOUTH ELEVATION SCALE: NTS SMOOTH FACE CMU WITH SOLDIER COURSE “BUFF” 29’-0” T.O COPING 32’-0” T.O COPING 30’-6” T.O COPING 32’-0” T.O COPING29’-6” T.O COPING S1 S2 VERTICAL RIB ARCHITECTURAL METAL PANEL,“TAUPE” TEXTURED ARCHITECTURAL METAL PANEL (TMP),“SANDSTONE” COPING“MEDIUM BRONZE”STRIPE“COSTCO RED” SMOOTH FACE CMU“BUFF”4 NORTH ELEVATION SCALE: NTS SMOOTH FACE CMU WITH SOLDIER COURSE “BUFF” 29’-6” T.O COPING 31’-6” T.O COPING30’-6” T.O COPING 29’-6” T.O COPING 29’-6” T.O COPING S2 3 ENTRY ELEVATION SCALE: 1” = 40’ SMOOTH FACE CMU WITH SOLDIER COURSE “BUFF” VERTICAL RIB ARCHITECTURAL METAL PANEL,“SANDSTONE”32’-0” T.O COPING30’-6” T.O COPING S1 5 31 2 4 S2 8’-9” 32’-0” S1 7’-4” 26’-8” S3 6 SIGN PACKAGE MATERIAL PERCENTAGES * CALCULATION DOES NOT INCLUDE EXTERIOR EGRESS DOORS SMOOTH FACE CMU “BUFF”1,188 SF 12% 905 SF 21% 2,347 SF 18% 1,151SF 14% 1,403 SF 11%14.61% 2.89% 546 SF 4% 6,557 SF 68% 939 SF 22% 5,108 SF 38% 3,925 SF 47% 7,765 SF 63% WEST ENTRYNORTHEASTSOUTH CONCRETE “NATURAL” VERTICAL RIBBED ARCHITECTURAL METAL PANEL“TAUPE” 1,911 SF 20% 1,470 SF 34% 2,867SF 34% 5,850 SF 44% 2,549 SF 21% TEXTURED ARCHITECTURAL METAL PANEL“SANDSTONE” 993 SF 23% 390 SF 5%GLAZING MATERIAL ELEVATION TOTAL 30.60% 50.76% 1.14% SIGN TABLE QUANTITY 4 1 S2 S3 COSTCO WHOLESALE TIRE CENTER 6’-0” C 17’-4” x 1’-9” 280 SF 31 SF TOTAL SIGN AREA: 1120 SF 31 SF 1326 SF 1S1 COSTCO WHOLESALE 5’-0” C 175 SF 175 SF IDENTITY SIGN SIZE AREA (EACH)TOTAL SF © MG2, Inc. All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MG2. COSTCO WHOLESALE RENDERINGS Y O R K V I L L E , I L L I N O I S N O V E M B E R 1 5 , 2 0 2 4 22-6229-01 NOVEMBER 15, 2024 RENDERINGS DD14-05 YORKVILLE, IL 5 31 2 4 2 SOUTHWEST PERSPECTIVE 1 ENTRY CANOPY PERSPECTIVE 3 NORTHEASTT PERSPECTIVE 12 3 WARMING HUTELEVATIONSSCALE:1/8" = 1'-0"32CANOPY AND DISPENSER ISLANDS1CANOPY AND DISPENSER ISLANDSSTORAGE ENTRYENCLOSURE ENTRYSIDE FACING AWAY FROM CANOPY4CONTROLLER ENCLOSURE ELEVATIONSSCALE:1/8" = 1'-0"SIDE FACING CANOPYELEVATION BELEVATION ASMOOTH METALINSULATED PANELS -GREY BEIGEINSULATED SAFETYGLASSTYPICALSTEEL FACEDINSULATED PANELS -PRE-FINISHEDGREY-BEIGEGLAZINGSCALE:1/8" = 1'-0"SCALE:1/8" = 1'-0"1UNLEADED PREMIUM87 92WARNINGNo smo k ing o r o pen f lame s i n t he fuel d i spe ns in g a rea .Turn o ff e ng in e .Never a l low ch i ld ren to u se p ump . Children s h ou l d re m a in i n t he v eh i c l e .Disch ar ge y ou r s ta t ic e le ct r ic i ty befo re f ue l in g.Do no t pu t fue l in un ap pr ove d con ta i ne rs .Fill po r tab l e con t ai ne rs o n th e groun d.for hel p - ca l l a t te nd a nt DIESEL Assis ta nc e A va i lab l eTap You r Ho rnMon - F r i 6:00 AM - 9:00 PMSatur da y 7 : 00 AM - 7 : 00 PMSund ay 7 : 00 AM - 7 : 00 PM 1UNLEADED PREMIUM87 92WARNINGNo smo k ing o r o pen f lame s i n t he fuel d i spe ns in g a rea .Turn o ff e ng in e .Never a l low ch i ld ren to u se p ump . Children s h ou l d re m a in i n t he v eh i c l e .Disch ar ge y ou r s ta t ic e le ct r ic i ty befo re f ue l in g.Do no t pu t fue l in un ap pr ove d con ta i ne rs .Fill po r tab l e con t ai ne rs o n th e groun d.for hel p - ca l l a t te nd a nt DIESEL Assis ta nc e A va i lab l eTap You r Ho rnMon - F r i 6:00 AM - 9:00 PMSatur da y 7 : 00 AM - 7 : 00 PMSund ay 7 : 00 AM - 7 : 00 PM1UNLEADED PREM IUM87 92WARNINGNo smo k ing o r o pen f lame s i n t he fuel d i spe ns in g a rea .Turn o ff e ng in e .Never a l low ch i ld ren to u se p ump . Children s h ou l d re m a in i n t he v eh i c l e .Disch ar ge y ou r s ta t ic e le ct r ic i ty befo re f ue l in g.Do no t pu t fue l in un ap pr ove d con ta i ne rs .Fill po r tab l e con t ai ne rs o n th e groun d.for hel p - ca l l a t te nd a nt DIESEL Assistan ce Av ai l ab leTap Yo ur H or nMon - Fr i 6:00 AM - 9:00 PMSaturd ay 7:00 AM - 7:0 0 PMSunda y 7:00 AM - 7:0 0 PM 1UNLEADED PREM IUM87 92WARNINGNo smo k ing o r o pen f lame s i n t he fuel d i spe ns in g a rea .Turn o ff e ng in e .Never a l low ch i ld ren to u se p ump . Children s h ou l d re m a in i n t he v eh i c l e .Disch ar ge y ou r s ta t ic e le ct r ic i ty befo re f ue l in g.Do no t pu t fue l in un ap pr ove d con ta i ne rs .Fill po r tab l e con t ai ne rs o n th e groun d.for hel p - ca l l a t te nd a nt DIESEL Assistan ce Av ai l ab leTap Yo ur H or nMon - Fr i 6:00 AM - 9:00 PMSaturd ay 7:00 AM - 7:0 0 PMSunda y 7:00 AM - 7:0 0 PM BOTTOM OF FASCIA TO PAVEMENT VARIES - MIN 14'-6"EXITSIDE4'-0" MAX 8'-0"ENTRANCESIDE4'-0"RESTROOM513' 6"13' 6"13' 6"BOTTOM OF FASCIA TO PAVEMENT VARIES - MIN 14'-6"4'-0"12E. VETERANS PKWY HWY34FULLACCESSEXISTINGTRAFFIC SIGNALEXISTINGTRAFFIC SIGNALBUILDING TO OPENFALL 2025 WITHOUTFULL ACCESS. ACCESSTO OPEN SUMMER 2026RIROCAUTIONCAUTION CAUTIONCAUTIONCAUTIONCAUTIONvv vCAUTIONCAUTIONCAUTIONCAUTION CAUTIONCAUTION CAUTION DETENTION POND~3.39 ACRES(147,669 SF)FULL ACCESSCAUTIONCAUTIONFUTURE EMPLOYEE PARKING (124 STALLS)CAUTION CAUTIONCAUTIONCAUTIONCAUTION CAUT I O NCAUTION CAUTION CAUTIONRIROMcHUGH ROAD COSTCO TORELOCATESIGNEXISTING SIGNOUTLOT 22.70 ACRES(117,583 SF)OUTLOT 14.20 ACRES(182,819 SF)CAUTION ONLYONL Y ONLYONLYONLY CAUTIONCAUTIONONLYONLYONLY ONLYONLYFUEL FACILITYTRUCK ROUTECANOPYCONTROLLERENCLOSUREUNDERGROUND TANKS:(3) 30,000 GAL REGULAR GASOLINE(1) 30,000 GAL PREMIUM GASOLINE(1) 1,500 GAL ADDITIVE TANK20'-0"61'-2"REMOTEFILL PORTSWARMING HUTHEALYTRANSFORMER28'157'-10"92'-6"45'(16)DISPENSERSCONCEPT FUEL TRUCK ROUTECONCEPT ELEVATIONSSTACKING PLANDETAIL SITE PLANNO DIESELTOTAL PARKINGPARKING INFORMATION32CARS @ DISPENSERSCARS STACKINGTOTAL CARS IN AREA4072CONCEPTUAL STACKING856© MG2, Inc. All rights reserved. No part of this document may be reproducedin any form or by any means without permission in writing from MG2.COSTCO WHOLESALEFUEL FACILITY PLANY O R K V I L L E , I L L I N O I SN OV E M B E R 1 5 , 2 0 2 4NOVEMBER 15, 2024FUEL FACILITYPLANDD41-02YORKVILLE, IL22-6229-01NOVEMBER 15, 2024 TRAFFIC IMPACT STUDY REPORT FOR: Costco Wholesale, Yorkville US 34/VETERANS PARKWAY & COUNTRYSIDE PARKWAY YORKVILLE, ILLINOIS PREPARED BY: V3 Companies 7325 Janes Avenue Woodridge, Illinois 60517 V3 Project No. 240757 November 13, 2024 Updated December 30, 2024 Traffic Impact Study Costco Wholesale, Yorkville, Illinois - i - TABLE OF CONTENTS I. INTRODUCTION ................................................................................................................................. 1 II. PROJECT CONDITIONS ...................................................................................................................... 4 Land Uses ......................................................................................................................................... 4 Roadway System .............................................................................................................................. 4 Traffic Volumes ................................................................................................................................ 8 Proposed Development ................................................................................................................... 8 Land Use Development ....................................................................................................... 8 Roadway Development ....................................................................................................... 8 III. TRAFFIC FORECASTS ...................................................................................................................... 11 Project Traffic Volumes .................................................................................................................. 11 Trip Generation ................................................................................................................. 11 Trip Distribution and Assignment ..................................................................................... 13 Background Traffic Volumes .......................................................................................................... 14 Future Traffic Volumes .................................................................................................................. 14 IV. TRAFFIC ANALYSIS ........................................................................................................................ 20 Auxiliary Lane Analysis ................................................................................................................... 20 Traffic Signal Warrant Analysis ...................................................................................................... 20 Capacity Analysis ............................................................................................................................ 21 Existing Scenario ............................................................................................................... 24 Background Scenario ........................................................................................................ 25 Future with Project Scenario ............................................................................................ 25 Potential Mitigation Scenario ........................................................................................... 25 Queue Length Analysis ................................................................................................................... 26 Site Circulation ............................................................................................................................... 28 Proposed Lane Configuration ........................................................................................................ 29 V. CONCLUSIONS ............................................................................................................................... 31 Traffic Impact Study Costco Wholesale, Yorkville, Illinois - ii - FIGURES Figure 1: Site Location Map .......................................................................................................................... 2 Figure 2: Conceptual Site Plan ...................................................................................................................... 3 Figure 3: Land Use Map ................................................................................................................................ 6 Figure 4: Existing Lane Configuration ........................................................................................................... 7 Figure 5: Existing Traffic Volume ................................................................................................................ 10 Figure 6: New Project Traffic Volume ......................................................................................................... 15 Figure 7: 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 Table 2: Trip Distribution ............................................................................................................................ 13 Table 3: 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 Traffic Impact Study Costco Wholesale, Yorkville, Illinois - 1 - I. INTRODUCTION 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. SITE LOCATION MAP FIGURE 1 SITE PROPOSED DRIVEWAY ACCESS STUDY AREA INTERSECTION LEGEND ILLINOIS YORKVILLE, IL CORPORATION COSTCO WHOLESALE YORKVILLE CONCEPTUAL SITE PLAN FIGURE 2 ILLINOIS YORKVILLE, IL CORPORATION COSTCO WHOLESALE YORKVILLEMcHUGH ROADCOUNTRYSI DE PARKW AYVETERANS PARKWAY COSTCO DWY 5 COSTCO DWY 6 COSTCO DWY 1C OS T C O D WY 4 COSTCO DWY 3 COSTCO DWY 2 NOT TO SCALE 775' 1,065' 2 7 0' 42 0' 575'500'625'570'435' Traffic Impact Study Costco Wholesale, Yorkville, Illinois - 4 - II. PROJECT CONDITIONS Land Uses 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 IDOT 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. Traffic Impact Study Costco Wholesale, Yorkville, Illinois - 5 - 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 Lane 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. LAND USE MAP FIGURE 3 ILLINOIS YORKVILLE, IL CORPORATION COSTCO WHOLESALE YORKVILLE RESIDENTIAL RETAIL/SERVICE VETERANS PARKWAY US 34 COUNTRYSIDE PARKWAY KENNEDY ROAD IL 47/BRIDGE STREETRESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RETAIL SERVICE RETAIL/TUMA ROADMcHUGH ROADCRIMSON LANE EXISTING LANE CONFIGURATION FIGURE 4 ILLINOIS YORKVILLE, IL CORPORATION COSTCO WHOLESALE YORKVILLE - EXISTING STOP SIGN LEGEND - EXISTING TRAFFIC SIGNAL US ROUTE 34 VETERANS PARKW AY T U MA R O A DMcHUGH ROADMcHUGH ROADPA RK W A YCO U N TRY SID ECRIMSON LANENOT TO SCALE Traffic Impact Study Costco Wholesale, Yorkville, Illinois - 8 - Traffic Volumes 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. Traffic Impact Study Costco Wholesale, Yorkville, Illinois - 9 - 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. EXISTING TRAFFIC VOLUMES FIGURE 5 ILLINOIS YORKVILLE, IL CORPORATION COSTCO WHOLESALE YORKVILLE 51 (70) [54] 36 (69) [74] 12 (57) [53]12 (29) [37]60 (83) [64]11 (5) [1]23 (38) [26] 59 (96) [102] 12 (33) [26]32 (39) [19]52 (80) [44]3 (6) [9]9 (7) [1] 55 (79) [84] 5 (4) [0] 89 (96) [102]6 (9) [0]8 (8) [0]79 (78) [85] 425 (888) [558] 15 (22) [18] 725 (689) [632] 2 (1 2) [1 1] 6 1 (7 5) [7 3] 669 (669) [619] 11 (29) [34] 23 (31) [20] 14 (55) [33] 38 (47) [61] 600 (563) [572] 19 (27) [19]17 (57) [36]42 (61) [33]111 (81) [61]3 (9) [9] 353 (672) [454] 65 (149) [99]32 (54) [51]40 (98) [52]4 (18) [18]66 (51) [34] LEGEND SAT PEAK HOUR: 12:45 PM - 1:45 PM PM PEAK HOUR: 4:30 PM - 5:30 PM AM PEAK HOUR: 7:00 AM - 8:00 AM [##] - SAT PEAK HOUR (##)- PM PEAK HOUR ## - AM PEAK HOUR US ROUTE 34 VETERANS PARKW AY T U MA R O A DMcHUGH ROADMcHUGH ROADPA RK W A YCO U N TRY SID ECRIMSON LANE406 (844) [536]83 (117) [103]76 (170) [123]6 3 ( 8 7) [ 8 4] 9 4 (10 0) [10 3] NOT TO SCALE Traffic Impact Study Costco Wholesale, Yorkville, Illinois - 11 - III. TRAFFIC FORECASTS Project Traffic Volumes Trip Generation 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, 11th 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 Traffic Impact Study Costco Wholesale, Yorkville, Illinois - 12 - 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 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 WeekdaySaturdayDaily In Out Total In Out Total Daily In Out TotalDiscount Club 161,064 SF 6,836 5 510 337 338 675 8,657 503 523 1,026 -686 0 0 0 -90 -91 -181 -719 -81 -85 -166-2,2760 0 0 -84 -84 -168 -2,381 -108 -108 -216 Gasoline/Service Station 40 Fueling Position 6,880 206 205411 278 278 556 5,736 255 256 511 -686 0 0 0 -91 -90 -181 -719 -85 -81 -166-2,602-129 -129 -258 -107 -107 -214 -2,107 -85 -85 -170 13,716 211 210 421 615 616 1,231 14,393 758 779 1,537 -1,371 0 0 0 -181 -181 -362 -1,438 -166 -166 -332 10%10%12,345 211 210 421 434 435 869 12,955 592 613 1,205 -4,878 -129 -129 -258 -191 -191 -382 -4,488 -193 -193 -386 7,467 82 81 163 243 244 487 8,467 399 420 819 Less Pass-by:Total New Traffic Generated on Network: Less Internal Capture:Internal Capture Rate:22%Total External Trips0% 29%Total Trip Generation:857Internal Capture Reduction:Pass-By Trips: 944Internal Capture Reduction:Pass-By Trips:Saturday MDWeekday AM Weekday PMLUC LAND USESIZE Traffic Impact Study Costco Wholesale, Yorkville, Illinois - 13 - trips generated by the 40 fueling positions may be 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, 11th 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. Table 2: Trip Distribution 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 Cordon LocationDistribution 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% Traffic Impact Study Costco Wholesale, Yorkville, Illinois - 14 - 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. Table 3: CMAP Growth Rates 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. 2050 Proj.US Route 34 east of McHugh Road 16,200 (2023) 21,000 29.6% 1.0% 7.0% 28.4% US Route 34 west of McHugh Road 14,000 (2023) 18,100 29.3% 1.0% 6.9% 28.1% Countryside Parkway between 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 25.0% 0.7% 5.2% 20.6% McHugh Road south of US 34 2,950 (2019) 3,700 25.4% 0.7% 5.2% 20.9% McHugh Road north of US 34 2,000 (2019) 2,500 25.0% 0.7% 5.2% 20.6% Tuma Road south of US 34 1,100 (2019) 1,380 25.5% 0.7% 5.3% 20.9%StreetAADTTotal Growth from Count Year to 2050Compounded Yearly RateTotal Growth from 2024 to 2031Total Growth from 2024 to 2050Existing AADT (Year) TRAFFIC VOLUMES NEW PROJECT FIGURE 6 ILLINOIS YORKVILLE, IL CORPORATION COSTCO WHOLESALE YORKVILLE 0 (0) [0] 12 (37) [60] 4 (12) [19]5 (12) [21]0 (0) [0]0 (0) [0]4 (12) [21] 12 (37) [63] 0 (0) [0]0 (0) [0]0 (0) [0]4 (12) [20]0 (0) [0] 4 (12) [20] 0 (0) [0] 4 (12) [21]0 (0) [0]0 (0) [0]0 (0) [0]12 (37) [60]12 (37) [63]0 (0) [0]4 (12) [21]0 (0) [0]4 (12) [21]4 (12) [20] 0 ( 0) [ 0] 1 2 ( 3 6) [ 6 0]4 (12) [21]8 (24) [42]12 (36) [63]0 (0) [0]12 (3 6) [60] 20 (61) [105] 12 (36) [60] 25 (73) [120] 0 (0) [0] 4 (12) [21] 3 2 (9 7) [1 6 8 ] 0 (0) [0] 1 2 (3 7) [6 3] 12 (36) [60] 4 (12) [21] 0 (0) [0] 0 (0) [0]0 (0) [0]0 (0) [0] 21 (61) [100] 4 (12) [20] 0 (0) [0] 9 (25) [40] 12 (36) [60] 0 (0) [0]0 (0) [0]4 (12) [20]0 (0) [0]4 (12) [20] 12 (37) [63] 0 (0) [0]8 (25) [42]4 (12) [21]4 (12) [21]0 (0) [0]17 (49) [80]16 (49) [84] 5 (12) [21]0 (0) [0]4 (12) [19]5 (12) [21]0 (0) [0]0 (0) [0]4 (12) [19]0 (0) [0]0 (0) [0] LEGEND SAT PEAK HOUR: 12:45 PM - 1:45 PM PM PEAK HOUR: 4:30 PM - 5:30 PM AM PEAK HOUR: 7:00 AM - 8:00 AM [##] - SAT PEAK HOUR (##)- PM PEAK HOUR ## - AM PEAK HOUR US ROUTE 34 VETERANS PARKW AY T U MA R O A DMcHUGH ROADMcHUGH ROADPA RK W A YCO U N TRY SID ECRIMSON LANECOSTCO DWY 1DWY 2COSTCOCOSTCO DW Y 3 C O S T C O D WY 4 COSTCO DWY 5 COSTCO DWY 6 45% 25% 20% 5% 5% NOT TO SCALE TRAFFIC VOLUMES PASS BY FIGURE 7 ILLINOIS YORKVILLE, IL CORPORATION COSTCO WHOLESALE YORKVILLE 0 (0) [0] -6 (-10) [-10] 0 (0) [0] 0 (0) [0]0 (0) [0]0 (0) [0]0 (0) [0]6 (10) [10]0 (0) [0]0 (0) [0]0 (0) [0]0 (0) [0]0 (0) [0]0 (0) [0] - 6 (- 1 0) [- 1 0] 1 3 ( 1 9) [ 1 9]6 (10) [10]0 (0) [0]0 (0) [0]0 (0) [0]6 (1 0) [10] 32 (48) [48] 2 6 (3 8) [3 9] 19 (29) [29] -19 (-29) [-29] 0 (0) [0] 0 (0) [0]0 (0) [0]0 (0) [0] 26 (38) [39] -26 (-38) [-39] 0 (0) [0] 19 (29) [29] -19 (-29) [-29] 0 (0) [0]0 (0) [0]0 (0) [0]0 (0) [0]19 (29) [29] -19 (-29) [-29] 0 (0) [0]19 (29) [29]0 (0) [0]19 (29) [29]-13 (-19) [-19]52 (76) [77]52 (76) [77] 13 (19) [19]-13 (-19) [-19]13 (19) [19]0 (0) [0]0 (0) [0]0 (0) [0]0 (0) [0]0 (0) [0]0 (0) [0] LEGEND SAT PEAK HOUR: 12:45 PM - 1:45 PM PM PEAK HOUR: 4:30 PM - 5:30 PM AM PEAK HOUR: 7:00 AM - 8:00 AM [##] - SAT PEAK HOUR (##)- PM PEAK HOUR ## - AM PEAK HOUR US ROUTE 34 VETERANS PARKW AY T U MA R O A DMcHUGH ROADMcHUGH ROADPA RK W A YCO U N TRY SID ECRIMSON LANECOSTCO DWY 1DWY 2COSTCOCOSTCO DW Y 3 C O S T C O D WY 4 COSTCO DWY 5 COSTCO DWY 6 20% 15% 5%5% 15% 10% 10% NOT TO SCALE 0 (0) [0] 0 (0) [0] -6 (-10) [-10] 6 (10) [10]1 9 (2 9) [2 9] 6 (1 0) [1 0] 15% 5% TRAFFIC VOLUMES TOTAL FIGURE 8 ILLINOIS YORKVILLE, IL CORPORATION COSTCO WHOLESALE YORKVILLE 0 (0) [0] 12 (37) [60] 4 (12) [19]5 (12) [21]0 (0) [0]0 (0) [0]4 (12) [21] 12 (37) [63] 0 (0) [0]0 (0) [0]0 (0) [0]4 (12) [20]0 (0) [0] -2 (2) [10] 0 (0) [0] 4 (12) [21]0 (0) [0]0 (0) [0]0 (0) [0]18 (47) [70]12 (37) [63]0 (0) [0]4 (12) [21]0 (0) [0]4 (12) [21]4 (12) [20] - 6 (- 1 0) [- 1 0] 2 5 ( 5 5) [ 7 9]10 (22) [31]8 (24) [42]12 (36) [63]0 (0) [0] 52 (109) [153] 18 (46) [70] 19 (63) [110] 0 (0) [0] 4 (12) [21] 5 1 (1 2 6 ) [1 9 7 ] 6 (1 0) [1 0] 3 8 (7 5) [1 0 2] 31 (65) [89] -15 (-17) [-8] 0 (0) [0] 0 (0) [0]0 (0) [0]0 (0) [0] 47 (99) [139] -22 (-26) [-19] 0 (0) [0] 28 (54) [69] -7 (7) [31] 0 (0) [0]0 (0) [0]4 (12) [20]0 (0) [0]23 (41) [49] -7 (8) [34] 0 (0) [0]27 (54) [71]4 (12) [21]23 (41) [50]-13 (-19) [-19]69 (125) [157]68 (125) [161] 18 (31) [40]-13 (-19) [-19]17 (31) [38]5 (12) [21]0 (0) [0]0 (0) [0]4 (12) [19]0 (0) [0]0 (0) [0] LEGEND SAT PEAK HOUR: 12:45 PM - 1:45 PM PM PEAK HOUR: 4:30 PM - 5:30 PM AM PEAK HOUR: 7:00 AM - 8:00 AM [##] - SAT PEAK HOUR (##)- PM PEAK HOUR ## - AM PEAK HOUR NOTE: (FIGURE 6) =+ GENERATION TOTAL TRIP TRAFFIC VOLUME NEW PROJECT VOLUME PASS-BY TRAFFIC (FIGURE 7) US ROUTE 34 VETERANS PARKW AY T U MA R O A DMcHUGH ROADMcHUGH ROADPA RK W A YCO U N TRY SID ECRIMSON LANECOSTCO DWY 1DWY 2COSTCOCOSTCO DW Y 3 C O S T C O D WY 4 COSTCO DWY 5 COSTCO DWY 6 NOT TO SCALE 18 (4 6) [70] TRAFFIC VOLUMES 2031 BACKGROUND FIGURE 9 ILLINOIS YORKVILLE, IL CORPORATION COSTCO WHOLESALE YORKVILLE 55 (75) [58] 39 (74) [79] 13 (61) [57]13 (31) [40]64 (89) [68]12 (5) [1]25 (41) [28] 63 (103) [109] 13 (35) [28]34 (42) [20]56 (86) [47]3 (6) [10]9 (7) [1] 59 (85) [90] 5 (4) [0] 95 (103) [109]6 (9) [0]8 (8) [0]85 (83) [91] 455 (950) [597] 16 (24) [19] 776 (737) [676] 6 5 (8 0) [7 8] 2 (1 3) [1 2] 716 (716) [662] 12 (31) [36] 25 (33) [21] 71 (55) [36] 434 (903) [574] 15 (59) [35] 41 (50) [65] 642 (602) [612] 20 (29) [20]18 (61) [39]45 (65) [35]119 (87) [65]3 (10) [10] 378 (719) [486] 70 (159) [106]34 (58) [55]43 (105) [56]4 (19) [19]LEGEND SAT PEAK HOUR: 12:45 PM - 1:45 PM PM PEAK HOUR: 4:30 PM - 5:30 PM AM PEAK HOUR: 7:00 AM - 8:00 AM [##] - SAT PEAK HOUR (##)- PM PEAK HOUR ## - AM PEAK HOUR NOTE: (FIGURE 5) VOLUME TRAFFIC EXISTING=+ US ROUTE 34 VETERANS PARKW AY T U MA R O A DMcHUGH ROADMcHUGH ROADPA RK W A YCO U N TRY SID ECRIMSON LANETRAFFIC VOLUME 2031 BACKGROUND TO 2031 PROJECTIONS CMAP GROWTH89 (125) [110]81 (182) [132]6 7 ( 9 3) [ 9 0] 1 01 (10 7) [11 0] NOT TO SCALE TRAFFIC VOLUMES 2031 FUTURE WITH PROJECT FIGURE 10 ILLINOIS YORKVILLE, IL CORPORATION COSTCO WHOLESALE YORKVILLE 55 (75) [58] 51 (111) [139] 17 (73) [76]18 (43) [61]64 (89) [68]12 (5) [1]29 (53) [49] 75 (140) [172] 13 (35) [28]34 (42) [20]56 (86) [47]7 (18) [30]9 (7) [1] 57 (87) [100] 5 (4) [0] 99 (115) [130]6 (9) [0]0 (0) [0]8 (8) [0]18 (47) [70]12 (37) [63]0 (0) [0]4 (12) [21]0 (0) [0]71 (105) [111]4 (12) [20] 9 5 ( 9 7) [ 1 0 0] 2 5 ( 5 5) [ 7 9]10 (22) [31]8 (24) [42]79 (129) [15 3]0 (0) [0]11 9 (153) [18 0] 52 (109) [153] 103 (129) [161] 474 (1013) [707] 16 (24) [19] 780 (749) [697] 1 1 6 (2 0 6 ) [2 7 5 ] 8 (2 3) [2 2] 3 8 (7 5) [1 0 2] 31 (65) [89] 701 (699) [654] 12 (31) [36] 25 (33) [21]0 (0) [0]71 (55) [36] 47 (99) [139] 412 (877) [555] 15 (59) [35] 69 (104) [134] 635 (609) [643] 20 (29) [20]18 (61) [39]49 (77) [55]119 (87) [65]26 (51) [59] 371 (727) [520] 70 (159) [106]61 (112) [126]47 (117) [77]27 (60) [69]76 (106) [91]69 (125) [157]68 (125) [161] 18 (31) [40]68 (163) [113]17 (31) [38]94 (137) [131]0 (0) [0]0 (0) [0]85 (194) [151]0 (0) [0]0 (0) [0] LEGEND SAT PEAK HOUR: 12:45 PM - 1:45 PM PM PEAK HOUR: 4:30 PM - 5:30 PM AM PEAK HOUR: 7:00 AM - 8:00 AM [##] - SAT PEAK HOUR (##)- PM PEAK HOUR ## - AM PEAK HOUR (FIGURE 8) =+ VOLUME TRAFFIC PROJECT (FIGURE 9) NOTE: US ROUTE 34 VETERANS PARKW AY T U MA R O A DMcHUGH ROADMcHUGH ROADPA RK W A YCO U N TRY SID ECRIMSON LANEVOLUME PROJECT TRAFFIC 2031 FUTURE WITH TRAFFIC VOLUME 2031 BACKGROUNDCOSTCO DWY 1DWY 2COSTCOCOSTCO DW Y 3 C O S T C O D WY 4 COSTCO DWY 5 COSTCO DWY 6 NOT TO SCALE Traffic Impact Study Costco Wholesale, Yorkville, Illinois - 20 - IV. TRAFFIC ANALYSIS Auxiliary Lane Analysis 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 (BDE). 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 BDE 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 left turn 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. Traffic Impact Study Costco Wholesale, Yorkville, Illinois - 21 - 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. Traffic Impact Study Costco Wholesale, Yorkville, Illinois - 22 - Table 4: Level of Service Definitions for Signalized and Unsignalized Intersections Level of Service Signalized Intersection Control Delay (seconds/vehicle) Unsignalized Intersection Control Delay (seconds/vehicle) A < 10 ≤ 10.0 B > 10.0 and ≤ 20.0 > 10.0 and ≤ 15.0 C > 20.0 and ≤ 35.0 > 15.0 and ≤ 25.0 D > 35.0 and ≤ 55.0 > 25.0 and ≤ 35.0 E > 55.0 and ≤ 80.0 > 35.0 and ≤ 50.0 F > 80.0 > 50.0 Source: Transportation Research Board, Highway Capacity Manual 6th 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. Traffic Impact Study Costco Wholesale, Yorkville, Illinois - 23 - Table 5: Capacity Analysis of Signalized Intersections Delay (sec)LOSDelay (sec)LOSDelay (sec)LOSDelay (sec)LOSDelay (sec)LOSExisting (2024)2.5 A 4.5 A - - 46.9 D 5.4 A 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 (2024)1.4 A 6.0 A - - 50.3 D 6.4 A Background (2031)1.5 A 6.3 A - - 50.8 D 6.5 A Future with Project (2031) 2.4 A 6.2 A - - 114.7 F 16.4 B 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 Background (2031)1.4 A 5.4 A - - 39.6 D 5.6 A Future with Project (2031) 2.2 A 5.4 A - - 136.1 F 24.8 C FwP (2031) w/ Mitigation 12.8 B 16.1 B - - 25.0 C 16.2 B Existing (2024)14.2 B 10.6 B 15.9 B 28.0 C 14.1 B Background (2031)14.5 B 11.3 B 15.7 B 29.0 C 14.5 B 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 Background (2031)18.4 B 15.5 B 23.4 C 42.6 D 19.9 B Future with Project (2031) 17.9 B 17.0 B 26.6 C 45.2 D 22.0 C Existing (2024)20.2 C 17.3 B 15.2 B 20.3 C 18.7 B 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 CSouthbound IntersectionVeterans Parkway (US 34) & Countryside Parkway Weekday AM Saturday MDIntersection Peak Hour ScenarioEastbound Westbound NorthboundWeekday PM Saturday MD Veterans Parkway (US 34) & McHugh Road Weekday AM Weekday PM Traffic Impact Study Costco Wholesale, Yorkville, Illinois - 24 - Table 6: Capacity Analysis of Unsignalized Intersections Existing Scenario Based on the analysis results at the signalized intersections, the major approaches operate with LOS D 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. Delay (s/veh)LOSDelay (s/veh)LOSDelay (s/veh)LOSDelay (s/veh)LOSDelay (s/veh)LOSDelay (s/veh)LOSDelay (s/veh)LOSDelay (s/veh)LOSDelay (s/veh)LOSMcHugh Road & Countryside ParkwayNB 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 10.6 B NB Thru/right 9.2 A 9.4 A 9.7 A 9.9 A 10.2 B 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 B 9.3 A 9.5 A 10.1 B EB Thru 8.6 A 8.7 A 9.0 A 9.1 A 9.3 A 10.1 B 8.7 A 8.8 A 10.0 A EB Thru/right 8.3 A 8.5 A 8.7 A 8.9 A 9.1 A 10.0 A 8.4 A 8.5 A 9.8 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 8.6 A 8.7 A 9.9 A SB Left 10.0 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 SB Thru/right 9.2 A 9.5 A 9.8 A 10.1 B 10.5 B 11.2 B 8.9 A 9.1 A 9.9 ACountryside Parkway & Crimson Lane/Costco Driveway 1NB Left/thru - - - - 10.2 B - - - - 10.4 B - - - - 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 7.4 A 7.5 A 7.5 A WB Left - - - - 0.0 A - - - - 0.0 A - - - - 0.0 A SB Left 10.0 B 10.1 B 10.4 B 9.6 A 9.7 A 10.1 B 0.0 A 0.0 A 0.0 A SB Right 8.7 A 8.8 A 8.8 A 8.6 A 8.7 A 8.7 A 0.0 A 0.0 A 0.0 ACountryside Parkway & Costco Driveway 2NB Left - - - - 9.6 A - - - - 10.8 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 ACountryside Parkway & Costco Driveway 3 (RIRO)EB Right - - - - 8.7 A - - - - 9.2 A - - - - 9.5 AVeterans Parkway (US 34) & Tuma Road/Costco Driveway 4NE Left - - - - 7.9 A - - - - 8.9 A - - - - 8.5 A NW Appr. 15.4 C 16.8 C 18.4 C 24.1 C 29.4 D 56.3 F 16.6 C 18.0 C 27.2 D SE Right - - - - 9.0 A - - - - 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 AMcHugh Road & Costco Driveway 5WB Left - - - - 10.1 B - - - - 11.9 B - - - - 12.0 B WB Right - - - - 8.8 A - - - - 9.0 A - - - - 8.9 A SB Left - - - - 7.6 A - - - - 7.8 A - - - - 7.9 AMcHugh Road & Costco Driveway 6WB Left - - - - 0.0 A - - - - 0.0 A - - - - 0.0 A WB Right - - - - 0.0 A - - - - 0.0 A - - - - 0.0 A SB Left - - - - 0.0 A - - - - 0.0 A - - - - 0.0 AFuture w/ Project (2031)Weekday PMIntersection /ApproachWeekday AMSaturday MDExisting(2024)Background(2031)Future w/ Project (2031)Existing(2024)Background(2031)Existing(2024)Background(2031)Future w/ Project (2031) Traffic Impact Study Costco Wholesale, Yorkville, Illinois - 25 - Background Scenario 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 better for 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 Traffic Impact Study Costco Wholesale, Yorkville, Illinois - 26 - 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 95th 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 95th 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. Traffic Impact Study Costco Wholesale, Yorkville, Illinois - 27 - Table 7: 95th Percentile Queue Lengths Left Right Left Right Left Right Left RightExisting (2024)10 - 3 - 3 - 0 - Background (2031)13 - 3 - 3 - 0 - Future with Project (2031) 13 - 3 - 3 - 3 - Existing (2024)13 - 5 - 5 - 0 - Background (2031)13 - 5 - 5 - 0 - Future with Project (2031) 15 - 5 - 8 - 3 - Existing (2024)8 - 3 - 5 - 3 - Background (2031)10 - 5 - 5 - 3 - Future with Project (2031) 10 - 5 - 10 - 5 -150 - 150 - 160 - 120 -160 - 145 - 175 - 115 -Existing (2024)0 - - - - - 3 0 Background (2031)0 - - - - - 3 0 Future with Project (2031) 0 - 0 - 3 0 3 0 Existing (2024)0 - - - - - 0 0 Background (2031)0 - - - - - 0 0 Future with Project (2031) 0 - 0 - 5 0 0 0 Existing (2024)0 - - - - - 0 0 Background (2031)0 - - - - - 0 0 Future with Project (2031) 0 - 0 - 8 3 0 0150 - 140* - 30* 30* 100 100145 - 130* - - - 100 -Existing (2024)- - - - - - - - Background (2031)- - - - - - - - Future with Project (2031) - - 3 - 0 0 - - Existing (2024)- - - - - - - - Background (2031)- - - - - - - - Future with Project (2031) - - 3 - 3 3 - - Existing (2024)- - - - - - - - Background (2031)- - - - - - - - Future with Project (2031) - - 5 - 5 3 - -- - 185* - 30* 30* - -- - 200* - - - - -Existing (2024)- - - - - - - - Background (2031)- - - - - - - - Future with Project (2031) - 5 - - - - - - Existing (2024)- - - - - - - - Background (2031)- - - - - - - - Future with Project (2031) - 10 - - - - - - Existing (2024)- - - - - - - - Background (2031)- - - - - - - - Future with Project (2031) - 15 - - - - - -- 90* - - - - - -- - - - - - - -Existing (2024)3 - - 5 - - 84 8 Background (2031)3 - - 5 - - 89 8 Future with Project (2031) 4 - - 5 - - 144 15 Existing (2024)4 - - 5 - - 110 20 Background (2031)4 - - 5 - - 114 21 Future with Project (2031) 6 - - 6 - - 341 26 FwP (2031) w/ Mitigation 13 - - 6 - - 208 21 Existing (2024)2 - - 5 - - 90 16 Background (2031)2 - - 6 - - 94 18 Future with Project (2031) 3 - - 7 - - 381 23 FwP (2031) w/ Mitigation 11 - - 8 - - 211 16180 - - 250 - - 210 210160 - - 190 - - - -Intersection Peak Hour ScenarioEastbound Westbound Northbound SouthboundMcHugh Road & Countryside Parkway (All-Way Stop Controlled) Weekday AM Weekday PM Saturday MDStorage Length (ft)Taper Length (ft)Countryside Parkway & Crimson Lane / Costco Driveway 1 (Two-Way Stop Controlled) Weekday AM Weekday PM Saturday MDStorage Length (ft)Taper Length (ft)Countryside Parkway & Costco Driveway 3 (Two-Way Stop Controlled) Weekday AM Weekday PM Saturday MDStorage Length (ft)Taper Length (ft)Countryside Parkway & Costco Driveway 2 (Two-Way Stop Controlled) Weekday AM Weekday PM Saturday MDStorage Length (ft)Taper Length (ft)Veterans Parkway/US 34 & Countryside Parkway (Signalized) Weekday AM Weekday PM Saturday MDStorage Length (ft)Taper Length (ft) Traffic Impact Study Costco Wholesale, Yorkville, Illinois - 28 - Table 7: 95th Percentile Queue Lengths (cont.) 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 Left Right Left Right Left Right Left RightExisting (2024)- - 3 -- - Background (2031)- - 3 -- - Future with Project (2031) 3 - 3 0 - 3 Existing (2024)- - 5 -- - Background (2031)- - 8 -- - Future with Project (2031) 5 - 5 0 - 10 Existing (2024)- - 3 -- - Background (2031)- - 3 -- - Future with Project (2031) 8 - 3 0 - 10215* - 275 215* - - - 110*220* - 170 220* - - - -Existing (2024)21 - 31 - 29 43 11 - Background (2031)22 - 33 - 30 44 11 - Future with Project (2031) 33 - 33 - 30 46 40 - Existing (2024)28 - 73 - 68 35 29 - Background (2031)30 - 77 - 72 36 30 - Future with Project (2031) 54 - 77 - 72 38 71 - Existing (2024)36 - 57 - 37 23 23 - Background (2031)38 - 68 - 40 25 24 - Future with Project (2031) 69 - 60 - 40 26 61 -170 - 180 - 105 105245/145*-180 - 180 - 110 110150/175*-Existing (2024)- - - - - - - - Background (2031)- - - - - - - - Future with Project (2031) - - 8 3 - 0 0 - Existing (2024)- - - - - - - - Background (2031)- - - - - - - - Future with Project (2031) - - 20 3 - 0 3 - Existing (2024)- - - - - - - - Background (2031)- - - - - - - - Future with Project (2031) - - 25 3 - 0 3 -- - 75* 75* - 145* 145* -- - - - - 145* 175* -Existing (2024)- - - - - - - - Background (2031)- - - - - - - - Future with Project (2031) - - 0 0 - - 0 - Existing (2024)- - - - - - - - Background (2031)- - - - - - - - Future with Project (2031) - - 0 0 - - 0 - Existing (2024)- - - - - - - - Background (2031)- - - - - - - - Future with Project (2031) - - 0 0 - - 0 -- - 25* 25* - - - -- - - - - - - -20 25 35 45 80 15 18 28 28Intersection Peak Hour ScenarioEastbound Westbound Northbound SouthboundVeterans Parkway/US 34 & Tuma Road/Costco Driveway 4 (Two-Way Stop Controlled)) Weekday AM Weekday PM Saturday MDStorage Length (ft)Taper Length (ft)McHugh Road & Costco Driveway 6 (Two-Way Stop Controlled) Weekday AM Weekday PM Saturday MDStorage Length (ft)Taper Length (ft)McHugh Road & Costco Driveway 5 (Two-Way Stop Controlled) Weekday AM Weekday PM Saturday MDStorage Length (ft)Taper Length (ft)Veterans Parkway/US 34 & McHugh Road (Signalized) Weekday AM Weekday PM Saturday MDStorage Length (ft)Taper Length (ft) Traffic Impact Study Costco Wholesale, Yorkville, Illinois - 29 - 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. CONFIGURATION PROPOSED LANE FIGURE 11 ILLINOIS YORKVILLE, IL CORPORATION COSTCO WHOLESALE YORKVILLE - EXISTING STOP SIGN LEGEND - EXISTING TRAFFIC SIGNAL - PROPOSED STOP SIGN - PROPOSED TRAFFIC SIGNAL US ROUTE 34 VETERANS PARKW AY T U MA R O A DMcHUGH ROADMcHUGH ROADPA RK W A YCO U N TRY SID ECRIMSON LANECOSTCO DWY 1DWY 2COSTCOCOSTCO DW Y 3 C O S T C O D WY 4 COSTCO DWY 5 COSTCO DWY 6 NOT TO SCALE Traffic Impact Study Costco Wholesale, Yorkville, Illinois - 31 - V. CONCLUSIONS 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. Traffic Impact Study Costco Wholesale, Yorkville, Illinois - 32 - 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. APPENDIX A EXISTING TRAFFIC COUNTS Type of peak hour being reported: System-wide Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: McHugh Rd -- E Countryside Pkwy QC JOB #: QC JOB #: 16749101CITY/STATE: CITY/STATE: Yorkville, IL DATE: DATE: Tue, Sep 17 2024 87 123 32 52 3 101 51 23 94 36 0.700.70 59 99 12 12 49 10 49 9 75 68 Peak-Hour: 7:00 AM -- 8:00 AMPeak-Hour: 7:00 AM -- 8:00 AM Peak 15-Min: 7:45 AM -- 8:00 AMPeak 15-Min: 7:45 AM -- 8:00 AM 4.6 2.4 0 3.8 66.7 0 2 8.7 2.1 0 0 2 8.3 0 8.2 0 0 22.2 4 2.9 0 0 2 2 0 0 1 0 0 0 0 0 0 1 0 0 N/A N/A N/A N/A N/A N/A N/A N/A 15-Min Count15-Min CountPeriod Period Beginning AtBeginning At McHugh Rd McHugh Rd (Northbound)(Northbound)McHugh Rd McHugh Rd (Southbound)(Southbound)E Countryside PkwyE Countryside Pkwy(Eastbound)(Eastbound)E Countryside PkwyE Countryside Pkwy(Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU 7:00 AM 2 10 1 0 0 16 10 0 8 7 1 0 2 9 3 0 697:15 AM 1 13 0 0 0 8 3 0 5 9 3 0 1 11 5 0 597:30 AM 2 14 4 0 3 8 10 0 15 10 5 0 3 16 4 1 957:45 AM 5 12 4 0 0 20 9 0 23 10 3 0 5 23 11 0 125 3488:00 AM 0 21 0 0 2 13 2 0 11 9 1 0 4 12 2 1 78 3578:15 AM 1 21 3 0 1 10 9 0 10 14 3 0 3 10 7 2 94 3928:30 AM 3 7 3 0 1 22 13 0 13 8 3 0 4 5 6 0 88 3858:45 AM 6 7 0 0 0 14 5 0 14 7 4 0 6 17 3 1 84 344 Peak 15-MinPeak 15-MinFlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU All Vehicles 20 48 16 0 0 80 36 0 92 40 12 0 20 92 44 0 500Heavy Trucks 0 0 8 0 4 0 4 0 0 0 0 0 16BusesPedestrians00000Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0Scooters Comments: Report generated on 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: LOCATION: E Countryside Pkwy -- E Veterans Pkwy/US 34 QC JOB #: QC JOB #: 16749104CITY/STATE: CITY/STATE: Yorkville, IL DATE: DATE: Tue, Sep 17 2024 48 92 1 0 47 428 15 79 504 725 0.950.95 425 740 0 0 772 0 0 0 0 0 Peak-Hour: 7:00 AM -- 8:00 AMPeak-Hour: 7:00 AM -- 8:00 AM Peak 15-Min: 7:00 AM -- 7:15 AMPeak 15-Min: 7:00 AM -- 7:15 AM 4.2 2.2 0 0 4.3 6.5 0 2.5 6 2.2 6.6 2.2 0 0 2.3 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 3 0 0 0 0 0 N/A N/A N/A N/A N/A N/A N/A N/A 15-Min Count15-Min CountPeriod Period Beginning AtBeginning At E Countryside Pkwy E Countryside Pkwy (Northbound)(Northbound)E Countryside Pkwy E Countryside Pkwy (Southbound)(Southbound)E Veterans Pkwy/US 34E Veterans Pkwy/US 34(Eastbound)(Eastbound)E Veterans Pkwy/US 34E Veterans Pkwy/US 34(Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU 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 3327:30 AM 0 0 0 0 15 0 0 0 4 181 0 0 0 85 17 0 3027:45 AM 0 0 0 0 12 0 1 0 3 143 0 0 0 123 37 0 319 1292 8:00 AM 0 0 0 0 9 0 3 0 2 156 0 0 0 105 8 0 283 12368:15 AM 0 0 0 0 14 0 4 0 2 167 0 3 0 110 12 0 312 12168:30 AM 0 0 0 0 12 0 1 0 0 148 0 0 0 106 9 0 276 11908:45 AM 0 0 0 0 9 0 0 0 1 124 0 0 0 101 14 0 249 1120 Peak 15-MinPeak 15-MinFlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU All Vehicles 0 0 0 0 32 0 0 0 12 736 0 0 0 532 44 0 1356Heavy Trucks 0 0 0 0 0 0 0 8 0 0 32 0 40BusesPedestrians00000Bicycles 0 0 0 0 0 0 0 0 0 0 4 0 4Scooters Comments: Report generated on 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: LOCATION: McHugh Rd -- E Veterans Pkwy/US 34 QC JOB #: QC JOB #: 16749107CITY/STATE: CITY/STATE: Yorkville, IL DATE: DATE: Wed, Sep 18 2024 75 83 32 40 3 402 38 3 421 600 0.910.91 353 657 19 65 714 17 42 111 124 170 Peak-Hour: 7:00 AM -- 8:00 AMPeak-Hour: 7:00 AM -- 8:00 AM Peak 15-Min: 7:15 AM -- 7:30 AMPeak 15-Min: 7:15 AM -- 7:30 AM 5.3 2.4 6.3 5 0 6.5 0 0 5.9 2.5 5.7 3.3 36.8 7.7 2.4 23.5 4.8 1.8 11.3 4.7 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 N/A N/A N/A N/A N/A N/A N/A N/A 15-Min Count15-Min CountPeriod Period Beginning AtBeginning At McHugh Rd McHugh Rd (Northbound)(Northbound)McHugh Rd McHugh Rd (Southbound)(Southbound)E Veterans Pkwy/US 34E Veterans Pkwy/US 34(Eastbound)(Eastbound)E Veterans Pkwy/US 34E Veterans Pkwy/US 34(Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU 7:00 AM 2 9 27 0 1 7 9 0 12 137 8 0 19 107 0 0 3387:15 AM 6 10 42 0 1 7 8 0 7 199 2 0 14 69 0 0 3657:30 AM 6 8 22 0 0 11 9 0 10 140 3 0 17 91 0 0 3177:45 AM 3 15 20 0 1 15 6 0 9 124 6 0 15 86 3 0 303 1323 8:00 AM 5 13 31 0 2 3 4 0 10 114 3 0 17 91 2 0 295 12808:15 AM 7 11 31 0 2 5 15 0 18 144 8 0 13 91 1 0 346 12618:30 AM 7 7 19 0 1 21 16 0 16 104 1 0 23 106 0 0 321 12658:45 AM 4 9 26 0 2 12 10 0 9 93 6 0 15 104 2 0 292 1254 Peak 15-MinPeak 15-MinFlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU All Vehicles 24 40 168 0 4 28 32 0 28 796 8 0 56 276 0 0 1460Heavy Trucks 4 0 0 0 0 4 0 12 4 0 12 0 36BusesPedestrians00000Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0Scooters Comments: Report generated on 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: LOCATION: Tuma Rd -- E Veterans Pkwy/US 34 QC JOB #: QC JOB #: 16749110CITY/STATE: CITY/STATE: Yorkville, IL DATE: DATE: Tue, Sep 17 2024 0 0 0 0 0 429 0 0 420 669 0.920.92 406 680 11 14 735 23 0 66 25 89 Peak-Hour: 7:00 AM -- 8:00 AMPeak-Hour: 7:00 AM -- 8:00 AM Peak 15-Min: 7:00 AM -- 7:15 AMPeak 15-Min: 7:00 AM -- 7:15 AM 0 0 0 0 0 6.5 0 0 6.7 2.4 6.7 2.5 9.1 7.1 2.2 4.3 0 0 8 1.1 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 N/A N/A N/A N/A N/A N/A N/A N/A 15-Min Count15-Min CountPeriod Period Beginning AtBeginning At Tuma Rd Tuma Rd (Northbound)(Northbound)Tuma Rd Tuma Rd (Southbound)(Southbound)E Veterans Pkwy/US 34E Veterans Pkwy/US 34(Eastbound)(Eastbound)E Veterans Pkwy/US 34E Veterans Pkwy/US 34(Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU 7:00 AM 7 0 23 0 0 0 0 0 0 160 0 0 7 125 0 0 322 7:15 AM 4 0 15 0 0 0 0 0 0 205 2 0 2 82 0 0 3107:30 AM 4 0 17 0 0 0 0 0 0 166 6 0 3 85 0 0 2817:45 AM 8 0 11 0 0 0 0 0 0 138 3 0 2 114 0 0 276 1189 8:00 AM 10 0 13 0 0 0 0 0 0 144 3 0 10 106 0 0 286 11538:15 AM 3 0 17 0 0 0 0 0 0 155 4 0 7 108 0 0 294 11378:30 AM 5 0 7 0 0 0 0 0 0 138 4 0 5 103 0 0 262 11188:45 AM 7 0 6 0 0 0 0 0 0 122 1 0 8 90 0 0 234 1076 Peak 15-MinPeak 15-MinFlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU All Vehicles 28 0 92 0 0 0 0 0 0 640 0 0 28 500 0 0 1288Heavy Trucks 4 0 0 0 0 0 0 12 0 0 32 0 48BusesPedestrians00000Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0Scooters Comments: Report generated on 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: LOCATION: Prairie Pointe Dr -- E Countryside Pkwy QC JOB #: QC JOB #: 16749113CITY/STATE: CITY/STATE: Yorkville, IL DATE: DATE: Wed, Sep 18 2024 14 13 6 0 8 84 9 4 82 55 0.600.60 78 64 0 0 63 0 0 0 0 0 Peak-Hour: 7:00 AM -- 8:00 AMPeak-Hour: 7:00 AM -- 8:00 AM Peak 15-Min: 7:45 AM -- 8:00 AMPeak 15-Min: 7:45 AM -- 8:00 AM 0 15.4 0 0 0 1.2 22.2 0 1.2 7.3 1.3 9.4 0 0 6.3 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 N/A N/A N/A N/A N/A N/A N/A N/A 15-Min Count15-Min CountPeriod Period Beginning AtBeginning At Prairie Pointe DrPrairie Pointe Dr(Northbound)(Northbound)Prairie Pointe DrPrairie Pointe Dr(Southbound)(Southbound)E Countryside PkwyE Countryside Pkwy(Eastbound)(Eastbound)E Countryside PkwyE Countryside Pkwy(Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU 7:00 AM 0 0 0 0 2 0 1 0 1 10 0 0 0 8 0 0 227:15 AM 0 0 0 0 5 0 2 0 1 17 0 0 0 19 1 0 457:30 AM 0 0 0 0 0 0 1 0 0 11 0 0 0 12 2 0 267:45 AM 0 0 0 0 1 0 2 0 7 17 0 0 0 39 1 0 67 1608:00 AM 0 0 0 0 2 0 1 0 0 10 0 0 0 14 1 0 28 1668:15 AM 0 0 0 0 0 0 2 0 3 10 0 0 0 18 2 0 35 1568:30 AM 0 0 0 0 1 0 2 0 1 11 0 0 0 12 1 0 28 1588:45 AM 0 0 0 0 1 0 2 0 3 10 0 0 0 19 4 0 39 130 Peak 15-MinPeak 15-MinFlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU All Vehicles 0 0 0 0 4 0 8 0 28 68 0 0 0 156 4 0 268Heavy Trucks 0 0 0 0 0 0 8 0 0 0 0 0 8BusesPedestrians00000Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0Scooters Comments: Report generated on 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: LOCATION: McHugh Rd -- E Countryside Pkwy QC JOB #: QC JOB #: 16749102CITY/STATE: CITY/STATE: Yorkville, IL DATE: DATE: Tue, Sep 17 2024 125 191 39 80 6 164 70 38 167 69 0.890.89 96 196 57 33 82 29 83 5 168 117 Peak-Hour: 4:30 PM -- 5:30 PMPeak-Hour: 4:30 PM -- 5:30 PM Peak 15-Min: 4:45 PM -- 5:00 PMPeak 15-Min: 4:45 PM -- 5:00 PM 0 0 0 0 0 0.6 0 0 0.6 0 1 0 0 0 0 0 0 0 0 0 1 1 0 0 0 1 0 1 0 0 1 0 0 0 0 0 N/A N/A N/A N/A N/A N/A N/A N/A 15-Min Count15-Min CountPeriod Period Beginning AtBeginning At McHugh Rd McHugh Rd (Northbound)(Northbound)McHugh Rd McHugh Rd (Southbound)(Southbound)E Countryside PkwyE Countryside Pkwy(Eastbound)(Eastbound)E Countryside PkwyE Countryside Pkwy(Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU 4:00 PM 6 23 1 0 2 17 9 0 11 12 14 0 10 20 5 4 1344:15 PM 4 17 1 0 4 11 8 0 15 17 9 0 8 29 9 4 1364:30 PM 6 26 2 0 0 13 11 0 11 23 12 0 8 27 11 1 1514:45 PM 8 18 0 0 4 26 10 0 22 16 19 0 8 29 9 0 169 5905:00 PM 7 20 2 0 2 20 12 0 21 15 14 0 6 17 6 1 143 5995:15 PM 8 19 1 0 0 21 6 0 16 15 12 0 9 23 12 0 142 605 5:30 PM 5 13 0 0 3 15 13 0 12 12 17 0 6 26 7 1 130 5845:45 PM 9 15 0 0 3 13 6 0 11 17 14 0 7 32 6 0 133 548 Peak 15-MinPeak 15-MinFlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU All Vehicles 32 72 0 0 16 104 40 0 88 64 76 0 32 116 36 0 676Heavy Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0BusesPedestrians04004Bicycles 0 0 0 0 4 0 4 0 0 0 0 0 8Scooters 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: LOCATION: E Countryside Pkwy -- E Veterans Pkwy/US 34 QC JOB #: QC JOB #: 16749105CITY/STATE: CITY/STATE: Yorkville, IL DATE: DATE: Tue, Sep 17 2024 82 98 11 0 71 901 22 78 966 689 0.940.94 888 711 0 0 760 0 0 0 0 0 Peak-Hour: 4:30 PM -- 5:30 PMPeak-Hour: 4:30 PM -- 5:30 PM Peak 15-Min: 5:15 PM -- 5:30 PMPeak 15-Min: 5:15 PM -- 5:30 PM 0 5.1 0 0 0 1.1 0 6.4 1.6 0.7 1.1 0.7 0 0 0.7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 0 0 0 0 0 N/A N/A N/A N/A N/A N/A N/A N/A 15-Min Count15-Min CountPeriod Period Beginning AtBeginning At E Countryside Pkwy E Countryside Pkwy (Northbound)(Northbound)E Countryside Pkwy E Countryside Pkwy (Southbound)(Southbound)E Veterans Pkwy/US 34E Veterans Pkwy/US 34(Eastbound)(Eastbound)E Veterans Pkwy/US 34E Veterans Pkwy/US 34(Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU 4:00 PM 0 0 0 0 20 0 2 0 9 147 0 0 0 219 18 0 4154:15 PM 0 0 0 0 18 0 10 0 5 148 0 4 0 223 31 0 4394:30 PM 0 0 0 0 21 0 3 0 7 182 0 1 0 186 23 0 4234:45 PM 0 0 0 0 19 0 1 0 2 154 0 0 0 209 23 0 408 16855:00 PM 0 0 0 0 14 0 4 0 4 171 0 1 0 251 15 0 460 17305:15 PM 0 0 0 0 17 0 3 0 7 182 0 0 0 242 17 0 468 17595:30 PM 0 0 0 0 12 0 4 0 5 154 0 0 0 237 22 0 434 17705:45 PM 0 0 0 0 15 0 5 0 5 150 0 1 0 201 29 0 406 1768 Peak 15-MinPeak 15-MinFlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU All Vehicles 0 0 0 0 68 0 12 0 28 728 0 0 0 968 68 0 1872Heavy Trucks 0 0 0 0 0 0 0 8 0 0 8 4 20BusesPedestrians00000Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0Scooters 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: LOCATION: McHugh Rd -- E Veterans Pkwy/US 34 QC JOB #: QC JOB #: 16749108CITY/STATE: CITY/STATE: Yorkville, IL DATE: DATE: Wed, Sep 18 2024 152 106 48 88 16 777 43 8 829 563 0.940.94 672 633 27 149 660 57 55 81 264 193 Peak-Hour: 4:30 PM -- 5:30 PMPeak-Hour: 4:30 PM -- 5:30 PM Peak 15-Min: 5:15 PM -- 5:30 PMPeak 15-Min: 5:15 PM -- 5:30 PM 1.3 0 2.1 0 6.3 1 0 0 0.8 1.1 0.9 0.9 0 0.7 1.4 1.8 0 2.5 0.4 1.6 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 N/A N/A N/A N/A N/A N/A N/A N/A 15-Min Count15-Min CountPeriod Period Beginning AtBeginning At McHugh Rd McHugh Rd (Northbound)(Northbound)McHugh Rd McHugh Rd (Southbound)(Southbound)E Veterans Pkwy/US 34E Veterans Pkwy/US 34(Eastbound)(Eastbound)E Veterans Pkwy/US 34E Veterans Pkwy/US 34(Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU 4:00 PM 21 9 17 0 4 18 11 0 16 137 6 0 37 166 2 0 4444:15 PM 12 9 18 0 2 14 6 0 11 99 6 0 28 146 3 0 3544:30 PM 12 12 21 0 3 18 14 0 13 121 9 0 40 178 1 0 4424:45 PM 14 22 23 0 6 28 14 0 10 127 5 0 32 151 4 0 436 16765:00 PM 16 11 13 0 4 20 7 0 12 149 3 0 37 173 2 0 447 16795:15 PM 15 10 24 0 3 22 13 0 8 166 10 0 40 170 1 0 482 18075:30 PM 20 11 23 0 1 15 13 0 14 144 4 0 27 165 2 0 439 18045:45 PM 11 9 17 0 4 27 8 0 10 116 12 0 20 122 1 0 357 1725 Peak 15-MinPeak 15-MinFlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU All Vehicles 60 40 96 0 12 88 52 0 32 664 40 0 160 680 4 0 1928Heavy Trucks 4 0 4 4 0 0 0 4 0 0 4 0 20BusesPedestrians00000Bicycles 0 0 4 0 0 0 0 0 0 0 0 0 4Scooters 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: LOCATION: Tuma Rd -- E Veterans Pkwy/US 34 QC JOB #: QC JOB #: 16749111CITY/STATE: CITY/STATE: Yorkville, IL DATE: DATE: Tue, Sep 17 2024 0 0 0 0 0 875 0 0 899 669 0.920.92 844 698 29 55 720 31 0 51 84 82 Peak-Hour: 4:30 PM -- 5:30 PMPeak-Hour: 4:30 PM -- 5:30 PM Peak 15-Min: 5:15 PM -- 5:30 PMPeak 15-Min: 5:15 PM -- 5:30 PM 0 0 0 0 0 0.9 0 0 0.9 0.7 0.9 0.7 0 0 0.7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N/A N/A N/A N/A N/A N/A N/A N/A 15-Min Count15-Min CountPeriod Period Beginning AtBeginning At Tuma Rd Tuma Rd (Northbound)(Northbound)Tuma Rd Tuma Rd (Southbound)(Southbound)E Veterans Pkwy/US 34E Veterans Pkwy/US 34(Eastbound)(Eastbound)E Veterans Pkwy/US 34E Veterans Pkwy/US 34(Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU 4:00 PM 2 0 12 0 0 0 0 0 0 153 13 0 9 204 0 0 3934:15 PM 5 0 10 0 0 0 0 0 0 135 12 0 16 222 0 0 4004:30 PM 2 0 15 0 0 0 0 0 0 176 5 0 12 177 0 0 3874:45 PM 8 0 7 0 0 0 0 0 0 153 5 0 6 206 0 0 385 15655:00 PM 8 0 14 0 0 0 0 0 0 163 11 0 19 237 0 0 452 16245:15 PM 13 0 15 0 0 0 0 0 0 177 8 0 18 224 0 0 455 16795:30 PM 5 0 12 0 0 0 0 0 0 146 6 0 13 204 0 0 386 16785:45 PM 3 0 13 0 0 0 0 0 0 141 5 0 15 185 0 0 362 1655 Peak 15-MinPeak 15-MinFlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU All Vehicles 52 0 60 0 0 0 0 0 0 708 32 0 72 896 0 0 1820Heavy Trucks 0 0 0 0 0 0 0 8 0 0 8 0 16BusesPedestrians00000Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0Scooters 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: LOCATION: Prairie Pointe Dr -- E Countryside Pkwy QC JOB #: QC JOB #: 16749114CITY/STATE: CITY/STATE: Yorkville, IL DATE: DATE: Wed, Sep 18 2024 17 11 9 0 8 103 7 4 98 79 0.820.82 94 86 0 0 87 0 0 0 0 0 Peak-Hour: 4:30 PM -- 5:30 PMPeak-Hour: 4:30 PM -- 5:30 PM Peak 15-Min: 5:15 PM -- 5:30 PMPeak 15-Min: 5:15 PM -- 5:30 PM 0 0 0 0 0 1.9 0 0 2 1.3 2.1 1.2 0 0 1.1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N/A N/A N/A N/A N/A N/A N/A N/A 15-Min Count15-Min CountPeriod Period Beginning AtBeginning At Prairie Pointe DrPrairie Pointe Dr(Northbound)(Northbound)Prairie Pointe DrPrairie Pointe Dr(Southbound)(Southbound)E Countryside PkwyE Countryside Pkwy(Eastbound)(Eastbound)E Countryside PkwyE Countryside Pkwy(Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU 4:00 PM 0 0 0 0 0 0 2 0 3 23 0 0 0 21 3 0 524:15 PM 0 0 0 0 3 0 2 0 1 20 0 0 0 25 0 0 514:30 PM 0 0 0 0 3 0 4 0 3 11 0 0 0 26 0 0 474:45 PM 0 0 0 0 2 0 1 0 0 20 0 0 0 20 1 0 44 1945:00 PM 0 0 0 0 1 0 2 0 1 19 0 0 0 25 1 0 49 1915:15 PM 0 0 0 0 2 0 2 0 3 29 0 0 0 23 2 0 61 2015:30 PM 0 0 0 0 2 0 0 0 1 17 0 0 0 13 0 0 33 1875:45 PM 0 0 0 0 1 0 0 0 1 18 0 0 0 21 0 0 41 184 Peak 15-MinPeak 15-MinFlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU All Vehicles 0 0 0 0 8 0 8 0 12 116 0 0 0 92 8 0 244Heavy Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0BusesPedestrians00000Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0Scooters 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: LOCATION: McHugh Rd -- E Countryside Pkwy QC JOB #: QC JOB #: 16749103CITY/STATE: CITY/STATE: Yorkville, IL DATE: DATE: Sat, Sep 14 2024 72 144 19 44 9 158 54 26 154 74 0.920.92 102 181 53 26 86 37 64 1 121 102 Peak-Hour: 12:45 PM -- 1:45 PMPeak-Hour: 12:45 PM -- 1:45 PM Peak 15-Min: 12:45 PM -- 1:00 PMPeak 15-Min: 12:45 PM -- 1:00 PM 0 1.4 0 0 0 0.6 0 3.8 1.3 0 1 0 0 0 0 0 1.6 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 N/A N/A N/A N/A N/A N/A N/A N/A 15-Min Count15-Min CountPeriod Period Beginning AtBeginning At McHugh Rd McHugh Rd (Northbound)(Northbound)McHugh Rd McHugh Rd (Southbound)(Southbound)E Countryside PkwyE Countryside Pkwy(Eastbound)(Eastbound)E Countryside PkwyE Countryside Pkwy(Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU 11:00 AM 10 17 0 0 4 11 10 0 13 15 7 0 9 25 9 2 13211:15 AM 10 18 0 0 2 7 8 0 24 20 9 0 7 23 11 2 14111:30 AM 6 17 0 0 1 15 15 0 10 13 18 0 8 20 9 1 13311:45 AM 9 16 1 0 3 16 8 0 21 8 13 0 8 22 10 1 136 54212:00 PM 16 14 0 0 0 11 6 0 16 12 10 0 6 26 6 2 125 53512:15 PM 8 15 0 0 5 6 9 0 13 24 12 0 4 37 9 0 142 53612:30 PM 13 11 0 0 3 10 6 0 10 14 17 0 3 28 12 1 128 53112:45 PM 9 17 1 0 1 16 3 0 12 28 17 0 6 24 5 0 139 5341:00 PM 10 13 0 0 4 6 5 0 12 12 7 0 4 26 10 1 110 5191:15 PM 9 19 0 0 2 11 4 0 19 14 14 0 7 24 5 1 129 5061:30 PM 9 15 0 0 2 11 7 0 11 20 15 0 7 28 6 0 131 5091:45 PM 10 12 0 0 1 11 2 0 13 24 8 0 7 17 8 1 114 4842:00 PM 8 12 0 0 0 11 9 0 14 16 8 0 0 14 11 0 103 4772:15 PM 4 13 0 0 4 9 8 0 4 17 13 0 3 24 5 0 104 4522:30 PM 9 13 0 0 3 12 3 0 9 14 9 0 5 21 8 0 106 4272:45 PM 4 11 0 0 2 9 4 0 8 13 6 0 2 16 4 0 79 392 Peak 15-MinPeak 15-MinFlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU All Vehicles 36 68 4 0 4 64 12 0 48 112 68 0 24 96 20 0 556Heavy Trucks 0 4 0 0 0 0 0 0 0 0 0 0 4BusesPedestrians00044Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0Scooters 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: LOCATION: E Countryside Pkwy -- E Veterans Pkwy/US 34 QC JOB #: QC JOB #: 16749106CITY/STATE: CITY/STATE: Yorkville, IL DATE: DATE: Sat, Sep 14 2024 84 102 11 0 73 572 18 85 643 632 0.950.95 558 650 0 0 703 0 0 0 0 0 Peak-Hour: 12:45 PM -- 1:45 PMPeak-Hour: 12:45 PM -- 1:45 PM Peak 15-Min: 1:30 PM -- 1:45 PMPeak 15-Min: 1:30 PM -- 1:45 PM 1.2 3.9 0 0 1.4 0.7 0 4.7 1.2 0.8 0.7 0.8 0 0 0.9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 N/A N/A N/A N/A N/A N/A N/A N/A 15-Min Count15-Min CountPeriod Period Beginning AtBeginning At E Countryside Pkwy E Countryside Pkwy (Northbound)(Northbound)E Countryside Pkwy E Countryside Pkwy (Southbound)(Southbound)E Veterans Pkwy/US 34E Veterans Pkwy/US 34(Eastbound)(Eastbound)E Veterans Pkwy/US 34E Veterans Pkwy/US 34(Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU 11:00 AM 0 0 0 0 24 0 2 0 2 145 0 1 0 144 20 0 33811:15 AM 0 0 0 0 20 0 3 0 1 171 0 0 0 113 20 0 32811:30 AM 0 0 0 0 15 0 1 0 1 153 0 0 0 132 19 0 32111:45 AM 0 0 0 0 9 0 1 0 0 131 0 0 0 144 15 0 300 128712:00 PM 0 0 0 0 13 0 2 0 2 144 0 0 0 136 22 0 319 126812:15 PM 0 0 0 0 27 0 1 0 4 141 0 0 0 159 30 0 362 130212:30 PM 0 0 0 0 19 0 1 0 2 136 0 0 0 130 25 0 313 129412:45 PM 0 0 0 0 25 0 3 0 2 151 0 1 0 136 22 0 340 13341:00 PM 0 0 0 0 13 0 3 0 4 144 0 1 0 142 27 0 334 13491:15 PM 0 0 0 0 11 0 3 0 3 158 0 1 0 144 20 0 340 13271:30 PM 0 0 0 0 22 0 2 2 6 179 0 0 0 136 16 0 363 1377 1:45 PM 0 0 0 0 14 0 6 0 11 157 0 3 0 137 12 0 340 13772:00 PM 0 0 0 0 17 0 3 0 1 146 0 0 0 128 20 0 315 13582:15 PM 0 0 0 0 20 0 2 0 3 133 0 0 0 146 25 0 329 13472:30 PM 0 0 0 0 16 0 2 0 3 141 0 0 0 137 20 0 319 13032:45 PM 0 0 0 0 12 0 4 0 1 136 0 0 0 123 17 0 293 1256 Peak 15-MinPeak 15-MinFlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU All Vehicles 0 0 0 0 88 0 8 8 24 716 0 0 0 544 64 0 1452Heavy Trucks 0 0 0 0 0 0 0 4 0 0 0 4 8BusesPedestrians00000Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0Scooters 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: LOCATION: McHugh Rd -- E Veterans Pkwy/US 34 QC JOB #: QC JOB #: 16749109CITY/STATE: CITY/STATE: Yorkville, IL DATE: DATE: Sat, Sep 14 2024 121 103 51 52 18 541 61 9 562 572 0.960.96 454 652 19 99 651 36 33 61 170 130 Peak-Hour: 12:45 PM -- 1:45 PMPeak-Hour: 12:45 PM -- 1:45 PM Peak 15-Min: 1:30 PM -- 1:45 PMPeak 15-Min: 1:30 PM -- 1:45 PM 0 1 0 0 0 0.9 1.6 0 0.9 0.3 1.1 0.5 0 0 0.6 0 0 3.3 0 1.5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N/A N/A N/A N/A N/A N/A N/A N/A 15-Min Count15-Min CountPeriod Period Beginning AtBeginning At McHugh Rd McHugh Rd (Northbound)(Northbound)McHugh Rd McHugh Rd (Southbound)(Southbound)E Veterans Pkwy/US 34E Veterans Pkwy/US 34(Eastbound)(Eastbound)E Veterans Pkwy/US 34E Veterans Pkwy/US 34(Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU 11:00 AM 10 9 20 0 1 14 10 0 13 130 3 0 11 134 1 0 35611:15 AM 8 11 16 0 4 8 9 0 14 162 6 0 16 96 1 0 35111:30 AM 8 8 18 0 4 24 12 0 13 134 6 0 13 115 2 0 35711:45 AM 9 12 18 0 5 21 15 0 16 114 11 0 24 108 1 0 354 141812:00 PM 21 20 10 0 3 8 14 0 10 130 9 0 18 119 0 0 362 142412:15 PM 11 16 16 0 1 14 6 0 6 125 4 0 18 128 0 0 345 141812:30 PM 19 8 17 0 0 19 12 0 12 113 7 0 17 116 2 0 342 140312:45 PM 7 8 19 0 3 19 17 0 17 148 3 0 19 114 2 0 376 14251:00 PM 9 10 12 0 4 8 6 0 12 133 6 0 23 115 2 0 340 14031:15 PM 7 9 16 0 4 13 14 0 20 138 3 0 27 114 1 0 366 14241:30 PM 13 6 14 0 7 12 14 0 12 153 7 0 30 111 4 0 383 1465 1:45 PM 11 10 19 0 5 10 10 0 9 130 7 0 27 127 3 0 368 14572:00 PM 8 9 11 0 2 8 6 0 10 137 8 0 21 102 1 0 323 14402:15 PM 13 11 9 0 6 15 6 0 5 118 7 0 18 127 1 0 336 14102:30 PM 13 10 12 0 2 16 7 0 10 120 9 0 29 112 1 0 341 13682:45 PM 8 8 11 0 2 10 5 0 6 130 5 0 16 119 1 0 321 1321 Peak 15-MinPeak 15-MinFlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU All Vehicles 52 24 56 0 28 48 56 0 48 612 28 0 120 444 16 0 1532Heavy Trucks 0 0 4 0 0 0 0 0 0 0 4 0 8BusesPedestrians00000Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0Scooters 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: LOCATION: Tuma Rd -- E Veterans Pkwy/US 34 QC JOB #: QC JOB #: 16749112CITY/STATE: CITY/STATE: Yorkville, IL DATE: DATE: Sat, Sep 14 2024 0 0 0 0 0 556 0 0 569 619 0.930.93 536 653 34 33 653 20 0 34 67 54 Peak-Hour: 12:45 PM -- 1:45 PMPeak-Hour: 12:45 PM -- 1:45 PM Peak 15-Min: 1:30 PM -- 1:45 PMPeak 15-Min: 1:30 PM -- 1:45 PM 0 0 0 0 0 1.1 0 0 0.9 0.8 0.9 0.8 0 0 0.8 5 0 0 0 1.9 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 N/A N/A N/A N/A N/A N/A N/A N/A 15-Min Count15-Min CountPeriod Period Beginning AtBeginning At Tuma Rd Tuma Rd (Northbound)(Northbound)Tuma Rd Tuma Rd (Southbound)(Southbound)E Veterans Pkwy/US 34E Veterans Pkwy/US 34(Eastbound)(Eastbound)E Veterans Pkwy/US 34E Veterans Pkwy/US 34(Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU 11:00 AM 7 0 7 0 0 0 0 0 0 140 4 0 10 139 0 0 30711:15 AM 7 0 10 0 0 0 0 0 0 163 6 0 16 101 0 0 30311:30 AM 9 0 9 0 0 0 0 0 0 138 11 0 7 125 0 0 29911:45 AM 6 0 3 0 0 0 0 0 0 131 3 0 7 137 0 0 287 119612:00 PM 4 0 8 0 0 0 0 0 0 137 5 0 4 131 0 0 289 117812:15 PM 7 0 7 0 0 0 0 0 0 134 8 0 13 144 0 0 313 118812:30 PM 10 0 4 0 0 0 0 0 0 131 3 0 8 125 0 0 281 117012:45 PM 5 0 3 0 0 0 0 0 0 153 8 0 5 131 0 0 305 11881:00 PM 4 0 10 0 0 0 0 0 0 138 8 0 12 133 0 0 305 12041:15 PM 4 0 10 0 0 0 0 0 0 152 8 0 6 144 0 0 324 12151:30 PM 7 0 11 0 0 0 0 0 0 176 10 0 10 128 0 0 342 1276 1:45 PM 6 0 15 0 0 0 0 0 0 153 5 0 11 129 0 0 319 12902:00 PM 4 0 6 0 0 0 0 0 0 143 5 0 10 126 0 0 294 12792:15 PM 7 0 8 0 0 0 0 0 0 126 5 0 9 138 0 0 293 12482:30 PM 3 0 11 0 0 0 0 0 0 134 7 0 7 126 0 0 288 11942:45 PM 7 0 9 0 0 0 0 0 0 127 7 0 7 126 0 0 283 1158 Peak 15-MinPeak 15-MinFlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU All Vehicles 28 0 44 0 0 0 0 0 0 704 40 0 40 512 0 0 1368Heavy Trucks 4 0 0 0 0 0 0 4 0 0 0 0 8BusesPedestrians00000Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0Scooters 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: LOCATION: Prairie Pointe Dr -- E Countryside Pkwy QC JOB #: QC JOB #: 16749115CITY/STATE: CITY/STATE: Yorkville, IL DATE: DATE: Sat, Sep 14 2024 0 1 0 0 0 102 1 0 102 84 0.850.85 102 85 0 0 84 0 0 0 0 0 Peak-Hour: 12:45 PM -- 1:45 PMPeak-Hour: 12:45 PM -- 1:45 PM Peak 15-Min: 12:45 PM -- 1:00 PMPeak 15-Min: 12:45 PM -- 1:00 PM 0 0 0 0 0 2.9 0 0 2.9 0 2.9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N/A N/A N/A N/A N/A N/A N/A N/A 15-Min Count15-Min CountPeriod Period Beginning AtBeginning At Prairie Pointe DrPrairie Pointe Dr(Northbound)(Northbound)Prairie Pointe DrPrairie Pointe Dr(Southbound)(Southbound)E Countryside PkwyE Countryside Pkwy(Eastbound)(Eastbound)E Countryside PkwyE Countryside Pkwy(Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU 11:00 AM 0 0 0 0 0 0 1 0 0 22 0 0 0 22 1 0 4611:15 AM 0 0 0 0 0 0 0 0 0 25 0 0 0 21 0 0 4611:30 AM 0 0 0 0 0 0 0 0 0 15 0 0 0 20 0 0 3511:45 AM 0 0 0 0 0 0 0 0 0 11 0 0 0 16 0 0 27 15412:00 PM 0 0 0 0 0 0 0 0 0 16 0 0 0 23 0 0 39 14712:15 PM 0 0 0 0 0 0 0 0 0 28 0 0 0 35 0 0 63 16412:30 PM 0 0 0 0 0 0 0 0 0 18 0 0 0 27 0 0 45 17412:45 PM 0 0 0 0 0 0 0 0 0 30 0 0 0 25 0 0 55 2021:00 PM 0 0 0 0 0 0 0 0 1 17 0 0 0 30 0 0 48 2111:15 PM 0 0 0 0 0 0 0 0 0 16 0 0 0 24 0 0 40 1881:30 PM 0 0 0 0 0 0 0 0 0 21 0 0 0 23 0 0 44 1871:45 PM 0 0 0 0 0 0 0 0 0 26 0 0 0 22 0 0 48 1802:00 PM 0 0 0 0 0 0 0 0 0 17 0 0 0 21 0 0 38 1702:15 PM 0 0 0 0 0 0 0 0 0 21 0 0 0 28 1 0 50 1802:30 PM 0 0 0 0 0 0 0 0 0 17 0 0 0 22 0 0 39 1752:45 PM 0 0 0 0 0 0 0 0 0 15 0 0 0 19 0 0 34 161 Peak 15-MinPeak 15-MinFlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU All Vehicles 0 0 0 0 0 0 0 0 0 120 0 0 0 100 0 0 220Heavy Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0BusesPedestrians00000Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0Scooters 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 October 24, 2024 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: 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 2,500 Tuma Road south of US 34 1,100 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 jrodriguez@cmap.illinois.gov Jose Rodriguez, PTP, AICP Senior Planner, Research & Analysis Cc: Rios (IDOT) S:\AdminGroups\ResearchAnalysis\2024_TrafficForecasts\Yorkville\ke-06-24\ke-06-24.docx APPENDIX C AUXILIARY LANE ANALYSIS Costco Wholesale, Yorkville, Illinois Costco Dwy 1 Costco Dwy 2 Costco Dwy 3 Costco Dwy 4 Costco Dwy 5 Costco Dwy 6 1 Unsignalized intersection on a two lane highway that satisfies the criteria in BDE Figures N/A N/A N/A N/A Yes No Costco Dwy 1 thru 4 are not a two-lane Highway. Costco Dwy 5 meets criteria to consider a right turn lane. 2 Unsignalized intersection on a four lane highway that satisfies the criteria in BDE Figures No No No Yes N/A N/A Costco Dwy 4 meets the criteria to consider a right turn lane. 3 On expressways where the side street ADT is over 250 No No No No No No Not on an expressway. 4 Any intersection where a capacity analysis determines a right-turn lane is necessary to meet the LOS criteria No No No No No No All movements operate at acceptable LOS. 5 At any intersection where the right- turning volume is greater than 150 vph and where there is greater than 300 vplph on the mainline No No No No No No Right-turn lane volumes are less than 150 vph. 6 Uniformity of intersection design along the highway if other intersections have right-turn lanes No No No No No No No unsignalized intersections in the area have right turn lanes 7 Any intersection where the mainline is curved to the left and the mainline curve requires superelevation No No No No No No Roads are not on superelevated curves 8 At railroad crossings where the railroad is located close to the intersection and a right turn lane would be desirable to efficiently move through traffic on the parallel roadway No No No No No No Not near a railroad. 9 Any intersection where the crash experience, traffic operations, sight distance restrictions, or engineering judgement indicates a significant conflict related to right-turning vehicles. No No No No No No No additional indicators mandating right- turn lanes. Costco Dwy 1 Costco Dwy 2 Costco Dwy 3 Costco Dwy 4 Costco Dwy 5 Costco Dwy 6 1 Unsignalized intersection on a two lane highway that satisfies the criteria in BDE Figures N/A N/A N/A - RIRO Only N/A N/A - Already Provided N/A - Already Provided Not a two-lane Highway. 2 Signalized intersetion where the left- turning volume is equal to or greater than 75 vph N/A N/A N/A - RIRO Only N/A N/A - Already Provided N/A - Already Provided Not Signalized intersections 3 Any intersection where a capacity analysis determines a left-turn lane is necessary to meet the LOS criteria N/A N/A N/A - RIRO Only N/A N/A - Already Provided N/A - Already Provided All movements operate at acceptable LOS 4 Uniformity of intersection design along the highway if other intersections have left-turn lanes Yes Yes N/A - RIRO Only Yes N/A - Already Provided N/A - Already Provided Intersections to the west of Costco Dwy 1 and 2 and east and west of Costco Dwy 4 provide left turn lanes. 5 Any intersection where the crash experience, traffic operations, sight distance restrictions, or engineering judgement indicates a significant conflict related to left-turning vehicles. No No N/A - RIRO Only No N/A - Already Provided N/A - Already Provided No additional indicators mandating left- turn lanes. Criteria Right-Turn Lane Warrants Comments Criteria Left-Turn Lane Warrants Comments Criteria Met? Criteria Met? 40 60 80 100 120 140 160 0 100 200 300 400 500 600 700Right-Turn Volume During Design Hour (VPH)DHV, In One Direction (VPH) Right Turn Lane Warrant 1 (BDE Figure 36-3.A) Warrant Threshold Costco Dwy 5 Costco Dwy 6 Linear (Warrant Threshold) 20 40 60 80 100 120 140 160 200 400 600 800 1000 1200 1400 1600Right-Turn Volume During Design Hour (VPH)DHV, In One Direction (VPH) Right Turn Lane Warrant 2 (BDE Figure 36-3.B) Warrant Threshold Costco Dwy 1 Costco Dwy 2 Costco Dwy 3 Costco Dwy 4 US 34 & McHugh Rd (WB Rt) 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 (EB/WB) Countryside Parkway Minor Street (NB/SB) 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 Countryside Parkway & McHugh Road Date:12/26/2024 City:Yorkville County:Kendall District:3 Major Countryside Parkway Minor McHugh Road TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST Route:McHugh Road McHugh Road Countryside Parkway Countryside Parkway N. of: Countryside Parkway S. of:Countryside Parkway E. of:McHugh Road W. of:McHugh Road Going Going Going Going EAST SOUTH WEST WEST NORTH EAST SOUTH WEST NORTH NORTH EAST SOUTH AM 7 56 34 97 18 64 12 94 191 13 75 29 117 55 51 17 123 240 431 PM 18 86 42 146 43 89 5 137 283 35 140 53 228 73 111 75 259 487 770 SAT 30 47 20 97 61 68 1 130 227 28 172 49 249 58 139 76 273 522 749 55th % AM 4 31 19 54 10 36 7 53 107 7 41 16 64 30 28 9 67 131 238 55th % PM 10 47 23 80 24 50 3 77 157 19 77 29 125 40 61 41 142 267 424 55th % Sat 17 26 11 54 34 38 1 73 127 15 95 27 137 32 76 42 150 287 414 REVIEW INFORMATION COUNTS USED:Quality Counts - 2031 FwP Volumes COUNT DATE(S): DATA REVIEWED: 12/26/2024 REVIEWED BY:MFM TOTAL EAST AND WEST GRAND TOTAL TOTAL TOTAL TOTAL TOTAL 9/17/2024 START TIME State Of Illinois Department of Transportation Bureau of Traffic SUMMARY OF TRAFFIC SURVEY TOTAL NORTH AND SOUTH INTERSECTION:Countryside Parkway & McHugh Road Yorkville COUNTY:Kendall SB AM 7 56 34 97 38 40%0%40%20 83 SB PM 18 86 42 146 70 40%0%40%25 129 SB SAT 30 47 20 97 86 40%0%40%12 89 SB 55th AM 4 31 19 54 21 40%0%40%11 46 SB 55th PM 10 47 23 80 39 40%0%40%14 71 SB 55th Sat 17 26 11 54 48 40%0%40%7 49 REVIEW INFORMATION VOLUMES FACTOR %COUNTS USED:Quality Counts - 2031 FwP Volumes 0-399 0%COUNT DATE(S):9/17/2024 400-499 5%DATE REVIEWED:12/26/2024 500-599 10%REVIEWED BY:MFM 600-699 15% 700-799 20% 800-899 25% 900-999 30% 1000-1099 35% 1100-1199 40% 1200-1299 45% 1300-1399 50% 1400-1499 55% MAINLINE CONGESTION FACTORS CRIT. MAINLINE LANE #2 LEFT THROUGH RIGHT APP. TOTAL ADJUSTED RIGHT TURN REDUCTION % ADJUSTED RIGHT TURNS ADJUSTED MINOR STREET VOLUME STREET NAME McHugh Road CONFIG. #2 RIGHT TURN FACTORIZATION SHEET MUNCIPALITY: DIR PEAK HOUR MINOR STREET CRITICAL MAINLINE APPROACH VOLUME PER LANE BASE RIGHT TURN REDUCTION % MAINLINE CONGESTION FACTOR % 1 2 3 4 5 PH LEFT THROUGH RIGHT TOTAL (A)0.7A 0.35A 3T T/3 (T+L)(T+R)3R 3L T/2 T/4 L=T=R (+/-) AM 7 56 34 97 68 34 168 19 63 90 102 21 28 14 NO PM 18 86 42 146 102 51 258 29 104 128 126 54 43 22 NO SAT 30 47 20 97 68 34 141 16 77 67 60 90 24 12 NO 55th AM 4 31 19 54 38 19 93 10 35 50 57 12 16 8 NO 55th PM 10 47 23 80 56 28 141 16 57 70 69 30 24 12 NO 55th Sat 17 26 11 54 38 19 78 9 43 37 33 51 13 7 NO CONFIG 1 CONFIG 2 CONFIG 3 CONFIG 4 CONFIG 5 AM 40%40%75%30%50% PM 20%40%75%30%30% SAT 20%40%75%30%30% 55th AM 40%40%75%30%50% 55th PM 20%40%75%30%30% 55th Sat 20%40%75%30%30% PH BASE REDUCTION Any configuration with an exclusive right turn lane (usually up to 600 ft. long) RIGHT TURN FACTORIZATION SHEET (CONT.) LANE CONFIGURATIONS District #3 SRA:No YES NO INTERSECTION:Countryside Parkway & McHugh Road MUNCIPALITY:Yorkville COUNTY:Kendall Speed Limit of Major Route 40 Isolated Community with Population< 10,000 No Number of Lanes of Major Approach 2 Number of Lanes of Minor Approach 1 MAJOR ADJ. MINOR STREET STREET VOLUME VOLUME A B HOUR (both (higher volume BEGIN approaches)approaches)100%100%80% of A 80% of B YES NO N/A AM 240 83 Warrant 1 is met if any of the following Conditions are met: PM 487 129 X •CONDITION A YES NO N/A Minmum Vehicular Volume SAT 522 89 •CONDITION B YES NO N/A Interruption of Continuous Traffic 55th % AM 131 46 •CONDITION A/B YES NO N/A 55th % PM 267 71 Combination of Warranrts 55th % SAT 287 49 WARRANT 2 YES NO N/A Four Hour Volume WARRANT 3 YES NO N/A Peak Hour Volume Met:No No No No Volume Requirements: MAJOR:600 900 480 630 WARRANT 4 YES NO N/A MINOR:150 100 120 80 Pedestrian Volume WARRANT 5 YES NO N/A School Crossing REVIEW INFORMATION WARRANT 6 YES NO N/A COUNTS USED:Quality Counts - 2031 FwP Volumes Coordinated Signal System COUNT DATE(S):9/17/2024 DATE REVIEWED:12/26/2024 WARRANT 7 YES NO N/A REVIEWED BY:MFM Accidents Experience WARRANT 8 YES NO N/A Comments Roadway Network WARRANT 9 YES NO N/A Intersection Near a Grade Crossing SIGNAL WARRANT REVIEW SHEET Check any hours which meet the following Warrants WARRANT 1 WARRANT 1 A/B: 8 hrs of both WARRANT 1 Date 12/26/2024 Location Information Intersection US Route 34 & Tuma Road/Costco Dwy 4 City Yorkville County Kendall District 3 Street Information Major Street (EB/WB) US 34 Minor Street (NB/SB) Tuma Road/Costco Dwy 4 Review Information Counts Used 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 US Route 34 & Tuma Road/Costco Dwy 4 Date:12/26/2024 City:Yorkville County:Kendall District:3 Major US 34 Minor Tuma Road/Costco Dwy 4 TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST Route:Tuma Road/Costco Dwy 4 Tuma Road/Costco Dwy 4 US 34 US 34 N. of: US 34 S. of:US 34 E. of:Tuma Road/Costco Dwy 4 W. of:Tuma Road/Costco Dwy 4 Going Going Going Going EAST SOUTH WEST WEST NORTH EAST SOUTH WEST NORTH NORTH EAST SOUTH AM 0 0 38 38 25 0 71 96 134 15 412 47 474 31 701 12 744 1,218 1,352 PM 0 0 75 75 33 0 55 88 163 59 877 99 1,035 65 699 31 795 1,830 1,993 SAT 0 0 102 102 21 0 36 57 159 35 555 139 729 89 654 36 779 1,508 1,667 55th % AM 0 0 21 21 14 0 40 54 75 8 227 26 261 17 386 7 410 671 746 55th % PM 0 0 41 41 18 0 31 49 90 32 482 54 568 36 384 17 437 1,005 1,095 55th % Sat 0 0 56 56 12 0 20 32 88 19 305 76 400 49 360 20 429 829 917 REVIEW INFORMATION COUNTS USED:Quality Counts extrapolated to 2031 COUNT DATE(S): DATA REVIEWED: 12/26/2024 REVIEWED BY:MFM 9/17/2024 START TIME State Of Illinois Department of Transportation Bureau of Traffic SUMMARY OF TRAFFIC SURVEY TOTAL NORTH AND SOUTH TOTAL EAST AND WEST GRAND TOTAL TOTAL TOTAL TOTAL TOTAL INTERSECTION:US Route 34 & Tuma Road/Costco Dwy 4 Yorkville COUNTY:Kendall NB AM 25 0 71 96 351 60%0%60%28 53 NB PM 33 0 55 88 350 40%0%40%33 66 NB SAT 21 0 36 57 327 40%0%40%22 43 NB 55th AM 14 0 40 54 193 60%0%60%16 29 NB 55th PM 18 0 31 49 192 40%0%40%19 36 NB 55th Sat 12 0 20 32 180 40%0%40%12 24 REVIEW INFORMATION VOLUMES FACTOR %COUNTS USED:Quality Counts extrapolated to 2031 0-399 0%COUNT DATE(S):9/17/2024 400-499 5%DATE REVIEWED:12/26/2024 500-599 10%REVIEWED BY:MFM 600-699 15% 700-799 20% 800-899 25% 900-999 30% 1000-1099 35% 1100-1199 40% 1200-1299 45% 1300-1399 50% 1400-1499 55% DIR 2 MUNCIPALITY: RIGHT TURN FACTORIZATION SHEET MAINLINE CONGESTION FACTORS MINOR STREET STREET NAME CONFIG. #ADJUSTED RIGHT TURNS ADJUSTED MINOR STREET VOLUME PEAK HOUR LEFT THROUGH RIGHT APP. TOTAL CRIT. MAINLINE LANE # Tuma Road/Costco Dwy 4 1 CRITICAL MAINLINE APPROACH VOLUME PER LANE BASE RIGHT TURN REDUCTION % MAINLINE CONGESTION FACTOR % ADJUSTED RIGHT TURN REDUCTION % 1 2 3 4 5 PH LEFT THROUGH RIGHT TOTAL (A)0.7A 0.35A 3T T/3 (T+L)(T+R)3R 3L T/2 T/4 L=T=R (+/-) AM 25 0 71 96 67 34 0 0 25 71 213 75 0 0 NO PM 33 0 55 88 62 31 0 0 33 55 165 99 0 0 NO SAT 21 0 36 57 40 20 0 0 21 36 108 63 0 0 NO 55th AM 14 0 40 54 38 19 0 0 14 40 120 42 0 0 NO 55th PM 18 0 31 49 34 17 0 0 18 31 93 54 0 0 NO 55th Sat 12 0 20 32 22 11 0 0 12 20 60 36 0 0 NO CONFIG 1 CONFIG 2 CONFIG 3 CONFIG 4 CONFIG 5 AM 60%60%75%65%75% PM 40%60%75%65%75% SAT 40%60%75%65%75% 55th AM 60%60%75%65%75% 55th PM 40%60%75%65%75% 55th Sat 40%60%75%65%75% LANE CONFIGURATIONS Any configuration with an exclusive right turn lane (usually up to 600 ft. long) RIGHT TURN FACTORIZATION SHEET (CONT.) BASE REDUCTION PH District #1 SRA:513 YES NO INTERSECTION:US Route 34 & Tuma Road/Costco Dwy 4 MUNCIPALITY:Yorkville COUNTY:Kendall Speed Limit of Major Route 45 Isolated Community with Population< 10,000 No Number of Lanes of Major Approach 2 Number of Lanes of Minor Approach 1 MAJOR ADJ. MINOR STREET STREET VOLUME VOLUME A B HOUR (both (higher volume BEGIN approaches)approaches)100%100%80% of A 80% of B YES NO N/A AM 1,218 53 Warrant 1 is met if any of the following Conditions are met: PM 1,830 66 •CONDITION A YES NO N/A Minmum Vehicular Volume SAT 1,508 43 •CONDITION B YES NO N/A Interruption of Continuous Traffic 55th % AM 671 29 •CONDITION A/B YES NO N/A 55th % PM 1,005 36 Combination of Warranrts 55th % SAT 829 24 WARRANT 2 YES NO N/A Four Hour Volume WARRANT 3 YES NO N/A Peak Hour Volume Met:No No No No Volume Requirements: MAJOR:600 900 480 630 WARRANT 4 YES NO N/A MINOR:150 125 120 80 Pedestrian Volume WARRANT 5 YES NO N/A School Crossing REVIEW INFORMATION WARRANT 6 YES NO N/A COUNTS USED:Quality Counts extrapolated to 2031 Coordinated Signal System COUNT DATE(S):9/17/2024 DATE REVIEWED:12/26/2024 WARRANT 7 YES NO N/A REVIEWED BY:MFM Accidents Experience WARRANT 8 YES NO N/A Comments Roadway Network WARRANT 9 YES NO N/A Intersection Near a Grade Crossing SIGNAL WARRANT REVIEW SHEET Check any hours which meet the following Warrants WARRANT 1 A/B: 8 hrs of both WARRANT 1 WARRANT 1 APPENDIX E CAPACITY ANALYSIS WORKSHEETS 2024 EXISTING Costco Wholesale, Yorkville, IL 2024 Existing Traffic Volumes 5: Veterans Pkwy (US 34) & Countryside Pkwy Timing Plan: Weekday AM Peak 10/21/2024 Synchro 11 Report V3 Companies Page 1 Lane Group SBL SBR NEL NET SWT SWR Lane Configurations 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 Flt 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)21.2 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 Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+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 Cl+Ex Cl+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 Costco Wholesale, Yorkville, IL 2024 Existing Traffic Volumes 5: Veterans Pkwy (US 34) & Countryside Pkwy Timing Plan: Weekday AM Peak 10/21/2024 Synchro 11 Report V3 Companies Page 2 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 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 v/c 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 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) 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 v/c Ratio 0.29 0.01 0.02 0.28 0.18 0.06 Intersection Summary Costco Wholesale, Yorkville, IL 2024 Existing Traffic Volumes 5: Veterans Pkwy (US 34) & Countryside Pkwy Timing Plan: Weekday AM Peak 10/21/2024 Synchro 11 Report V3 Companies Page 3 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 v/c Ratio: 0.29 Intersection Signal Delay: 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 Costco Wholesale, Yorkville, IL 2024 Existing Traffic Volumes 7: McHugh Rd & Veterans Pkwy (US 34)Timing Plan: Weekday AM Peak 10/21/2024 Synchro 11 Report V3 Companies Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 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 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot)1805 3452 0 1671 3404 0 1456 1810 1583 1805 1683 0 Flt 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 Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+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 Cl+Ex Cl+Ex Cl+Ex Cl+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 Costco Wholesale, Yorkville, IL 2024 Existing Traffic Volumes 7: McHugh Rd & Veterans Pkwy (US 34)Timing Plan: Weekday AM Peak 10/21/2024 Synchro 11 Report V3 Companies Page 5 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 15.5 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 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 (#/hr)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 g/C Ratio 0.63 0.55 0.65 0.59 0.27 0.23 0.35 0.25 0.20 v/c 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 Ped 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 Ped 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 Skip 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 Costco Wholesale, Yorkville, IL 2024 Existing Traffic Volumes 7: McHugh Rd & Veterans Pkwy (US 34)Timing Plan: Weekday AM Peak 10/21/2024 Synchro 11 Report V3 Companies Page 6 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 Splits and Phases: 7: McHugh Rd & Veterans Pkwy (US 34) Costco Wholesale, Yorkville, IL 2024 Existing Traffic Volumes 1: McHugh Rd & Countryside Pkwy Timing Plan: Weekday AM Peak 10/21/2024 Synchro 11 Report V3 Companies Page 1 Intersection Intersection Delay, s/veh 9 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 51 36 12 12 59 23 12 60 11 3 52 32 Future Vol, veh/h 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 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 9.1 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, Y/N Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Cap 592 658 591 647 673 591 645 672 499 671 Service Time 3.788 3.18 3.805 3.268 3.052 3.798 3.295 3.069 4.918 3.08 HCM Lane V/C 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 0.1 0.5 0.4 0.2 0.2 0.1 0.3 0.3 0 0.6 Costco Wholesale, Yorkville, IL 2024 Existing Traffic Volumes 2: Countryside Pkwy & Crimson Ln Timing Plan: Weekday AM Peak 10/21/2024 Synchro 11 Report V3 Companies Page 1 Intersection Int Delay, s/veh 1.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 9 55 89 5 8 6 Future Vol, veh/h 9 55 89 5 8 6 Conflicting Peds, #/hr 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 Major1 Major2 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 Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h)1287 - - - 736 973 HCM Lane V/C 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 Costco Wholesale, Yorkville, IL 2024 Existing Traffic Volumes 6: Veterans Pkwy (US 34) & Tuma Rd Timing Plan: Weekday AM Peak 10/21/2024 Synchro 11 Report V3 Companies Page 2 Intersection Int Delay, s/veh 1.3 Movement NWL NWR NET NER SWL SWT Lane Configurations Traffic Vol, veh/h 23 66 669 11 14 406 Future Vol, veh/h 23 66 669 11 14 406 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, % 4 2 2 9 7 7 Mvmt Flow 25 72 727 12 15 441 Major/Minor Minor1 Major1 Major2 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 - - - - - Critical Hdwy Stg 2 5.88 - - - - - Follow-up Hdwy 3.54 3.32 - - 2.27 - Pot Cap-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 Lane/Major Mvmt NET NERNWLn1 SWL SWT Capacity (veh/h)- - 441 831 - HCM Lane V/C 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 - Costco Wholesale, Yorkville, IL 2024 Existing Traffic Volumes 5: Veterans Pkwy (US 34) & Countryside Pkwy Timing Plan: Weekday PM Peak 10/21/2024 Synchro 11 Report V3 Companies Page 1 Lane Group SBL SBR NEL NET SWT SWR Lane Configurations 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. Flow (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 Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+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 Cl+Ex Cl+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 Costco Wholesale, Yorkville, IL 2024 Existing Traffic Volumes 5: Veterans Pkwy (US 34) & Countryside Pkwy Timing Plan: Weekday PM Peak 10/21/2024 Synchro 11 Report V3 Companies Page 2 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 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 96.5 94.0 88.3 110.7 Actuated g/C Ratio 0.12 0.12 0.80 0.78 0.74 0.92 v/c 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 0.0 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) 200 180 250 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 0 0 0 0 Reduced v/c Ratio 0.38 0.07 0.04 0.26 0.36 0.06 Intersection Summary Costco Wholesale, Yorkville, IL 2024 Existing Traffic Volumes 5: Veterans Pkwy (US 34) & Countryside Pkwy Timing Plan: Weekday PM Peak 10/21/2024 Synchro 11 Report V3 Companies Page 3 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 v/c Ratio: 0.38 Intersection Signal Delay: 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 Costco Wholesale, Yorkville, IL 2024 Existing Traffic Volumes 7: McHugh Rd & Veterans Pkwy (US 34)Timing Plan: Weekday PM Peak 10/21/2024 Synchro 11 Report V3 Companies Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 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 Flt 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 0.343 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 Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+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 Cl+Ex Cl+Ex Cl+Ex Cl+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 Costco Wholesale, Yorkville, IL 2024 Existing Traffic Volumes 7: McHugh Rd & Veterans Pkwy (US 34)Timing Plan: Weekday PM Peak 10/21/2024 Synchro 11 Report V3 Companies Page 5 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)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 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 60.7 76.2 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 v/c 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 0.0 0.0 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 v/c Ratio 0.08 0.35 0.26 0.37 0.17 0.14 0.11 0.05 0.43 Intersection Summary Costco Wholesale, Yorkville, IL 2024 Existing Traffic Volumes 7: McHugh Rd & Veterans Pkwy (US 34)Timing Plan: Weekday PM Peak 10/21/2024 Synchro 11 Report V3 Companies Page 6 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 v/c Ratio: 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) Costco Wholesale, Yorkville, IL 2024 Existing Traffic Volumes 1: McHugh Rd & Countryside Pkwy Timing Plan: Weekday PM Peak 10/21/2024 Synchro 11 Report V3 Companies Page 1 Intersection Intersection Delay, s/veh 9.6 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 70 69 57 33 96 38 29 83 5 6 80 39 Future Vol, veh/h 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 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 9.4 9.3 9.9 10.1 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, Y/N 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 V/C 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 10.1 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 Costco Wholesale, Yorkville, IL 2024 Existing Traffic Volumes 2: Countryside Pkwy & Crimson Ln Timing Plan: Weekday PM Peak 10/21/2024 Synchro 11 Report V3 Companies Page 1 Intersection Int Delay, s/veh 1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 7 79 96 4 8 9 Future Vol, veh/h 7 79 96 4 8 9 Conflicting Peds, #/hr 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 Major1 Major2 Minor2 Conflicting Flow All 122 0 - 0 186 61 Stage 1 - - - - 120 - Stage 2 - - - - 66 - 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 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 SB HCM Control Delay, s 0.6 0 9.1 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h)1478 - - - 786 998 HCM Lane V/C 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 %tile Q(veh) 0 - - - 0 0 Costco Wholesale, Yorkville, IL 2024 Existing Traffic Volumes 6: Veterans Pkwy (US 34) & Tuma Rd Timing Plan: Weekday PM Peak 10/21/2024 Synchro 11 Report V3 Companies Page 2 Intersection Int Delay, s/veh 1.5 Movement NWL NWR NET NER SWL SWT Lane Configurations Traffic Vol, veh/h 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 Major/Minor Minor1 Major1 Major2 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 3.3 - - 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 - - - - - Approach 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 0.068 - HCM Control Delay (s) - - 24.1 9.4 - HCM Lane LOS - - C A - HCM 95th %tile Q(veh) - - 1.4 0.2 - Costco Wholesale, Yorkville, IL 2024 Existing Traffic Volumes 5: Veterans Pkwy (US 34) & Countryside Pkwy Timing Plan: Saturday MD Peak 10/21/2024 Synchro 11 Report V3 Companies Page 1 Lane Group SBL SBR NEL NET SWT SWR Lane Configurations 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 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 Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+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 Cl+Ex Cl+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 Costco Wholesale, Yorkville, IL 2024 Existing Traffic Volumes 5: Veterans Pkwy (US 34) & Countryside Pkwy Timing Plan: Saturday MD Peak 10/21/2024 Synchro 11 Report V3 Companies Page 2 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 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 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 76.5 74.0 70.2 93.8 Actuated g/C Ratio 0.14 0.14 0.76 0.74 0.70 0.94 v/c Ratio 0.31 0.05 0.03 0.25 0.23 0.06 Control Delay 42.4 19.4 0.9 1.4 6.1 0.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 42.4 19.4 0.9 1.4 6.1 0.4 LOS D B A A A A Approach Delay 39.3 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) 45 0 1 15 51 0 Queue Length 95th (ft) 90 16 m2 25 101 5 Internal Link Dist (ft) 1162 691 759 Turn Bay Length (ft) 200 180 250 Base Capacity (vph) 250 236 688 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 v/c Ratio 0.31 0.05 0.03 0.25 0.23 0.06 Intersection Summary Costco Wholesale, Yorkville, IL 2024 Existing Traffic Volumes 5: Veterans Pkwy (US 34) & Countryside Pkwy Timing Plan: Saturday MD Peak 10/21/2024 Synchro 11 Report V3 Companies Page 3 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 v/c 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 Costco Wholesale, Yorkville, IL 2024 Existing Traffic Volumes 7: McHugh Rd & Veterans Pkwy (US 34)Timing Plan: Saturday MD Peak 10/21/2024 Synchro 11 Report V3 Companies Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 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 Flt Permitted 0.461 0.328 0.646 0.735 Satd. 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 (%)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 Flow (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 Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+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 Cl+Ex Cl+Ex Cl+Ex Cl+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 Costco Wholesale, Yorkville, IL 2024 Existing Traffic Volumes 7: McHugh Rd & Veterans Pkwy (US 34)Timing Plan: Saturday MD Peak 10/21/2024 Synchro 11 Report V3 Companies Page 5 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 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 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)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 8.1 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)812 993 776 647 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 Intersection Summary Costco Wholesale, Yorkville, IL 2024 Existing Traffic Volumes 7: McHugh Rd & Veterans Pkwy (US 34)Timing Plan: Saturday MD Peak 10/21/2024 Synchro 11 Report V3 Companies Page 6 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 v/c 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) Costco Wholesale, Yorkville, IL 2024 Existing Traffic Volumes 1: McHugh Rd & Countryside Pkwy Timing Plan: Saturday MD Peak 10/21/2024 Synchro 11 Report V3 Companies Page 1 Intersection Intersection Delay, s/veh 8.9 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 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 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% 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, Y/N Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Cap 582 631 601 656 719 595 648 679 574 648 Service Time 3.892 3.415 3.696 3.193 2.712 3.749 3.263 3.009 3.978 3.266 HCM Lane V/C 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 Costco Wholesale, Yorkville, IL 2024 Existing Traffic Volumes 2: Countryside Pkwy & Crimson Ln Timing Plan: Saturday MD Peak 10/21/2024 Synchro 11 Report V3 Companies Page 1 Intersection Int Delay, s/veh 0 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 1 84 102 0 0 0 Future Vol, veh/h 1 84 102 0 0 0 Conflicting Peds, #/hr 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 Major1 Major2 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 - - - - 5.8 - 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 Cap-2 Maneuver - - - - 806 - Stage 1 - - - - 897 - Stage 2 - - - - 970 - 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 (veh/h)1480 - - - - - HCM Lane V/C Ratio 0.001 - - - - - HCM Control Delay (s) 7.4 - - - 0 0 HCM Lane LOS A - - - A A HCM 95th %tile Q(veh) 0 - - - - - Costco Wholesale, Yorkville, IL 2024 Existing Traffic Volumes 6: Veterans Pkwy (US 34) & Tuma Rd Timing Plan: Saturday MD Peak 10/21/2024 Synchro 11 Report V3 Companies Page 2 Intersection Int Delay, s/veh 0.9 Movement NWL NWR NET NER SWL SWT Lane Configurations Traffic Vol, veh/h 20 34 619 34 33 536 Future Vol, veh/h 20 34 619 34 33 536 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 93 93 93 93 93 93 Heavy Vehicles, % 5 0 1 0 0 1 Mvmt Flow 22 37 666 37 35 576 Major/Minor Minor1 Major1 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 Lane/Major Mvmt NET NERNWLn1 SWL SWT Capacity (veh/h)- - 367 904 - HCM Lane V/C Ratio - - 0.158 0.039 - HCM Control Delay (s) - - 16.6 9.1 - HCM Lane LOS - - C A - HCM 95th %tile Q(veh) - - 0.6 0.1 - APPENDIX F CAPACITY ANALYSIS WORKSHEETS 2031 BACKGROUND Costco Wholesale, Yorkville, IL 2031 Background Traffic Volumes 5: Veterans Pkwy (US 34) & Countryside Pkwy Timing Plan: Weekday AM Peak 12/26/2024 Synchro 11 Report V3 Companies Page 1 Lane Group SBL SBR NEL NET SWT SWR Lane Configurations 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 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)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 Size(ft)20 20 20 6 6 20 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+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 Cl+Ex Cl+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 Costco Wholesale, Yorkville, IL 2031 Background Traffic Volumes 5: Veterans Pkwy (US 34) & Countryside Pkwy Timing Plan: Weekday AM Peak 12/26/2024 Synchro 11 Report V3 Companies Page 2 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 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 v/c 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 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 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 Internal 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 Summary Costco Wholesale, Yorkville, IL 2031 Background Traffic Volumes 5: Veterans Pkwy (US 34) & Countryside Pkwy Timing Plan: Weekday AM Peak 12/26/2024 Synchro 11 Report V3 Companies Page 3 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 v/c 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 95th percentile queue is metered by upstream signal. Splits and Phases: 5: Veterans Pkwy (US 34) & Countryside Pkwy Costco Wholesale, Yorkville, IL 2031 Background Traffic Volumes 7: McHugh Rd & Veterans Pkwy (US 34)Timing Plan: Weekday AM Peak 12/26/2024 Synchro 11 Report V3 Companies Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 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 (%)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 Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+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 Cl+Ex Cl+Ex Cl+Ex Cl+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 Costco Wholesale, Yorkville, IL 2031 Background Traffic Volumes 7: McHugh Rd & Veterans Pkwy (US 34)Timing Plan: Weekday AM Peak 12/26/2024 Synchro 11 Report V3 Companies Page 5 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 15.5 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 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 (#/hr)0 0 0 0 Act Effct Green (s)69.2 60.3 71.4 62.9 29.2 25.0 38.3 27.4 22.4 Actuated g/C Ratio 0.63 0.55 0.65 0.57 0.27 0.23 0.35 0.25 0.20 v/c 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)6.4 60.3 7.2 61.1 0.0 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 Intersection Summary Costco Wholesale, Yorkville, IL 2031 Background Traffic Volumes 7: McHugh Rd & Veterans Pkwy (US 34)Timing Plan: Weekday AM Peak 12/26/2024 Synchro 11 Report V3 Companies Page 6 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: B Intersection Capacity Utilization 43.5%ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 7: McHugh Rd & Veterans Pkwy (US 34) Costco Wholesale, Yorkville, IL 2031 Background Traffic Volumes 1: McHugh Rd & Countryside Pkwy Timing Plan: Weekday AM Peak 12/26/2024 Synchro 11 Report V3 Companies Page 1 Intersection Intersection Delay, s/veh 9.2 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 55 39 13 13 63 25 13 64 12 3 56 34 Future Vol, veh/h 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 Vehicles, %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 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 9.2 8.9 9.4 9.5 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 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 V/C 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 8.5 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 0.2 0.2 0.1 0.3 0.3 0 0.7 Costco Wholesale, Yorkville, IL 2031 Background Traffic Volumes 2: Countryside Pkwy & Crimson Ln Timing Plan: Weekday AM Peak 12/26/2024 Synchro 11 Report V3 Companies Page 1 Intersection Int Delay, s/veh 1.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 9 59 95 5 8 6 Future Vol, veh/h 9 59 95 5 8 6 Conflicting Peds, #/hr 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 Major1 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 Cap-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 (veh/h)1275 - - - 723 966 HCM Lane V/C Ratio 0.012 - - - 0.018 0.01 HCM Control Delay (s) 7.9 - - - 10.1 8.8 HCM Lane LOS A - - - B A HCM 95th %tile Q(veh) 0 - - - 0.1 0 Costco Wholesale, Yorkville, IL 2031 Background Traffic Volumes 6: Veterans Pkwy (US 34) & Tuma Rd Timing Plan: Weekday AM Peak 12/26/2024 Synchro 11 Report V3 Companies Page 2 Intersection Int Delay, s/veh 1.4 Movement NWL NWR NET NER SWL SWT Lane Configurations Traffic Vol, veh/h 25 71 716 12 15 434 Future Vol, veh/h 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 - 0 - - 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 Minor1 Major1 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 - - - - - Follow-up Hdwy 3.54 3.32 - - 2.27 - Pot Cap-1 Maneuver 218 603 - - 793 - Stage 1 405 - - - - - Stage 2 747 - - - - - Platoon blocked, %- -- 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 (veh/h)- - 409 793 - HCM Lane V/C 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 - Costco Wholesale, Yorkville, IL 2031 Background Traffic Volumes 5: Veterans Pkwy (US 34) & Countryside Pkwy Timing Plan: Weekday PM Peak 12/26/2024 Synchro 11 Report V3 Companies Page 1 Lane Group SBL SBR NEL NET SWT SWR Lane Configurations 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 Flt 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 Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+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 Cl+Ex Cl+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 Costco Wholesale, Yorkville, IL 2031 Background Traffic Volumes 5: Veterans Pkwy (US 34) & Countryside Pkwy Timing Plan: Weekday PM Peak 12/26/2024 Synchro 11 Report V3 Companies Page 2 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 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 96.5 94.0 88.3 110.7 Actuated g/C Ratio 0.12 0.12 0.80 0.78 0.74 0.92 v/c 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 %ile 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 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) 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 v/c Ratio 0.40 0.07 0.05 0.28 0.38 0.06 Intersection Summary Costco Wholesale, Yorkville, IL 2031 Background Traffic Volumes 5: Veterans Pkwy (US 34) & Countryside Pkwy Timing Plan: Weekday PM Peak 12/26/2024 Synchro 11 Report V3 Companies Page 3 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 v/c Ratio: 0.40 Intersection Signal Delay: 6.5 Intersection LOS: A Intersection Capacity Utilization 40.7%ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 5: Veterans Pkwy (US 34) & Countryside Pkwy Costco Wholesale, Yorkville, IL 2031 Background Traffic Volumes 7: McHugh Rd & Veterans Pkwy (US 34)Timing Plan: Weekday PM Peak 12/26/2024 Synchro 11 Report V3 Companies Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)50 602 29 159 719 10 61 65 87 19 105 58 Future Volume (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 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 Flt 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 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)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 Detector 1 Size(ft)20 6 20 6 20 6 20 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+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 Cl+Ex Cl+Ex Cl+Ex Cl+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 Costco Wholesale, Yorkville, IL 2031 Background Traffic Volumes 7: McHugh Rd & Veterans Pkwy (US 34)Timing Plan: Weekday PM Peak 12/26/2024 Synchro 11 Report V3 Companies Page 5 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)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 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)69.7 60.4 76.3 65.5 36.3 29.6 45.6 31.7 23.7 Actuated g/C 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 23.4 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 63.1 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 Intersection Summary Costco Wholesale, Yorkville, IL 2031 Background Traffic Volumes 7: McHugh Rd & Veterans Pkwy (US 34)Timing Plan: Weekday PM Peak 12/26/2024 Synchro 11 Report V3 Companies Page 6 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 v/c Ratio: 0.47 Intersection Signal Delay: 19.9 Intersection LOS: B Intersection Capacity Utilization 56.3%ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 7: McHugh Rd & Veterans Pkwy (US 34) Costco Wholesale, Yorkville, IL 2031 Background Traffic Volumes 1: McHugh Rd & Countryside Pkwy Timing Plan: Weekday PM Peak 12/26/2024 Synchro 11 Report V3 Companies Page 1 Intersection Intersection Delay, s/veh 9.9 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 75 74 61 35 103 41 31 89 5 6 86 42 Future Vol, veh/h 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 NBLn2 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% 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, Y/N 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 V/C Ratio 0.065 0.18 0.151 0.092 0.146 0.071 0.13 0.134 0.013 0.236 HCM Control Delay 9.8 10.2 10.4 9.3 9.1 9.8 9.7 9.3 9.4 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 Costco Wholesale, Yorkville, IL 2031 Background Traffic Volumes 2: Countryside Pkwy & Crimson Ln Timing Plan: Weekday PM Peak 12/26/2024 Synchro 11 Report V3 Companies Page 1 Intersection Int Delay, s/veh 1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 7 85 103 4 8 9 Future Vol, veh/h 7 85 103 4 8 9 Conflicting Peds, #/hr 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 Major1 Major2 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 Stg 2 - - - - 5.8 - Follow-up Hdwy 2.2 - - - 3.5 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 SBLn1 SBLn2 Capacity (veh/h)1467 - - - 772 991 HCM Lane V/C 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 Costco Wholesale, Yorkville, IL 2031 Background Traffic Volumes 6: Veterans Pkwy (US 34) & Tuma Rd Timing Plan: Weekday PM Peak 12/26/2024 Synchro 11 Report V3 Companies Page 2 Intersection Int Delay, s/veh 1.8 Movement NWL NWR NET NER SWL SWT Lane Configurations Traffic Vol, veh/h 33 55 716 31 59 903 Future Vol, veh/h 33 55 716 31 59 903 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 36 60 778 34 64 982 Major/Minor Minor1 Major1 Major2 Conflicting 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 (veh/h)- - 241 823 - HCM Lane V/C Ratio - - 0.397 0.078 - HCM Control Delay (s) - - 29.4 9.7 - HCM Lane LOS - - D A - HCM 95th %tile Q(veh) - - 1.8 0.3 - Costco Wholesale, Yorkville, IL 2031 Background Traffic Volumes 5: Veterans Pkwy (US 34) & Countryside Pkwy Timing Plan: Saturday MD Peak 12/26/2024 Synchro 11 Report V3 Companies Page 1 Lane Group SBL SBR NEL NET SWT SWR Lane Configurations 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 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 Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+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 Cl+Ex Cl+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 Costco Wholesale, Yorkville, IL 2031 Background Traffic Volumes 5: Veterans Pkwy (US 34) & Countryside Pkwy Timing Plan: Saturday MD Peak 12/26/2024 Synchro 11 Report V3 Companies Page 2 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 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 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 76.5 74.0 70.2 93.8 Actuated g/C Ratio 0.14 0.14 0.76 0.74 0.70 0.94 v/c 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 1.4 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 v/c Ratio 0.33 0.05 0.03 0.27 0.25 0.07 Intersection Summary Costco Wholesale, Yorkville, IL 2031 Background Traffic Volumes 5: Veterans Pkwy (US 34) & Countryside Pkwy Timing Plan: Saturday MD Peak 12/26/2024 Synchro 11 Report V3 Companies Page 3 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 v/c 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 Pkwy Costco Wholesale, Yorkville, IL 2031 Background Traffic Volumes 7: McHugh Rd & Veterans Pkwy (US 34)Timing Plan: Saturday MD Peak 12/26/2024 Synchro 11 Report V3 Companies Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)65 612 20 106 486 10 39 35 65 19 56 55 Future Volume (vph)65 612 20 106 486 10 39 35 65 19 56 55 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 Flt Permitted 0.438 0.302 0.639 0.734 Satd. Flow (perm)816 3592 0 574 3564 0 1214 1900 1568 1395 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 (%)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)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 Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+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 Cl+Ex Cl+Ex Cl+Ex Cl+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 Costco Wholesale, Yorkville, IL 2031 Background Traffic Volumes 7: McHugh Rd & Veterans Pkwy (US 34)Timing Plan: Saturday MD Peak 12/26/2024 Synchro 11 Report V3 Companies Page 5 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 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 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)51.9 42.2 54.7 45.1 35.6 29.8 44.1 33.8 27.2 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 0.14 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 Total 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 10th %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 v/c Ratio 0.11 0.43 0.21 0.32 0.08 0.06 0.08 0.04 0.23 Intersection Summary Costco Wholesale, Yorkville, IL 2031 Background Traffic Volumes 7: McHugh Rd & Veterans Pkwy (US 34)Timing Plan: Saturday MD Peak 12/26/2024 Synchro 11 Report V3 Companies Page 6 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 v/c 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 Splits and Phases: 7: McHugh Rd & Veterans Pkwy (US 34) Costco Wholesale, Yorkville, IL 2031 Background Traffic Volumes 1: McHugh Rd & Countryside Pkwy Timing Plan: Saturday MD Peak 12/26/2024 Synchro 11 Report V3 Companies Page 1 Intersection Intersection Delay, s/veh 9.1 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 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% 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, Y/N 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 V/C 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 Q 0.2 0.4 0.4 0.3 0.4 0.2 0.4 0.3 0.1 0.4 Costco Wholesale, Yorkville, IL 2031 Background Traffic Volumes 2: Countryside Pkwy & Crimson Ln Timing Plan: Saturday MD Peak 12/26/2024 Synchro 11 Report V3 Companies Page 1 Intersection Int Delay, s/veh 0 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 1 90 109 0 0 0 Future Vol, veh/h 1 90 109 0 0 0 Conflicting Peds, #/hr 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 1 106 128 0 0 0 Major/Minor Major1 Major2 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 (veh/h)1470 - - - - - HCM Lane V/C Ratio 0.001 - - - - - HCM Control Delay (s) 7.5 - - - 0 0 HCM Lane LOS A - - - A A HCM 95th %tile Q(veh) 0 - - - - - Costco Wholesale, Yorkville, IL 2031 Background Traffic Volumes 6: Veterans Pkwy (US 34) & Tuma Rd Timing Plan: Saturday MD Peak 12/26/2024 Synchro 11 Report V3 Companies Page 2 Intersection Int Delay, s/veh 1 Movement NWL NWR NET NER SWL SWT Lane Configurations Traffic Vol, veh/h 21 36 662 36 35 574 Future Vol, veh/h 21 36 662 36 35 574 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 93 93 93 93 93 93 Heavy Vehicles, % 5 0 1 0 0 1 Mvmt Flow 23 39 712 39 38 617 Major/Minor Minor1 Major1 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 (veh/h)- - 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 - APPENDIX G CAPACITY ANALYSIS WORKSHEETS 2031 FUTURE WITH PROJECT Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 5: Veterans Pkwy (US 34) & Countryside Pkwy Timing Plan: Weekday AM Peak 11/12/2024 Synchro 11 Report V3 Companies Page 1 Lane Group SEL SER NEL NET SWT SWR Lane Configurations 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 Flt 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 Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+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 Cl+Ex Cl+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 Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 5: Veterans Pkwy (US 34) & Countryside Pkwy Timing Plan: Weekday AM Peak 11/12/2024 Synchro 11 Report V3 Companies Page 2 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 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 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 v/c 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 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) 82 0 1 44 43 0 Queue Length 95th (ft) 144 15 m4 49 85 5 Internal Link Dist (ft) 208 691 759 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 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.55 0.04 0.02 0.30 0.20 0.07 Intersection Summary Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 5: Veterans Pkwy (US 34) & Countryside Pkwy Timing Plan: Weekday AM Peak 11/12/2024 Synchro 11 Report V3 Companies Page 3 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 v/c 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 Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 7: McHugh Rd & Veterans Pkwy (US 34)Timing Plan: Weekday AM Peak 11/12/2024 Synchro 11 Report V3 Companies Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 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 Satd. 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 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)76 698 22 77 408 29 20 54 131 30 52 67 Shared Lane Traffic (%) Lane Group Flow (vph) 76 720 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 Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+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 Cl+Ex Cl+Ex Cl+Ex Cl+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 Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 7: McHugh Rd & Veterans Pkwy (US 34)Timing Plan: Weekday AM Peak 11/12/2024 Synchro 11 Report V3 Companies Page 5 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 15.5 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 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 (#/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 g/C Ratio 0.64 0.55 0.64 0.57 0.25 0.18 0.30 0.26 0.20 v/c 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 7.4 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 7.4 12.2 30.8 42.3 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 Ped 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 60.4 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 %ile 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 v/c Ratio 0.10 0.38 0.14 0.23 0.06 0.16 0.19 0.08 0.32 Intersection Summary Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 7: McHugh Rd & Veterans Pkwy (US 34)Timing Plan: Weekday AM Peak 11/12/2024 Synchro 11 Report V3 Companies Page 6 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: 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) Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 1: McHugh Rd & Countryside Pkwy Timing Plan: Weekday AM Peak 11/12/2024 Synchro 11 Report V3 Companies Page 1 Intersection Intersection Delay, s/veh 9.5 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 55 51 17 13 75 29 18 64 12 7 56 34 Future Vol, veh/h 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 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 9.4 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, Y/N 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 V/C 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 0.8 Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 2: Costco Dwy 1/Crimson Ln & Countryside Pkwy Timing Plan: Weekday AM Peak 11/12/2024 Synchro 11 Report V3 Companies Page 1 Intersection Int Delay, s/veh 1.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 9 57 18 0 99 5 12 0 4 8 0 6 Future Vol, veh/h 9 57 18 0 99 5 12 0 4 8 0 6 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 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 Major/Minor Major1 Major2 Minor1 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 1 - - - - - - 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 Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h)705 996 1267 - - 1472 - - 683 961 HCM Lane V/C 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 LOS B A A - - A - - B A HCM 95th %tile Q(veh) 0.1 0 0 - - 0 - - 0.1 0 Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 3: Costco Dwy 2 & Countryside Pkwy Timing Plan: Weekday AM Peak 11/12/2024 Synchro 11 Report V3 Companies Page 2 Intersection Int Delay, s/veh 1.6 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 71 4 25 95 10 8 Future Vol, veh/h 71 4 25 95 10 8 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 77 4 27 103 11 9 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 81 0 185 41 Stage 1 - - - - 79 - Stage 2 - - - - 106 - 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 - - 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/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h)773 1021 - - 1515 - HCM Lane V/C 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 %tile Q(veh) 0 0 - - 0.1 - Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 4: Countryside Pkwy & Costco Dwy 3 Timing Plan: Weekday AM Peak 11/12/2024 Synchro 11 Report V3 Companies Page 3 Intersection Int Delay, s/veh 1.8 Movement EBL EBR SET SER NWL NWT Lane Configurations Traffic Vol, veh/h 0 52 79 0 0 119 Future Vol, veh/h 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 Minor1 Major1 Major2 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/Major Mvmt NWT EBLn1 SET SER Capacity (veh/h)- 1018 - - HCM Lane V/C Ratio - 0.056 - - HCM Control Delay (s) - 8.7 - - HCM Lane LOS - A - - HCM 95th %tile Q(veh) - 0.2 - - Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 6: Veterans Pkwy (US 34) & Tuma Rd/Costco Dwy 4 Timing Plan: Weekday AM Peak 11/12/2024 Synchro 11 Report V3 Companies Page 4 Intersection Int Delay, s/veh 1.8 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Traffic Vol, veh/h 0 0 38 25 0 71 31 701 12 15 412 47 Future Vol, veh/h 0 0 38 25 0 71 31 701 12 15 412 47 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 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 Minor1 Major1 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 - *323 380 - - - - - - - Stage 2 0 0 - *880 669 - - - - - - - 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 Lane/Major Mvmt NEL NET NERNWLn1 SELn1 SWL SWT SWR Capacity (veh/h)1277 - - 373 938 805 - - HCM Lane V/C 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 Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 8: McHugh Rd & Costco Dwy 5 Timing Plan: Weekday AM Peak 11/12/2024 Synchro 11 Report V3 Companies Page 5 Intersection Int Delay, s/veh 3.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 68 18 75 69 17 68 Future Vol, veh/h 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 Major/Minor Minor1 Major1 Major2 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 (veh/h)- - 779 978 1423 - HCM Lane V/C 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 - Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 9: McHugh Rd & Costco Dwy 6 Timing Plan: Weekday AM Peak 11/12/2024 Synchro 11 Report V3 Companies Page 6 Intersection Int Delay, s/veh 0 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 94 0 0 85 Future Vol, veh/h 0 0 94 0 0 85 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 - - 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 0 102 0 0 92 Major/Minor Minor1 Major1 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 - - - - - Critical Hdwy Stg 2 5.42 - - - - - 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 Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h)- - - - 1490 - HCM Lane V/C Ratio - - - - - - HCM Control Delay (s) - - 0 0 0 - HCM Lane LOS - - A A A - HCM 95th %tile Q(veh) - - - - 0 - Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 5: Veterans Pkwy (US 34) & Countryside Pkwy Timing Plan: Weekday PM Peak 11/12/2024 Synchro 11 Report V3 Companies Page 1 Lane Group SEL SER NEL NET SWT SWR Lane Configurations 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 Flt 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 0.94 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 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 Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+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 Cl+Ex Cl+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 Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 5: Veterans Pkwy (US 34) & Countryside Pkwy Timing Plan: Weekday PM Peak 11/12/2024 Synchro 11 Report V3 Companies Page 2 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 13.0 100.0 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 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 96.5 94.0 88.3 110.7 Actuated g/C Ratio 0.12 0.12 0.80 0.78 0.74 0.92 v/c Ratio 1.04 0.11 0.06 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 84.2 14.0 90th %ile 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 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) ~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 v/c Ratio 1.04 0.11 0.06 0.28 0.41 0.10 Intersection Summary Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 5: Veterans Pkwy (US 34) & Countryside Pkwy Timing Plan: Weekday PM Peak 11/12/2024 Synchro 11 Report V3 Companies Page 3 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 v/c 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. Splits and Phases: 5: Veterans Pkwy (US 34) & Countryside Pkwy Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 7: McHugh Rd & Veterans Pkwy (US 34)Timing Plan: Weekday PM Peak 11/12/2024 Synchro 11 Report V3 Companies Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 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 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot)1805 3551 0 1787 3541 0 1770 1900 1568 1703 1744 0 Flt 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 Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+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 Cl+Ex Cl+Ex Cl+Ex Cl+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 Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 7: McHugh Rd & Veterans Pkwy (US 34)Timing Plan: Weekday PM Peak 11/12/2024 Synchro 11 Report V3 Companies Page 5 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)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 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)71.3 60.4 74.7 62.2 33.7 23.7 39.7 33.7 23.7 Actuated g/C Ratio 0.59 0.50 0.62 0.52 0.28 0.20 0.33 0.28 0.20 v/c 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) 10.4 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 10.0 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 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.20 0.38 0.28 0.45 0.21 0.22 0.13 0.15 0.65 Intersection Summary Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 7: McHugh Rd & Veterans Pkwy (US 34)Timing Plan: Weekday PM Peak 11/12/2024 Synchro 11 Report V3 Companies Page 6 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 v/c 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) Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 1: McHugh Rd & Countryside Pkwy Timing Plan: Weekday PM Peak 11/12/2024 Synchro 11 Report V3 Companies Page 1 Intersection Intersection Delay, s/veh 10.5 Intersection LOS B Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 75 111 73 35 140 53 43 89 5 18 86 42 Future Vol, veh/h 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 Conflicting 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 NBLn2 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 0 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 5.939 7.016 6.284 Convergence, Y/N 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 V/C 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 Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 2: Costco Dwy 1/Crimson Ln & Countryside Pkwy Timing Plan: Weekday PM Peak 11/12/2024 Synchro 11 Report V3 Companies Page 1 Intersection Int Delay, s/veh 2.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 7 87 47 0 115 4 37 0 12 8 0 9 Future Vol, veh/h 7 87 47 0 115 4 37 0 12 8 0 9 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 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 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 145 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 - - Follow-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 Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h)706 965 1450 - - 1420 - - 716 981 HCM Lane V/C 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 %tile Q(veh) 0.2 0 0 - - 0 - - 0 0 Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 3: Costco Dwy 2 & Countryside Pkwy Timing Plan: Weekday PM Peak 11/12/2024 Synchro 11 Report V3 Companies Page 2 Intersection Int Delay, s/veh 2.7 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 105 12 55 97 22 24 Future Vol, veh/h 105 12 55 97 22 24 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 114 13 60 105 24 26 Major/Minor Major1 Major2 Minor1 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/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h)645 987 - - 1457 - HCM Lane V/C 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 - Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 4: Countryside Pkwy & Costco Dwy 3 Timing Plan: Weekday PM Peak 11/12/2024 Synchro 11 Report V3 Companies Page 3 Intersection Int Delay, s/veh 2.6 Movement EBL EBR SET SER NWL NWT Lane Configurations Traffic Vol, veh/h 0 109 129 0 0 153 Future Vol, veh/h 0 109 129 0 0 153 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 0 118 140 0 0 166 Major/Minor Minor1 Major1 Major2 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 Lane/Major Mvmt NWT EBLn1 SET SER Capacity (veh/h)- 978 - - HCM Lane V/C Ratio - 0.121 - - HCM Control Delay (s) - 9.2 - - HCM Lane LOS - A - - HCM 95th %tile Q(veh) - 0.4 - - Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 6: Veterans Pkwy (US 34) & Tuma Rd/Costco Dwy 4 Timing Plan: Weekday PM Peak 11/12/2024 Synchro 11 Report V3 Companies Page 4 Intersection Int Delay, s/veh 3.5 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Traffic Vol, veh/h 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 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All - - 477 1524 2108 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 - - 4.1 - - Critical 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 0 - *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 V/C 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 Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 8: McHugh Rd & Costco Dwy 5 Timing Plan: Weekday PM Peak 11/12/2024 Synchro 11 Report V3 Companies Page 5 Intersection Int Delay, s/veh 3.4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 125 31 106 125 31 163 Future Vol, veh/h 125 31 106 125 31 163 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 136 34 115 136 34 177 Major/Minor Minor1 Major1 Major2 Conflicting Flow 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 - - - - - Approach WB NB SB HCM Control Delay, s 11.3 0 1.2 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h)- - 659 937 1314 - HCM Lane V/C 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 - Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 9: McHugh Rd & Costco Dwy 6 Timing Plan: Weekday PM Peak 11/12/2024 Synchro 11 Report V3 Companies Page 6 Intersection Int Delay, s/veh 0 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 137 0 0 194 Future Vol, veh/h 0 0 137 0 0 194 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 - - 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 Minor1 Major1 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 5.42 - - - - - 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 NBRWBLn1WBLn2 SBL SBT Capacity (veh/h)- - - - 1432 - HCM Lane V/C Ratio - - - - - - HCM Control Delay (s) - - 0 0 0 - HCM Lane LOS - - A A A - HCM 95th %tile Q(veh) - - - - 0 - Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 5: Veterans Pkwy (US 34) & Countryside Pkwy Timing Plan: Saturday MD Peak 11/12/2024 Synchro 11 Report V3 Companies Page 1 Lane Group SEL SER NEL NET SWT SWR Lane Configurations 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 Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+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 Cl+Ex Cl+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 Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 5: Veterans Pkwy (US 34) & Countryside Pkwy Timing Plan: Saturday MD Peak 11/12/2024 Synchro 11 Report V3 Companies Page 2 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 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 76.5 74.0 70.2 93.8 Actuated g/C Ratio 0.14 0.14 0.76 0.74 0.70 0.94 v/c 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 0.4 LOS F B A A A A Approach Delay 136.1 2.2 5.4 Approach LOS F 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) ~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 v/c Ratio 1.16 0.09 0.03 0.28 0.30 0.12 Intersection Summary Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 5: Veterans Pkwy (US 34) & Countryside Pkwy Timing Plan: Saturday MD Peak 11/12/2024 Synchro 11 Report V3 Companies Page 3 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 v/c 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 Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 7: McHugh Rd & Veterans Pkwy (US 34)Timing Plan: Saturday MD Peak 11/12/2024 Synchro 11 Report V3 Companies Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 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 Flt 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 0.96 Heavy Vehicles (%)2% 0% 0% 0% 1% 0% 0% 0% 3% 0% 0% 0% Adj. Flow (vph)140 670 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 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 Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+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 Cl+Ex Cl+Ex Cl+Ex Cl+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 Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 7: McHugh Rd & Veterans Pkwy (US 34)Timing Plan: Saturday MD Peak 11/12/2024 Synchro 11 Report V3 Companies Page 5 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 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 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)53.9 42.2 52.1 41.2 32.6 24.2 38.5 35.3 27.2 Actuated g/C Ratio 0.54 0.42 0.52 0.41 0.33 0.24 0.38 0.35 0.27 v/c 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) 10.3 41.3 9.2 40.2 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)9.2 42.2 8.3 41.3 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)812 993 776 369 Turn Bay Length (ft) 180 180 110 110 195 Base Capacity (vph) 546 1516 534 1460 479 459 770 518 522 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.26 0.46 0.21 0.41 0.09 0.12 0.09 0.14 0.40 Intersection Summary Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 7: McHugh Rd & Veterans Pkwy (US 34)Timing Plan: Saturday MD Peak 11/12/2024 Synchro 11 Report V3 Companies Page 6 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 v/c 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: McHugh Rd & Veterans Pkwy (US 34) Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 1: McHugh Rd & Countryside Pkwy Timing Plan: Saturday MD Peak 11/12/2024 Synchro 11 Report V3 Companies Page 1 Intersection Intersection Delay, s/veh 10 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 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 0 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 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 9.9 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% 46% 0% 30% Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop 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 0 115 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 6 Degree of Util (X)0.127 0.133 0.114 0.168 0.206 0.056 0.21 0.186 0.063 0.127 Departure Headway (Hd)6.885 6.408 6.524 6.019 5.58 6.568 6.08 5.806 6.988 6.278 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Cap 520 559 550 596 644 546 591 618 513 571 Service Time 4.626 4.149 4.26 3.755 3.316 4.304 3.816 3.542 4.731 4.02 HCM Lane V/C Ratio 0.127 0.134 0.115 0.169 0.207 0.055 0.212 0.188 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 B A HCM 95th-tile Q 0.4 0.5 0.4 0.6 0.8 0.2 0.8 0.7 0.2 0.4 Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 2: Costco Dwy 1/Crimson Ln & Countryside Pkwy Timing Plan: Saturday MD Peak 11/12/2024 Synchro 11 Report V3 Companies Page 1 Intersection Int Delay, s/veh 2.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 100 70 0 130 0 63 0 21 0 0 0 Future Vol, veh/h 1 100 70 0 130 0 63 0 21 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 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 Major1 Major2 Minor1 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 - - Follow-up Hdwy 2.2 - - 2.22 - - 3.52 4.02 3.32 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 Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h)699 940 1440 - - 1377 - - - - HCM Lane V/C 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 - - - - Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 3: Costco Dwy 2 & Countryside Pkwy Timing Plan: Saturday MD Peak 11/12/2024 Synchro 11 Report V3 Companies Page 2 Intersection Int Delay, s/veh 3.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 111 20 79 100 31 42 Future Vol, veh/h 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 Major/Minor Major1 Major2 Minor1 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 - Follow-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 Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h)576 975 - - 1437 - HCM Lane V/C 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 %tile Q(veh) 0.2 0.1 - - 0.2 - Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 4: Countryside Pkwy & Costco Dwy 3 Timing Plan: Saturday MD Peak 11/12/2024 Synchro 11 Report V3 Companies Page 3 Intersection Int Delay, s/veh 3 Movement EBL EBR SET SER NWL NWT Lane Configurations Traffic Vol, veh/h 0 153 153 0 0 180 Future Vol, veh/h 0 153 153 0 0 180 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 0 166 166 0 0 196 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 83 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 Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB SE NW HCM Control Delay, s 9.5 0 0 HCM LOS A Minor Lane/Major Mvmt NWT EBLn1 SET SER Capacity (veh/h)- 960 - - HCM Lane V/C Ratio - 0.173 - - HCM Control Delay (s) - 9.5 - - HCM Lane LOS - A - - HCM 95th %tile Q(veh) - 0.6 - - Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 6: Veterans Pkwy (US 34) & Tuma Rd/Costco Dwy 4 Timing Plan: Saturday MD Peak 11/12/2024 Synchro 11 Report V3 Companies Page 4 Intersection Int Delay, s/veh 2.2 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Traffic Vol, veh/h 0 0 102 21 0 36 89 654 36 35 555 139 Future Vol, veh/h 0 0 102 21 0 36 89 654 36 35 555 139 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 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 0 111 23 0 39 97 703 39 38 597 151 Major/Minor Minor2 Minor1 Major1 Major2 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 3.3 2.22 - - 2.2 - - Pot Cap-1 Maneuver 0 0 *863 *135 91 632 1117 - - 874 - - Stage 1 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 NERNWLn1 SELn1 SWL SWT SWR Capacity (veh/h)1117 - - 223 863 874 - - HCM Lane V/C 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 Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 8: McHugh Rd & Costco Dwy 5 Timing Plan: Saturday MD Peak 11/12/2024 Synchro 11 Report V3 Companies Page 5 Intersection Int Delay, s/veh 4.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 161 40 91 157 38 113 Future Vol, veh/h 161 40 91 157 38 113 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 175 43 99 171 41 123 Major/Minor Minor1 Major1 Major2 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 WB NB SB HCM Control Delay, s 11.4 0 2 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h)- - 689 957 1293 - HCM Lane V/C Ratio - - 0.254 0.045 0.032 - 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 - Costco Wholesale, Yorkville, IL 2031 Future w Project Traffic Volumes 9: McHugh Rd & Costco Dwy 6 Timing Plan: Saturday MD Peak 11/12/2024 Synchro 11 Report V3 Companies Page 6 Intersection Int Delay, s/veh 0 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 131 0 0 151 Future Vol, veh/h 0 0 131 0 0 151 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 - - 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 Major1 Major2 Conflicting Flow All 306 142 0 0 142 0 Stage 1 142 - - - - - Stage 2 164 - - - - - 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 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 (veh/h)- - - - 1441 - HCM Lane V/C Ratio - - - - - - HCM Control Delay (s) - - 0 0 0 - HCM Lane LOS - - A A A - HCM 95th %tile Q(veh) - - - - 0 - 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 11/12/2024 Synchro 11 Report V3 Companies Page 1 Lane Group SEL SER NEL NET SWT SWR Lane Configurations 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 Flt Protected 0.950 0.950 Satd. Flow (prot)1805 1615 1805 3574 3574 1524 Flt Permitted 0.950 0.176 Satd. Flow (perm)1805 1615 334 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 0.94 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 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 Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+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 Cl+Ex Cl+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 Costco Wholesale, Yorkville, IL 2031 Future w/Mitigation 5: Veterans Pkwy (US 34) & Countryside Pkwy Timing Plan: Weekday PM Peak 11/12/2024 Synchro 11 Report V3 Companies Page 2 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 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)36.0 36.0 74.5 72.0 66.0 110.4 Actuated g/C Ratio 0.30 0.30 0.62 0.60 0.55 0.92 v/c Ratio 0.40 0.05 0.09 0.37 0.55 0.10 Control Delay 36.2 11.2 7.5 9.1 19.5 0.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 36.2 11.2 7.5 9.1 19.5 0.3 LOS D B A A B A Approach Delay 33.8 9.1 17.3 Approach LOS C A B 90th %ile Green (s) 36.0 36.0 7.1 72.0 61.4 36.0 90th %ile Term Code MaxR MaxR Gap Coord Coord MaxR 70th %ile Green (s) 36.0 36.0 6.5 72.0 62.0 36.0 70th %ile Term Code MaxR MaxR Gap Coord Coord MaxR 50th %ile Green (s) 36.0 36.0 6.1 72.0 62.4 36.0 50th %ile Term Code MaxR MaxR Gap Coord Coord MaxR 30th %ile Green (s) 36.0 36.0 0.0 72.0 72.0 36.0 30th %ile Term Code MaxR MaxR Skip Coord Coord MaxR 10th %ile Green (s) 36.0 36.0 0.0 72.0 72.0 36.0 10th %ile Term Code MaxR MaxR Skip Coord Coord MaxR Queue Length 50th (ft) 135 0 5 92 291 0 Queue Length 95th (ft) 208 21 13 118 364 6 Internal Link Dist (ft) 208 691 759 Turn Bay Length (ft) 200 180 250 Base Capacity (vph) 541 501 323 2144 1964 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 v/c Ratio 0.40 0.05 0.08 0.37 0.55 0.10 Intersection Summary Costco Wholesale, Yorkville, IL 2031 Future w/Mitigation 5: Veterans Pkwy (US 34) & Countryside Pkwy Timing Plan: Weekday PM Peak 11/12/2024 Synchro 11 Report V3 Companies Page 3 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 v/c Ratio: 0.55 Intersection Signal Delay: 16.1 Intersection 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 Costco Wholesale, Yorkville, IL 2031 Future w/Mitigation 5: Veterans Pkwy (US 34) & Countryside Pkwy Timing Plan: Saturday MD Peak 11/12/2024 Synchro 11 Report V3 Companies Page 1 Lane Group SEL SER NEL NET SWT SWR Lane Configurations 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 0.271 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 Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+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 Cl+Ex Cl+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 Costco Wholesale, Yorkville, IL 2031 Future w/Mitigation 5: Veterans Pkwy (US 34) & Countryside Pkwy Timing Plan: Saturday MD Peak 11/12/2024 Synchro 11 Report V3 Companies Page 2 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)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)37.0 37.0 53.5 51.0 47.0 93.6 Actuated g/C 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 51.0 37.0 30th %ile Term Code MaxR MaxR Skip Coord 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 v/c Ratio 0.44 0.04 0.05 0.40 0.44 0.12 Intersection Summary Costco Wholesale, Yorkville, IL 2031 Future w/Mitigation 5: Veterans Pkwy (US 34) & Countryside Pkwy Timing Plan: Saturday MD Peak 11/12/2024 Synchro 11 Report V3 Companies Page 3 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 v/c 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 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 0 100 2000 2000 4000 6000 8000 Average RateStudy Site Fitted Curve Equation: Not Given R²= *** X = 1000 Sq. Ft. GFAT = Trips Ends387General Urban/Suburban and Rural (Land Uses 800–999) 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 Average Rate Range of Rates Standard Deviation 0.80 0.30 - 1.93 0.73 Data Plot and Equation 0 100 2000 100 200 300 Average RateStudy Site Fitted Curve Equation: Not Given R²= *** X = 1000 Sq. Ft. GFAT = Trips Ends388 Trip Generation Manual 11th Edition • Volume 5 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 0 100 2000 1000 2000 Average RateStudy Site Fitted Curve Equation: Not Given R²= *** X = 1000 Sq. Ft. GFAT = Trips Ends389General Urban/Suburban and Rural (Land Uses 800–999) 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 0 100 2000 2000 4000 6000 8000 10000 Average RateStudy Site Fitted Curve Equation: Not Given R²= *** X = 1000 Sq. Ft. GFAT = Trips Ends392 Trip Generation Manual 11th Edition • Volume 5 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 0 100 2000 1000 2000 Average RateStudy Site Fitted Curve Equation: Not Given R²= *** X = 1000 Sq. Ft. GFAT = Trips Ends393General Urban/Suburban and Rural (Land Uses 800–999) 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- and-parking-generation/). 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, 288, 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 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 0 10 200 1000 2000 3000 4000 Average RateStudy Site Fitted Curve Equation: Not Given R²= *** X = Number of Vehicle Fueling PositionsT = Trips Ends849General Urban/Suburban and Rural (Land Uses 800–999) 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 0 10 20 300 100 200 300 Average RateStudy Site Fitted Curve Equation: Not Given R²= *** X = Number of Vehicle Fueling PositionsT = Trips Ends850 Trip Generation Manual 11th Edition • Volume 5 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 0 10 20 300 100 200 300 Average RateStudy Site Fitted Curve Equation: Not Given R²= *** X = Number of Vehicle Fueling PositionsT = Trips Ends851General Urban/Suburban and Rural (Land Uses 800–999) 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 0 10 200 1000 2000 3000 4000 Average RateStudy Site Fitted Curve Fitted Curve Equation:T = 127.77(X) + 625.63 R²= 0.72 X = Number of Vehicle Fueling PositionsT = Trips Ends854 Trip Generation Manual 11th Edition • Volume 5 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 Data Plot and Equation 0 10 200 100 200 300 Average RateStudy Site Fitted Curve Equation: Not Given R²= *** X = Number of Vehicle Fueling PositionsT = Trips Ends855General Urban/Suburban and Rural (Land Uses 800–999) 1 I have reviewed the applications for Planned Unit Development (PUD) Agreement Amendment to Ord. 2008-21 for Yorkville Crossing, Special Use for a fuel station, and Final Plat received November 15, 2024 as submitted by Stephen Cross, an authorized representative of Costco, on behalf of Costco Wholesale Corporation, the contract purchaser and petitioner, and Joda Land Holding, LLC, the property owner. The submittal also included the following plans and documents: 1) Costco Site Plan Narrative, dated November 15, 2024 and prepared by Costco Wholesale Corporation 2) Costco ALTA Survey, dated last revised 11-13-24 and prepared by V3 Companies, Ltd. 3) Costco Site Context Plan, dated November 15, 2024 and prepared by MG2 4) Costco Site Plan, dated November 15, 2024 and prepared by MG2 5) Final Plat of Subdivision of Costco Wholesale, dated last revised 11-13-24 and prepared by V3 Companies, Ltd. 6) Preliminary Civil/Engineering Plans for Costco Wholesale, dated 11-13-24 and prepared by MG2 7) Costco Landscape Plan, dated last revised 11-15-24 and prepared by Kimley Horn 8) Costco Warehouse Floor Plan, dated November 15, 2024 and prepared by MG2 9) Costco Architectural Elevations, dated November 15, 2024 and prepared by MG2 10) Costco Renderings, dated November 15, 2024 and prepared by MG2 11) Costco Fuel Facility Plan, dated November 15, 2024 and prepared by MG2 12) Costco Lighting Plan, dated July 2024 and prepared by T.E., Inc. 13) Costco Traffic Impact Study, dated November 13, 2024 and prepared by V3 Companies, Ltd. 14) Costco Preliminary Stormwater Management Report, dated November 13, 2024 and prepared by V3 Companies, Ltd The petitioner is requesting approval to develop a members-only retail store spanning approximately 160,000 square feet, establish and operate a standalone fueling facility, and obtain final plat approval to subdivide the existing two parcels, totaling nearly 34 acres, into three new parcels. The Costco development, including the fueling facility, will occupy approximately 33.14 acres (Lot 1), with an additional 7 acres designated for two perimeter lots (Lot 2 and Lot 3) along Veteran’s Parkway and about 3.4 acres reserved for stormwater management at the northwest corner of the property. As part of the request to amend the existing “Yorkville Crossing” Planned Unit Development (PUD) agreement and Special Use authorization for the fueling station, Costco is seeking allowances for additional parking (980 stalls vs. a code-maximum of 387), exceptions to electric vehicle charging requirements, pole-mounted lighting height exceeding the 35-foot limit (proposed at 36'-6"), and a reduced masonry material percentage on building facades. Based upon my review of the applications, documents and related plans, I have compiled the following comments: Memorandum To: Plan Council From: Krysti Barksdale-Noble, Community Development Director Date: November 21, 2024 Subject: PZC 2024-33 Costco (PUD Amendment, Special Use & Final Plat) NW Corner of Veterans Parkway and E. Countryside Parkway Proposed Wholesale Retail Warehouse and Fuel Station 2 PUD AMENDMENT/GENERAL ZONING COMMENTS: 1. PLANNED UNIT DEVELOPMENT (PUD) – The subject property, originally annexed into Yorkville via Ord. 2000-34, is part of the Yorkville Crossing development. The following Concept PUD Plan was included as an exhibit to Ord. 2008-21: a. The petitioner is requesting the existing Yorkville Crossing Planned Unit Development be amended, or modified, to include Costco’s site development plans, requested Special Use permit and all deviations required to construct the proposed project, per plans submitted. 2. PLANNED UNIT DEVELOPMENT AMENDMENT – Section 10-8-8G of City’s Unified Development Ordinance (UDO) establishes criteria for major and minor planned unit development amendments. It is the finding of the Zoning Administrator that the request is deemed a major amendment to the approved Yorkville Crossing PUD based upon the requested deviations from the Unified Development Ordinance. a. Section 10-8-8 of City’s Unified Development Ordinance (UDO) also establishes standards for Planned Unit Development (PUDs). PUDs are allowed to modify standards of the base district as long as the requested modifications are specifically identified and demonstrates how each allowance is compatible with surrounding development, is necessary for proper development of the site, and is aligned with at least one (1) modification standard found in Section 10-8-8D of the UDO. i. The petitioner has listed four (4) proposed deviations from the base B-3 General Business District standards which will be detailed separately in this review memo under subsequent headings. b. While not required as part of the amendment process, PUDs should identify at least one (1) modification standard the proposed development will meet per Section 10-8- 8D. 3 i. Staff believes modification standard #2 “Sustainable Design” applies, as the proposed development will be designed with consideration given to various methods of site design, architecture and building materials, and landscaping design capable of reducing energy consumption and improving onsite stormwater management. ii. According to the petitioner, the sustainable design elements include, but are not limited to: 1. The building structure steel system and architectural metal panels are comprised of 80% recycled content with the associated batt insulation comprised of greater than 50% recycled content. 2. The roof maintains reflectance, emittance and SRI rates that lessen heat gain, and the premanufactured building system provides erection efficiency reducing impacts to the carbon footprint. 3. Landscaping has been designed to create a high impact with seasonal interest incorporating many native and drought tolerant species, which in turn minimizes irrigation and maintenance needs. 4. All site and building lighting systems utilize LED Technology. 5. Implementation of the water management system drives operational efficiency to lower wastewater and sewer use. 6. The use of carbon dioxide (CO2) in the refrigeration systems, as opposed to HFCs (Hydrofluorocarbons), is widely considered a more environmentally conscious refrigerant due to its extremely low Global Warming Potential (GWP), as well as being non-toxic and non-flammable. Unlike many other refrigerants, CO2 is considered a "natural" refrigerant, readily available as a byproduct of industrial processes, making it a sustainable option. 3. ZONING - The subject property consists of two (2) parcels (#02-28-227-002 and #0 02-27- 101-003). Subsequently rezoned as a Planned Unit Development via Ord. 2008-21, the permitted underlying zoning for the subject property is B-3 General Business District (formerly “B-3 Service Business District”) and allowed all uses in the B-1, B-2, B-3, and O- Office zoning districts with some excluded uses as identified in the ordinance. The following are the current immediate surrounding zoning and land uses: Zoning Land Use North E. Countryside Parkway B-3 PUD (Yorkville Crossing) Transportation Land Use United States Post Office (USPS) & Vacant Land South US 34 (Veterans Parkway) B-3 General Business District B-3 (Kendall County) Transportation Land Use Heartland Business Center American Legion & Various Business Land Uses East E. Countryside Center B-3/Office PUD (Yorkville Crossing) Transportation Land Use Undeveloped Farm Land West McHugh Road B-3/Office PUD (Yorkville Crossing) Transportation Land Use Undeveloped Farm Land 4. PERMITTED USES – Per Table 10-3-12 (B) of the Yorkville Unified Development Ordinance (UDO), a “general retail store, greater than one (1) acre” is a permitted land use and a “gasoline service station” is a special use in the B-3 General Business District. 4 a. Ancillary Uses - While the Unified Development Ordinance does not specifically identify a “tire center” use, where car lifts will be available for tire rotations and tire replacements, the Zoning Administrator can determine if the use is substantially similar to a use listed in the tables. If it is, the use shall be treated in the same manner as the substantially similar use. Staff identifies the use as similar to “automobile repair” or “automobile service” which are permitted uses in the B-3 General Business District. b. Standards for Special Use – The petitioner has provided responses to the following standards for special use authorization, per Section 10-8-5 of the Yorkville Unified Development Ordinance, which will be entered into the record during the public hearing process: i. The establishment, maintenance or operation of the Special Use will not be unreasonably detrimental to or endanger the public health, safety, morals, comfort, or general welfare. ii. The Special Use will not be injurious to the use and enjoyment of other property in the immediate vicinity for the purpose already permitted, nor substantially diminish and impair property values within or near the neighborhood in which it is to be located. iii. The establishment of the Special Use will not impede the normal and orderly development and improvement of surrounding property for uses permitted in the district. iv. Adequate utilities, access roads, drainage or other necessary facilities have been or shall be provided. v. Adequate measures shall be taken to provide ingress or egress so designed as to minimize traffic congestion in the public streets. vi. The proposed Special Use is not contrary to the objectives of the City’s adopted Comprehensive Plan. c. Protest to Special Use – Per Section 10-8-5-C of the Unified Development Ordinance, in the event of written protest against any proposed Special Use, signed and acknowledged by the owners of twenty (20) percent of the frontage adjacent thereto, or across an alley, or directly opposite therefrom, such Special Use shall not be granted except by the favorable vote of two-thirds (⅔) of all members of the City Council. In such cases of written protest, a copy of the written protest shall be served by the protestor(s) on the applicant for the proposed Special Use and a copy upon applicant's Attorney, if any, by certified mail at the address of such applicant and attorney shown in the application for the proposed Special Use. SITE PLAN COMMENTS: The Costco site plan places the warehouse at the center of the property, oriented toward Veteran’s Parkway, with parking arranged along the southern and eastern sides to prioritize customer accessibility. Future employee parking lot expansion is also proposed to the west of the retail warehouse building. Substantial setbacks and landscaped buffer zones with a mix of trees and shrubs separate the site physically and visibly from nearby properties, while a stormwater management area on the northern edge offers both environmental functionality and aesthetic value. The internal building design includes a Tire Center, a conveniently located loading dock, and energy-efficient LED lighting for safe navigation across parking and pedestrian areas. Two (2) additional parcels along Veteran’s Parkway are earmarked for future commercial development, aligning with the site’s zoning requirements and ensuring harmony with Costco’s operational goals. The following is a summary review of the various Site Plan components: 5 5. BUILDING SETBACKS – Per the Table 10-3-9(A) Bulk and Dimensional Standards, the following compares current B-3 General Business District standards with the proposed Planned Unit Development (PUD) requested modifications: BUILDING SETBACKS REQUIRED MINIMUM SETBACKS B-3 DISTRICT PROPOSED MINIMUM SETBACKS COSTCO PROPOSED MINIMUM SETBACKS FUEL FACILITY FRONT YARD (Veterans Pkwy) 50 ft. 507 ft. ??? CORNER SIDE YARD (East/West) 30 ft. ??/64 ft. ??? REAR YARD (SEC Countryside Pkwy/McHugh) 20 ft. 64 ft. ??? PARKING SETBACK* (Veterans Pkwy) 20 ft. 275 ft. ??? PARKING SETBACK* (Countryside Pkwy/McHugh) 20 ft. 20 ft. ??? a. Above information provided from Site Data Table. Please provide a clearly dimensioned site plan clearly identifying the setbacks from the nearest building point to the adjacent property line. b. Per Section 10-3-9 of the Unified Development Ordinance, parking lots in the B-3 district located adjacent to an arterial roadway, as defined in the city’s comprehensive plan, must maintain a minimum setback of 20 feet from the property line and 10 feet from nonarterial roadways. c. “Parking Lots” are defined as “an open, hard-surfaced area, designed, arranged and made available for the storage of private passenger automobiles only of occupants of the building or buildings for which the parking area is developed and is accessory.” 6. MAXIMUM BUILDING HEIGHT - The B-3 General Business District has an 80 ft. maximum building height per Table 10-3-9(A) in the Unified Development Ordinance. The petitioner has provided overall building height for the proposed Costco Warehouse building in a Project Data table and Elevation plans. a. Per the Project Data Table on the Layout Plan (Sheet C2.0), Site Plan (Sheet DD11- 05), and Aerial Site Plan (Sheet DD12-05), the stated maximum building height is 34 ft. However, the Elevations (Sheet DD13-05) illustrates the maximum height to the top of coping is 32 ft. Please verify which is the proposed maximum building height. 7. MAXIMUM LOT COVERAGE – Per Section 10-3-9(A) of the Unified Development Ordinance, the maximum lot coverage for the B-3 General Business District (inclusive of sidewalks, parking areas and all impervious surfaces) is 80% of the gross lot area. According to the Project Data Table on the Layout Plan (Sheet C2.0), Site Plan (Sheet DD11-05), and Aerial Site Plan (Sheet DD12-05), lot coverage calculations are not provided. a. Please provide calculations for the proposed total impervious coverage including building area, parking area, future parking area, and fuel station. 6 b. If area exceeds 80%, a requested deviation to the bulk regulations in Section 10- 3-9. Bulk and Dimensional Standards of the Unified Development Ordinance. 8. PARKING/LOADING - According to the Parking Data Table on the Layout Plan (Sheet C2.0), Site Plan (Sheet DD11-05), and Aerial Site Plan (Sheet DD12-05), there are 856 total parking spaces to be provided on the property to accommodate the proposed ~160,000 sq. ft. retail warehouse building and fueling facility uses. Future parking expansion area will include another 124 stalls for an overall total 980 parking spaces. c. Per Table 10-5-1(E)(1) Standard Parking Stall and Aisle Dimensional Requirements are as follows: The petitioner is proposing 90-degree parking stalls with a 10’ width and a minimum of 18.5’ stall depth with a 2’ overhang. Aisle widths for 2-way drives are 32’ wide. d. Per Table 10-5-1(H)(5) Minimum Parking Requirements of the Yorkville Unified Development Ordinance, the minimum parking requirement for a retail store more than 8,000 sq. ft. of the net building square feet is 2 spaces/1,000 sq. ft. Gasoline Service Stations require a minimum of 1 space/gas pump and 1space/300 sq. ft. for any accessory retail space. i. To minimize excessive areas of pavement, no off-street parking area for nonresidential or multi-family uses shall exceed the required minimum number of parking spaces by more than twenty (20) percent, except as approved by the Zoning Administrator. In approving additional spaces, the Zoning Administrator shall determine that the parking is needed based on documented evidence of actual use and demand provided by the applicant. 1. Per Section 10-5-1-H.4.b of the UDO, calculations for all area-based (square footage) parking standards must be computed on the basis of net floor area. ii. Total required maximum parking for the subject property is 386 spaces, including a minimum of 8 ADA accessible spaces, as calculated below: 1. 153,820 net sq. ft./1,000 = 153.82 x 2 = 307.64 + 61.53 (20% of total) = 369.17 + 16 (gas dispensers) = 385.17 rounded to 386, per Section 10-5-1-H.4.a of the Unified Development Ordinance. iii. The petitioner is requesting a variance from the UDO’s required maximum parking due to parking being “critical to Costco’s business plan and success for any warehouse located throughout the Country. The average parking for all new warehouses is between 850 to 900 stalls. Parking is based on the immediate need at store opening for our Members. Insufficient parking creates safety issues throughout the Property and will impede proper traffic flow in and around the Property.” (Deviation #1). Staff is supportive of the deviation from a maximum of 2 parking spaces per 1,000 net sq. ft. of building area to approximately 5.04 parking 7 spaces per 1,000 of building area as noted on Sheet C2.0 Layout Plan in Preliminary Engineering Plan Set (note page 6 of the Project Narrative under 5.0 Development Plan Proposal Final Plat, Sheet DD11-05 Site Plan, and Sheet DD12-05 Aerial Site Plan lists the parking count ratio as 5.29 stalls per 1,000 square feet of building area – possibly based on gross square footage?). iv. Additionally, per Section 10-5-1K-1 of the Unified Development Ordinance, infrastructure for a minimum of 8 electric vehicle charging station is required to be installed (1 EV charging station per 50 required parking spaces). v. The petitioner is also requesting full relief from the UDO’s minimum required EV charging station requirement due to “current Costco data reveals that an exceedingly small percentage of projected Members in the trade area are owners of electric vehicles. Costco’s operators determined that EV charging stations at this location would not be pursued or initially planned for as the demand does not currently exist. Costco will reevaluate this decision in the near future.” (Deviation #2). Staff is supportive of the deviation of the full relief for the installation of infrastructure to accommodate the required minimum 8 electric vehicle charging stations since the petitioner will reevaluate the need for EV charging in the near future. e. Off-Street Loading – Per Section 10-5-1-Q of the Unified Development Ordinance, the number of off-street shall be determined on a case-by-case basis, and in the instance of special uses, loading berths adequate number and size to serve such use, as determined by the Zoning Administrators, shall be provided. The petitioner proposes to have four (4) recessed off-street loading spaces for the retail warehouse located at the southwest corner of the building. 9. FUEL FACILITY – Fuel facility proposes 16 gas dispensers, accommodating 2 cars per dispenser. A total of eight (8) lanes are proposed for car queuing allowing five (5) cars per lane stacking. This results in a total of 72 cars maximum in this area of the site. No accessory retail convenience store is proposed for the fuel facility area. a. Staff has some concerns regarding the southernmost full access off of McHugh Road leading to the fueling facility which may cause a backup onto the public roadway should there be more than the five (5) vehicles stacking per fuel lane or 40 vehicle max stacking for all pumps. 10. TRAFFIC/ROADWAYS a. Direct Access – It is noted that the site has six (6) points of access. Three (3) off of E. Countryside Parkway – two (2) full access and one (1) right-in/right-out; one (1) full off of E. Veterans Parkway, which will be coordinated with IDOT; and two (2) full access points off of McHugh Road. These access points lead to internal private roadways which loop around the retail warehouse building, provides direct access to the fueling facility, and will connect to the future outlot uses. i. It is noted on Sheet DD12-05 Aerial Site Plan, there are two (2) right in/right out access points on E. Countryside Road. Please revise discrepancy. ii. It is also noted that off-site road enhancements will involve adjusting the existing center medians along Countryside Parkway and adding lane striping to create left-turn lanes at the intersections of Countryside Parkway 8 and McHugh Road. Additionally, new right-turn lanes will be installed at the gas station entrance on McHugh Road and at Veteran’s Parkway. iii. Staff defers to City Engineer regarding site access and Traffic Impact Study. b. Cross Access – Per Section 10-5-1-F of the Unified Development Ordinance, cross access between adjoining developments is required to minimize access points along streets, encourages shared parking, and allows for vehicular access between land uses. Will a cross access easement agreement be executed between the outlot developers and Costco? i. Note, according to Section 10-5-1-F-2-c, the Zoning Administrator may waive or modify the requirement for vehicular cross access on determining that such cross access is impractical or undesirable because it would require crossing a significant physical barrier or environmentally sensitive area, would create unsafe conditions, or there exists an inability to connect to adjacent property. City Council shall have the authority to waive or modify vehicular cross access requirements for all public review processes involving review by City Council. c. Pedestrian Circulation – Per Section 10-5-1-N Pedestrian Circulation Standards of the Unified Development Ordinance required off-street parking areas to provide on- site pedestrian circulation systems and connection to existing and future planned trails. The petitioner has provided a single pedestrian connection to the public way off of E. Veterans Parkway at the intersection with Tuma Road. i. Would the petitioner consider an additional pedestrian connection to the public way at the northernmost full access drive on Countryside Parkway at the intersection with Crimson Lane? 11. LANDSCAPING – Section 10-5-3 establishes landscape standards for new developments. The petitioner has submitted a Landscape Plan and per staff’s review, the following sections of the Landscape Plan shall apply: i. Section 10-5-3-C. Building Foundation Landscape Zone - All nonresidential, mixed-use, and multi-family development where a front yard setback is required, with the exception of food processing facilities regulated by the FDA, shall include landscape located at the building foundation as required by this section. Landscape required by this section shall be in addition to landscape required under other sections of this title. It is the objective of this section to provide a softening effect at the base of buildings. ii. Section 10-5-3-D. Parking Area Perimeter Landscape Zone - Landscape required by this section shall be in addition to landscape required under other sections of this title. It is the objective of this section to provide screening between off-street parking areas and rights-of-way, and to provide for the integration of stormwater management with required landscaping iii. Section 10-5-3-E. Parking Area Interior Landscape Zone - All off-street parking areas shall include landscape and trees located within the off-street parking area as required by this section. Trees and landscape required by this section shall be in addition to trees and landscape required under other sections of this title. It is the objective of this section to provide shade within parking areas, break up large expanses of parking area pavement, support stormwater management where appropriate, improve the appearance of 9 parking lots as viewed from rights-of-way, and provide a safe pedestrian environment. iv. Section 10-5-3-F. Transition Zone Landscape Requirements - Transition zone landscape shall be required along interior side and rear property lines of all nonresidential, mixed use, and multi-family development. It is not expected that the transition area will totally screen such uses but rather will minimize land use conflicts and enhance aesthetics. Staff defers all landscape review comments to the City Engineer’s subconsultant. However, we want to highlight that, due to the site’s unique location, being entirely surrounded by public roadways, special attention will be required during 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 plan, such as relocating or removing certain plant materials. 12. LIGHTING – A photometric plan has been provided along with pole details of the proposed light standards to be installed within the parking lot area. Maximum illumination at the property line shall not exceed zero (0) foot-candle and no glare shall spill onto adjacent properties or rights of way. a. Per Table 10-5-7(E) of the Unified Development Ordinance, the maximum height for outdoor light standards in the B-3 General Business District is 35 feet. The petitioner seeks a deviation to this regulation to install a light fixture with a maximum height of 36’-6” to provide ample uniform light coverage of the parking lot area (Deviation #3). Staff supports this deviation. b. Staff defers to City Engineer regarding all other photometric plan review comments. 13. MECHANICAL SCREENING – Per Section 10-5-4 Screening of the Unified Development Ordinance, ground/wall-mounted and roof mounted mechanical units that are visible from any public right-of-way or adjacent residential property shall be screened from public view. Materials used for screening shall be designed and established so that the area or element being screened is no more than twenty (20) percent visible through the screen. Evergreen hedges or non-transparent walls such as stone masonry shall be allowed, as depicted below: 10 a. It is noted that there are two (2) proposed ground-mounted compactors located on the west elevation adjacent to McHugh Road. It appears the petitioner has proposed to screen ground mounted mechanical equipment with landscaping material such as evergreen trees, ornamental trees and shrubbery located to the west in landscape bed edge. i. Since the units may not be visible from the public way due to the location, setback and landscaping provided on the site, staff is supportive of the screening. 14. APPEARANCE STANDARDS – Per Section 10-5-8-C-3.b Commercial, Office and Institutional Uses, Masonry products or precast concrete shall be incorporated on at least fifty (50) percent of the total building, as broken down as follows: The front facade shall itself incorporate masonry products or precast concrete on at least fifty (50) percent of the facade. Any other facade that abuts a street shall incorporate masonry products. The use of masonry products or precast concrete is encouraged on the remaining facades. Additional standards include: a. Loading bays for commercial and office uses shall not be located in the front of a building or in the area abutting a public right-of-way, and all commercial, office. b. Institutional buildings shall consist of solid and durable facade materials and be compatible with the character and scale of the surrounding area. The petitioner has submitted exterior building elevations depicting the retail warehouse with materials such materials as insulated textured metal architectural panels, smooth face CMU, glazing and ribbed architectural metal panels. However, the petitioner is seeking relief from the minimum masonry requirements and location of loading bays in the front of the building and in an area abutting a public right-of-way (Deviation #4). Below is the proposed building material breakdown: c. Staff has calculated that the masonry/cementitious materials make up approximately 15-16% of the total building and 30-35% of the front elevation (South and Entry). We understand that Costco must maintain its corporate brand and image, and staff is fully supportive of this deviation from the 50% appearance code standard. The proposed textured and ribbed architectural paneling provides a solid and durable façade, which meets the intent of the UDO’s requirements. d. In Section 10-5-8C.1 of the UDO it states “Creativity and ingenuity in applying the standards and guidelines listed in this Code are encouraged. Likewise, ingenuity and creativity, while considering deviations to the standards and guidelines of this Code, are encouraged.” Following this guidance, staff has previously used the credit for "major architectural features" outlined in Section 10-5-8C-2.7 (intended for 11 residential uses) as a reference when approving deviations for unbuilt nonresidential sites that have or are seeking PUDs. e. Therefore, as vertical articulation is accomplished through the use of color, texture, and the strategic distribution of sustainable materials along the facades in proportion to the building's scale, along with the incorporation of a free- standing steel trellis on the south elevation to soften and define the building mass visible from the south, staff is supportive of the deviation. i. Note, while staff supports this request for relief—similar to the relief granted to the recently approved Cyrus One data center project—there is no guarantee the City Council will approve a deviation from the City’s appearance standards. 15. SIGNAGE – The petitioner is proposing six (6) wall mounted signs as illustrated on the exterior elevations, as illustrated below: a. Per Section 10-6-6 of the Unified Development Ordinance, single tenant buildings shall be permitted a total of two (2) primary wall signs or one (1) primary wall sign per one hundred (100) linear feet of building frontage. One (1) additional wall sign shall be allowed per additional hundred (100) feet of building frontage. Only one (1) primary wall sign shall be displayed on any single building façade. i. Additionally, a maximum of two (2) secondary wall signs may be authorized for buildings with lineal frontage in excess of seventy-five (75) feet by the Zoning Administrator provided such additional signage is: (1) In keeping with the overall design and architecture of the building, (2) A minimum of ten (10) feet from the primary wall sign and other secondary wall signs, (3) A maximum of fifty (50) percent of the size of the primary wall sign, (4) Accessory to the building’s primary wall sign(s), and (5) The total area of all primary and secondary wall signs does not exceed the maximum wall sign area as established in Section 10-6-6(A)(1). ii. Signs Attached to a Wall With a Public Entrance or Facing a Public Right-of- Way. The maximum sign area shall be two (2) square feet for every one (1) linear foot of the exterior wall to which it is affixed. The sign shall not to exceed seventy-five (75) percent of the width of the exterior wall to which it is attached. 12 b. Since all building elevations (south, east, north, and west) have frontage along a public right-of-way, each façade is permitted one (1) primary wall sign. c. Additionally, each building façade (except the entry area) exceeds 100 liner feet, so an additional two (2) secondary wall signs are permitted per facade. d. Therefore, per staff’s calculations, the petitioner is permitted a maximum of five (5) primary signs and eight (8) secondary signs totaling 13 wall signs, as depicted in the table below: Elevation Façade Length Permitted # of Signs Proposed # of Signs Permitted Max. Sign Area Proposed Sign Area South ~358’-7” 3 1 ~717.4 sq. ft. 280 sq. ft. East ~326’-4” 3 2 ~652.8 sq. ft. 311 sq. ft. Entry 70’-3 ¾” 1 1 ~140.7 sq. ft. 175 sq. ft. North ~493’-6” 3 1 ~987.2 sq. ft. 280 sq. ft. West ~220’-0” 3 1 ~440 sq. ft. 280 sq. ft. TOTAL 13 6 ~2938.1 sq. ft. 1326 sq. ft. e. All proposed wall signs conform to UDO regulations. f. It is noted a monument sign is not proposed for the development. However, the existing pylon ground-mounted “Menards/Yorkville Crossing” sign located at the southeast corner of the property will be relocated, east of Countryside Parkway on parcel #02-27-101-004 owned by Yorkville Crossings, LLC. 16. COMPREHENSIVE PLAN – The 2016 Comprehensive Plan Update designates this property as “Mid Density Residential (MDR)” which is defined typically for higher density residential developments near commercial areas and transportation corridors including townhomes and multi-family development. a. Although the proposed commercial land use does not align with the comprehensive plan's current future land use designation, staff supports the use because it is consistent with the “Destination Commercial (DC)” designation assigned to nearby properties to the west. Additionally, the property’s existing B- 3 zoning classification aligns with both the Destination Commercial land use and the original PUD. If the proposed development is approved, an amendment to the Comprehensive Plan will be required. 13 17. FINAL PLAT – The title block on Sheet 2 of the Final Plat of Subdivision for “City Plan Commission Certificate” shall be revised to read “City Planning and Zoning Commission Certificate”. Yorkville Police Department Memorandum 651 Prairie Pointe Drive Yorkville, Illinois 60560 Telephone: 630-553-4340 Fax: 630-553-1141 Date: December 2, 2024 To: Krysti Barksdale-Noble (Community Development Director) From: James Jensen (Chief of Police) Reference: Plan Review PZC 2024-33 Costco Project Name: Costco Wholesale Corporation Applicant Name: Costco Wholesale Corporation Project Manager: Project Number: PZC 2024-33 Costco The comments listed below are referenced to the above project: Signage Handicapped Signage Required: __X__ Yes ____ No Comments: Handicapped parking has been identified on the plan. Proper signage must meet MUTCD Standards for enforcement. **Signage must meet MUTCD Standards **Fine amount must be listed on sign Speed Limit Signage Required/Recommended ____ Yes __X__ No School Zone Special Signage ____ Yes __X__ No Special Speed Zone Signage Requested ____ Yes __X__ No No Parking Signage Recommended? __X__ Yes ____ No Comments: Areas that will be posted “No Parking” must be posted via proper signage meeting MUTCD Standards for enforcement (i.e. No Parking Fire Lane) No Parking Locations: • No Parking on Countryside Parkway • No Parking on McHugh Road Dedicated Parking signage needed? ____ Yes __X__ No ____ Located by Park ____ School Yorkville Police Department Memorandum 651 Prairie Pointe Drive Yorkville, Illinois 60560 Telephone: 630-553-4340 Fax: 630-553-1141 ____ Common Parking Area Are there Street Name Conflicts? ____ Yes __X__ No Comments: Pedestrian/Bike Path Crossing Signage? __X__ Yes ____ No Comments: The pedestrian walking/bike path runs along Rt. 34. This walking/bike path is extremely busy. While not required, we would recommend Bike Path or Pedestrian Crossing signs be posted. NO Construction Traffic Signage being requested? ____ Yes __X__ No Location: _________________________________________________________ ***We request that all signage is posted prior to the first occupancy permit being issued for each POD or phase.*** ***All traffic control signage must conform to MUTCD Standards specific to location, size, color, and height levels*** Roadway Street Width: N/A Should parking be allowed on BOTH sides of road? ____ Yes ____ No Should parking be restricted to fire hydrant side? ____ Yes ____ No Comments: No Parking should be allowed on Countryside Parkway or McHugh Road. Center Roadway Medians: ____ Yes __X__ No Limit Parking on Median? ____ Yes ____ No Signage Needed? ____ Yes ____ No Room for Emergency Veh. w/ one lane Obstructed? ____ Yes ____ No Do you have intersection Concerns? __X__ Yes ____ No Comments: No concerns at the intersections of Rt. 34 & Countryside Parkway or Rt. 34 & McHugh Road. Both of these intersections are controlled with traffic lights. I do have a concern with the intersection of Rt. 34 & Tuma Road. There does not appear to be any traffic control devices at this intersection other than a Yorkville Police Department Memorandum 651 Prairie Pointe Drive Yorkville, Illinois 60560 Telephone: 630-553-4340 Fax: 630-553-1141 “Stop Sign”. With the speed of traffic on Rt. 34, four lanes of traffic (two in each direction) and a turn lane this will be very problematic and dangerous. If this entrance/exit will remain, I recommend this being a “right in” and “right out” only. Landscape Low Growth or Ground Cover Landscaping? ____ Yes ____ No Low Growth or Ground Cover Landscaping by windows? ____ Yes ____ No Low Growth or Ground Cover Landscaping by Entrances ____ Yes ____ No I have not seen a landscaping plan for this project. If landscaping is going to be put in, they should use low growth or ground cover landscaping by the entrance/exit to limit site line issues. Ingress / Egress Entrance/Exits match up with adjacent driveways? __X__ Yes ____ No Total Entrance/Exits for development? __5__ Comments: No concerns at the intersections of Rt. 34 & Countryside Parkway or Rt. 34 & McHugh Road. Both of these intersections are controlled with traffic lights. I do have a concern with the intersection of Rt. 34 & Tuma Road. There does not appear to be any traffic control devices at this intersection other than a “Stop Sign”. With the speed of traffic on Rt. 34, four lanes of traffic (two in each direction) and a turn lane this will be very problematic and dangerous. If this entrance/exit will remain, I recommend this being a “right in” and “right out” only. Are vehicle entrance/exits safe? ____ Yes __X__ No Comments: See comments above. Only 1 entrance/exit would be classified as unsafe. Are warning signs for cross traffic requested? __X__ Yes ____ No Comments: Signage for pedestrian walking/biking path should be added. Raised Median & Signage for Right in & Right Out? ____ Yes __X__ No Comments: Yorkville Police Department Memorandum 651 Prairie Pointe Drive Yorkville, Illinois 60560 Telephone: 630-553-4340 Fax: 630-553-1141 Emergency Contact for after hours during construction Comments: Please provide emergency contact information for after hours during construction. This will only be used if there is a law enforcement need. Is this a gated or controlled access development? ____ Yes __X__ No If yes, will police & Fire and Access? ____ Yes ____ No Miscellaneous Individual Mailboxes? ____ Yes __X__ No Cluster Mailbox Kiosks? ____ Yes __X__ No Will this cause traffic choke points? ____ Yes __X__ No Are sidewalks being planned for the development? __X__ Yes ____ No Existing sidewalks already in place along Countryside Parkway, McHugh and Rt. 34. Are sidewalk crosswalks needed? ____ Yes __X__ No Are there bike paths planned for this project? ____ Yes __X__ No Comments: Bike path is already existing. Proper Signage needed for bike paths __X__ Yes ____ No __X__ Stop Signs ____ Yield Signs ____ NO Motorized Vehicles ____ Trespassing ____ Other _______________________________________ Are there HOA Controlled Roadway OR Parking Areas? ____ Yes __X__ No Ample Parking on Site? __X__ Yes ____ No Are there other City Ordinance Concerns? ____ Yes __X__ No ____ Noise Ordinance ____ Parking Ordinances ____ Alarm Ordinance Security Will security cameras be in use during construction? ____ Yes ____ No Yorkville Police Department Memorandum 651 Prairie Pointe Drive Yorkville, Illinois 60560 Telephone: 630-553-4340 Fax: 630-553-1141 Will security cameras be in use during normal business hours? ____ Yes ____ No Access to the building will be membership only controlled. Will the police department have access to the building for emergencies? ____ Yes ____ No Comments: Police access during emergencies would be required. What are the business Hours of Operation? Monday – Friday 10:00a.m – 8:30p.m Saturday 9:30a.m – 7:00p.m Sunday 9:30a.m – 7:00p.m Fuel Station 6:00a.m – 9:30p.m Will the building be alarmed? ____ Yes ____ No Will you provide Floor Plans/Maps to the police department to be used for emergency purposes only? ____ Yes ____ No Comments: We would request a copy of the floor plans to be used for emergency purposes only. I hope you find this information helpful, and we look forward to reviewing the revisions. If you should have any questions, comments, or concerns please do not hesitate to contact me. Hey and Associates, Inc. Engineering, Ecology and Landscape Architecture 8755 W. HIGGINS ROAD, SUITE 835 CHICAGO, ILLINOIS 60631 PHONE (773) 693-9200 FAX (773) 693-9200 December 10, 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 met. 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 10, 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. The following comments on the landscape plan were provided by Public Works, and also must be addressed. General Question  You show new plantings in the median on Countryside Parkway, are you planning on maintaining the median? Sheet L1.1  Please locate the existing streetlights on McHugh Rd. and incorporate them into the landscape drawing. The proposed trees may interfere with the streetlights and street cuts.  No parkway trees should be planted in medians that are less than 10’ wide. We have had trees planted in these areas in the past and they do not survive. Pamela Whitfield Costco December 10, 2024 page 3 Sheet L1.2  The city is planning on removing the existing pear trees and reshaping the median on East Countryside Parkway to allow better site lines and make it safer to mow. Perhaps we can work together to come up with a solution since you are cutting in a turn lane on East Countryside Parkway.  Please locate the existing streetlights on Countryside parkway and incorporate them into the landscape drawing. The proposed trees may interfere with the streetlights. 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, Tim Pollowy, RLA (IL & WI) Senior Landscape Architect Product(s): SubTrib_Aurora Beacon News, Publicnotices.com AdSize(s):2 Column Run Date(s):Monday, December 16, 2024 Zone:Full Run Color Spec.B/W Preview Order ID:7739822 Page 2 of 4 12/12/2024 4:48:15 PMPrinted: GROSS PRICE * :$923.67 * Agency Commission not included IL Govt Legal Aurora BeaconPACKAGE NAME: Order ID:7739822 Page 3 of 4 12/12/2024 4:48:15 PMPrinted: GROSS PRICE * :$923.67 * Agency Commission not included IL Govt Legal Aurora BeaconPACKAGE NAME: Order ID:7739822 Page 4 of 4 12/12/2024 4:48:15 PMPrinted: GROSS PRICE * :$923.67 * Agency Commission not included IL Govt Legal Aurora BeaconPACKAGE NAME: Memorandum To: Planning and Zoning Commission From: Sara Mendez, Planner I Krysti Barksdale-Noble, Community Development Director CC: Date: Subject: Bart Olson, City Administrator January 2, 2024 PZC 2024-30 – Nicholas S. Bellone on Behalf of Ament Road Solar 1, LLC (Tenant) and Janet M. Dhuse on Behalf of the Janet Dhuse Declaration of Family Trust Dated March 1, 2013 (Owner) 1.5 Mile Review SUMMARY: Staff has reviewed a request from Kendall County Planning and Zoning Department along with the subsequent documents attached. This property is located within one and a half miles of the planning boundary for Yorkville, allowing the City the opportunity to review and provide comments to Kendall County. The petitioner, Nicholas S. Bellone on behalf of Ament Road Solar 1, LLC (Tenant) and Janet M. Dhuse on behalf of the Janet Dhuse Declaration of Family Trust Dated March 1, 2013 (Owner) are seeking a special use permit for a commercial solar energy facility and a variance to Section 36-282(17)(a) of the Kendall County Zoning Ordinance to allow a commercial solar energy facility on land within 1.5 miles of municipality without an annexation agreement. The real property is located immediately south of Ament Road and approximately 0.33 miles west of Route 47 in unincorporated Kendall County. PROPERTY BACKGROUND: The property is located south of 9949 and 10021 Ament Road in unincorporated Kendall County and comprised of two (2) parcels totaling ~93.4 acres. The parcel located closest to the left (PIN #05-17-400005) consists of ~35.4 acres. The parcel closest to Route 47 (PIN #05-16-300-006) is larger in area at ~58 acres. Currently owned by Janet Dhuse Family Trust, the site is undeveloped and utilized for agricultural purposes. While the parcel is not immediately adjacent to incorporated Yorkville, it is approximately 0.82 miles (~4,000 feet) south of the Towns at Windett Reserve subdivision. In August 2024, New Leaf Energy, dba Ament Road Solar 1, LLC, formally requested confirmation from the City Council on whether Yorkville wished to enter a pre -annexation agreement for the proposed solar energy facility on parcels #05-17-400-005 and #05-16-300-006. Although the site is unincorporated and not contiguous to the City of Yorkville, it falls within Yorkville’s 1.5-mile planning jurisdiction. As such, New Leaf Energy sought guidance on the City's interest in pursuing a pre-annexation agreement. At the August 27, 2024, City Council meeting, the Council formally confirmed that Yorkville would not pursue a pre-annexation agreement for the proposed solar energy facility. Per Section 36-282(17)(a) of the Kendall County Zoning Ordinance: “All commercial solar energy facilities and test solar energy systems located within one and one-half (1½) miles of a municipality shall either annex to the municipality or obtain an annexation agreement with the municipality requiring the municipality's regulations to flow through the property.” Given Yorkville’s decision not to enter a pre -annexation agreement, the applicant, Ament Road Solar 1, LLC, has filed for a variance to Section 36-282(17)(a) with Kendall County. This variance would allow the proposed solar energy facility to proceed without annexation or an annexation agreement. PROPOSED DEVELOPMENT: The property is currently zoned A-1 Agricultural District. Per Kendall County’s Zoning Ordinance, all development proposed in the district must obtain site plan approval from the County Board. According to the application and site plans provided, the applicant is proposing a 5 MW AC community solar farm on two parcels (PIN #05-17-400-005 and #05-16-300-006) in Kendall County. The project encompasses an approximate 39.34-acre portion of the total 95.3 acres. Per Section 36-282 of Kendall County’s Zoning Ordinance, construction and operation of Commercial Solar Energy Facilities are permitted in the Agricultural District by Special Use Permit. The proposed setback of 1,442 feet from the Ament Road is consistent with the City of Yorkville’s required setback of 1,000 feet from the nearest roadway network and Kendall County’s required 50 feet from the nearest edge of public road rights-of-way. YORKVILLE COMPREHENSIVE PLAN: Yorkville’s 2016 Comprehensive Plan designation for this property is Agricultural Zone (AZ). The agricultural zone future land use designation is primarily intended for lands expected to remain for agricultural uses, both general farming and restricted for ms such as pastures, gardening, kennel, riding stables, nurseries, and greenhouses. The proposed commercial solar energy facility, along with the A -1 zoning in Kendall County is consistent with Yorkville’s Comprehensive Plan. STAFF COMMENTS Staff is seeking input from the Planning and Zoning Commission as the one-and-a-half-mile review allows for the City to make comments and requests to the petitioner and County prior to their public meetings. This review will also be brought to City Council at the January 14, 2025 meeting. This item was delivered to th e City on October 25, 2024. ATTACHMENTS 1. Application with Attachments ZPAC Memo – Prepared by Matt Asselmeier – August 23, 2024 Page 1 of 3 DEPARTMENT OF PLANNING, BUILDING & ZONING 111 West Fox Street • Room 203 Yorkville, IL • 60560 (630) 553-4141 Fax (630) 553-4179 Petition 24-27 Steve W. Jeffers on Behalf of Revolution Investments, LLC Plat of Vacation of a Drainage and Utility Easement in Whitetail Ridge Subdivision INTRODUCTION A ten foot (10’) drainage and utility easement presently exists between Lots 110 and 111 in Whitetail Ridge Subdivision. The Petitioner own the subject lots and would like to construct a home in the center of the combined lots. SITE INFORMATION PETITIONER Steve W. Jeffers on Behalf of Revolution Investments, LLC ADDRESS 5682 and 5834 Championship Court, Yorkville (Lots 110 and 111 of Whitetail Ridge) LOCATION Approximately 0.10 Miles Northwest of the Intersection of Clubhouse Drive and Championship Court on the South Side of Championship Court TOWNSHIP Na-Au-Say Township PARCEL #s 06-07-374-004 and 06-07-374-005 LOT SIZE 1.5 +/- Acres EXISTING LAND USE Residential/Vacant ZONING RPD-2 ZPAC Memo – Prepared by Matt Asselmeier – August 23, 2024 Page 2 of 3 LRMP Current Land Use Vacant One-Family Residential Future Land Use Rural Residential (Max 0.65 Du/Acre) Roads Championship Court is a Township Road classified as a Local Road Trails None Floodplain/ Wetlands None REQUESTED ACTION Vacate a Ten Foot (10’) Drainage and Utility Easement Between Lots 110 and 111 APPLICABLE REGULATIONS Section 7.06 (Subdivision Control Ordinance) SURROUNDING LAND USE Location Adjacent Land Use Adjacent Zoning Land Resource Management Plan Zoning within ½ Mile North Single-Family Residential RPD-2 Rural Residential (Max 0.65 DU/Acre) N/A South Open Space (Golf Course) RPD-2 SU Open Space (Golf Course) N/A East Open Space (Golf Course) RPD-2 SU Open Space (Golf Course) N/A West Single-Family Residential RPD-2 Rural Residential N/A The RPD-2 special use is for a golf course. ACTION SUMMARY NA-AU-SAY TOWNSHIP Na-Au-Say Township was emailed information on August 23, 2024. UNITED CITY OF YORKVILLE The United City of Yorkville was emailed information on August 23, 2024. BRISTOL-KENDALL FIRE PROTECTION DISTRICT The Bristol-Kendall Fire Protection District was emailed information on August 23, 2024. GENERAL The application materials are included as Attachment 1. The plat of vacation is included as Attachment 2. The topographic information is included as Attachment 3. On August 22, 2024, Greg Chismark sent an email stating that he had no objections to the vacation from a drainage perspective. This email is included as Attachment 4. On August 22, 2024, a representative from the Whitetail Ridge Homeowners’ Association submitted an email stating the HOA had no objections to the requested easement vacation. This email is included as Attachment 5. ZPAC Memo – Prepared by Matt Asselmeier – August 23, 2024 Page 3 of 3 As of the date of this memo, the Petitioner was still obtaining approvals from the utilities. RECOMMENDATION Staff recommends approval of the requested easement vacation provided that Lots 110 and 111 remain under the same ownership. ATTACHMENTS 1. Application Materials 2. Plat of Vacation 3. Topographic Information 4. August 22, 2024, Email from WBK Engineering 5. August 22, 2024, Email from Homeowners’ Association Attachment 1, Page 1 Attachment 1, Page 2 Attachment 1, Page 3 Attachment 1, Page 4 Attachment 1, Page 5 Attachment 1, Page 6 Attachment 1, Page 7 Attachment 1, Page 8 Attachment 1, Page 9 Attachment 1, Page 10 Attachment 1, Page 11 Attachment 1, Page 12 Attachment 1, Page 13 Attachment 1, Page 14 Attachment 1, Page 15 Attachment 1, Page 16 Attachment 1, Page 17 Attachment 1, Page 18 Attachment 1, Page 19 Attachment 2 Attachment 3 Attachment 4 Attachment 5