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Home My Public Portal About04-05-23 Plan Commission Agenda PacketPlan Commission Wednesday, April 05, 2023 7:00 PM Village Boardroom 24401 W. Lockport Street Plainfield, IL 60544 Agenda CALL TO ORDER PLEDGE TO THE FLAG ROLL CALL APPROVAL OF MINUTES Seeking a motion to approve of the Minutes of the Plan Commission held on March 21, 2023. 03-21-23 Plan Commission Minutes.pdf PUBLIC COMMENTS DEVELOPMENT REPORT OLD BUSINESS NEW BUSINESS 1.1995-021423.SU - 16200 S. LINCOLN HIGHWAY, UNIT 104 1.a.Seeking a motion to open a Public Hearing for the proposed special use for the property located at the 16200 S. Lincoln Highway, Unit 104. 1.b.Seeking a motion to close the Public Hearing for the proposed special use for the property located at the 16200 S. Lincoln Highway, Unit 104. 1.c.Seeking a motion to adopt the findings of fact of staff as the findings of fact of the Plan Commission and, furthermore, recommend approval of the special use permit to operate a tobacco retail store at 16200 S. Lincoln Hwy, Unit 104. 1 Plan Commission Page - 2 16200 S Lincoln Hwy Staff Report Packet 2.1993-020223.SU.SPR - 16202 S. ROUTE 59 2.a.Seeking a motion to open a Public Hearing for the proposed special use for the property generally located at northwest corner of Route 59 and Fraser Rd. 2.b.Seeking a motion to close the Public Hearing for the proposed special use for the property generally located at northwest corner of Route 59 and Fraser Rd. 2.c.Seeking a motion to recommend approval of the site plan review for the proposed self-storage facility generally located at the NWC of IL Route 59 and Fraser Road, subject to the stipulations in the staff report. RT 59 Self-Storage Staff Report 2.d.Seeking a motion to recommend approval of the site plan review for the proposed self-storage facility generally located at the NWC of IL Route 59 and Fraser Road, subject to the stipulations in the staff report. 3.2001-030723.AAA.SU.REZ.SPR.PP.FP - 248TH AVE. APARTMENTS 3.a.Seeking a motion to open a Public Hearing for the proposed special use for planned development amendment and the rezoning for the property located at the northeast corner of 248th Ave. and 127th St. 3.b.Seeking a motion to close the Public Hearing for the proposed special use for planned development amendment and the rezoning for the property located at the northeast corner of 248th Ave. and 127th St. 3.c.Seeking a motion to adopt the findings of fact of staff as the findings of fact of the Plan Commission and, furthermore, recommend approval of the amendment to the special use for planned development to permit an apartment and townhome development up to 200 dwelling units, subject to the stipulations in the staff report. 248th Ave. Apartments Staff Report Packet Traffic Impact Study 3.d.Seeking a motion to recommend approval of the zoning map amendment from I-1 Office, Research, and Light Industrial District to R-4 Multiple-Family Residential District for the property identified as Lot 1 on the proposed Final Plat of 248th Avenue Apartments Re-Subdivision. 3.e.Seeking a motion to recommend approval of the requested site plan review for the property located at the northeast corner of W 127th Street and S 248th Avenue, subject to the stipulations in the staff report. 3.f.Seeking a motion to recommend approval of the Preliminary Plat of Subdivision of 248th 2 Plan Commission Page - 3 Avenue Apartments Re-Subdivision, in accordance with the reviewed plans, subject to the stipulations in the staff report. 3.g.Seeking a motion to recommend approval of the Final Plat of Subdivision of 248th Avenue Apartments Re-Subdivision, in accordance with the reviewed plans, subject to the stipulations in the staff report. DISCUSSION ADJOURN REMINDERS - April 10th - Committee of the Whole Workshop – 7:00 p.m. April 12th - Evening with the Mayor at 5:00 p.m. at the Village Hall April 17th - Village Board Meeting at 7:00 p.m. April 18th - Plan Commission/Zoning Board of Appeals at 7:00 p.m. 3 Plan Commission Record of Minutes Date: March 21, 2023 Location: Village Hall CALL TO ORDER Chairman Kiefer called the Plan Commission meeting to order at 7:18 p.m. immediately following the Zoning Board of Appeals meeting. ROLL CALL PRESENT: Commissioners Heinen, Minnis, Nicholson, Renzi, Seggebruch, Valerga, Womack and Chairman Kiefer. ABSENT: Commissioner Goins STAFF: Jake Melrose, Economic Development Director Amanda Martinez, Associate Planner Rachel Riemenschneider, Associate Planner APPROVAL OF MINUTES The Minutes of Plan Commission held on March 7, 2023 were approved as presented. PUBLIC COMMENTS No Public Comments. DEVELOPMENT REPORT The development report was given during the preceding Zoning Board of Appeals meeting. OLD BUSINESS No Old Business. NEW BUSINESS 1998-022823.VAR.FP: 15930 S. FREDERICK ST. – PLAINFIEDL FIRE DISTRICT STATION # 4 Mr. Melrose indicate that staff has nothing further to add to the staff report that was presented for the variance during the preceding Zoning Board of Appeals meeting. Chairman Kiefer swore in Jon Stratton, Plainfield Fire Chief. Chairman Kiefer asked for public comments. The commissioners had no questions or comments. Commissioner Womack made a motion to recommend approval of the Preliminary Plat of Subdivision of Plainfield Fire Protection Districts (Station 4), in accordance with the reviewed plans, subject to the following stipulation: 1. Compliance with the requirements of the Village Engineer. Second by Commissioner Minnis. Vote by roll call: Heinen, yes; Minnis, yes; Seggebruch, yes; Valerga, yes; Womack, yes; Renzi, yes; and Kiefer, yes. Motion carried 7-0. 4 Plan Commission Minutes March 21, 2023 Page 2 of 6 Commissioner Seggebruch made a motion to recommend approval of the Final Plat of Subdivision of Plainfield Fire Protection Districts (Station 4), in accordance with the reviewed plans, subject to the following stipulation: 1. Compliance with the requirements of the Village Engineer. Second by Commissioner Valerga. Vote by roll call: Heinen, yes; Minnis, yes; Seggebruch, yes; Valerga, yes; Womack, yes; Renzi, yes; and Kiefer, yes. Motion carried 7-0. 1984-110322.REZ.PP.FP: 16761 S. ROUTE 59 Commissioner Valerga made a motion to open the public hearing. Second by Commissioner Minnis. The motion carried unanimously by voice vote: Ayes: Heinen, Minnis, Renzi, Seggebruch, Valerga, Womack and Kiefer. Nays: None Mr. Melrose provided an overview of the request for rezoning, preliminary plat, and final plat. There was discussion about the future land use of this property in the Comprehensive Plan and what uses could develop this property based on that zoning. Chairman Kiefer swore in John Crane and Matt Gutzeit. Mr. Crane explained why they are pursuing the rezoning of the property. Chairman Kiefer asked the applicant if there have been any issues with their dealership down the road in Joliet. Mr. Crane explained they have to follow Illinois Motor Vehicle Act and explained it entails. Chairman Kiefer asked for public comments. Chairman Kiefer swore in Chris Smogur. Mr. Smogur spoke in opposition of the applications because he feels that the proposed applications change the character of the neighborhood and is not protecting the neighborhood. Chairman Kiefer asked the applicant to clarify the four dealerships and if the applicant understands they will still need to maintain the property if they purchase it. Mr. Crane explained there will be four different building that would house four different manufactures and he understands that they will need to maintain the vacant property. Chairman Kiefer swore in Sukhram Narine. Mr. Narine voiced his concern about water drainage, protecting the wildlife, flooding, and access to the site. The applicant addressed the water drainage concern and access to the site from route 59. Staff confirmed that a new development would need to manage their water drainage. Chairman Kiefer swore in Charles Winter. Mr. Winter voiced his concerns about the flooding of Rolf Road and lack of landscaping plan. The applicant addressed how they will be a good neighbor by limiting light pollution and they will be providing a significate landscaping buffer. 5 Plan Commission Minutes March 21, 2023 Page 3 of 6 Chairman Kiefer swore in James Sasaka. Mr. Sasaka voiced his concern about flooding in the open field and the dangerous intersection to the north at Dayfield Rd. and Route 59. Chairman Kiefer swore in Scott Hamburg. Mr. Hamburg is concerned about the developer wanting a signalized intersection, the detention pond’s stagnant water, hours of operation and over saturation of auto dealerships in the area. Chairman Kiefer swore in Gail Linhart. Ms. Linhart is concerned about the traffic, lights, noise and access for the future residential developmental. Mr. Crane addressed the access to future residential. Chairman Kiefer swore in Dave Boisdorf. Mr. Boisdorf wanted clarification on the water drainage system. Mr. Gutzeit explained how the water will drainage. Mr. Boisdorf is concerned about the water drainage. There was discussion about the Comprehensive Plan and the future land use zoning. Chairman Kiefer swore in Dale Riola. Mr. Riola is concerned about water drainage and traffic from testing driving. Mr. Crane addressed the testing driving routes. Chairman Kiefer swore in Ed Koziorowski. Mr. Koziorowski is concerned about water drainage. Chairman Kiefer reminded Mr. Smogur he is still under oath. Mr. Smogur voiced concerns about a farmer having access to farm the remaining acreage and light pollution. Mr. Smogur gave a petition opposing the project to staff. Chairman Kiefer reminded Mr. Boisdorf he is still under oath. Mr. Boisdorf inquired about what is the allowable distance per IDOT between signalized intersections. Mr. Gutzeit addressed his question. Commissioner Heinen asked the Mr. Gutzeit a series of questions regarding how the development will manage its stormwater, which the Mr. Gutzeit responded to. Commissioner Heinen made a recommendation to the Village Engineer that they consider the current groundwater issues in this area, so he proposes that there needs to be a “zero release” which require detention basin to be bigger. Commissioner Heinen made comments regarding future points access and emergency services access. Commissioner Heinen explained why he supports the rezoning. Commissioner Minnis recommended amply buffering to the neighborhood to the south and he supports the rezoning. Commissioner Renzi explained why he supports the applications. Commissioner Seggebruch suggested a 100-foot landscaping easement for the neighborhood to the south and that there needs to be a second access point for emergency services. Commissioner Seggebruch feels that they need more information before he can vote on the plats. Commissioner Womack suggested the Village look at the bigger picture for stormwater management with the DuPage River. There was discussion about the business hours. Mr. Crane stated that he will double the size of the buffering to sixty (60) feet for the south property line. There was discussion about the landscape easement and side setback. Commissioner Minnis suggested a stipulation in the motion for the sixty (60) foot landscape easement. 6 Plan Commission Minutes March 21, 2023 Page 4 of 6 There was discussion if an auto dealership is a permitted use in B-3 zoning district. Commissioner Renzi made a motion to close the public hearing. Second by Commissioner Womack. The motion carried unanimously by voice vote: Ayes: Heinen, Minnis, Renzi, Seggebruch, Valerga, Womack and Kiefer Nays: None There was discussion about what stipulations should be added to the motions. Commissioner Renzi made a motion to recommend approval of the zoning map amendment from R- 1 Single Family Residential District to B-3 Highway Business District for the property identified as Lot 1 on the proposed Preliminary/Final Plat of Subdivision of Hawk Auto Second by Commissioner Heinen. Vote by roll call: Heinen, yes; Minnis, yes; Seggebruch, yes; Valerga, yes; Womack, yes; Renzi, yes; and Kiefer, yes. Motion carried 7-0. Commissioner Womack made a motion to recommend approval of the Preliminary Plat of Subdivision of Hawk Auto, in accordance with the reviewed plans, subject to the following three (3) stipulations: 1. Compliance with the requirements of the Village Engineer; 2. Compliance with the requirements of the Plainfield Fire Protection District; and 3. Landscape easement on south property line of the property identified as Lot 1 on the proposed Preliminary/Final Plat of Subdivision of Hawk Auto will be a minimum of sixty (60) feet wide. Second by Commissioner Minnis. Vote by roll call: Heinen, yes; Minnis, yes; Seggebruch, yes; Valerga, yes; Womack, yes; Renzi, yes; and Kiefer, yes. Motion carried 7-0. Commissioner Minnis made a motion to recommend approval of the Final Plat of Subdivision of Hawk Auto, in accordance with the reviewed plans, subject to the following two (2) stipulations: 1. Compliance with the requirements of the Village Engineer; 2. Compliance with the requirements of the Plainfield Fire Protection District; and 3. Landscape easement on south property line of the property identified as Lot 1 on the proposed Preliminary/Final Plat of Subdivision of Hawk Auto will be a minimum of sixty (60) feet wide. Second by Commissioner Renzi. Vote by roll call: Heinen, yes; Minnis, yes; Seggebruch, yes; Valerga, yes; Womack, yes; Renzi, yes; and Kiefer, yes. Motion carried 7-0. 1997-022723.SPR: IMPACT CARE Ms. Martinez provided an overview of the site plan review application. Chairman Kiefer swore in David Nash, Chris Lavoie, and Dr. Sally Nwafor. Mr. Nash provided an overview of the project. Chairman Kiefer asked for public comments and there was no response from the public. 7 Plan Commission Minutes March 21, 2023 Page 5 of 6 There was discussion regarding the parking lot placement, parking space count, emergency services access, east elevation along Route 30, access points into the development, the private road through the commercial subdivision, the second future phase of this development, building materials (sample of material was provided for viewing), and patient’s length of stay. Commissioner Womack suggested the east elevation along Route 30 should be “dressed up” and sidewalk connectivity along the north edge of the property. Commissioner Renzi asked the applicant if they agree to add more visual articulation to the east elevation. Mr. Nash agreed to make changes. Commissioner Renzi is concerned that there is not enough parking. Mr. Nash explained that the facility is a controlled entry and how more parking could be added now. Dr. Nwafor addressed the parking, as well. Commissioner Minnis would like the applicant to give special attention to east most entrance point because of all the traffic from surrounding businesses. Mr. Lavoie addressed the access points. Commissioner Minnis also suggested moving the play area to the westside of the building. Mr. Nash stated it is the owner’s preference to have it on the eastside of the building. Commissioner Heinen asked Mr. Lavoie what his preference for the east most access point is. Mr. Lavoie explained why he prefers full access and Commission Heinen agreed. Commissioner Heinen suggested to make two lanes under the porte cochere and Mr. Lavoie agreed. Commissioner Minnis recommend approval of the site plan review for the proposed Reliance Children’s Healthcare medical facility on Lot 4 of the Rose Subdivision, subject to the following two (2) stipulations: 1. Compliance with the requirements of the Village Engineer; and 2. Compliance with the requirements of the Plainfield Fire Protection District. Second by Commissioner Seggebruch. Vote by roll call: Heinen, yes; Minnis, yes; Seggebruch, yes; Valerga, yes; Womack, yes; Renzi, yes; and Kiefer, yes. Motion carried 7-0. 2000-030623.SPR.PP.FP: DOLLAR TREE Commissioner Heinen stated he needs to be recused from this case and left the meeting. Ms. Martinez provided an overview of the site plan review, preliminary plat, and final plat applications. Chairman Kiefer swore in Richard Ogburn and Brett Hickey. Mr. Ogburn provide a brief overview of the development. Chairman Kiefer asked for public comments and there was no response from the public. There was discussion regarding the landscaping requirement and lighting on building. Mr. Ogburn agreed to the twelve landscaping plantings and indicated the cutsheets for the lighting on the building have been provided to staff. Commissioner Seggebruch suggested the landscape plantings should be on the northside of the building and not having a drive aisle between the two building. Mr. Ogburn indicated he will work with staff. 8 Plan Commission Minutes March 21, 2023 Page 6 of 6 Commissioner Womack asked staff to be mindful about landscaping being difficult to grow on the northside of the building due to lack of sunlight. Commissioner Seggebruch made a motion to recommend approval of the proposed site plan review for the project known as Dollar Tree, located at Lot 2 of the Menards Subdivision, subject to the following two (2) stipulations: 1. Compliance with the requirements of the Village Engineer; and 2. Compliance with the requirements of the Plainfield Fire Protection District. Second by Commissioner Valerga. Vote by roll call: Heinen, recused; Minnis, yes; Seggebruch, yes; Valerga, yes; Womack, yes; Renzi, yes; and Kiefer, yes. Motion carried 6-0. Commissioner Minnis made a motion to recommend approval of the preliminary plat of subdivision for the project known as Dollar Tree, located at Lot 2 of the Menards Subdivision, subject to the following two (2) stipulations: 1. Compliance with the requirements of the Village Engineer; and 2. Compliance with the requirements of the Plainfield Fire Protection District. Second by Commissioner Renzi. Vote by roll call: Heinen, recused; Minnis, yes; Seggebruch, yes; Valerga, yes; Womack, yes; Renzi, yes; and Kiefer, yes. Motion carried 6-0. Commissioner Valerga made a motion to recommend approval of the final plat of subdivision for the project known as the Dollar Tree located, at Lot 2 of the Menards Subdivision, subject to the following two (2) stipulations: 1. Compliance with the requirements of the Village Engineer; and 2. Compliance with the requirements of the Plainfield Fire Protection District. Second by Commissioner Minnis. Vote by roll call: Heinen, recused; Minnis, yes; Seggebruch, yes; Valerga, yes; Womack, yes; Renzi, yes; and Kiefer, yes. Motion carried 6-0. DISCUSSION There was discussion about if there will be road striping since there are some roads in need of restriping. Chairman Kiefer read the reminders. ADJOURN Plan Commission meeting adjourned at 10:08 p.m. Respectfully submitted by Tracey Erickson Tracey Erickson, Recording Secretary Click here to view the video of this Meeting. 9 TO: PLAN COMMISSION FROM: AMANDA MARTINEZ, ASSOCIATE PLANNER DATE: APRIL 5, 2023 SUBJECT: VAPE STORE SPECIAL USE CASE NUMBER 1995-021423.SU REQUEST: Special Use (Public Hearing) LOCATION: 16200 S. Lincoln Hwy, Unit 104 APPLICANT: Irfan Arif ZONING: B-3 Highway Business District COMP. PLAN: General Commercial DISCUSSION The applicant is seeking to operate a tobacco retail store at 16200 S. Lincoln Hwy, Unit 104. In accordance with Section 9-13 of the Zoning Ordinance, a tobacco retail use requires approval of a special use permit in the B-3 zoning district. Existing Conditions/Site Context The subject tenant is located at the northwest corner of Lincoln Hwy and Lily Cache Rd, in the plaza known as Lily Cache Plaza. The subject plaza is fully improved with a one-story, 22,265 square foot strip building on approximately 2.5 acres of land. Currently, there is a liquor store that has possession of a tobacco license within the plaza. The adjacent land uses, zoning, and street classifications are as follows: North: Webb Chevy (B-3) East: Unincorporated Residential; Lincoln Highway (Major Arterial) South: Law Offices (B-3); Todd’s Body Shop (B-3 PUD); Lily Cache Road (Major Collector) West: Unincorporated Residential ANALYSIS The applicant is requesting special use approval to operate a vape store, which is identified as a tobacco retail store and requires a special use permit per the Village’s Zoning Code. The John F. Argoudelis PRESIDENT Michelle Gibas VILLAGE CLERK TRUSTEES Harry Benton Kevin M. Calkins Patricia T. Kalkanis Cally Larson Tom Ruane Brian Wojowski 10 REPORT TO THE PLAN COMMISSION Page #2 of 3 1995-021423.SU 3/27/2023 16200 S. LINCOLN HIGHWAY UNIT 104 – VAPE STORE proposed business will be located in a multi-tenant commercial building at the northwest corner of Lincoln Highway and Lily Cache Road. The Lily Cache Plaza which consists of fourteen (14) tenant spaces currently occupied by a variety of types of businesses such as a sign shop, restaurant, barbershop, salon, tailor, shoe repair, supermarket, and liquor store. There are approximately seventy-four (74) parking stalls in the parking outlot and employee parking in the rear of the building. The business will have two employees, and the applicant plans to operate the business between the hours of 9:00 a.m. to 10:00 p.m. Monday through Friday and 10:00 a.m. to 9:00 p.m. on Sunday. The products that will be sold are vapes, CBD, Kratom & accessories; the applicant agrees not to sell any cigarettes, cigars, or tobacco bags. Staff deems that based on the in and out nature of the business and the number of expected customers per day, the proposed business will not negatively burden the parking existing on site. In accordance with Section 9-13 of the Zoning Ordinance, in order for the Plan Commission to recommend approval of a special use, it must make findings of fact, as follows: a.) The special use will not be injurious to the use and enjoyment of other property in the immediate area for the purposes already permitted, nor substantially diminish property values with the neighborhood; Staff finds that the proposed retail sales of tobacco and vape products will not be injurious to the use and enjoyment of the property surrounding the subject site. For retail sales, the Zoning Code requires one (1) space for every 300 square feet of floor area. The proposed business would occupy Unit 104, which is 3,000 square feet and would require ten (10) spaces. The strip center provides seventy-four (74) spaces in total for consumers, therefore, staff finds that the existing parking lot is sufficient to meet the needs of all end users in the building. b.) The establishment of the special use will not impede the normal and orderly development and improvement of the adjacent properties for uses permitted in the subject zoning district. Staff finds that if permitted, the special use will not disrupt the orderly development of adjacent properties in the surrounding area. The surrounding properties are either unincorporated or zoned as “B-3 Highway Business District”, and staff believes the proposed business at this location is a reasonable tenant despite the liquor store already selling tobacco products in the area. The plaza will see improvement in regard to filling a vacancy. CONCLUSION/RECOMMENDATION Staff finds that the proposed vape store will not have negative impacts on the surrounding properties and seeks input from the Plan Commission on the special use request at the proposed location. Based on the foregoing analysis, prior to public comments and direction from the Plan Commission, staff recommends approval of the special use permit. 11 REPORT TO THE PLAN COMMISSION Page #3 of 3 1995-021423.SU 3/27/2023 16200 S. LINCOLN HIGHWAY UNIT 104 – VAPE STORE Should the Plan Commission concur, the following motion is offered for your consideration: I move we adopt the findings of fact of staff as the findings of fact of the Plan Commission and, furthermore, recommend approval of the special use permit to operate a tobacco retail store at 16200 S. Lincoln Hwy, Unit 104. 12 2/28/23, 12:53 AM 16202 S Lincoln Hwy - Google Maps https://www.google.com/maps/place/16202+S+Lincoln+Hwy,+Plainfield,+IL+60586/@41.5880707,-88.1820586,72m/data=!3m1!1e3!4m13!1m7!3m6!1…1/2 Imagery ©2023 CNES / Airbus, Maxar Technologies, U.S. Geological Survey, Map data ©2023 20 ft 16202 S Lincoln Hwy Directions Save Nearby Send to phone Share 16202 S Lincoln Hwy, Plaineld, IL 60586 HRQ9+48 Plaineld, Illinois 16202 S Lincoln Hwy 16200 S LINCOLN Hwy, UNIT 104 PLAINFIED ,IL 60586 13 March 1st, 2023 Planning department 24401 Lockport St, Plainfield, IL 60544 Enclosed are: -A property owner consent form for the special use being requested -The legal description of the property in a word document file -An aerial image of the property -A list of the adjacent property owners and their addresses -A cover letter stating the nature of the special use including the reasons for it at the location (include the products being sold, how many employees, and hours of operation as well) The products sold at this location will be vapes, CBD, Kratom & accessories. We are not selling any cigarettes, cigars, & no tobacco bags. We plan to bring a lot of clientele from the local area that travel far currently to get products. The proposed location doesn’t have a vape store within the radius. We plan to provide authentic premium products and an ease of access to the community. We prioritize customer service and providing an alternative to tobacco products. We will have two employees working between the hours of 9am to 10pm Monday through Friday and 10am to 9pm on Sunday. We request that you review these documents for compliance and issue your approval at your earliest convenience. Should you require additional information or should there be the need for corrections, please bring this to our attention as soon as possible. Thank you for your assistance. Sincerely, StarCapitalGroup.INC 14 TO: PLAN COMMISSION FROM: AMANDA MARTINEZ, ASSOCIATE PLANNER DATE: APRIL 5, 2023 SUBJECT: SELF-STORAGE SPECIAL USE & SITE PLAN CASE NUMBER 1993-020223.SU.SPR REQUEST: Special Use & Site Plan Review LOCATION: 16202 S IL Route 59 APPLICANT: Big Rock Equities, LLC CURRENT ZONING: B-3 Highway Business District COMP. PLAN: General Commercial DISCUSSION The applicant, Big Rock Equities, LLC, is proposing to construct an 80,000 square-foot Extra Space Storage building generally located at the northwest corner of IL Route 59 and Fraser Road. The project would also consist of 21,000 square feet of rentable area for boats and RVs. The subject property is zoned B-3 Highway Business District in which boat and RV storage is permitted by right and self-storage is permitted through approval of a special use permit. The subject parcel is identified as General Commercial in the Comprehensive Land Use Plan. Existing Conditions/Site Context The subject site is approximately 9.1 acres of land, which wraps around the north and west of the adjacent church property that’s located at the hard corner. The subject parcel is currently unimproved, vacant land with vegetation along the north and east property lines. The adjacent land uses, zoning and street classifications are as follows: North: Vintage Harvest Commercial Subdivision (B-3 PUD) East: Vacant Commercial (B-3); IL Route 59 (Major Arterial) South: Plainfield Congregational UCC (B-3); Fraser Road (Major Collector) West: Vintage Harvest Residential Subdivision (R-1) John F. Argoudelis PRESIDENT Michelle Gibas VILLAGE CLERK TRUSTEES Harry Benton Kevin M. Calkins Patricia T. Kalkanis Cally Larson Tom Ruane Brian Wojowski 15 REPORT TO THE PLAN COMMISSION Page #2 of 6 1993-020223.SU.SPR 04/03/2023 16202 S RT 59 SELF-STORAGE SPECIAL USE AND SITE PLAN ANALYSIS The applicant is seeking zoning approvals to develop a self-storage facility northwest of IL Route 59 and Fraser Road. The 80,000 square-foot climate-controlled storage building will consist of a main office, customer service area, and storage units. There will be two (2) employees on site and the office will be open from 9:00 a.m. to 6:00 p.m., seven (7) days a week. The storage units/spaces can be accessed 24/7 by customers who rent a space as they will be provided a 24-hour key-card access. All loading and unloading to the storage units will be done indoors whether the consumer goes through the main entrance or around the building to the interior loading area. West of the main storage building will be 21,000 square feet of rentable area for boats and RVs, which equates to 98 parking spaces and a twenty-three (23) garage spaces. The applicant has identified area on the site plan for a 20,000 square-foot expansion of the main storage building to go over the outdoor boat/RV parking. If the expansion is pursued, a site plan review will be needed at that time. SPECIAL USE FOR A SELF-STORAGE FACILITY In order for the Plan Commission to recommend approval of the requested special use permit, the applicant must demonstrate two findings of fact. Staff outlines the required findings and supporting facts as follows: a. The special use will not be injurious to the use and enjoyment of other property in the immediate area for the purposes already permitted, nor would it substantially diminish property values; Staff finds that the special use, if approved, will not be injurious to the use and enjoyment of the surrounding property in the immediate area. Regarding the commercially zoned adjacent parcels, the commercial buildings including the church have their rear of the buildings facing the proposed self-storage, and the vegetation between the church and the subject site is to remain as it is not on the applicant’s property. The subject site’s rear yard is located adjacent to a residential district and there will be a buffer yard of 30 feet between any building that gets developed on the subject site and the shared east lot line. As any development would be inconvenient in a resident’s back yard, staff finds that self-storage facilities being a low-traffic generator will be less of an issue than a high-traffic end user. Additionally, staff seeks input from the Plan Commission on any items that may further alleviate an inconvenience to neighboring residents. b. The establishment of the special use will not impede normal and orderly development and improvement of the adjacent properties for uses permitted in the subject zoning district. With landscaping, fencing, and storage services to be available, staff does not see the development hindering additional development in the area. The use is compatible with the trend of development in the area. The residential developments in the general area bring consumers who need storage services. Furthermore, commercial developments have been steadily growing along Route 59. 16 REPORT TO THE PLAN COMMISSION Page #3 of 6 1993-020223.SU.SPR 04/03/2023 16202 S RT 59 SELF-STORAGE SPECIAL USE AND SITE PLAN SITE PLAN REVIEW Access / Circulation The site will be accessible by both IL Route 59 and Fraser Road. The access point along IL Route 59 is a right-in right out, utilizing the existing driveway that has been used to access the site. The access point along Fraser Road is a full access for ingress/egress to the site. The signs located at the entrances will be reviewed upon a formal sign permit application. From Fraser Road, consumers are led down the internal drive to get to the other end of the property where the building is located. The consumer would go toward the north elevation to get around the building to access the internal loading lane. As self-storage facilities are low impact traffic generators, staff submits that the proposed access will not be burden surrounding properties. An autoturn exhibit has been provided to and reviewed by the Fire District as the site plan approval is contingent on the Fire District’s review and approval. The exhibit illustrates a fire truck’s typical movement throughout the site. The traffic committee has reviewed the site plan and did not share too much concern other than the sharp looking turn at the corner where the outdoor storage area adjoins the retention pond; staff will look to identify if it is of major concern and address the internal circulation issue at final engineering review if it is of concern. Staff approached the applicant with the suggestion of allowing an easement to the church property for access to the internal drive off of Fraser Road. Village engineers support having an easement between the two commercially zoned properties because the Village would like to realign curb cuts and the church’s existing access off of Fraser Road would be the one to get eliminated. With self-storage facilities being low-traffic generators, the applicant did not want to agree without knowing who the long-term end user of the church’s property would be if it did develop into a busier commercial use. The applicant is open to a conversation with Village engineers on the topic at a later date if a new development or end user is proposed on the church’s property. Parking The Village’s parking schedule table of Article IX Parking & Off-loading does not specifically provide a parking regulation for self-storage facilities. The number of times consumers visit, and the varying hours of usage creates a difficulty in defining required parking spaces. In this circumstance, similar to the approval process of past self-storage facilities in the area, staff gathered parking counts from nearby, existing facilities and utilized insight of business’s operations to determine if the proposed parking is justifiable. The proposed site plan provides 9 parking spaces for consumers, one of the stalls being dedicated for ADA accessibility. The 98 parking spaces within the boat and RV parking area are rentable so they do not get counted toward required parking. The internal loading area acts as temporary parking for consumers and does help justify the reduction of parking in this case. Staff finds that the parking provided on site is sufficient to its use. Parking count at nearby existing self-storage facilities: • Cubesmart, 14203 IL-59, Plainfield, IL 60544: 4 spaces • Cubesmart, 12408 S Industrial Dr E, Plainfield, IL 60544: 4 spaces • Next Door Self Storage, 24707 W 143d St, Plainfield, IL 60544: 34 spaces 17 REPORT TO THE PLAN COMMISSION Page #4 of 6 1993-020223.SU.SPR 04/03/2023 16202 S RT 59 SELF-STORAGE SPECIAL USE AND SITE PLAN Zoning Ordinance Compliance Staff notes the following with respect to additional development standards of the B-3 zoning district not discussed above: Development Standard Required Provided Minimum Lot Area (sf) 43,560 sf 395,449 sf Minimum Lot Width (sf) 100 ft 388 ft Maximum Building Height 35 ft 17’6” majority of building; 27’10” at corner pop up Floor-Area Ratio 0.4 0.24 without expansion; 0.31 with expansion Minimum Front Setback 30 ft complies Minimum Interior Side Setback 15 ft complies Minimum Rear Setback 30 ft complies Minimum Corner Side Setback 30 ft complies Stormwater Final engineering review is not required at the time of site plan review or special use request. The applicant is proposing a stormwater retention area that fronts Fraser Road. The proposed detention pond is 1.4 acres, which may fluctuate upon the Village engineers’ review. Staff is aware of the flooding concerns in the residential district to the east of the subject property and hopes the proposed detention pond can alleviate any standing water issues. Elevations / Façade / Architecture The principal storage building illustrates that the upper half of the wall will be EIFS. On the east elevation, which is the front façade of the building, there will be a grey-toned stone veneer that is to be carried to the tops of the window. The applicant provided a focal point at the storefront area, black metal canopies above all windows, and large windows for architectural enhancement. The stone veneer is only on the front façade, with a return on the south elevation, and the rest of the elevations will have a grey metal base knee wall. The principal storage building will be the only building fronting a right-of-way, which is Route 59. There will be 22 drive up unit doors on the north elevation of the principal storage building, which faces the interior yard. The loading doors that are used for the internal drop off area are located on the north and south elevations. The RV/boat garage structure is located to the rear of the principal building and is 17’6” in height. The garage structure consists of all EIFS material and has 23 garage unit doors. Both the storage and garage structure are proposed with bright green unit doors in order to align with Extra Space Storage’s branding colors. Staff interpreted the bright green color as an accent area color that can justify conformity with the below line of the Code: 18 REPORT TO THE PLAN COMMISSION Page #5 of 6 1993-020223.SU.SPR 04/03/2023 16202 S RT 59 SELF-STORAGE SPECIAL USE AND SITE PLAN Sec. 9-116(1)(i): Any facade or roof color incorporated in a commercial structure shall be of low reflective, subtle, and of neutral or earth tones; the use of high-intensity or metallic colors shall be prohibited. Building trim and accent areas may feature brighter colors, including primary colors, but exposed neon tubing shall be prohibited from building trim or accent areas. Staff submits that the architecture and facades generally conform to the site plan review ordinance and staff seeks input on its consistency with the surrounding properties. Landscaping The landscape plan for this project provides 107 shade and ornamental trees, 736 flowering and evergreen shrubs, and 184 perennials and groundcovers on site. The Fraser Road frontage has 160 plantings; The Route 59 frontage has 154 plantings and a 2-foot berm or grade drop. The west buffer yard that is adjacent to the residential home includes 346 planting units additional to the existing vegetation that will remain on the property. The applicant provided a tree survey and staff finds that tree preservation is apparent in this project. The existing tree lines are remaining unless they have been recommended for removal, for example, the applicant is removing dead ash trees and replacing them. The landscape plan reflects the applicant complying with staff’s suggestion of placing any replacement trees along the west lot line for further screening in the buffer yard. Staff submits that the landscape plan conforms with the requirements of the site plan review ordinance and the applicant has provided sufficient landscaping on the subject site. Lighting The applicant submitted a photometric plan that illustrates the lighting proposed on the subject site. The Zoning Ordinance requires a maximum of 0.5 footcandles at the lot lines of a proposed development, except at an ingress/egress point. Along the western lot line, which abuts the residential district, the plan indicates 0.0 footcandles which ensures there will not be lighting spillage to those adjacent properties. Along the lot lines adjacent to the commercial properties, the lighting exceeds the maximum of 0.5 footcandles; staff is working with the applicant to ensure the commercial properties do not receive excess lighting. The photometric plan shows lighting on all elevations of the main storage building for security purposes throughout the site especially since there is an internal loading area that is accessible to customers 24/7. Staff has requested the lighting proposed on the elevations to be downlit and specifically not wall packs. There are light poles proposed in the boat/RV parking area and along the internal drive next to the retention pond for safety and security on site. There are no proposed light poles along the western lot line. Additionally, the light poles will not exceed the height of the principal storage building. Fencing Additionally, per Village Code and the applicant’s interest for security on site, the site plan proposes fencing around the outdoor storage of boats and RVs. The fence around the outdoor storage area will be eight (8) feet in height, the maximum fence height allowed in the commercial districts, and constructed of PVC to provide a privacy style fence for screening purposes. This 19 REPORT TO THE PLAN COMMISSION Page #6 of 6 1993-020223.SU.SPR 04/03/2023 16202 S RT 59 SELF-STORAGE SPECIAL USE AND SITE PLAN outdoor storage area, along with the principal storage building will be selective on visitors through a gate that requires the customer’s key-card access. CONCLUSION Staff submits that the findings of fact can be demonstrated to support approval of the special use permit request. The proposed development is in conformance with the site plan review ordinance and Village standards for the B-3 district. Prior to public comments and direction from the Plan Commission, staff recommends approval of the proposed site plan. Should the Plan Commission concur, the following motion is offered for your consideration: SPECIAL USE I move we adopt the findings of fact of staff as the findings of fact of the Plan Commission, and furthermore, recommend approval of the special use permit for the proposed self-storage facility generally located at the NWC of IL Route 59 and Fraser Road, subject to the following two (2) stipulations: 1. Compliance with the requirements of the Village Engineer; and 2. Compliance with the requirements of the Plainfield Fire Protection District. SITE PLAN I move we recommend approval of the site plan review for the proposed self-storage facility generally located at the NWC of IL Route 59 and Fraser Road, subject to the following two (2) stipulations: 3. Compliance with the requirements of the Village Engineer; and 4. Compliance with the requirements of the Plainfield Fire Protection District. 20 16202 S ROUTE 59 County of Will, Maxar, Sources: Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS, FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, Utility Addresses Village Address Points Parcels Plainfield Municipal Boundary 3/15/2023, 8:19:32 AM 0 0.06 0.110.03 mi 0 0.09 0.180.04 km 1:4,514 Plainfield Staff County of Will, Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USDA | Plainfield GIS | NPMS National Repository | Will County GIS | County of Will, Maxar |21 605.67FFE604.66FFE604.60FFE604.64FFE596.2596.4596.2 59 9 .1 5 99 .1599 .4599.5BUILDING1 STORY80,000 SF243'265' INTERIOR LOADING 26'DETENTIONPOND1.4 AC.5' PARKING & LANDSCAPESETBACK15' BUILDING SETBACK25'5' PARKING & LANDSCAPESETBACK20' BUILDING SETBACKFRASER ROADIL ROUTE 59 30' BUILDING SETBACK20' PARKING & LANDSCAPESETBACK30' BUILDING SETBACK20' PARKING & LANDSCAPESETBACK30' BUILDING SETBACK30' BUILDING SETBACK20' PARKING & LANDSCAPESETBACK8' x 6' MONUMENT SIGNOUTSIDE OF VISIONTRIANGLELANDSCAPE SCREENING 330'10'45.5'FUTURE BUILDINGEXPANSION20,000 SF (67' x 330')OFFICE900 SFEXISTING DRIVEWAYTO BE UTILIZED23 RV / BOAT GARAGES 50'357'58'45'55'40'33' 25'10'5.4'4' x 3' MONUMENT SIGNOUTSIDE OF VISIONTRIANGLEOVERHEADDOOROVERHEADDOOR25'36'30'ADDITIONAL FUTUREBUILDING EXPANSION25,740 SF (78' x 330')OPEN ORCARPORTPARKING24.5'18.5'10'10'IL ROUTE 59 & FRASER ROADPLAINFIELDILLINOISCONCEPTUAL SITE PLANPLAINFIELD PARCELN:\2022\221370\Drawings\ACAD\LD\S01\Design Drawings\Concept Site Plan221370_opt6.dwg3/7/2023SCALE: 1"=100'050100DATE: 03-06-23www.v3co.com7325 Janes AvenueWoodridge, IL 60517630.724.9200 phoneSITE DATASITE AREA = 9.164 AC.STANDARD SPACES= 8ADA SPACES= 1TOTAL SPACES= 9RV / BOAT SPACES= 75RV / BOAT GARAGES= 2322 23 24 GRADE EL: +0'-0" T/ROOF EL: +16'-0" T/ LOW PAPAPET EL: +17-6" T/ HIGH PAPAPET EL: +27-10" GRADE EL: +0'-0" T/ROOF EL: +16'-0" T/ LOW PAPAPET EL: +17-6" T/ HIGH PAPAPET EL: +27-10" GRADE EL: +0'-0" T/ROOF EL: +16'-0" T/ LOW PAPAPET EL: +17-6" T/ HIGH PAPAPET EL: +27-10" GRADE EL: +0'-0" T/ROOF EL: +16'-0" T/ LOW PAPAPET EL: +17-6" T/ HIGH PAPAPET EL: +27-10" EAST ELEVATION SOUTH ELEVATION WEST ELEVATION NORTH ELEVATION511 4 82 1 7 6 9 2 7 1 4 43 7 1 11 11 10 8 119 1110 3 4 3 9 3 9 12 ELEVATIONS 8'0 16'32'64' 1/32" = 1'-0" © 2 022 SULLIVAN GOULETTE & WILSON, LTD. / SGWARCH.COM 16202 ROUTE 59 S PLAINFIELD, IL N MARCH 10, 2023 KEYNOTES SIGNAGE EFIS/METAL METAL COPING, COLOR : TBD METAL CANOPY, SUBJECT TO CHANGE DRIVE UP UNIT DOOR, COLOR : TBD VENEER STONE OR SIMILAR PRODUCT (NO SPLIT FACE CMU) 1 2 3 4 5 6 STOREFRONT SYSTEM LOADING DOOR EFIS, COLOR: TBD EFIS, COLOR: TBD METAL BASE EFIS TRIM, COLOR: TBD 7 8 9 10 11 12 25 SITE PERSPECTIVE © 2022 SULLIVAN GOULETTE & WILSON, LTD. / SGWARCH.COM 16202 ROUTE 59 S PLAINFIELD, IL N MARCH 10, 2023 26 SITE PERSPECTIVE © 2 022 SULLIVAN GOULETTE & WILSON, LTD. / SGWARCH.COM 16202 ROUTE 59 S PLAINFIELD, IL MARCH 10, 2023 27 SITE PERSPECTIVE © 2 022 SULLIVAN GOULETTE & WILSON, LTD. / SGWARCH.COM 16202 ROUTE 59 S PLAINFIELD, IL MARCH 10, 2023 28 SITE PERSPECTIVE © 2 022 SULLIVAN GOULETTE & WILSON, LTD. / SGWARCH.COM 16202 ROUTE 59 S PLAINFIELD, IL MARCH 10, 2023 29 EXAMPLE STONE VENEER 30 John F. Argoudelis PRESIDENT Michelle Gibas VILLAGE CLERK TRUSTEES Harry Benton Kevin M. Calkins Patricia T. Kalkanis Cally Larson Tom Ruane Brian Wojowski TO: PLAN COMMISSION FROM: RACHEL RIEMENSCHNEIDER, ASSOCIATE PLANNER MEETING DATE: APRIL 5, 2023 SUBJECT: REPORT TO THE PLAN COMMISSION 248TH AVE APARTMENTS CASE NUMBER 2001-030723.AAA.SU.REZ.SPR.PP.FP REQUEST: Annexation Agreement Amendment Special Use Amendment (Public Hearing) Zoning Map Amendment (Public Hearing) Site Plan Review Preliminary Plat of Subdivision Final Plat of Subdivision APPLICANT: AR Building Company, Inc. LOCATION: Northeast corner of W 127th Street and S 248th Street ZONING: I-1 PUD (Office, Research, and Light Industrial District) COMP PLAN: Medical District DISCUSSION The applicant, AR Building, is proposing a 13.3-acre residential development for the property generally located at the northeast corner of W 127th Street and S 248th Avenue (PINs: 07-01-28- 301-001-0000, 07-01-28-301-002-0000, 07-01-28-301-003-0000). The proposed development would include 192 apartment dwelling units (in four apartment buildings) and 8 townhome dwelling units (in two townhome buildings). The proposed gross density is 15 dwelling units per acre. This proposal requires the following action: • Annexation Agreement Amendment to Ordinance 2434 (2004) • Special Use for Planned Development Amendment to Ordinance 2437 (2004) • Zoning Map Amendment to rezone approximately 13.3 acres from I-1 Office, Research, and Light Industrial District to R-4 Multiple-Family Residential District • Site Plan Review for four (4) apartment buildings (192 units), two (2) townhome buildings (8 units), a club house, and common area 31 REPORT TO THE PLAN COMMISSION Page #2 of 10 248TH AVE APARTMENTS 4/5/2023 CASE NUMBER 2001-030723.AAA.SU.REZ.SPR.PP.FP • Preliminary and Final Plat of Subdivision to combine the three (3) existing parcels into one (1) parcel EXISTING CONDITIONS Site Context The subject site is located at the northeast corner of W 127th Street and S 248th Avenue, directly west of Edward-Elmhurst Hospital. These parcels are currently vacant, unimproved land. The adjacent land uses, zoning, and street classifications are as follows: North: Single Family Residential – Northpointe (R-1 PUD) East: Edward-Elmhurst Hospital (I-1 PUD) South: W 127th St (Minor Arterial); Single Family/Townhome Residential – Bronk Farm (R-1 PUD) West: S 248th Avenue (Major Collector); Vacant (B-1 PUD); Daycare – The Children’s Courtyard (B-1 PUD) History The subject property, along with the Edward-Elmhurst Hospital campus to the east, was annexed into the Village of Plainfield in 2004 (Ord. 2435). Along with this action, the Village approved: an annexation agreement (Ord. 2434); rezoning from R-1 to OCI (Office, Commercial, and Institutional District), which is now equivalent to the I-1 zoning district (Ord. 2436); and a special use for planned development (Ord. 2437). On the concept plans included in the annexation agreement, the subject property is identified as the “outlots”. ANNEXATION AGREEMENT AMENDMENT The applicant seeks to amend several items within the annexation agreement (Ord. 2434), including permitted uses and building height. Depending on the discussion of the Plan Commission, other standards may need to be amended as well. Those items include: materials of trash enclosure, landscape berm in north buffer yard, and architectural design (see details in Site Plan Review section below) The original annexation agreement outlines “permitted” and “special use” uses on the subject property. While some of those uses are residential in nature (most notably, “Dwelling units, ancillary to another permitted use” and “Senior housing – independent, assisted, and skilled care”), “multi-family dwelling” and “townhouse” are not identified as permitted uses on the subject property. The amendment to this annexation agreement would include “Multi-family dwelling” and “Townhouse” as permitted uses. The amendment would also specify that the residential density permitted on the property shall not exceed 15 dwelling units per acre. The annexation agreement allows a maximum height of 45 feet for buildings in the outlots. The proposed apartment buildings are 47’ 3”. This does not comply with the annexation agreement, but does comply with the R-4 zoning district standards (maximum height of 48 feet). The amendment would also include a maximum height of 48 feet. 32 REPORT TO THE PLAN COMMISSION Page #3 of 10 248TH AVE APARTMENTS 4/5/2023 CASE NUMBER 2001-030723.AAA.SU.REZ.SPR.PP.FP The annexation agreement amendment will also require the developer to pay Library District, School District, Park District, and Fire Protection District fees, which were waived for non- residential uses in the original annexation agreement. SPECIAL USE FOR PLANNED DEVELOPMENT AMENDMENT (PUBLIC HEARING) The Planned Development (PD) approach provides the flexibility needed to promote innovative and creative land development that achieves the community vision outlined in the comprehensive plan. The variances that the applicant would include in the special use are those listed above in the annexation agreement amendment, as well as increasing the maximum dwelling units per building from 24 units to 51 units. In order for the Plan Commission to recommend approval of a special use, the applicant must demonstrate two findings of fact based on the specific circumstances of the project. Staff outlines the required findings and supporting facts as follows: a. The special use will not be injurious to the use and enjoyment of other property in the immediate area for the purposes already permitted, nor would it substantially diminish property values; Staff deems that the proposed planned development would not be detrimental to adjacent properties nor would it diminish property values. A landscaping buffer is proposed along the northern boundary of the development to minimize impacts on adjacent property owners. The shortest distance (measured building to building) between the homes in Northpointe and the proposed development are: +/- 245 feet from apartments and +/- 190 feet from townhomes. The architecture of the buildings is also residential in nature, as opposed to the more institutional and commercial design that is required by the original annexation agreement. b. The establishment of the special use will not impede normal and orderly development and improvement of the adjacent properties for uses permitted in the subject zoning district. Staff believes that the proposed development would not impede development of other properties in the area. The only adjacent property that has not been developed is to the west across S 248th Avenue. It is zoned B-1 Neighborhood Convenience District. The increased residential density in this area should encourage potential commercial development at this corner. Separately, there are additional findings that must be demonstrated in order to recommend approval of a planned development. Staff outlines the required findings and supporting facts as follows: c. The planned development fulfills the objectives of the comprehensive plan and the land use policies of the Village and presents an innovative and creative approach to the development of land and living environments; 33 REPORT TO THE PLAN COMMISSION Page #4 of 10 248TH AVE APARTMENTS 4/5/2023 CASE NUMBER 2001-030723.AAA.SU.REZ.SPR.PP.FP Staff believes that the variety of dwelling unit types and the recreational amenities proposed by the applicant would advance goals of the Village’s Comprehensive Plan including to “Expand the diversity of quality, attractive, and safe neighborhoods within the Village of Plainfield,” and “Encourage neighborhoods with a friendly and comfortable ambiance, including the conservation and enrichment of existing neighborhoods and prudent development of new neighborhoods that are compatible with the character of the Village.” While the Future Land Use Plan shows this area to be part of a Medical District, the Medical District has developed as residential (HarborChase of Plainfield, Bronk Farm and Northpointe), with the exception of Edward-Elmhurst Hospital and the commercial area off of Van Dyke. There has not been a demand for medical users at this location while, since the construction of the hospital, there have been several medical clinics built along Route 59. d. The proposed land uses fulfill, or can reasonably be expected to fulfill, a need or demand for such uses within the Village; Staff believes that with the increasing popularity in rental and multifamily residential development in the region, the proposed townhome and multifamily development would offer desirable housing options to meet this demand. e. The physical design of the planned development efficiently utilizes the land, adequately provides for transportation and public facilities, and preserves natural features of the site, and that the property is suitable for the proposed purposes and land uses; This development has been designed in order to retain most of the existing trees on-site. In addition, the developer is providing a club house, pool, and dog park for the potential residents’ enjoyment. A new sidewalk along S 248th Avenue would provide a connection between the existing sidewalks along W 127th Street and adjacent to Northpointe. Additionally, the traffic impact study completed by KLOA indicated that “The area roadway system generally has sufficient reserve capacity to accommodate the traffic to be generated by the proposed development and no additional roadway improvements or traffic control modifications are required.” f. Any exceptions to bulk and density regulations of the underlying zoning shall be solely for the purpose of promoting an efficient and coordinated site plan, no less beneficial to the residents or occupants of such development, as well as the neighboring property, than would be obtained under the bulk and density regulations of this ordinance for buildings developed on separate zoning lots; The only change the applicant is requesting from the underlying zoning district is the number of units per structure. The R-4 District restricts apartment buildings to a maximum of 24 units per buildings. The buildings in this development have 51 units (buildings 1 and 4) and 45 units (buildings 2 and 3). The applicant has indicated that the larger buildings allow them to install elevators, which is a benefit for residents (especially those with mobility challenges). 34 REPORT TO THE PLAN COMMISSION Page #5 of 10 248TH AVE APARTMENTS 4/5/2023 CASE NUMBER 2001-030723.AAA.SU.REZ.SPR.PP.FP g. The planned development meets the requirements and standards of the planned development regulations; The proposed planned development generally complies with the requirements of the planned development standards in the zoning code. h. Open spaces and recreational facilities are provided; The proposed development has planned multiple recreational open spaces in the community. A private community clubhouse, with a pool, is located in the center of the subdivision. The applicant is also proposing a dog park for residents’ use. i. The planned development is compatible with the adjacent properties and the neighborhood, and along the periphery of the planned development, yards or setbacks shall be provided that meet or exceed the regulations of the district in which the planned development is located; Staff understands that the proposed community is denser than the surrounding existing or upcoming single-family residential subdivisions. However, staff also sees the need for multi- family housing in the community. The applicant has proposed vegetation buffers and quality architectural design to be harmonious with the surrounding communities. Staff seeks the Plan Commission’s feedback regarding the density of this development. j. That the land uses permitted are necessary or desirable and are appropriate with respect to the primary purpose of the planned development; Staff believe that the proposed multifamily land use is desirable and that the variation of dwelling unit types proposed by the applicant would enhance local residential market with more choices. k. That the land uses are not of such a nature, or so located, as to exercise a detrimental influence on the surrounding neighborhood. Staff submits that the location of the proposed planned development generally is appropriate in the area. Staff understands the concerns about traffic in this area, but also relies on the traffic impact study which indicates that this development would not have an overwhelming influence on the current traffic issues, particularly during peak hours. Staff also believes that the buildings have been arranged on the site to make the least impact on neighbors. The smaller buildings with less density– the two townhome buildings – are closest to Northpointe. In addition, the shorter end of the closest multifamily building is facing north, minimizing the appearance of the buildings massing from Northpointe. ZONING MAP AMENDMENT ANALYSIS The applicant is seeking to rezone approximately 13.3 acres from I-1 Office, Research, and Light Industrial District to R-4 Multiple-Family Residential District. The Village must establish the following findings of fact prior to a zoning map amendment. Staff believes that the findings have been met per the proposed rezoning request. 35 REPORT TO THE PLAN COMMISSION Page #6 of 10 248TH AVE APARTMENTS 4/5/2023 CASE NUMBER 2001-030723.AAA.SU.REZ.SPR.PP.FP a. That the rezoning promotes the public health, safety, comfort, convenience, and general welfare, and complies with the polices and plans of the Village; Because this is a residential use, staff believes it would not endanger the health, safety, comfort, convenience, and welfare of the other surrounding residential developments. At the same time, the adjacent medical users have existed harmoniously with current residential neighborhoods; therefore staff believes the existing medical uses would not be to the detriment of the potential residents in the proposed development. The rezoning request from I-1 to R-4 supports the Comprehensive Plan (2013) goals to “Expand the diversity of quality, attractive, and safe neighborhoods within the Village of Plainfield,” and “Encourage neighborhoods with a friendly and comfortable ambiance, including the conservation and enrichment of existing neighborhoods and prudent development of new neighborhoods that are compatible with the character of the Village.” Staff acknowledges that the rezoning is not consistent with the Future Land Use map, the majority of the Medical District has not developed as intended, as described above. b. That the trend of development in the area is consistent with the requested rezoning; The trend of development is consistent with this proposal given both the demand for multifamily housing throughout the Village and the new residential development in this area. The new apartment developments in the Village – including Legacy, Sixteen30 and Seasons – have been leasing apartments very quickly and have low vacancy. This demonstrates that there is a strong desire for apartment living in Plainfield. c. That the new zoning requested allows uses that are more suitable than those allowed under the existing zoning; The existing zoning, in conjunction with the current Annexation Agreement, allows for primarily medical and office uses. While there have been medical clinics developed in the Village recently, those uses are seeking higher-traffic corridors, such as Route 59. At the same time, the Village has not been approached by medical or office developments regarding this property. Additionally, staff proposes that medical or offices users may be less compatible with the adjacent residential uses than the proposed multifamily and townhome development. d. That the property cannot yield a reasonable use under the existing zoning; and This property has been vacant for nearly 20 years since it’s annexation in 2004. The applicant has indicated that the seller required them to include a stipulation in their contract that the property would not have a medical user, which eliminates nearly half of the permitted uses listed in the annexation agreement. e. That the rezoning would not alter the essential character of the neighborhood, nor would it be a substantial detriment to adjacent properties. The Village’s Zoning Ordinance has measures in Section 9.61.2 Transitional Yards that provides certain standards and criteria for a developer to meet when a multifamily development abuts a residentially zoned lot. The developer has provided a densely landscaped area along the north property line. This is in addition to Northpointe’s 36 REPORT TO THE PLAN COMMISSION Page #7 of 10 248TH AVE APARTMENTS 4/5/2023 CASE NUMBER 2001-030723.AAA.SU.REZ.SPR.PP.FP common area (approximately 80 feet wide at its narrowest). The proposed apartment buildings are 48 feet tall, which meets the R-4 zoning district maximum height requirement. They are also only 4 feet taller than the medical office building on the Edward-Elmhurst Campus. SITE PLAN REVIEW A. Land Plan Site Plan The overall site encompasses approximately 13.3 acres. The plan includes 4 apartment buildings and 2 townhome buildings, recreational open space, a private clubhouse, pool, dog park, and stormwater management. The table below shows the details of the proposed residential buildings within the development: Table 1. Building Summary Number of Buildings 1 bedroom 2 bedroom 3 bedroom Apartments (47’ 3” in height) 4 buildings 100 units 92 units 0 units 45 – 51 units per building 758 – 845 sq ft 973 – 1,242 sq ft - Townhomes (33’ 8” in height) 2 buildings 0 units 4 units 4 units 4 units per building - +/-1,400 sq ft +/-1,900 sq ft Total 6 buildings 100 units 96 units 4 units 758 – 845 sq ft 973 – +/-1,400 sq ft +/-1,900 sq ft The development would have a density of 15 dwelling units per acre, which is the maximum in R-4 zoning districts. The private clubhouse would be 3,380 square feet and include a mail area, fitness center, lounge, and sales office. Access and Circulation The project provides two points of access, both off S 248th Avenue. The southern access point would be restricted, right-in/right-out. The northern access point, which is aligned with the access drive on the west side of S 248th Avenue, would be full access and features a landscape area. The applicant has informed staff that they inquired about connecting to the access drive that circulates the Edward-Elmhurst campus. The owner of that property indicated that the applicant would not be permitted access. However, part of that drive is on the subject property. They have provided an access easement on this area. 37 REPORT TO THE PLAN COMMISSION Page #8 of 10 248TH AVE APARTMENTS 4/5/2023 CASE NUMBER 2001-030723.AAA.SU.REZ.SPR.PP.FP Regarding pedestrian circulation, the applicant has provided for a public sidewalk along S 248th Avenue to connect existing sidewalks at Northpointe and S 127th Street. There is also a network of internal sidewalks connecting each building to parking areas and the recreational amenities. Parking The applicant has proposed 355 parking spaces for the development; see the table below for details on parking spaces. According to the Village’s Parking Code townhomes require 2 parking spaces per dwelling unit and apartments require 1.5 parking spaces per dwelling unit. Based on the code requirement, 304 parking stalls would be required. The applicant has also provided 50 bicycle parking spaces; Village code requires 48 spaces. The number of proposed parking stalls and bicycle parking spaces complies with the code. Table 2. Parking Summary Use Type of Parking Space Number of Spaces Provided Apartments Standard Surface parking spaces 322 Accessible Surface parking spaces 9 Bicycle 50 Townhomes Driveway spaces 12 Garage space 12 TOTAL (excluding bicycle) 355 Elevations The applicant has provided the proposed building elevations for review. Both the townhome and apartment buildings include red brick, white vinyl siding, and dark grey shingles. The current elevations do not comply with the annexation agreement, however staff does acknowledge that those standards are more appropriate for commercial or institutional uses. For example, they do not address the use of siding as an exterior material, which gives the apartment buildings a more residential character. Staff has asked the applicant to provide a third, high-quality material to the exterior of the buildings and an additional architectural element on the ground floor to add visual interest, both of which are requirements of the annexation agreement. The applicant seeks the Plan Commission’s guidance on appropriate architecture for this area and uses. The applicant has also provided a trash enclosure elevation. The corners of the trash enclosure are brick, however the sides are described as “chain link fencing w/ slats”. This does not conform with the annexation agreement requirements, which state “Such enclosures shall be of masonry or wood construction.” Staff seeks the Plan Commission’s input on the appropriate materials for the trash enclosure. School and Park Site Obligation The applicant is currently working with the school district regarding a fee in lieu of land donation for this proposed development. 38 REPORT TO THE PLAN COMMISSION Page #9 of 10 248TH AVE APARTMENTS 4/5/2023 CASE NUMBER 2001-030723.AAA.SU.REZ.SPR.PP.FP For the park impact, the applicant plans to meet the park site obligation with cash in lieu for the acreage obligation. They are currently working with the Plainfield Park District. Engineering / Stormwater Management The applicant has provided a stormwater basin on the east side of the property. The project’s engineer has indicated that much of the required detention for this site is accommodated by the existing detention on the east side of the hospital. The stormwater calculations will be confirmed through the final engineering review; engineering approval is not required during consideration of the zoning entitlements. B. Landscape Plan The applicant has submitted an overall landscape plan for the project. The plan includes tree preservation, parkway tree plantings, foundation landscaping, buffering on the north property line, and landscaping in the front & corner side yards. It exceeds the number of plantings required by code and by the annexation agreement. The current plan does not include a berm, which is required by the annexation agreement – “Buffers shall be required along the boundary of the Subject Property where it is immediately adjacent to single-family use through the use of landscaped berms.” Staff seeks the Plan Commission’s input on appropriate berm height as it relates to the buffer between the proposed development and Northpointe. C. Lighting The proposed photometric plan conforms to the zoning code, which indicates that no more than 0.5 footcandles can spill onto adjacent properties. Most notably, along the northern property line, spillage does not exceed 0.1 footcandles. Staff is working with the applicant regarding the details of the proposed light fixtures. PRELIMINARY/FINAL PLAT OF SUBDIVISION Currently the subject property is divided into three separate parcels. The applicant proposes to combine the parcels into one, 13.3 acre parcel. The proposed preliminary and final plat comply with the requirements of the Village’s Zoning Code. CONCLUSION/RECOMMENDATION Prior to Plan Commission discussion, staff recommends approval of the proposed special use for planned development amendment, zoning map amendment and preliminary & final plat of subdivision. Should the Plan Commission support the proposed development, as may be modified following discussion at the April 5, 2023 public hearing, the following motions are offered for your consideration: 39 REPORT TO THE PLAN COMMISSION Page #10 of 10 248TH AVE APARTMENTS 4/5/2023 CASE NUMBER 2001-030723.AAA.SU.REZ.SPR.PP.FP SPECIAL USE FOR PLANNED DEVELOPMENT AMENDMENT MOTION I move we adopt the findings of fact of staff as the findings of fact of the Plan Commission and, furthermore, recommend approval of the amendment to the special use for planned development to permit an apartment and townhome development up to 200 dwelling units, subject to the following two (2) stipulations: 1. Compliance with the requirements of the Village Engineer; and 2. Compliance with the requirements of the Plainfield Fire Protection District. ZONING MAP AMENDMENT MOTION I move we recommend approval of the zoning map amendment from I-1 Office, Research, and Light Industrial District to R-4 Multiple-Family Residential District for the property identified as Lot 1 on the proposed Final Plat of 248th Avenue Apartments Re-Subdivision. SITE PLAN REVIEW MOTION I move we recommend approval of the requested site plan review for the property located at the northeast corner of W 127th Street and S 248th Avenue, subject to the following two (2) stipulations: 1. Compliance with the requirements of the Village Engineer; and 2. Compliance with the requirements of the Plainfield Fire Protection District. PRELIMINARY PLAT MOTION I move we recommend approval of the Preliminary Plat of Subdivision of 248th Avenue Apartments Re-Subdivision, in accordance with the reviewed plans, subject to the following two (2) stipulations: 1. Compliance with the requirements of the Village Engineer; and 2. Compliance with the requirements of the Plainfield Fire Protection District. FINAL PLAT MOTION I move we recommend approval of the Final Plat of Subdivision of 248th Avenue Apartments Re-Subdivision, in accordance with the reviewed plans, subject to the following two (2) stipulations: 1. Compliance with the requirements of the Village Engineer; and 2. Compliance with the requirements of the Plainfield Fire Protection District. 40 248th Avenue Apartments County of Will, Maxar, Sources: Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS, FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, Utility Addresses Parcels Plainfield Municipal Boundary 3/31/2023, 11:14:56 AM 0 0.06 0.110.03 mi 0 0.09 0.180.04 km 1:4,514 Plainfield Staff County of Will, Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USDA | Plainfield GIS | NPMS National Repository | Will County GIS | County of Will, Maxar |41 PROJ. MGR.: DRAWN BY: DATE: SCALE: SHEET PROJ. ASSOC.:DATEREVISIONSDRAWN BYTM248TH AVENUE APARTMENTSVILLAGE OF PLAINFIELD, ILLINOISSITE PLANEXB March 28, 2023 - 11:31 Dwg Name: P:\Arbpfil01\dwg\Landplan\01-Preliminary\01-Site Plan.dwg Updated By: JHoniotesNORTH 27' B-B 28' PUBLIC UTILITY, SIDEWALK & BIKE PATH EASEMENT 15' PUBLIC UTILITY EASEMENT 145' 20' 18.5' 26'18'18'26' 18.5'200'18.5'26'18'18'24'18'18'26'18.5'15.4'SITE DATA ZONING SUMMARY ORD PROP ZONING R-4 R-4 SETBACKS FRONT 30'30' REAR 30'30' SIDE 7'/20' 7' CORNER SIDE 30'30' PARKING AISLE WIDTH 24'24' PARKING STALL WIDTH 9'9' PARKING STALL DEPTH 18'18' PARKING MULTIFAMILY 300*311 TOWNHOUSE 16**24*** CLUBHOUSE 11****11 TOTAL STANDARD 311 322 ACCESSIBLE 8 9 GARAGE+DRIVEWAY 16 24 TOTAL 335 355 BIKE PARKING 50*****50 *1.5 PARKING SPACES PER UNIT **2 PARKING SPACES PER UNIT ***2 GARAGE + 2 DRIVEWAY STALLS PER UNIT ****1 PARKING SPACE PER 400 S.F. GFA *****0.25 BIKE PARKING SPACES PER UNIT TOTAL PROJECT SITE 13.35 AC TOWNHOMES NUMBER OF UNITS 8 45 UNIT APARTMENT BUILDING NUMBER OF BUILDINGS 2 TOTAL UNITS 90 51 UNIT APARTMENT BUILDING NUMBER OF BUILDINGS 2 TOTAL UNITS 102 TOTAL UNITS 200 DENSITY 15.0 DU/AC TOTAL PARKING 355 FRONT YARD SETBACK 30' REAR YARD SETBACK 30' INTERIOR SIDE SETBACK 7' CORNER SIDE SETBACK 30' PROPOSED TRASH ENCLOSURE 42 248TH AVENUE APARTMENTS for Proposed Improvements 127TH STREET AND 248TH AVENUE VILLAGE OF PLAINFIELD, ILLINOIS TM PROJECT LOCATION N PROJ. MGR.: DRAWN BY: DATE: SCALE: OF SHEET PROJ. ASSOC.:DATEREVISIONSDRAWN BY700 Springer Drive, Lombard, IL 60148 ph:630.691.8500 fx: 630.691.8585 manhard.comCivil Engineers | Surveyors | Water Resource Engineers | Water & Waste Water EngineersConstruction Managers | Environmental Scientists | Landscape Architects | PlannersTM248TH AVENUE APARTMENTSVILLAGE OF PLAINFIELD, ILLINOISTITLE SHEET1 5 March 28, 2023 - 11:01 Dwg Name: P:\Arbpfil01\dwg\Eng\Preliminary\Plan Set\TITLE SHEET.dwg Updated By: JHoniotes43 N PROJ. MGR.: DRAWN BY: DATE: SCALE: OF SHEET PROJ. ASSOC.:DATEREVISIONSDRAWN BY700 Springer Drive, Lombard, IL 60148 ph:630.691.8500 fx: 630.691.8585 manhard.comCivil Engineers | Surveyors | Water Resource Engineers | Water & Waste Water EngineersConstruction Managers | Environmental Scientists | Landscape Architects | PlannersTM248TH AVENUE APARTMENTSVILLAGE OF PLAINFIELD, ILLINOISEXISTING CONDITIONS AND DEMOLITION PLAN2 5 March 28, 2023 - 10:42 Dwg Name: P:\Arbpfil01\dwg\Eng\Preliminary\Plan Set\EXISTING CONDITIONS.dwg Updated By: JHoniotes44 N PROJ. MGR.: DRAWN BY: DATE: SCALE: OF SHEET PROJ. ASSOC.:DATEREVISIONSDRAWN BY700 Springer Drive, Lombard, IL 60148 ph:630.691.8500 fx: 630.691.8585 manhard.comCivil Engineers | Surveyors | Water Resource Engineers | Water & Waste Water EngineersConstruction Managers | Environmental Scientists | Landscape Architects | PlannersTM248TH AVENUE APARTMENTSVILLAGE OF PLAINFIELD, ILLINOISSITE DIMENSIONAL, PAVING, AND UTILITY PALN3 5 March 28, 2023 - 11:42 Dwg Name: P:\Arbpfil01\dwg\Eng\Preliminary\Plan Set\OVERALL SITE PLAN.dwg Updated By: JHoniotes45 N PROJ. MGR.: DRAWN BY: DATE: SCALE: OF SHEET PROJ. ASSOC.:DATEREVISIONSDRAWN BY700 Springer Drive, Lombard, IL 60148 ph:630.691.8500 fx: 630.691.8585 manhard.comCivil Engineers | Surveyors | Water Resource Engineers | Water & Waste Water EngineersConstruction Managers | Environmental Scientists | Landscape Architects | PlannersTM248TH AVENUE APARTMENTSVILLAGE OF PLAINFIELD, ILLINOISGRADING PLAN4 5 March 7, 2023 - 11:56 Dwg Name: P:\Arbpfil01\dwg\Eng\Preliminary\Plan Set\OVERALL GRADING PLAN.dwg Updated By: JFrazier46 PROJ. MGR.: DRAWN BY: DATE: SCALE: OF SHEET PROJ. ASSOC.:DATEREVISIONSDRAWN BY700 Springer Drive, Lombard, IL 60148 ph:630.691.8500 fx: 630.691.8585 manhard.comCivil Engineers | Surveyors | Water Resource Engineers | Water & Waste Water EngineersConstruction Managers | Environmental Scientists | Landscape Architects | PlannersTM248TH AVENUE APARTMENTSVILLAGE OF PLAINFIELD, ILLINOISCONSTRUCTION DETAILS5 5 March 7, 2023 - 14:39 Dwg Name: P:\Arbpfil01\dwg\Eng\Preliminary\Plan Set\OVERALL UTILITY PLAN.dwg Updated By: JFrazier47 802 SF1BR758 SF1BR758 SF1BR802 SF1BR1063 SF2BR778 SF1BR778 SF1BR975 SF2BR845 SF1BR1242 SF2BR1242 SF2BR1173 SF2BR1173 SF2BRSTOR.MECH.ENTRY802 SF1BR758 SF1BR758 SF1BR802 SF1BR1061 SF2BR781 SF1BR782 SF1BR973 SF2BR1242 SF2BR1242 SF2BR1171 SF2BR1171 SF2BR76'-0"228'-10"UNIT COUNTFIRST FLOOR1BRSECOND FLOORFIRST FLOORFIRST FLOORTOTAL2BR667676762724This drawing, including its electronic form, is an Instrument of Service for use solely with respect to this Project. The Architect is the author and sole owner of said Instrument of Service and retains all common law, statutory and other reserved rights, including copyrights.DRAWINGTITLE© ROTHSCHILD DOYNO COLLABORATIVEA1BUILDING PLANSMilwaukee Avenue ApartmentsGurnee, IllinoisA.R. Building Company310 Seven Fields Blvd., Suite 350, Seven Fields, Pennsylvania, 16046June 17, 20221" = 10'-0"Typical Floor Plan1" = 10'-0"First Floor Plan48 FIRST FLOOR0" SECOND FLOOR10'-0" T/ TRUSSBEARING38'-6 1/2" THIRD FLOOR20'-0" FOURTH FLOOR30'-0" MIDPOINT OFROOF47'-3"48' TO GRADE PER ZONING DEFINITIONFIRST FLOOR0" SECOND FLOOR10'-0" T/ TRUSSBEARING38'-6 1/2" THIRD FLOOR20'-0" FOURTH FLOOR30'-0" MIDPOINT OFROOF47'-3"48' TO GRADE PER ZONING DEFINITIONThis drawing, including its electronic form, is an Instrument of Service for use solely with respect to this Project. The Architect is the author and sole owner of said Instrument of Service and retains all common law, statutory and other reserved rights, including copyrights. DRAWING TITLE © ROTHSCHILD DOYNO COLLABORATIVE A2 BUILDING ELEVATIONS Milwaukee Avenue Apartments Gurnee, Illinois A.R. Building Company 310 Seven Fields Blvd., Suite 350, Seven Fields, Pennsylvania, 16046 June 17, 2022 1" = 10'-0" Building Rear Elevation 1" = 10'-0" Building Entry Elevation SHINGLES COLOR: DRIFTWOOD MANUFACTURER: OWENS CORNING RAILINGS COLOR: WHITEMANUFACTURER: AVALON TRIM COLOR: WHITEMANUFACTURER: AZEK EXTERIORS SIDING COLOR: COLONIAL WHITE MANUFACTURER: CERTAINTEED TYPE: VINYL, 6” BRICKCOLOR: RED SEMI SMOOTH MANUFACTURER: MERIDIAN BRICK 49 FIRST FLOOR0" SECOND FLOOR10'-0" T/ TRUSSBEARING38'-6 1/2" THIRD FLOOR20'-0" FOURTH FLOOR30'-0" MIDPOINT OFROOF47'-3"48' TO GRADE PER ZONING DEFINITIONFIRST FLOOR0" SECOND FLOOR10'-0" T/ TRUSSBEARING38'-6 1/2" THIRD FLOOR20'-0" FOURTH FLOOR30'-0" MIDPOINT OFROOF47'-3"48' TO GRADE PER ZONING DEFINITIONThis drawing, including its electronic form, is an Instrument of Service for use solely with respect to this Project. The Architect is the author and sole owner of said Instrument of Service and retains all common law, statutory and other reserved rights, including copyrights. DRAWING TITLE © ROTHSCHILD DOYNO COLLABORATIVE A2.1 BUILDING ELEVATIONS Milwaukee Avenue Apartments Gurnee, Illinois A.R. Building Company 310 Seven Fields Blvd., Suite 350, Seven Fields, Pennsylvania, 16046 June 17, 2022 1" = 10'-0" Building Side Elevation 1" = 10'-0" Building Side Elevation BRICK COLOR: RED SEMI SMOOTH MANUFACTURER: MERIDIAN BRICK SIDING COLOR: COLONIAL WHITE MANUFACTURER: CERTAINTEED TYPE: VINYL, 6” SHINGLES COLOR: DRIFTWOOD MANUFACTURER: OWENS CORNING RAILINGS COLOR: WHITEMANUFACTURER: AVALON TRIM COLOR: WHITEMANUFACTURER: AZEK EXTERIORS 50 FIRST FLOOR0" UPPER ROOF LINE10'-0"MIDPOINT OFROOF17'-4 3/4" FIRST FLOOR0" UPPER ROOF LINE10'-0" MIDPOINT OFROOF17'-4 3/4" FIRST FLOOR0" UPPER ROOF LINE10'-0" MIDPOINT OFROOF17'-4 3/4" FIRST FLOOR0" UPPER ROOF LINE10'-0" MIDPOINT OFROOF17'-4 3/4" LOUNGE MEN WOMEN SALES OFFICE FITNESS MAIL ENTRY PARCEL POOL EQUIP. 73'-8"55'-0"PATIO This drawing, including its electronic form, is an Instrument of Service for use solely with respect to this Project. The Architect is the author and sole owner of said Instrument of Service and retains all common law, statutory and other reserved rights, including copyrights. DRAWING TITLE © ROTHSCHILD DOYNO COLLABORATIVE A3 CLUBHOUSE PLANS AND ELEVATIONS Milwaukee Avenue Apartments Gurnee, Illinois A.R. Building Company 310 Seven Fields Blvd. Suite 350, Seven Fields, Pennsylvania 16046 June 17, 2022 1/8" = 1'-0" Entry Elevation 1/8" = 1'-0" Side Elevation 1/8" = 1'-0" Rear Elevation 1/8" = 1'-0" Side Elevation 3/16" = 1'-0" Clubhouse Plan SHINGLES COLOR: DRIFTWOOD MANUFACTURER: OWENS CORNING TRIM COLOR: WHITE MANUFACTURER: AZEK EXTERIORS BRICKCOLOR: RED SEMI SMOOTH MANUFACTURER: MERIDIAN BRICK SIDING COLOR: COLONIAL WHITE MANUFACTURER: CERTAINTEED TYPE: VINYL, 6” 51 DWDW WDDWWD DW 7'-4"36'-2 7/8"2'-0"45'-6 7/8"22'-10 3/8"32'-0 3/4"22'-10 3/8"77'-9 1/2"17'-6 3/4"5'-3 5/8"16'-0 3/4"16'-5 1/8"4'-10 1/2"17'-6 3/4"4'-0"1'-6 7/8"1'-6 7/8"2'-0"4'-4 5/8"13'-8"18'-2 3/4"8'-9 3/8"8'-9 3/8"1'-2"2'-8"1'-5 5/8"8'-0 3/8"8'-0 3/8"1'-2 5/8"3'-0"3'-3"6'-0"2'-11 1/2"2'-4 1/2"2'-6"8'-9 3/8"8'-9 3/8"3'-6 3/4"7'-10"7'-10"3'-7 5/8"4'-3 3/8"23'-6"4'-3 3/8"3'-7 5/8"7'-10"7'-10"3'-6 3/4"11'-0"6'-0 1/8"5 5/8"11'-0"11'-0"6'-0 1/8"5 5/8"11'-0"PLAINFIELD APARTMENTSPlainfield, IllinoisA.R. Development Company310 Seven Fields Blvd., Suite 350, Seven Fields, Pennsylvania 160463/16" = 1'-0"MAIN FLOOR PLAN52 GROUND FLOOR0"MAIN FLOOR9'-3 7/8"T/ TRUSSBEARING26'-9"UPPER FLOOR18'-7 3/4"GROUND FLOOR0"MAIN FLOOR9'-3 7/8"T/ TRUSSBEARING26'-9"UPPER FLOOR18'-7 3/4"PLAINFIELD APARTMENTSPlainfield, IllinoisA.R. Development Company310 Seven Fields Blvd., Suite 350, Seven Fields, Pennsylvania 160461/8" = 1'-0"A21FRONT ELEVATION1/8" = 1'-0"A23REAR ELEVATION1/8" = 1'-0"A24SIDE ELEVATION1/8" = 1'-0"A22SIDE ELEVATION53 3'-4"24'-4"3'-4"31'-0"Clearance11'-0"Clearance11'-0"5.175.178.123.09Clearance7'-6"3'-4"11'-4"3'-4"18'-0"5.175.178.12Pier3'-4"Gate11'-0"Fence2'-4"Gate11'-0"Pier3'-4"BRBR7'-4"TYP.8.128.125.17F4.078.128.12BRBRF4.077'-4"SCALE:1/4" = 1'-0"AR BUILDING - TYPICAL DUMPSTER ENCLOSURE1/4" = 1'-0"Plan1/4" = 1'-0"Front1/4" = 1'-0"Typical SideBR Brick VeneerF Chain link Fencing w/ slats3.09 CMU pier (grout solid) with (4)#4vertical bar. #4 bar to extend 2’-0”minimum into foundation with 6” 90degree bend at bottom of bar.4.07 Stone pier cap.5.17 48" high x 6" dia. pipe bollard, concretefilled and set in concrete. Extend min.36" below grade. Paint OSHA yellow.8.12 Enclosure gate w/ 90 deg swing.Provide 3/4" dia. x 1-1/2" deeprecesses for gate cane bolts at openand closed positions. Field verify priorto installation.NotesMaterial Legend54 PROJ. MGR.: DRAWN BY: DATE: SCALE: OF SHEET PROJ. ASSOC.:DATEREVISIONSDRAWN BY700 Springer Drive, Lombard, IL 60148 ph:630.691.8500 fx: 630.691.8585 manhard.comCivil Engineers | Surveyors | Water Resource Engineers | Water & Waste Water EngineersConstruction Managers | Environmental Scientists | Landscape Architects | PlannersTM248TH AVENUE APARTMENTSVILLAGE OF PLAINFIELD, ILLINOISLANDSCAPE COVER SHEETL1 L5 March 29, 2023 - 11:03 Dwg Name: \\mcl-vh-nas\Projects-LO\Arbpfil01\dwg\Landplan\01-Preliminary\02-Landscape-Plan-Prelim.3.dwg Updated By: bdethloffBall Dia. + 24" Note: The root collar/flair shall be 0 to 1 inch above ground level and not planted under ground level. Note that the root collar is typically 1 to 3 inches below top of root ball. No synthetic burlap will be accepted. DECIDUOUS TREE PLANTING 1/4" = 1'-0" Do not cut leader. Tree wrap as required. See specs. 4" Layer of mulch. 3' Dia. Mulch ring. Top of root ball shall be 3" above finish grade before backfilling. Remove burlap & rope from top 13 of ball. 4" Soil saucer around tree Existing grade. Planting mixture. See specs. 6" Compacted planting mixture. Loosen hardpan (24" min.) 1 32 9343.33-20 6' Min. Dia. 2-5x Root Ball Dia.8"Typ.CONIFER TREE PLANTING 1/4" = 1'-0" 2 -Ply rubber hose 23 up tree height. Guying cables @ 3 guys per tree. Galvanized turnbuckle. See specs. Top of root ball shall be 3" above finish grade before backfilling. White guy wire flag. 4" Layer of mulch. 3' Dia. Mulch ring. Remove burlap from top 1 3 of root ball; cut and remove as much wire basket as possible from the root ball. Existing grade. Steel guying stake- auger type. 18" min. set top of stake at grade. Planting mixture. Compacted planting mixture. See specs. Loosen hardpan (min. 24") Note: Remove all stakes and wires after one year of growth. 32 9343.46-012 SHRUB PLANTING DETAIL 3/4" = 1'-0"6"8"Ball Dia. ±12" Top of root ball shall be 2" above finish grade before backfilling. Cut and remove burlap, twine, and/or wire from top 1 3 of rootball. 4" layer of mulch. 6" saucer around pit. Trench. Vertically cut edge. Planting mixture. See specs. Existing grade Compacted planted mixture. See specs. Loosen hardpan (8" min.). 45° or Less 32 9333.16-053 8" MinSee Planting Plan ORNAMENTAL GRASS PLANTING 1" = 1'-0" Ornamental grassOrnamental grass. 2" Layer of mushroom compost. Finish grade. Planting mixture: 13 Mushroom compost, 1 3 Sand, 1 3 Topsoil Triangulate in mass plantings unless otherwise specified Note: 1.Spacing varies depending on plant species, see plant list. 2.Remove plastic planting container before planting. Use care to keep the root system intact. 32 9313-014 8" MinSee Planting Plan PERENNIAL / ANNUAL PLANTING 1" = 1'-0" PerennialsPerennials 2" Layer of mushroom compost. Finish grade. Planting mixture: 13 Mushroom compost, 1 3 Sand, 1 3 Topsoil Triangulate in mass plantings unless otherwise specified Note: 1.Spacing varies depending on plant species, see plant list. 2.Remove plastic planting container before planting. Use care to keep the root system intact.8" Min32 9313-025 4" Min.4"3" Note: All mulch beds for mass planting areas shall be installed in a uniform curvilinear fashion as indicated. Mulch shall extend a minimum of 12" beyond the outside edge of the root ball and installed according to the contract specifications. Example Bed Layout CONTINUOUS MULCH EDGING 1" = 1'-0" Lawn/ Sod area Spade cut edge Amended soil Hardwood mulch 32 9113.26-016 Landscape Notes: 1.Seed/ Sod limit line is approximate. Seed/ Sod to limits of grading and disturbance. Contractor responsible for restoration of any unauthorized disruption outside of designated construction area. 2.Contractor responsible for erosion control in all seeded/ sodded areas. Tree mulch rings in turf areas are 5' diameter. Contractor shall provide a mulch ring around all existing trees within the limits of work. Remove all existing grass from area to be mulched and provide a typical spade cut edge. Landscape Fabric shall not be installed under mulch. Root flares shall be at or above grade, per specifications, and all rope/cord shall be removed from the base of tree trunks. 3.Bedlines are to be spade cut to a minimum depth of 3". Curved bedlines are to be smooth and not segmented. 4.All planting, beds shall receive top dressing of mulch. Landscape fabric shall not be installed under mulch. 5.Do not locate plants within 10' of utility structures or within 5' horizontally of underground utility lines unless otherwise shown on plans. Consult with Landscape Architect if these conditions exist. 6.For Lump Sum Contracts, plants and other materials are quantified and summarized for the convenience of the Owner and jurisdictional agencies only. Confirm and install sufficient quantities to complete the work as drawn and specified. No additional payments will be made for materials required to complete the work as drawn and specified. 7.For Unit Price Contracts, payments will be made based on actual quantities installed as measured in place by the Owner's Representative. 8.It is the responsibility of the contractor to locate and provide plant material as specified on this plan. The contractor may submit a request to provide substitutions for the specified plant material under the following conditions: a.Any substitutions proposed shall be submitted to the project owner's representative within two weeks of the award of contract. Substitutions must meet equivalent design and functional goals of the original materials as determined by the owner's representative. Any changes must have the approval of the owner's representative, b.The request will be accompanied by at least three notices from plant material suppliers that the plant material specified is not available and will not be available prior to construction. 10.Verify site conditions and information on drawings. Promptly report any concealed conditions, mistakes, discrepancies or deviations from the information shown in the Contract Documents. The Owner is not responsible for unauthorized changes or extra work required to correct unreported discrepancies. Commencement of work shall constitute acceptance of conditions and responsibility for corrections 11.A minimum of two working days before performing any digging, call underground service alert for information on the location of natural gas lines, electric cables, telephone cables, etc. The contractor shall be responsible for location and protection of all utilities, and repair of any damage resulting from his work at no additional cost to the owner. 12.Contractor shall promptly repair all damages to existing site at no cost to owner. 13.Refer to landscape specifications for additional conditions, standards, and notes. City of Plainfield Required Landscaping PLANTING AREA REQUIREMENTS Required number of tree and shrub species for this development: 5 each. PLANT UNIT EQUIVALENTS Overstory/shade tree: 5 PU (min. 2.5" caliper/3" caliper for parkway trees) Single or multi- trunk ornamental tree: 4 PU (min. 6' height for multi) Evergreen tree: 4 PU (min. 6' height) Large shrub: 2 PU (min. 24" height) Small shrub: 1 PU (min. 18" height) PARKWAY TREES Parkway trees selected for planting in Plainfield shall be rated "specimen" grade, not "parkway" grade. The planting season for parkway trees shall be approximately March 15 to May 30, and September 15 to December 1. Parkway trees shall be provided at the equivalent of not more than forty (40) feet apart and no less than twenty-five (25) feet. Requirement is met. BUFFER YARDS Required where multi-family abuts single-family use. Shall be a combination of shade trees, evergreen trees, ornamental trees, and large shrubs (min. 4' at installation) and shall receive 100% year-round screening. If existing woodlands are located within the buffer yard, preservation of those woodlands may substitute for part or all of the required landscaping. Required: 15' setback * 591 linear feet = 8,865 sf. 30 PU per 1,000 sf of buffer yard area. North property line buffer yard: (8,865 sf / 1,000) * 30 = 266 PU required. Provided: 8 shade trees (40 PU), 22 evergreen trees (88 PU), 8 ornamental trees (32 PU), and 23 large evergreen shrubs (46 PU) = 206 PU. In addition, 12 mature existing trees will remain in between developed areas and the properties to the north, providing significant additional screening and buffer. At 5 PU per tree, this would account for 60 additional points and exceeds the north buffer yard requirement. PARKING LOT LANDSCAPING REQUIREMENT Interior parking lot landscaping. Required: 1 shade tree per 12 parking spaces, in islands. Trees in islands at ends of all rows. Islands shall not be used for snow storage. Islands shall be planted with shrubs, groundcover, or sod. 320 parking stalls / 12 = 27 shade trees required. 41 parking lot island shade trees provided on plan. Additional 14 trees shall be replacement trees for tree removals on-site. Replacement trees shall be 3" caliper and are marked on plan. Requirement is met. Parking lot screening. All parking areas shall be screened from view of adjacent properties and streets by either plantings that are a minimum height of three (3) feet, or will attain a minimum height of three (3) feet within three (3) years of planting or an undulating berm, fence or wall that is a minimum of three (3) feet in height. Requirement is met. Front and corner side yards (not adjacent to vehicular use areas). All front and corner side yards shall contain an undulating berm having a minimum height of two (2) feet higher than the nearest elevation of the parking lot or public sidewalk. A minimum of one (1) overstory/shade, ornamental or evergreen trees and ten (10) 24" min. shrubs for every thirty (30) feet of frontage shall be provided. Perennials and groundcovers are encouraged. All front and corner side yards shall include an irrigation system. 248th Avenue: 932 lf / 30 = 31 trees and 310 shrubs required. On Plan: 11 shade trees, 16 evergreen trees, 13 ornamental trees, 310 shrubs. Requirement is met. 9 additional trees provided as replacement trees, as shown. 127th Street: 667.9 lf / 30 = 22 trees and 230 shrubs required. 41 Additional shrubs required for parking lot screening. On Plan: 7 shade trees, 9 evergreen trees, 9 ornamental trees, 271 shrubs. Requirement is met. 3 additional trees provided as replacement trees, as shown. Interior side and rear yards. Required: Eastern Buffer - 943.5 linear feet * 5' buffer = 4,717.5 sf. Buffer is from non adjacent vehicular use area, 24" shrubs to screen. Minimum 20 plant units per 1,000 sf of area. East property line buffer yard: (4,717.5 / 1,000) * 20 = 95 PU On Plan: 1 shade trees (5 PU), 4 evergreen trees (18 PU), 2 ornamental trees (8 PU), 15 large deciduous shrubs (30 PU), and 36 small deciduous shrubs (36 PU) = 95 PU. Buffer ranges from 75' to 295' wide. Screening provided along east property line adjacent to neighboring vehicular use area includes 22 existing trees to remain in addition to existing naturalized and native areas, 132 additional PU and 5 additional replacement trees, as shown. Monument Sign Landscaping The area surrounding the entrance sign shall be landscaped in an attractive, dense cluster at the base of the sign that is equally attractive in winter and summer. A minimum of two (2) square feet of landscaping will be required for every one (1) square foot of sign face. On Plan: 2 - 2 Sided Signs with a total of 240 square feet (120 sf each) * 2 = 480 sf of Landscaping provided around monument sign. 12 shrubs (evergreen and deciduous), 20 ornamental grasses and 200 sf of perennials. SEAL Jennifer Hendricks, ASLA, PLA Illinois Registered Landscape Architect # 157-001253LICENSED LA N D SCAPE AR C HIT ECTS TATE O F I L L IN O ISJENNIFER HENDRICKS 157-001253 Expires 08/31/2023 Date: 03/29/23 SHADE TREE 82 - EVERGREEN TREE 54 - ORNAMENTAL TREE 68 - NARROW EVERGREEN TREE 12 - SMALL SHADE TREE 31 SUITABLE FOR PLANTING NEAR OVERHEAD POWER LINES - NARROW UPRIGHT SHADE TREE 5 - REPLACEMENT SHADE TREE 31 3" CALIPER - 6` DECIDUOUS SHRUB 235 - 4` DECIDUOUS SHRUB 575 - 5` EVERGREEN SHRUB 263 - 3` EVERGREEN SHRUB 286 - 3` DECIDUOUS SHRUB 392 - TALL ORNAMENTAL GRASS 202 - LOW ORNAMENTAL GRASS 1,040 - LARGE DECIDUOUS SHRUB 41 4` at installation - LARGE EVERGREN SHRUB 23 - PERENNIALS 2,877 sf - GROUNDCOVER 2,787 sf - NATIVE STORMWATER SEED MIX 26,996 sf - CONCEPT PLANT SCHEDULE See Conceptual Plant List on Sheet L3 and L4 55 5 NARROW UPRIGHT SHADE TREES, 3" CALIPER REPLACEMENT TREES N PROJ. MGR.: DRAWN BY: DATE: SCALE: OF SHEET PROJ. ASSOC.:DATEREVISIONSDRAWN BY700 Springer Drive, Lombard, IL 60148 ph:630.691.8500 fx: 630.691.8585 manhard.comCivil Engineers | Surveyors | Water Resource Engineers | Water & Waste Water EngineersConstruction Managers | Environmental Scientists | Landscape Architects | PlannersTM248TH AVENUE APARTMENTSVILLAGE OF PLAINFIELD, ILLINOISTREE PRESERVATION PLANL2 L5 March 29, 2023 - 11:03 Dwg Name: \\mcl-vh-nas\Projects-LO\Arbpfil01\dwg\Landplan\01-Preliminary\02-Landscape-Plan-Prelim.3.dwg Updated By: bdethloffEXISTING VEGETATION A minimum of fifty (50) percent of the trees on the site that are greater than eight (8) inches diameter at breast height (DBH) shall be saved. In the event a tree has more than one trunk, each trunk which is greater than eight (8) inches DBH, shall count as a separate tree. The developer is encouraged to save as many trees as possible. Removal and replacement criteria. To the extent that the development is likely to result in the destruction of or material damage to any tree having a DBH of eight (8) inches or more, the applicant shall be required to replace such trees as specified below: Replacement trees shall be a minimum of three (3) inches in DBH and the species and location shall be identified on the plans. Replacement trees shall be in addition to other landscaping required by village Code. Diameter of Existing Tree (inches) Number of Replacement Trees 8 to 12 2 12.1 to 24 3 24.1 to 36 4 36.1 to 48 5 48.1 and greater 6 - plus 1 tree for each additional 12-inch diameter greater than 48.1 inches To be removed: 12 trees 8" to 12" 24 replacement trees required 4 trees 12.1" to 24" 12 replacement trees required To be preserved: 33 trees (67%). Requirement is met. Replacement trees provided on plan: 14 provided in parking islands, 5 in median, 9 along west perimeter, 3 along south perimeter, 5 along east perimeter. 36 total replacement trees provided. Requirement is met. EXISTING TREE TO BE REMOVED EXISTING TREE TO REMAIN - TREE PRESERVATION TECHNIQUES TO BE IMPLEMENTED REPLACEMENT TREE: 3" CALIPER 56 5 NARROW UPRIGHT SHADE TREES, 3" CALIPER REPLACEMENT TREES N PROJ. MGR.: DRAWN BY: DATE: SCALE: OF SHEET PROJ. ASSOC.:DATEREVISIONSDRAWN BY700 Springer Drive, Lombard, IL 60148 ph:630.691.8500 fx: 630.691.8585 manhard.comCivil Engineers | Surveyors | Water Resource Engineers | Water & Waste Water EngineersConstruction Managers | Environmental Scientists | Landscape Architects | PlannersTM248TH AVENUE APARTMENTSVILLAGE OF PLAINFIELD, ILLINOISLANDSCAPE PLAN - NORTHL3 L5 March 29, 2023 - 11:03 Dwg Name: \\mcl-vh-nas\Projects-LO\Arbpfil01\dwg\Landplan\01-Preliminary\02-Landscape-Plan-Prelim.3.dwg Updated By: bdethloffLegend Turf CONCEPTUAL PLANT LIST DECIDUOUS TREES BOTANICAL NAME COMMON NAME SIZE CONTAINER Acer platanoides 'Columnare'Columnar Norway Maple 2.5" Cal.B&B Acer saccharum 'PNI 0285'Green Mountain® Sugar Maple 2.5" Cal.B&B Celtis occidentalis Common Hackberry 2.5" Cal.B&B Gleditsia triacanthos inermis 'Skyline'Skyline Honey Locust 2.5" Cal.B&B Quercus macrocarpa Burr Oak 2.5" Cal.B&B Quercus rubra Red Oak 2.5" Cal.B&B Tilia americana 'Redmond'Redmond American Linden 2.5" Cal.B&B EVERGREEN TREES BOTANICAL NAME COMMON NAME SIZE CONTAINER Picea abies Norway Spruce 6` Ht.B&B Picea pungens glauca Colorado Blue Spruce 6` Ht.B&B Pinus strobus White Pine 6` Ht.B&B Tsuga canadensis Eastern Hemlock 6` Ht.B&B ORNAMENTAL TREES BOTANICAL NAME COMMON NAME SIZE CONTAINER Betula nigra River Birch Multi-Trunk 6` Ht.B&B Cornus mas Cornelian Cherry 6` Ht.B&B Syringa reticulata 'Ivory Silk'Ivory Silk Japanese Tree Lilac 6` Ht.B&B DECIDUOUS SHRUBS BOTANICAL NAME COMMON NAME SIZE CONTAINER Aronia melanocarpa `Morton` TM Iroquis Beauty Black Chokeberry 3 gal.Pot Aronia melanocarpa 'UCONNAM166' TM Low Scape Hedger Black Chokeberry 3 gal.Pot Callicarpa x `NCCX2` TM Pearl Glam Beauty Berry 3 gal.Pot Cornus sericea `Isanti`Isanti Redosier Dogwood 5 gal.Pot Cotoneaster acutifolius lucidus Hedge Cotoneaster 5 gal.Pot Diervilla x `G2X88544` TM Kodiak Orange Honeysuckle 3 gal.Pot Fothergilla gardenii Dwarf Fothergilla 3 gal.Pot Fothergilla major `Mount Airy`Mount Airy Fothergilla 3 gal.Pot Hydrangea arborescens `Annabelle`Annabelle Hydrangea 5 gal.Pot Hydrangea paniculata `Kolmavesu` TM Lava Lamp Flare Hydrangea 3 gal.Pot Hydrangea paniculata `Little Lime`Little Lime Hydrangea 5 gal.Pot Hydrangea quercifolia `Alice`Alice Oakleaf Hydrangea 5 gal.Pot Itea virginica `SMNIVDFC` TM Scentlandia Virginia Sweetspire 3 gal.Pot Potentilla fruticosa `Jackmanii`Jackman`s Potentilla 5 gal.Pot Rhus aromatica `Gro-Low`Gro-Low Fragrant Sumac 5 gal.Pot Rosa rugosa `Rotesmeer`Purple Pavement Rose 5 gal.Pot Rosa x `Radtko`Double Knock Out Red Rose 3 gal.Pot Sorbaria sorbifolia `Sem`Sem Ash Leaf Spirea 3 gal.Pot EVERGREEN SHRUBS BOTANICAL NAME COMMON NAME SIZE CONTAINER Buxus x `Glencoe`Chicagoland Green Boxweed 5 gal.Pot Pinus mugo 'Compacta'Dwarf Mugo Pine 5 gal.Pot Taxus x media `Tauntonii`Taunton`s Yew 5 gal.Pot Thuja occidentalis `Smaragd`Emerald Green Arborvitae 5 gal.Pot FERNS BOTANICAL NAME COMMON NAME SIZE CONTAINER Dennstaedtia punctilobula Hay-scented Fern 1 gal.Pot Matteuccia struthiopteris Ostrich Fern 1 gal.Pot ORNAMENTAL GRASSES BOTANICAL NAME COMMON NAME SIZE CONTAINER Calamagrostis brachytricha Korean Feather Reed Grass 1 gal.Pot Calamagrostis x acutiflora `Karl Foerster`Feather Reed Grass 1 gal.Pot Miscanthus sinensis `Purpurescens`Flame Grass 1 gal.Pot Panicum virgatum `Shenandoah`Shenandoah Switch Grass 1 gal.Pot Pennisetum alopecuroides `Hameln`Hameln Fountain Grass 1 gal.Pot Sporobolus heterolepis Prairie Dropseed 1 gal.Pot PERENNIALS BOTANICAL NAME COMMON NAME SIZE CONTAINER SPACING Allium x `Summer Beauty`Summer Beauty Allium 1 gal.Pot 24" o.c. Astilbe chinensis `Pumila`Dwarf Pink Astilbe 1 gal.Pot 12" o.c. Geranium x `Rozanne`Rozanne Cranesbill 1 gal.Pot 24" o.c. Hemerocallis x `Stella de Oro`Stella de Oro Daylily 1 gal.Pot 18" o.c. Heuchera x `Obsidian`Coral Bells 1 gal.Pot 18" o.c. Hosta x `Royal Standard`Plantain Lily 1 gal.Pot 36" o.c. Lavandula x intermedia 'Niko' TM Phenomenal Lavendin 1 gal.Pot 36" o.c. Nepeta x faassenii `Early Bird`Early Bird Catmint 1 gal.Pot 18" o.c. Pachysandra terminalis `Green Carpet`Japanese Spurge flat Plug 12" o.c. Perovskia atriplicifolia Russian Sage 1 gal.Pot 36" o.c. Rudbeckia fulgida `Goldsturm`Goldsturm Coneflower 1 gal.Pot 24" o.c. Vinca minor `Dart`s Blue`Dart`s Blue Periwinkle flat Pot 12" o.c. 57 N PROJ. MGR.: DRAWN BY: DATE: SCALE: OF SHEET PROJ. ASSOC.:DATEREVISIONSDRAWN BY700 Springer Drive, Lombard, IL 60148 ph:630.691.8500 fx: 630.691.8585 manhard.comCivil Engineers | Surveyors | Water Resource Engineers | Water & Waste Water EngineersConstruction Managers | Environmental Scientists | Landscape Architects | PlannersTM248TH AVENUE APARTMENTSVILLAGE OF PLAINFIELD, ILLINOISLANDSCAPE PLAN - SOUTHL4 L5 March 29, 2023 - 11:03 Dwg Name: \\mcl-vh-nas\Projects-LO\Arbpfil01\dwg\Landplan\01-Preliminary\02-Landscape-Plan-Prelim.3.dwg Updated By: bdethloffLegend Turf CONCEPTUAL PLANT LIST DECIDUOUS TREES BOTANICAL NAME COMMON NAME SIZE CONTAINER Acer platanoides 'Columnare'Columnar Norway Maple 2.5"/3" Cal.B&B Acer saccharum 'PNI 0285'Green Mountain® Sugar Maple 2.5"/3" Cal.B&B Celtis occidentalis Common Hackberry 2.5"/3" Cal.B&B Gleditsia triacanthos inermis 'Skyline'Skyline Honey Locust 2.5"/3" Cal.B&B Quercus macrocarpa Burr Oak 2.5"/3" Cal.B&B Quercus rubra Red Oak 2.5"/3" Cal.B&B Tilia americana 'Redmond'Redmond American Linden 2.5"/3" Cal.B&B EVERGREEN TREES BOTANICAL NAME COMMON NAME SIZE CONTAINER Picea abies Norway Spruce 6` Ht.B&B Picea pungens glauca Colorado Blue Spruce 6` Ht.B&B Pinus strobus White Pine 6` Ht.B&B Tsuga canadensis Eastern Hemlock 6` Ht.B&B ORNAMENTAL TREES BOTANICAL NAME COMMON NAME SIZE CONTAINER Betula nigra River Birch Multi-Trunk 6` Ht.B&B Cornus mas Cornelian Cherry 6` Ht.B&B Syringa reticulata 'Ivory Silk'Ivory Silk Japanese Tree Lilac 6` Ht.B&B DECIDUOUS SHRUBS BOTANICAL NAME COMMON NAME SIZE CONTAINER Aronia melanocarpa `Morton` TM Iroquis Beauty Black Chokeberry 3 gal.Pot Aronia melanocarpa 'UCONNAM166' TM Low Scape Hedger Black Chokeberry 3 gal.Pot Callicarpa x `NCCX2` TM Pearl Glam Beauty Berry 3 gal.Pot Cornus sericea `Isanti`Isanti Redosier Dogwood 5 gal.Pot Cotoneaster acutifolius lucidus Hedge Cotoneaster 5 gal.Pot Diervilla x `G2X88544` TM Kodiak Orange Honeysuckle 3 gal.Pot Fothergilla gardenii Dwarf Fothergilla 3 gal.Pot Fothergilla major `Mount Airy`Mount Airy Fothergilla 3 gal.Pot Hydrangea arborescens `Annabelle`Annabelle Hydrangea 5 gal.Pot Hydrangea paniculata `Kolmavesu` TM Lava Lamp Flare Hydrangea 3 gal.Pot Hydrangea paniculata `Little Lime`Little Lime Hydrangea 5 gal.Pot Hydrangea quercifolia `Alice`Alice Oakleaf Hydrangea 5 gal.Pot Itea virginica `SMNIVDFC` TM Scentlandia Virginia Sweetspire 3 gal.Pot Potentilla fruticosa `Jackmanii`Jackman`s Potentilla 5 gal.Pot Rhus aromatica `Gro-Low`Gro-Low Fragrant Sumac 5 gal.Pot Rosa rugosa `Rotesmeer`Purple Pavement Rose 5 gal.Pot Rosa x `Radtko`Double Knock Out Red Rose 3 gal.Pot Sorbaria sorbifolia `Sem`Sem Ash Leaf Spirea 3 gal.Pot EVERGREEN SHRUBS BOTANICAL NAME COMMON NAME SIZE CONTAINER Buxus x `Glencoe`Chicagoland Green Boxweed 5 gal.Pot Pinus mugo 'Compacta'Dwarf Mugo Pine 5 gal.Pot Taxus x media `Tauntonii`Taunton`s Yew 5 gal.Pot Thuja occidentalis `Smaragd`Emerald Green Arborvitae 5 gal.Pot FERNS BOTANICAL NAME COMMON NAME SIZE CONTAINER Dennstaedtia punctilobula Hay-scented Fern 1 gal.Pot Matteuccia struthiopteris Ostrich Fern 1 gal.Pot ORNAMENTAL GRASSES BOTANICAL NAME COMMON NAME SIZE CONTAINER Calamagrostis brachytricha Korean Feather Reed Grass 1 gal.Pot Calamagrostis x acutiflora `Karl Foerster`Feather Reed Grass 1 gal.Pot Miscanthus sinensis `Purpurescens`Flame Grass 1 gal.Pot Panicum virgatum `Shenandoah`Shenandoah Switch Grass 1 gal.Pot Pennisetum alopecuroides `Hameln`Hameln Fountain Grass 1 gal.Pot Sporobolus heterolepis Prairie Dropseed 1 gal.Pot PERENNIALS BOTANICAL NAME COMMON NAME SIZE CONTAINER SPACING Allium x `Summer Beauty`Summer Beauty Allium 1 gal.Pot 24" o.c. Astilbe chinensis `Pumila`Dwarf Pink Astilbe 1 gal.Pot 12" o.c. Geranium x `Rozanne`Rozanne Cranesbill 1 gal.Pot 24" o.c. Hemerocallis x `Stella de Oro`Stella de Oro Daylily 1 gal.Pot 18" o.c. Heuchera x `Obsidian`Coral Bells 1 gal.Pot 18" o.c. Hosta x `Royal Standard`Plantain Lily 1 gal.Pot 36" o.c. Lavandula x intermedia 'Niko' TM Phenomenal Lavendin 1 gal.Pot 36" o.c. Nepeta x faassenii `Early Bird`Early Bird Catmint 1 gal.Pot 18" o.c. Pachysandra terminalis `Green Carpet`Japanese Spurge flat Plug 12" o.c. Perovskia atriplicifolia Russian Sage 1 gal.Pot 36" o.c. Rudbeckia fulgida `Goldsturm`Goldsturm Coneflower 1 gal.Pot 24" o.c. Vinca minor `Dart`s Blue`Dart`s Blue Periwinkle flat Pot 12" o.c. 58 PROJ. MGR.: DRAWN BY: DATE: SCALE: OF SHEET PROJ. ASSOC.:DATEREVISIONSDRAWN BY700 Springer Drive, Lombard, IL 60148 ph:630.691.8500 fx: 630.691.8585 manhard.comCivil Engineers | Surveyors | Water Resource Engineers | Water & Waste Water EngineersConstruction Managers | Environmental Scientists | Landscape Architects | PlannersTM248TH AVENUE APARTMENTSVILLAGE OF PLAINFIELD, ILLINOISLANDSCAPE SPECIFICATIONSL5 L5 March 29, 2023 - 11:03 Dwg Name: \\mcl-vh-nas\Projects-LO\Arbpfil01\dwg\Landplan\01-Preliminary\02-Landscape-Plan-Prelim.3.dwg Updated By: bdethloffPART 1 - GENERAL 1-01 DESCRIPTION: A.Provide trees, shrubs, perennials and groundcovers as shown and specified. This work includes: 1.Spreading of topsoil or soil preparation 2.Trees, shrubs, perennials and groundcovers 3.Planting mixes 4.Mulch and planting accessories 5.Fertilizer and herbicide 6.Maintenance 7.Warranty of plant material B.The Contractor shall verify all existing conditions and dimensions in the field prior to bidding and report any discrepancies to the Owner or his/her representative. 1-02 QUALITY ASSURANCE: A.Comply with site work requirements B.Plant names indicated must comply with 'Standardized Plant Names' as adopted by the latest edition of the American Joint Committee of Horticultural Nomenclature. Names of varieties which are not listed should conform with those generally accepted by the nursery trade. Stock should be legibly tagged. C.All plant materials shall conform to the 'American Standards for Nursery Stock' (ASNS), latest edition, published by the American Association of Nurserymen, Washington, D.C. D.All plant material shall be grown and supplied within a 50 mile radius of the project for a minimum of two full growing seasons. E.Adhere to sizing requirements as listed in the plant list and/or bid form for the project. A plant shall be measured in its natural standing position. F.Stock that is furnished shall be at least the minimum size shown. With permission of the landscape architect, substitution from the specified plant list will be accepted only when satisfactory evidence in writing is submitted to the landscape architect, showing that the plant specified is not available. Requests for approval of substitute plant material shall include common and botanical names and size of substitute material. Only those substitutions of at least equivalent size and character to that of the specified material will be approved. Stock which is larger than that which is specified is acceptable with permission of the landscape architect, providing there is no additional cost and that the larger plant material will not be cut down in order to conform to the size indicated. G.All shrubs shall be dense in form. Shrub liners do not meet these specifications. Shrubs specified by height shall have a spread that is equal to the height measurement. Shrubs which are specified by spread shall exhibit the natural growth habit of the plant by having a greater spread than height. H.All plant materials are subject to inspection and approval. The landscape architect and Owner reserve the right to select and tag all plant material at the nursery prior to planting. The landscape architect and Owner reserve the right to inspect plant material for size and condition of root systems, the presence of insects and diseases, injuries and latent defects (due to Contractor negligence or otherwise), and to reject unacceptable plant material at any time during progress of the project. I.Container grown deciduous and/or evergreen shrubs will be acceptable in lieu of balled and burlapped shrubs subject to specified limitations for container grown stock. Size of container grown material must conform to size/height requirements of plant list. 1-03 DELIVERY, STORAGE & HANDLING: A.Fertilizer shall be delivered in original, unopened and undamaged packaging. Containers shall display weight, analysis and manufacturer's name. Store fertilizer in a manner that will prevent wetting and deterioration. B.Take all precautions customary concerning proper trade practice in preparing plants for transport. Plants shall be dug, packed and transported with care to ensure protection against injury. Inspection certificates required by law shall accompany each shipment invoice or order to stock and on arrival, the certificate shall be filed with the landscape architect . All plants must be protected from drying out. If plant material cannot be planted immediately upon delivery, said material should be properly protected in a manner that is acceptable to the landscape architect . Heeled-in plants must be watered daily. No plant shall be bound with rope or wire in a manner that could strip bark or break or shear branches. C.Plant material transported on open vehicles should be covered with a protective covering to prevent wind burn. D.Dry, loose topsoil shall be provided for planting bed mixes. Muddy or frozen topsoil is unacceptable as working with medium in this condition will destroy its structure, making root development more difficult. 1-04 PROJECT CONDITIONS: A. Notify landscape architect at least seven (7) working days prior to installation of plant material. B. It shall be the Contractor's responsibility to locate and protect all existing above and below ground utilities. Utilities can be located and marked (in Illinois) by calling J.U.L.I.E. at (800)892-0123. C. The Contractor shall provide, at his/her own expense, protection against trespassing and damage to seeded areas, planted areas, and other construction areas until the preliminary acceptance. The Contractor shall provide barricades, temporary fencing, signs, and written warning or policing as may be required to protect such areas. The Contractor shall not be responsible for any damage caused by the Owner after such warning has been issued. D. The Contractor shall be responsible for the protection of crowns, trunks and roots of existing trees, plus shrubs, lawns, paved areas and other landscaped areas that are to remain intact. Existing trees, which may be subject to construction damage, shall be boxed, fenced or otherwise protected before any work is started. The Owner desires to preserve those trees within and adjacent to the limits of construction except those specifically indicated to be removed on the Drawings. The contractor shall erect protective tree fencing and tree armor at locations indicated on the drawings and around all trees on site which are to be preserved. Protective fencing shall be erected between the limits of construction and any tree preservation areas shown on the Drawings. E. A complete list of plants including a schedule of sizes, quantities and other requirements is shown on the Drawings and on the bid form. In the event that quantity discrepancies or material omissions occur in the plant materials list, the planting plans shall govern. 1-05 PRELIMINARY ACCEPTANCE: A.All plantings shall be maintained by the Contractor for a period of 90 days after preliminary acceptance by the Owner or his/her representative. Maintenance shall include, but is not limited to: mowing and edging turf, pulling weeds, watering turf and plant material and annual flower maintenance. 1-06 WARRANTY: A.All plant material (excluding annual color), shall be warranteed for one (1) year after the end of the 90 day maintenance period. The end of the maintenance period is marked by the final acceptance of the Contractor's work by the Owner or his/her representative. Plant materials will be warranteed against defects including death and unsatisfactory growth, except for defects resulting from abuse or damage by others, or unusual phenomena or incidents which are beyond the control of the Contractor. The warranty covers a maximum of one replacement per item. PART 2 - PRODUCTS 2-01 PLANT MATERIALS: A.Plants: Provide typical of their species or variety, with normal, densely developed branches and vigorous, fibrous root systems. Only sound, healthy, vigorous plants which are free from sunscald injuries, disfiguring knots, frost cracks, abrasions of the bark, plant diseases, insect eggs, borers, and all forms of infestation shall be provided. All plants shall have a fully developed form without voids and open patches. 1.Balled and burlapped plants shall have a firm natural ball of earth of sufficient diameter and depth to encompass a root system necessary for a full recovery of the plant. Root ball sizes shall comply with the latest edition of the 'American Standards for Nursery Stock' (ASNS). Root balls that are cracked or mushroomed are unacceptable. 2.Container grown stock should be grown for an amount of time that is of sufficient length for the root system to have developed enough to hold its soil togehter, firm and whole. Plants will not be loose in their containers, nor shall they be pot-bound and all container grown stock will comply with the sizes stated on the plant list. 3.No evidence of wounds or pruning cuts shall be allowed unless approved by the Landscape Architect. 4.Evergreen trees shall be branched to the ground. The height of evergreen trees are determined by measuring from the ground to the first lateral branch closest to the top. Height and/or width of other trees are measured by the mass of the plant not the very tip of the branches. 5.Shrubs and small plants shall meet the requirements for spread and/or height indicated in the plant list. The height measurement shall be taken from ground level to the average height of the top of the plant, not the longest branch. Single stem or thin plants will not be accepted. Side branches shall be flushed with growth and have good form to the ground. Plants shall be in a moist, vigorous condition, free from dead wood, bruises or other root or branch injuries. 2-02 ACCESSORIES: A.Topsoil: 1.Topsoil shall be fertile, natural topsoil of a loamy character, without admixture of subsoil material. Topsoil shall be reasonably free from clay, lumps, coarse sand, stones, plants, roots, sticks and other foreign materials with a pH between 6.5 to 7.0. B. Topsoil for seed areas shall be a minimum of 6". C. Soil amendments shall be as follows: 1.For trees and shrubs the plant pit will be backfilled with pulverized black dirt. 2.For perennials and ornamental grasses the soil mixture will be as follows: CM-63 General Purpose Peat Based Mix as supplied by Midwest Trading. Top beds with 8" of CM-63 and till into existing beds to a depth of 8". Soil mixtures are available from Midwest Trading. Midwest Trading, St. Charles, IL 60174 (630) 365-1990 D. Fertilizer: 1.For trees and shrubs use: 14-4-6 briquettes 17 g or equivalent available from Arthur Clesen, Inc. Follow manufacturer's recommendation for application. Arthur Clesen, Inc. 543 Diens Drive, Wheeling, IL 60090 (847)537-2177 2. For turf areas use 6-24-16 Clesen Fairway with micronutrients with minor elements 3.0 % S, .02% B, .05% Cu, 1.0% Fe, .0006% Mo, .10% Mn available from Arthur Clesen or approved equal. E.Herbicide: 1.Round-Up or approved equal F.Mulch: 1.Bark mulch shall be finely shredded hardwood bark which has been screened and is free of any green foliage, twigs, rocks, sawdust, wood shavings, growth or germination inhibiting ingredients, or other foreign materials. Bark mulch is available from Midwest Trading. 2.Mushroom compost as available from Midwest Trading. G.Water: 1.Water service will be available on the site, with the cost of water being paid by the Owner. Transporting of the water from the source to the work areas shall be the responsibility of the Landscape Contractor. All necessary hose, piping, tank truck, etc. shall be supplied by the Landscape Contractor. H.Guying: 1. Stakes: 5/8" x 40" steel eye anchor with 4" helix 2. Cable: a. Trees under 5": flexible 1/8" galvanized aircraft cable, 7x7 strand or approved equal b. Trees 5" and over: flexible 3/16" galvanized aircraft cable, 7x7 strand or approved equal. 3. Turnbuckles: 5/16", eye and eye, with 4" takeup. 4. Hose: new two-ply reinforced rubber hose, minimum 1/2" I.D. I.Tree wrap: Burlap tree wrap 4" wide. J.Twine: Soft nursery jute. PART 3 - INSTALLATION OF PLANT MATERIAL 3-01 FIELD VERIFICATION: A.Examine proposed planting areas and conditions of installation. Do not start planting work until unsatisfactory conditions are corrected. 3-02 PREPARATION: A.All planting techniques and methods shall be consistent with the latest edition of 'Horticulture Standards of Nurserymen, Inc.' and as detailed on these Drawings. B.Planting shall be performed by experienced workmen familiar with planting procedures under the supervision of a qualified supervisor. C.All underground utilities must be located and marked clearly. D.Apply Round-Up or approved equivalent to kill any existing vegetation in all areas to be planted. Confirm length of waiting period between chemical application and plant installation with manufacturer. Do not begin planting operations until prescribed post-application waiting period has elapsed. Take extreme care to avoid chemical drift to adjoining properties of landscape plantings. E.Prior to all planting, rototill all areas to be landscaped to prepare for plant installation to a minimum depth of 12". Eliminate uneven areas and low spots. Maintain lines, levels, profiles and contour. Changes in grade are to be gradual. Blend slopes into level areas. Remove all debris, weeds and undesirable plants and their roots from areas to be planted. Remove all concrete slag larger than 2" in diameter. F.Topsoil shall be spread over the site at a minimum depth of 6". Those areas which are indicated as prairie or natural areas on the Drawings shall have a minimum topsoil depth of 18". G.It shall be the responsibility of the landscape contractor to prepare all seeded areas by disking and raking prior to planting seed. Soil shall be loosened and scarified to a minimum depth of 6". Fine grading of all seeded areas is required. Maximum size of stone or topsoil lump is 1". H.Locate all plant material as indicated or as approved in the field by the Landscape Architect. If obstructions are encountered which are not shown on the drawings, then do not proceed with planting operations until alternate plant locations have been selected. I.Planting holes shall be constructed as shown on the planting details. Holes shall be hand dug or machine dug. Great care will be taken to not excavate the hole deeper than the root ball and the diameter shall be a minimum of two times the root ball width. Remove any materials encountered in excavation that may be injurious to plant growth, including stones larger than 2" in diameter or other debris. Soil to be used as backfill should be pulverized. J.Provide pre-mixed planting mixture for use around root systems and root balls of the plants. The mixtures are outlined in section B of part 2-02. K.Prior to planting, provide additional topsoil to all planting beds to bring the finish grade of the bed to 2" above lawn grade and to finish grade of adjacent hard surface grades. L.Add 2" thickness of mushroom compost to all annual, perennial and groundcover beds. Finish grade bed and install plants. 3-03 PLANTING PROCEDURES: A.Set plant material in the planting hole to proper grade and alignment. Set plants upright and plumb. Set plant material root flare 2" above the adjacent finish grade. Remove burlap from top 1/3 of root ball. Remove treated burlap (green). Cut and remove or cut and fold down upper half of wire basket, dependent upon tree size. Backfill hole by firmly tamping soil to avoid any air pockets or voids. All ropes/cords shall be removed from base of plant/top of root ball. B.Set balled and burlapped plants in the planting hole and compact 8" of soil around the base of the ball. Backfill remaining space with planting mixture. Water plants immediately after planting to eliminate all voids and thoroughly soak the plant root ball. C.Space groundcover plants according to dimensions given on the plans. Adjust spacing as necessary to evenly fill planting bed with indicated number of plants. Plant to within 18" of the trunks of trees and shrubs or at the edge of the plant ball, whichever is closest. Plant to within 12" of edge of bed. D.Mulching: 1.Install 4" depth of mulch around all tree and shrub beds as indicated on drawings or planting details. Mulch shrub planting areas as continuous beds. Do not place mulch directly against tree trunk; form mulch to create an inverted cone around trunk. 2.Mulch perennial, groundcover and annual planting beds with 2" mushroom compost. Water mulched areas thoroughly after placing mulch. E.Tree wrapping is not required, unless the Contractor feels it is necessary due to characteristics of a particular species or past experience with the species. The landscape architect will be notified as to which trees are to be wrapped and shall inspect the trunk(s) before wrapping. Tree wrap will not be used to cover damage or defects. When wrapping is done, trunks will be wrapped spirally with approved tree wrapping tape that is not less than 4" wide, and securely tied with suitable cord at the top, bottom and 2" intervals along the trunk. Wrap from ground to the height of the first branch. F.Staking and guying of trees is optional. If the Contractor chooses to stake all or part of the trees, he/she shall use the method specified in the planting details. One (1) stake is to be used on trees of 1" caliper and under, or 4' height and under. Two (2) stakes are to be used on trees of 1" to 2 3/4" caliper. Guy trees of 3" caliper or larger at three (3) per tree. The root ball will not be pierced with a stake. Stakes are to be driven at least eighteen (18) inches into subsoil below the planting hole. Stakes and wire attachments shall be removed after three months for spring planted material and by the following May for fall planted stock by the Contractor. Staking and guying should be done immediately after lawn seeding or sodding operations. G.Seeding of specified lawn areas on plans will be treated as follows: 1.Topsoil shall be spread over all areas to be seeded to a minimum depth of 6" when compacted (to be performed by others). 2.Seed mixture and application rate - use Premium seed mix as supplied by Arthur Clesen, Inc. Apply at a rate of 5 lbs./1000 s.f. 3.Apply fertilizers and conditioners at the rate specified per soil test findings. In lieu of soil test results, apply two (2) tons of ground agricultural limestone and 1000 lbs. 10-10-10 or equivalent analysis fertilizer per acre. At least 40% of the fertilizer nitrogen shall be of an organic origin. 4.Soil preparation areas where vehicular traffic has compacted the soil shall be loosened/scarified to a minimum depth of 6" before fertilizing and seeding. Fine grading of all seeded areas is required. Maximum size of stone or topsoil lump is 1". 5.Watering seeded areas shall be done to ensure proper germination. Once seeds have germinated, watering may be decreased but the seedlings must never be allowed to dry out completely. Frequent watering should be continued approximately four (4) weeks after germination or until grass has become sufficiently established to warrant watering on an 'as needed' basis. 6.Turf is being established on a variety of slope conditions. It shall be the Contractor's responsibility to determine and implement whatever procedures he/she deems necessary to establish the turf as part of his/her work. Seeded areas will be accepted when all areas show a uniform stand of the specified grass in healthy condition and at least 90 days have elapsed since the completion of this work. The Contractor shall submit with his/her bid a description of the methods and procedures he/she intends to use. H.Erosion Control Blanket 1.Erosion Control Blanket shall be installed per manufacturer's recommendation in all areas shown on the plan. 2.Install S-75 Erosion Control Blanket as manufactured by North American Green or approved equal. 3.Blanket should be premarked with staple pattern. 4.Staples should be 8" wire staples, applied at two (2) per square yard minimum. 5.Suitable erosion control practices shall be maintained by the CONTRACTOR in accordance with Illinois Urban Manual and all applicable Soil Erosion and Sedimentation Control ordinances and the PLANS. I.Sodding of specified lawn areas on plans will be completed as follows: 1.Rake soil surface to receive sod to completely remove any soil crust no more than one day prior to laying sod. 2.Moisten prepared surface immediately prior to laying sod. Water thoroughly and allow surface moisture to dry before planting lawns. Do not create a muddy soil condition. 3.Sod shall be laid within 24 hours from the time of stripping. Do not plant dormant sod or if the ground is frozen. 4.Lay sod to form a solid mass with tightly fitted joints. Butt ends and sides of sod strips; do not overlap. Stagger strips to offset joints in adjacent courses. Work from boards to avoid damage to subgrade or sod. Work sifted soil into minor cracks between pieces of sod; remove excess to avoid smothering of adjacent sod. 5.Place top elevation of sod 1/2 inch below adjoining edging or paving. 6.Water sod thoroughly with a fine spray immediately after planting. 7.After sod and soil have dried, roll seeded areas to ensure a good bond between the sod and soil, and to remove minor depressions and irregularities. 8.Sodded slopes 3:1 or greater shall be staked to prevent erosion and washout. 9.Warranty sodding for a period of one (1) year from the end of the 90 day maintenance period. If sod fails or lacks vigor and full growth as determined by the Landscape Architect, the Contractor will repeat site preparation operations and re-sod affected areas at the Contractor's expense. 10.Note: Sod shall be a premium Kentucky Bluegrass blend, and is required in all areas indicated on the plans as well as areas which have been affected by construction. Sod can be placed as long as water is available and the ground surface can be properly prepared. Sod shall not be laid on frozen or snow-covered ground. Sod shall be strongly rooted, not less than two (2) years old and free of weeds and undesirable native grasses. Sod should be machine cut to pad thickness of 3/4" (plus or minus 1/4"), excluding top growth and thatch. Provide only sod capable of vigorous growth and development when planted (viable, not dormant). Provide sod of uniform pad sizes with maximum 5% deviation in either length or width. Broken pads or pads with uneven ends will not be acceptable. Sod pads incapable of supporting their own weight when suspended vertically with a firm grasp on the upper 10% of pad will not be accepted. J.Timing of plant material and seeding operations: 1.Seeding of specified areas shall occur when the soil temperature is above 55° F. No seed shall be sown during periods of high winds, or when the ground is not in proper condition for seeding (see section 3-02 (G)). Seeding operations for the specified mixes shall occur in the spring time frame of April 15 through June 30 and in the summer time frame of August 15 through December 1. The mixes containing bluegrass and fescue seed must have six weeks to harden off for winter survival. 2.Sod shall be installed when the ground is not frozen or snow covered and temperatures are less than 80° F. It shall not be placed during a period of extended drought. 3.Herbaceous ornamental plants shall be planted between May 1 and June 15 or between August 15 and December 1. 4.Spring planting of woody ornamental plants shall be performed from the time the soil can be easily worked until June 1, except that evergreen planting shall end on May 15. Oak, hawthorn and red maple species will only be planted during this spring planting period. Fall planting will begin August 15 and will continue until the ground cannot be worked satisfactorily, except that evergreen planting shall be performed between August 15 and December 1. 3-04 MAINTENANCE: A.All plantings shall be maintained by the Contractor for a period of 90 days after preliminary acceptance by the Owner or his/her representative. Maintenance shall include but is not limited to: mowing and edging turf, pulling weeds, watering turf areas and plant material plus annual flower maintenance. The Contractor will reset settled plants to proper grade and position. Dead material will be removed. Stakes and guy wires will be tightened and repaired as required. 3-04 ACCEPTANCE: A.All plant material (excluding annual color), shall be warranteed for one (1) year after the end of the 90 day maintenance period. The end of the maintenance period is marked by the final acceptance of the Contractor's work by the Owner or his/her representative. 3-06 SITE CLEAN-UP: A.The Contractor shall protect the property of the Owner and the work of other contractors. The Contractor shall also be directly responsible for all damage caused by the activities and for the daily removal of all trash and debris from his/her work area to the satisfaction of the landscape architect . GENERAL PLANTING SPECIFICATIONS: 59 PROJ. MGR.: DRAWN BY: DATE: SCALE: OF SHEET PROJ. ASSOC.:DATEREVISIONSDRAWN BYTM700 Springer Drive, Lombard, IL 60148 ph:630.691.8500 fx: 630.691.8585 manhard.comCivil Engineers | Surveyors | Water Resource Engineers | Water & Waste Water EngineersConstruction Managers | Environmental Scientists | Landscape Architects | Planners248TH AVENUE APARTMENTS RE-SUBDIVISIONVILLAGE OF PLAINFIELD, ILLINOISPRELIMINARY PLAT OF SUBDIVISION1 1 March 7, 2023 - 11:29 Dwg Name: P:\Arbpfil01\dwg\Surv\Final Drawings\Plat of Subdivision\ARB.PFIL01-PR.dwg Updated By: MSchmitt60 PROJ. MGR.: DRAWN BY: DATE: SCALE: OF SHEET PROJ. ASSOC.:DATEREVISIONSDRAWN BYTM700 Springer Drive, Lombard, IL 60148 ph:630.691.8500 fx: 630.691.8585 manhard.comCivil Engineers | Surveyors | Water Resource Engineers | Water & Waste Water EngineersConstruction Managers | Environmental Scientists | Landscape Architects | Planners248TH AVENUE APARTMENTS RE-SUBDIVISIONVILLAGE OF PLAINFIELD, ILLINOISFINAL PLAT OF SUBDIVISION1 2 March 8, 2023 - 10:24 Dwg Name: P:\Arbpfil01\dwg\Surv\Final Drawings\Plat of Subdivision\ARB.PFIL01-PS.dwg Updated By: MSchmitt61 PROJ. MGR.: DRAWN BY: DATE: SCALE: OF SHEET PROJ. ASSOC.:DATEREVISIONSDRAWN BYTM700 Springer Drive, Lombard, IL 60148 ph:630.691.8500 fx: 630.691.8585 manhard.comCivil Engineers | Surveyors | Water Resource Engineers | Water & Waste Water EngineersConstruction Managers | Environmental Scientists | Landscape Architects | Planners248TH AVENUE APARTMENTS RE-SUBDIVISIONVILLAGE OF PLAINFIELD, ILLINOISFINAL PLAT OF SUBDIVISION2 2 March 8, 2023 - 10:24 Dwg Name: P:\Arbpfil01\dwg\Surv\Final Drawings\Plat of Subdivision\ARB.PFIL01-PS.dwg Updated By: MSchmitt3686 3686 062-068509 62 Traffic Impact Study Proposed Residential Development Plainfield, Illinois Prepared For: March 14, 2023 SITE 63 Proposed Residential Development Plainfield, Illinois 1 1. Introduction This report summarizes the methodologies, results, and findings of a traffic impact study conducted by Kenig, Lindgren, O’Hara, Aboona, Inc. (KLOA, Inc.) for a proposed residential development to be located in Plainfield, Illinois. The site, which is currently vacant, is located in the northeast corner of the intersection of 127th Street with 248th Avenue. As proposed, the site will be developed with four apartment buildings with a total of 192 units and eight townhomes. Access to the development will be provided via a full-movement access drive and a right-in/right- out access drive off 248th Avenue. The purpose of this study was to examine background traffic conditions, assess the impact that the proposed development will have on traffic conditions in the area, and determine if any additional roadway or access improvements are necessary to accommodate traffic generated by the proposed development. Figure 1 shows the location of the site in relation to the area roadway system. Figure 2 shows an aerial view of the site. The sections of this report present the following: • Existing roadway conditions • A description of the proposed development • Directional distribution of the development traffic • Vehicle trip generation for the development • Future traffic conditions including access to the development • Traffic analyses for the weekday morning and weekday evening peak hours • Recommendations with respect to adequacy of the site access and adjacent roadway system Traffic capacity analyses were conducted for the weekday morning and weekday evening peak hours for the following conditions: 1. Year 2023 Base Conditions – Analyzes the capacity of the existing roadway system using existing peak hour traffic volumes in the surrounding area. 2. Year 2029 No-Build Conditions – Analyzes the capacity of the existing roadway system using existing traffic volumes increased by an ambient area growth factor not attributable to any particular development and the traffic that will be generated by the Bronk Farm development. 3. Year 2029 Total Projected Conditions – Analyzes the capacity of the future roadway system using the projected traffic volumes that include the Year 2029 no-build volumes and the traffic estimated to be generated by the proposed development. 4. Year 2023 Base and Year 2029 Total Projected Conditions (School Peak) – Analyzes the capacity of the existing and future roadway system during the peak hours of Plainfield North High School activity. 64 Proposed Residential Development Plainfield, Illinois 2 Site Location Figure 1 SITE 65 Proposed Residential Development Plainfield, Illinois 3 Aerial View of Site Figure 2 Van Dyke Road127th Street 248th AvenueSITE 66 Proposed Residential Development Plainfield, Illinois 4 2. Existing Conditions Existing transportation conditions in the vicinity of the site were documented based on field visits conducted by KLOA, Inc. in order to obtain a database for projecting future conditions. The following provides a description of the geographical location of the site, physical characteristics of the area roadway system including lane usage and traffic control devices, and existing peak hour traffic volumes. Site Location The site, which is currently vacant, is bounded by the North Point residential subdivision to the north, Edward Elmhurst Health to the east, 127th Street to the south, and 248th Avenue to the west. Land uses within the vicinity of the site are primarily residential. The Children’s Courtyard of Plainfield is located on the west side of 248th Avenue opposite the site. The Plainfield North High School is located in the southeast corner of 248th Avenue with 119th Street. Existing Roadway System Characteristics The characteristics of the existing roadways near the development are described below and illustrated in Figure 3. 127th Street is an east-west major collector roadway that generally provides one lane in each direction. Between Van Dyke Road and 248th Avenue, 127th Street provides one eastbound lane and two westbound lanes and is generally divided by a landscape median. At its signalized intersection with U.S. Route 30, 127th Street provides an exclusive left-turn lane and a combined through/right-turn lane on both approaches. At its signalized intersection with 248th Avenue, 127th Street provides an exclusive left-turn lane and a through lane on the eastbound approach and a through lane and an exclusive right-turn lane on the westbound approach. At its signalized intersection with Van Dyke Road, 127th Street provides an exclusive left-turn lane, a through lane, and an exclusive right-turn lane on the eastbound approach and an exclusive left-turn lane and a combined through/right-turn lane on the westbound approach. At its unsignalized intersection with the Edward Elmhurst Health access drive, 127th Street provides an exclusive left-turn lane and a through lane on the eastbound approach and a through lane and a combined through/right-turn lane on the westbound approach. The access drive provides an exclusive left-turn lane and an exclusive right-turn lane on the southbound approach. At its unsignalized intersection with Waterford Boulevard, 127th Street provides a combined through/right-turn lane on the eastbound approach and an exclusive left-turn lane and a through lane on the westbound approach. 127th Street is under the jurisdiction of the Village of Plainfield within the Village limits and is otherwise under the jurisdiction of Wheatland Township. 127th Street carries an annual average daily traffic (AADT) volume of 8,600 vehicles (Illinois Department of Transportation [IDOT] 2019) west of U.S. Route 30 and 14,100 vehicles (IDOT 2019) east of Van Dyke Road. 127th Street has a posted speed limit of 45 miles per hour west of 248th Avenue, 40 miles per hour between 248th Avenue and Van Dyke Road, and 35 miles per hour east of Van Dyke Road. 67 SITE HEALTH EDWARD ELMHURST NORTH POINTE (PLANNED DEVELOPMENT) BRONK FARM WOODS CANTERBURY COURTYARD THE CHILDREN'S CROSSING KINGS 30 Figure: 3 Kenig,Lindgren,O'Hara,Aboona,Inc. Job No: 23-030 Existing Roadway Characteristics - TRAVEL LANE - TRAFFIC SIGNAL - STOP SIGN - SPEED LIMITXX - HIGH VISIBILITY CROSSWALK - STANDARD CROSSWALK - HIGH VISIBILITY CROSSWALK - HIGH VISIBILITY CROSSWALK LEGEND - RAILROAD CROSSING Plainfield, Illinois Development Proposed Residential N NOT TO SCALEAVENUE248TH ROADVAN DYKEDRIVE PRAIRIE GROVE B O U L E V A R DWA T E R F O R D ACCESS DRIVEEDWARD ELMHURSTSTREET 127THHIGHWAYLINCOLN ACCESS DRIVE CHILDREN'S COURTYARD 45 55 45 55 25 25 45 25 45 40 40 35 45 45 45 68 Proposed Residential Development Plainfield, Illinois 6 248th Avenue is a north-south local roadway that extends north from 127th Street and provides one lane in each direction. At its signalized intersection with 127th Street, 248th Avenue provides an exclusive left-turn lane and an exclusive right-turn lane on the southbound approach. At its unsignalized intersection with Prairie Grove Drive, 248th Avenue provides an exclusive left-turn lane and a shared through/right-turn lane on both approaches. At its unsignalized intersection with the Children’s Courtyard access drive, 248th Avenue provides an exclusive left-turn lane and a through lane on the northbound approach and a shared through/right-turn lane on the southbound approach. The access drive provides a left-turn lane and a right-turn lane on the eastbound approach. 248th Street is under the jurisdiction of the Village of Plainfield, carries an AADT volume of 7,400 vehicles (IDOT 2019), and has a posted speed limit of 45 miles per hour. U.S. Route 30 (Lincoln Highway) is a north-south other principal arterial roadway that in the vicinity of the site provides one lane in each direction. At its signalized intersection with 127th Street, U.S. Route 30 provides an exclusive left-turn lane, a through lane, and an exclusive right- turn lane on the northbound approach and an exclusive left-turn lane and a shared through/right- turn lane on the southbound approach. Within the study area, U.S. Route 30 closely parallels the Canadian National Railway right-of-way, with its intersection with 127th Street being less than 150 feet from a railroad crossing. U.S. Route 30 carries an AADT volume of 16,300 vehicles (IDOT 2021) north of 135th Street and 14,900 vehicles (IDOT 2019) south of 135th Street. U.S. Route 30 is under the jurisdiction of IDOT and has a posted speed limit of 55 miles per hour. Van Dyke Road is a north-south major collector roadway that in the vicinity of the site provides two lanes in each direction. At its signalized intersection with 127th Street, Van Dyke Road provides an exclusive left-turn lane, a through lane, and a combined through/right-turn lane on both approaches. Van Dyke Road is under the jurisdiction of the Village of Plainfield within the Village limits and is otherwise under the jurisdiction of Wheatland Township. Van Dyke Road carries an AADT volume of 5,550 vehicles north of 127th Street and 9,250 vehicles south of 127th Street (IDOT 2019) and has a posted speed limit of 45 miles per hour. Waterford Boulevard is a north-south local roadway that provides one lane in each direction generally separated by a landscaped median. At its unsignalized intersection with 127th Street, Waterford Boulevard provides an exclusive left-turn lane and an exclusive right-turn lane on the northbound approach and is under stop sign control. Waterford Boulevard is under the jurisdiction of the Village of Plainfield and has a posted speed limit of 25 miles per hour. Prairie Grove Drive is an east-west local roadway that provides one lane in each direction generally separated by a landscaped median. At its unsignalized intersection with 248th Avenue, Prairie Grove Drive provides a shared left-turn/through/right-turn lane on both approaches and is under stop sign control. Prairie Grove Drive is under the jurisdiction of the Village of Plainfield and has a posted speed limit of 25 miles per hour. 69 Proposed Residential Development Plainfield, Illinois 7 Year 2023 Base Traffic Volumes In order to determine current traffic conditions within the study area, KLOA, Inc. conducted peak period traffic counts at the following intersections: Tuesday, February 28, 2023 • 127th Street with 248th Avenue • 248th Avenue with Prairie Grove Drive Tuesday, September 21, 2021 • 127th Street with U.S. Route 30 • 127th Street with Waterford Boulevard • 127th Street with Edward Elmhurst Health Access Drive • 127th Street with Van Dyke Road The traffic counts were conducted during the weekday morning (7:00 A.M. to 9:00 A.M.) and weekday evening (4:00 P.M. to 6:00 P.M.) peak periods. The results of the traffic counts show that the peak hours of traffic generally occur between 7:30 A.M. and 8:30 A.M. during the weekday morning peak period and between 5:00 P.M. and 6:00 P.M. during the weekday evening peak period. When the 2021 traffic counts were compared to the 2023 traffic counts, total traffic volumes on 127th Street were found to be comparable and, as such, the 2021 traffic counts were not increased. In order to provide a conservative analysis, 2021 and 2023 traffic volumes along 127th Street were increased to balance the traffic between the intersections. Copies of the traffic count summary sheets are included in the Appendix. Turning movements to and from the Children’s Courtyard were based on vehicle trip generation rates contained in Trip Generation Manual, 11th Edition, published by the Institute of Transportation Engineers (ITE). Table A, included in the appendix, shows the estimated trip generation. It should be noted that the area roadways in the vicinity of the site, especially 248th Avenue, experience additional peak hours related to the traffic activities at Plainfield North High School. These peak hours are discussed later in the report. The Year 2023 base traffic volumes are illustrated in Figure 4. 70 SITE 30 101 (271)308 (621) 371 (438)238 (187)107 (137)160 (467) 350 (332) 297 (4 1 6 )138 (237)216 (291)142 (142)131 (225)194 (291)101 (215) 243 (588) 166 (141) 397 (455)3 3 5 (3 3 9 ) 330 (757) 481 (582) 271 (697) 526 (559) 25 (13) 1 (0) 33 (19)13 (23)6 (24)12 (19) 2 (0) 4 (9)2 (28)4 (36)73 (65)41 (47)44 (40)62 (70) 4 (11) 20 (53) 1 3 7 (1 2 8 ) 43 (153) 41 (111)1 (8) 2 (12) 23 (44)51 (153)58 (15)14 (46)24 (58)74 (34) 71 (44) 63 (158)45 (77)25 (59)32 (50) 65 (168)71 (111)4 (9)37 (37)1 (2 8) 72 (86) Figure: 4 Kenig,Lindgren,O'Hara,Aboona,Inc. Job No: 23-030 Year 2023 Base Traffic Volumes Plainfield, Illinois Development Proposed Residential N NOT TO SCALE LEGEND 00 (00) - AM PEAK HOUR (7:30-8:30 AM) - PM PEAK HOUR (5:00-6:00 PM) B A AVENUE248THACCESS DRIVE ACCESS DRIVE/NORTH CHILDREN'S COURTYARD 248TH AVENUE @ ROADVAN DYKEB DRIVE PRAIRIE GROVE B O U L E V A R DWA T E RF O R D ACCESS DRIVEEDWARD ELMHURSTRI/RO ACCESS DRIVE 248TH AVENUE @ A STREET 127THHIGHWAYLINCOLN 71 Proposed Residential Development Plainfield, Illinois 9 Crash Analysis KLOA, Inc. obtained accident data for the most recent available past six years (2017 to 2021) for the study area intersections. A review of the data revealed the following: • Four crashes were reported at the intersection of 127th Street with Waterford Boulevard. • One crash was reported at the intersections of 127th Street with the Edward Elmhurst Health access drive. • Two crashes were reported at the intersection of 248th Avenue with Prairie Grove Drive. • No fatalities were reported at any intersection during the reviewed period. Summaries of the crash data at the intersections of 127th Street with U.S. Route 30, 248th Avenue, and Van Dyke Road are shown in Tables 1 through 3. Table 1 127TH STREET WITH U.S. ROUTE 30 - CRASH SUMMARY Year Type of Crash Frequency Angle Pedestrian Object Rear End Sideswipe Turning Other Total 2017 0 0 0 5 0 1 0 6 2018 1 0 1 6 0 1 0 9 2019 1 0 0 4 1 1 0 7 2020 1 0 0 1 0 0 0 2 2021 0 0 1 5 0 0 0 6 Total 3 0 2 21 1 3 0 30 Average <1.0 -- <1.0 4.2 <1.0 <1.0 -- 6.0 72 Proposed Residential Development Plainfield, Illinois 10 Table 2 127TH STREET WITH 248TH AVENUE - CRASH SUMMARY Year Type of Crash Frequency Angle Pedestrian Object Rear End Sideswipe Turning Other Total 2017 0 0 0 2 0 2 0 4 2018 0 0 1 3 0 1 0 5 2019 0 0 1 2 0 1 0 4 2020 0 0 0 1 0 0 0 1 2021 0 0 0 1 0 1 0 2 Total 0 0 2 9 0 5 0 16 Average -- -- <1.0 1.8 -- 1.0 -- 3.2 Table 3 127TH STREET WITH VAN DYKE ROAD - CRASH SUMMARY Year Type of Crash Frequency Angle Pedestrian Object Rear End Sideswipe Turning Other Total 2017 2 1 0 3 0 4 0 10 2018 3 0 1 3 0 4 0 11 2019 1 0 0 2 0 2 0 5 2020 1 0 0 2 0 2 0 5 2021 0 0 0 3 0 1 0 4 Total 7 1 1 13 0 13 0 35 Average 1.4 <1.0 <1.0 1.6 -- 1.6 -- 7.0 73 Proposed Residential Development Plainfield, Illinois 11 3. Traffic Characteristics of the Proposed Development In order to properly evaluate future traffic conditions in the surrounding area, it was necessary to determine the traffic characteristics of the proposed development, including the directional distribution and volumes of traffic that it will generate. Proposed Site and Development Plan As proposed, the site will be developed with four apartment buildings with a total of 192 units and eight townhomes. Access to the development will be provided as follows: • A proposed full-movement access drive on the east side of 248th Avenue approximately 620 feet north of 127th Street aligned opposite the Children’s Courtyard access drive. The access drive will provide one inbound lane and two outbound lanes striped to provide a thorough/left-turn lane and a right-turn lane and divided by a landscape median. Outbound movements should be under stop sign control. The existing striped median on 248th Avenue should be restriped to provide a southbound left-turn lane serving this access drive. • A proposed right-in/right-out access drive on 248th Avenue located approximately 330 feet north of 127th Street. The access drive will provide one inbound lane and one outbound lane with left-turn movements restricted via striping, signage, and channelization. A copy of the preliminary site plan is included in the Appendix. Directional Distribution The directions from which residents will approach and depart the site were estimated based on existing travel patterns, as determined from the traffic counts. Figure 5 illustrates the directional distribution of the development-generated traffic. Figure 5 also shows the distance, in feet, between the existing and proposed access intersections. 74 SITE 30 10%330'290'910'25%10%15%2 0 %2 0 %Figure: 5 Kenig,Lindgren,O'Hara,Aboona,Inc. Job No: 23-030 Directional Distribution LEGEND 00' 00%- PERCENT DISTRIBUTION - DISTANCE IN FEET Plainfield, Illinois Development Proposed Residential N NOT TO SCALEAVENUE248TH ROADVAN DYKEDRIVE PRAIRIE GROVE B O U L E V A R DWA T E RF O R D ACCESS DRIVEEDWARD ELMHURSTSTREET 127THHIGHWAYLINCOLN 75 Proposed Residential Development Plainfield, Illinois 13 Peak Hour Traffic Volumes The number of peak hour trips estimated to be generated by the proposed residential development was based on vehicle trip generation rates contained in Trip Generation Manual, 11th Edition, published by the Institute of Transportation Engineers (ITE). The “Single-Family Attached Housing” (Land-Use Code 215) and “Multifamily Housing, Low-Rise” (Land-Use Code 220) rates were used to determine the traffic to be generated by the development. Table 4 shows the weekday morning and weekday evening peak hour traffic to be generated by the proposed residential development as well as the daily total traffic volumes. Table 4 PROJECTED DEVELOPMENT-GENERATED TRAFFIC VOLUMES ITE Land Use Code Type/Size Weekday Morning Peak Hour Weekday Evening Peak Hour Daily Trips In Out Total In Out Total In Out Total 215 Single Family Attached Housing (8 Units) 1 3 4 3 2 5 29 29 58 220 Multifamily Housing, Low-Rise (192 Units) 20 62 82 65 38 103 653 653 1,306 Total 21 65 86 68 40 108 682 682 1,364 76 Proposed Residential Development Plainfield, Illinois 14 4. Projected Traffic Conditions The total projected traffic volumes include the base traffic volumes, increase in background traffic due to growth, and the traffic estimated to be generated by the proposed subject development. Development Traffic Assignment The estimated weekday morning and evening peak hour traffic volumes that will be generated by the proposed development were assigned to the roadway system in accordance with the previously described directional distribution (Figure 5). The traffic assignment for the development is illustrated in Figure 6. Background (No-Build) Traffic Conditions The Year 2023 base volumes (Figure 4) were increased by a regional growth factor to account for the increase in existing traffic related to regional growth in the area (i.e., not attributable to any particular planned development). Based on Average Daily Traffic (ADT) projections provided by the Chicago Metropolitan Agency for Planning (CMAP), the base traffic volumes were increased by an annually compounded growth rate of 1.5 percent per year for six years (buildout year plus five years) for a total of approximately 9.0 percent to project Year 2029 no-build conditions. A copy of the CMAP 2050 projections letter is included in the Appendix. In addition the traffic that will be generated by the planned Bronk Farm development was added to the Year 2023 base traffic volumes, increased by the ambient growth factor, to determine the Year 2029 no-build conditions. The Year 2029 no-build conditions are illustrated in Figure 7. Total Projected Traffic Volumes The development-generated traffic (Figure 6) was added to the Year 2029 no-build traffic volumes (Figure 7) to determine the Year 2029 total projected traffic volumes, illustrated in Figure 8. 77 SITE 30 4 (2) 55 (34)5 (17)3 (10)6 (4)13 (41)33 (20)3 (10)10 (6)6 (4)55 (34)5 (17)4 (1 4) 13 (8) 7 (4) 13 (8) 10 (35) 33 (20)22 (14)8 (23) 10 (35) 8 (23) 22 (14) 6 (16)2 (7)15 (10) 7 (4)2 (7) 4 (1 4) Figure: 6 Kenig,Lindgren,O'Hara,Aboona,Inc. Job No: 23-030 Site-Generated Traffic Volumes Plainfield, Illinois Development Proposed Residential N NOT TO SCALE LEGEND 00 (00) - AM PEAK HOUR (7:30-8:30 AM) - PM PEAK HOUR (5:00-6:00 PM) B C A AVENUE248THRI/RO ACCESS DRIVE 248TH AVENUE @ ACCESS DRIVE ACCESS DRIVE/NORTH CHILDREN'S COURTYARD 248TH AVENUE @ ROADVAN DYKEB C DRIVE PRAIRIE GROVE B O U L E V A R DWA T E RF O R D ACCESS DRIVEEDWARD ELMHURSTRI/RO ACCESS DRIVE 248TH AVENUE @ A STREET 127THHIGHWAYLINCOLN 78 SITE 30 114 (309)333 (695) 431 (488)267 (209)133 (159)109 (115) 195 (523) 389 (386) 3 2 4 (4 5 3 )156 (264)240 (323)155 (155)149 (252)218 (323)110 (234) 311 (671) 181 (154) 445 (546)3 6 5 (3 7 0) 358 (826) 527 (634) 344 (794) 589 (663) 25 (13) 1 (0) 33 (19)13 (23)6 (24)12 (19) 2 (0) 4 (9)2 (28)4 (36)73 (65)41 (47)44 (40)62 (70) 4 (12) 22 (58) 1 4 9 (1 4 0 ) 47 (167) 56 (157)1 (9) 5 (20) 23 (44)56 (167)58 (15)14 (46)24 (58)74 (34) 90 (57) 69 (172)49 (84)30 (74)35 (55) 80 (120)77 (121)7 (11)37 (37)1 (3 1) Figure: 7 Kenig,Lindgren,O'Hara,Aboona,Inc. Job No: 23-030 Year 2029 No-Build Traffic Volumes Plainfield, Illinois Development Proposed Residential N NOT TO SCALE LEGEND 00 (00) - AM PEAK HOUR (7:30-8:30 AM) - PM PEAK HOUR (5:00-6:00 PM) B A AVENUE248THACCESS DRIVE ACCESS DRIVE/NORTH CHILDREN'S COURTYARD 248TH AVENUE @ ROADVAN DYKEB DRIVE PRAIRIE GROVE B O U L E V A R DWA T E RF O R D ACCESS DRIVEEDWARD ELMHURSTRI/RO ACCESS DRIVE 248TH AVENUE @ A STREET 127THHIGHWAYLINCOLN 79 SITE 30 114 (309)339 (711) 446 (498)267 (209)133 (159)122 (123) 202 (527) 391 (393) 3 2 4 (4 5 3 )159 (274)250 (329)177 (169)149 (252)224 (327)118 (257) 311 (671) 191 (189) 445 (546)296 (405)266 (356)3 6 5 (3 7 0) 366 (849) 549 (648) 377 (814) 599 (698) 25 (13) 1 (0) 33 (19)13 (23)6 (24)12 (19) 2 (0) 4 (9)2 (28)4 (36)4 (2) 0 (0) 55 (34)73 (65)5 (17)41 (47) 0 (0)3 (10)44 (40)62 (70) 6 (4)13 (41)4 (12) 22 (58) 1 5 3 (1 5 4 ) 60 (175) 6 0 (171)1 (9) 5 (20) 23 (44)89 (187)58 (15)14 (46)24 (58)74 (34) 90 (57) 76 (176)49 (84)30 (74)35 (55) 80 (120)79 (128)7 (11)37 (37)1 (3 1) Figure: 8 Kenig,Lindgren,O'Hara,Aboona,Inc. Job No: 23-030 N NOT TO SCALE Year 2029 Total Traffic Volumes LEGEND 00 (00) - AM PEAK HOUR (7:30-8:30 AM) - PM PEAK HOUR (5:00-6:00 PM) B C A AVENUE248THRI/RO ACCESS DRIVE 248TH AVENUE @ ACCESS DRIVE ACCESS DRIVE/NORTH CHILDREN'S COURTYARD 248TH AVENUE @ ROADVAN DYKEB C DRIVE PRAIRIE GROVE B O U L E V A R DWA T E RF O R D ACCESS DRIVEEDWARD ELMHURSTRI/RO ACCESS DRIVE 248TH AVENUE @ A STREET 127THHIGHWAYLINCOLN Plainfield, Illinois Development Proposed Residential 80 Proposed Residential Development Plainfield, Illinois 18 5. Traffic Analysis and Recommendations The following provides an evaluation conducted for the weekday morning and weekday evening peak hours. The analysis includes conducting capacity analyses to determine how well the roadway system and access drives are projected to operate and whether any roadway improvements or modifications are required. Traffic Analyses Roadway and adjacent or nearby intersection analyses were performed for the weekday morning and weekday evening peak hours for the Year 2023 base, Year 2029 no-build, and Year 2029 total projected traffic volumes. The traffic analyses were performed using the methodologies outlined in the Transportation Research Board’s Highway Capacity Manual (HCM), 6th Edition and analyzed using Synchro/SimTraffic 11 software. The analysis for the traffic-signal controlled intersections were accomplished using actual and field-measured cycle lengths and phasings to determine the average overall vehicle delay and levels of service. The analyses for the unsignalized intersections determine the average control delay to vehicles at an intersection. Control delay is the elapsed time from a vehicle joining the queue at a stop sign (includes the time required to decelerate to a stop) until its departure from the stop sign and resumption of free flow speed. The methodology analyzes each intersection approach controlled by a stop sign and considers traffic volumes on all approaches and lane characteristics. The ability of an intersection to accommodate traffic flow is expressed in terms of level of service, which is assigned a letter from A to F based on the average control delay experienced by vehicles passing through the intersection. The Highway Capacity Manual definitions for levels of service and the corresponding control delay for signalized intersections and unsignalized intersections are included in the Appendix of this report. Summaries of the traffic analysis results showing the level of service and overall intersection delay (measured in seconds) for the Year 2023 base, Year 2029 no-build, and Year 2029 total projected conditions are presented in Tables 5 through 10. A discussion of each intersection follows. Summary sheets for the capacity analyses are included in the Appendix. 81 Proposed Residential Development Plainfield, Illinois 19 Table 5 CAPACITY ANALYSIS RESULTS – 127TH STREET WITH U.S. ROUTE 30– SIGNALIZED Peak Hour Eastbound Westbound Northbound Southbound Overall L T/R L T/R L T R L T/R Year 2023 Base Traffic Volumes Weekday Morning Peak Hour D 53.2 D 35.8 D 48.0 C 23.5 D 54.0 C 31.0 C 27.4 D 51.2 C 24.4 C 30.5 D – 36.0 C – 27.3 C – 30.0 C – 27.6 Weekday Evening Peak Hour E 72.5 E 59.0 E 68.8 D 36.7 E 74.7 D 50.9 D 40.1 E 74.2 D 41.9 D 49.2 E – 59.4 D – 43.7 D – 49.4 D – 48.6 Year 2029 No-Build Traffic Volumes Weekday Morning Peak Hour E 58.8 D 42.8 D 54.8 C 26.6 E 59.0 C 36.7 C 31.0 E 60.3 C 27.2 D 35.4 D – 43.0 C – 30.3 D – 35.1 C – 32.1 Weekday Evening Peak Hour E 76.7 E 69.4 E 78.1 D 43.6 F 83.2 E 58.5 D 43.0 F 94.8 D 46.7 E 57.6 E – 69.6 D – 50.8 E – 55.9 E – 58.9 Year 2029 Total Projected Traffic Volumes Weekday Morning Peak Hour E 59.0 D 43.1 E 56.3 C 27.3 E 60.0 C 37.0 C 31.3 E 61.5 C 27.4 D 35.9 D – 43.3 C – 31.8 D – 35.3 C – 32.7 Weekday Evening Peak Hour E 76.9 E 71.0 F 80.2 D 44.7 F 83.9 E 59.4 D 44.1 F 105.3 D 47.2 E 59.4 E – 71.1 D – 52.2 E – 56.5 E – 62.9 Letter denotes Level of Service Delay is measured in seconds. L – Left Turns T – Through R – Right Turns 82 Proposed Residential Development Plainfield, Illinois 20 Table 6 CAPACITY ANALYSIS RESULTS – 127TH STREET WITH 248TH AVENUE– SIGNALIZED Peak Hour Eastbound Westbound Southbound Overall L T T R L R Year 2023 Base Traffic Volumes Weekday Morning Peak Hour A 5.8 A 7.4 B 17.8 A 4.6 C 24.5 A 7.7 B 11.4 A – 6.9 B – 13.9 C – 20.1 Weekday Evening Peak Hour A 6.8 A 7.3 C 21.8 A 2.7 D 37.7 A 8.5 B 14.4 A – 7.2 B – 16.7 C – 22.6 Year 2029 No-Build Traffic Volumes Weekday Morning Peak Hour A 6.3 A 7.8 B 19.7 A 4.4 C 28.3 A 8.2 B 12.8 A – 7.4 B – 15.7 C – 22.9 Weekday Evening Peak Hour B 11.1 A 8.5 C 25.7 A 3.4 D 39.8 A 8.3 B 16.6 A – 9.0 B – 20.0 C – 23.4 Year 2029 Total Projected Traffic Volumes Weekday Morning Peak Hour A 6.9 A 8.3 C 20.8 A 4.5 C 29.2 A 7.3 B 13.4 A – 7.9 B – 16.3 C – 21.9 Weekday Evening Peak Hour B 17.4 A 8.9 C 27.3 A 3.5 D 40.8 A 8.0 B 17.7 B – 11.1 B – 20.7 C – 23.6 Letter denotes Level of Service Delay is measured in seconds. L – Left Turns T – Through R – Right Turns 83 Proposed Residential Development Plainfield, Illinois 21 Table 7 CAPACITY ANALYSIS RESULTS – 127TH STREET WITH VAN DYKE ROAD – SIGNALIZED Peak Hour Eastbound Westbound Northbound Southbound Overall L T R L T/R L T/R L T/R Year 2023 Base Traffic Volumes Weekday Morning Peak Hour B 11.7 C 28.4 A 1.5 B 11.5 C 29.5 B 16.6 C 21.5 B 16.7 C 20.8 C 22.8 C – 22.7 C – 26.6 C – 20.7 B – 19.7 Weekday Evening Peak Hour B 10.7 C 27.5 A 4.3 B 13.5 D 38.5 B 18.7 B 15.8 B 17.6 C 24.8 C 25.0 C – 20.6 C – 33.5 B – 16.6 C – 23.4 Year 2029 No-Build Traffic Volumes Weekday Morning Peak Hour B 12.2 C 30.1 A 1.8 B 12.4 C 28.8 B 18.1 C 23.5 B 18.4 C 21.7 C 23.8 C – 24.0 C – 25.9 C – 22.6 C – 20.9 Weekday Evening Peak Hour B 11.7 C 29.3 A 4.1 B 18.7 D 52.3 B 19.9 B 16.0 B 18.1 C 26.0 C 29.9 C – 21.9 D – 45.0 B – 17.0 C – 24.6 Year 2029 Total Projected Traffic Volumes Weekday Morning Peak Hour B 12.2 C 30.9 A 2.2 B 12.7 C 28.8 B 18.3 C 23.7 B 18.5 C 21.9 C 24.1 C – 24.6 C – 26.0 C – 22.8 C – 21.0 Weekday Evening Peak Hour B 11.7 C 30.0 A 4.1 B 19.7 E 57.0 C 20.3 B 16.1 B 18.2 C 26.1 C 31.5 C – 22.4 D – 49.0 B – 17.1 C – 24.7 Letter denotes Level of Service Delay is measured in seconds. L – Left Turns T – Through R – Right Turns 84 Proposed Residential Development Plainfield, Illinois 22 Table 8 CAPACITY ANALYSIS RESULTS – YEAR 2023 BASE CONDITIONS – UNSIGNALIZED Intersection Weekday Morning Peak Hour Weekday Evening Peak Hour LOS Delay LOS Delay 127th Street with Waterford Boulevard • Westbound Left Turn A 9.1 A 9.1 • Northbound Left Turn C 19.0 E 40.1 • Northbound Right Turn B 13.3 B 13.7 127th Street with the Edward Elmhurst Health Access Drive • Eastbound Left Turn A 8.5 A 10.0 • Southbound Left Turn C 16.9 D 27.3 • Southbound Right Turn A 9.8 B 12.3 248th Avenue with Prairie Grove Drive • Eastbound Approach B 10.7 B 13.3 • Westbound Approach B 10.7 B 12.8 • Northbound Left Turn A 7.5 A 7.9 • Southbound Left Turn A 7.7 A 8.1 248th Avenue with the Children’s Courtyard Access Drive • Eastbound Left Turn B 13.0 C 15.7 • Eastbound Right Turn A 9.4 B 10.1 • Northbound Left Turn A 7.7 A 7.9 LOS = Level of Service Delay is Measured in Seconds 85 Proposed Residential Development Plainfield, Illinois 23 Table 9 CAPACITY ANALYSIS RESULTS – YEAR 2029 NO-BUILD CONDITIONS UNSIGNALIZED Intersection Weekday Morning Peak Hour Weekday Evening Peak Hour LOS Delay LOS Delay 127th Street with Waterford Boulevard • Westbound Left Turn A 9.4 A 9.6 • Northbound Left Turn C 22.9 F 58.5 • Northbound Right Turn B 14.3 C 15.4 127th Street with the Edward Elmhurst Health Access Drive and Vicarage Drive • Eastbound Left Turn A 8.5 B 10.3 • Westbound Left Turn A 8.8 A 9.5 • Northbound Left Turn C 20.1 F 58.9 • Northbound Through/Right Turn B 13.2 B 14.3 • Southbound Left Turn C 23.4 F 53.0 • Southbound Through/Right Turn A 9.9 B 12.8 248th Avenue with Prairie Grove Drive • Eastbound Approach B 11.1 B 14.0 • Westbound Approach B 11.1 B 13.5 • Northbound Left Turn A 7.6 A 8.0 • Southbound Left Turn A 7.8 A 8.2 248th Avenue with the Children’s Courtyard Access Drive • Eastbound Left Turn B 13.6 C 16.7 • Eastbound Right Turn A 9.5 B 10.3 • Northbound Left Turn A 7.8 A 8.0 LOS = Level of Service Delay is Measured in Seconds 86 Proposed Residential Development Plainfield, Illinois 24 Table 10 CAPACITY ANALYSIS RESULTS – YEAR 2029 TOTAL PROJECTED CONDITIONS UNSIGNALIZED Intersection Weekday Morning Peak Hour Weekday Evening Peak Hour LOS Delay LOS Delay 127th Street with Waterford Boulevard • Westbound Left Turn A 9.5 A 9.8 • Northbound Left Turn C 24.3 F 64.7 • Northbound Right Turn B 14.4 C 16.1 127th Street with the Edward Elmhurst Health Access Drive and Vicarage Drive • Eastbound Left Turn A 8.7 B 10.5 • Westbound Left Turn A 8.9 A 9.6 • Northbound Left Turn C 20.8 F 64.0 • Northbound Through/Right Turn B 13.5 B 14.5 • Southbound Left Turn C 24.3 F 56.9 • Southbound Through/Right Turn B 10.0 B 13.0 248th Avenue with Prairie Grove Drive • Eastbound Approach B 11.2 B 14.3 • Westbound Approach B 11.1 B 13.7 • Northbound Left Turn A 7.6 A 8.1 • Southbound Left Turn A 7.8 A 8.2 248th Avenue with the Children’s Courtyard Access Drive and the Site Access Drive • Eastbound Left Turn B 14.9 C 20.0 • Eastbound Through/Right Turn A 9.5 B 10.3 • Westbound Left Turn/Through C 16.9 C 21.9 • Westbound Right Turn A 9.5 B 10.2 • Northbound Left Turn A 7.8 A 8.0 • Southbound Left Turn A 7.7 A 8.0 248th Avenue with the Site Right-In/Right-Out Access Drive • Westbound Approach B 10.0 B 10.7 LOS = Level of Service Delay is Measured in Seconds 87 Proposed Residential Development Plainfield, Illinois 25 Discussion and Recommendations The following summarizes how the intersections are projected to operate and identifies any roadway and traffic control improvements necessary to accommodate the development-generated traffic. 127th Street with U.S. Route 30 The results of the capacity analysis indicate that overall, this intersection currently operates at Level of Service (LOS) C during the weekday morning peak hour and LOS D during the weekday evening peak hour. It should be noted that the left-turn movements currently operate at LOS D or E as a result of the long cycle length (150 seconds) and their protected-only operations. The protected-only operations of the left turns cannot be altered due to intersection geometry and the at-grade railroad crossing. The left-turn movements operate below capacity. Under Year 2029 no- build conditions, this intersection is projected to operate at LOS D during the weekday morning peak hour and LOS E during the weekday evening peak hour. Under Year 2029 total projected conditions, this intersection is projected to continue operating at LOS D during the weekday morning peak hour and at LOS E during the weekday evening peak hour with increases in delay of less than two seconds. Further, all left-turn movements are projected to continue to operate below capacity. Overall, the proposed development is projected to increase the volume of traffic traversing this intersection by two to three percent during the peak hours. As such, this intersection has sufficient reserve capacity to accommodate the traffic estimated to be generated by the proposed development and no roadway improvements or signal modifications will be required. 127th Street with 248th Avenue The results of the capacity analysis indicate that overall, this intersection currently operates at LOS B during the weekday morning and weekday evening peak hours. Further, all movements currently operate at LOS D or better during both peak hours. Under Year 2029 no-build conditions, this intersection is projected to continue to operate at LOS B during both peak hours. Under Year 2029 total projected conditions, this intersection is projected to continue operating at LOS B during both peak hours with increases in delay of approximately one second or less over no-build conditions. Further, all movements are projected to continue to operate at LOS D or better during both peak hours. It should be noted that under total projected conditions, 95th percentile eastbound left-turn queues are projected to exceed the existing storage of 95 feet by approximately one vehicle. However, this overflow is not expected to have a significant impact on the eastbound through movement, as the eastbound through and left-turn movements always operate simultaneously, and the one additional vehicle can generally be accommodated within the existing median. The eastbound left-turn storage cannot be increased due to the westbound left-turn lane on 127th Street serving Waterford Boulevard. Overall, the proposed development is projected to increase the volume of traffic traversing this intersection by five to six percent during the peak hours. As such, this intersection has sufficient reserve capacity to accommodate the traffic estimated to be generated by the proposed development and no roadway improvements or signal modifications will be required. 88 Proposed Residential Development Plainfield, Illinois 26 127th Street with Van Dyke Road The results of the capacity analysis indicate that overall, this intersection currently operates at LOS C during the weekday morning and weekday evening peak hours. Under Year 2029 no-build conditions, this intersection is projected to continue to operate at LOS C during both peak hours. Under Year 2029 total projected conditions, this intersection is projected to continue to operate at LOS C during both peak hours with increases in delay of less than two seconds. Overall, the proposed development is projected to increase the volume of traffic traversing this intersection by one to two percent during the peak hours. As such, this intersection has sufficient reserve capacity to accommodate the traffic estimated to be generated by the proposed development and no roadway improvements or signal modifications will be required. 127th Street with Waterford Boulevard The results of the capacity analysis indicate that all critical movements at this intersection currently operate at LOS C or better during the weekday morning and weekday evening peak hours except the northbound left-turn movement, which operates at LOS E during the weekday evening peak hour. Under Year 2029 no-build conditions, all critical movements are projected to operate at LOS C or better except the northbound left-turn movement, which is projected to operate at LOS F during the weekday evening peak hour. It should be noted that this delay is typical and expected for left-turn movements at unsignalized intersections of local roadways with major collectors such as 127th Street. Under Year 2029 total projected conditions, all critical movements are projected to continue to operate at LOS C or better except the northbound left-turn movement, which is projected to continue to operate at LOS F during the weekday evening peak hour. The proposed development is not projected to increase the volume of turning vehicles at this intersection. As such, the proposed development will have a limited impact on the operation of this intersection and no roadway or traffic control improvements will be required. 127th Street with the Edward Elmhurst Health Access Drive and Vicarage Drive. The results of the capacity analysis indicate that all critical movements at this intersection currently operate at LOS D or better during the weekday morning and weekday evening peak hours. As part of the Bronk Farm development, Vicarage Drive will be extended from its current terminus to 127th Street and will form the fourth (south) leg of this intersection. Under Year 2029 no-build conditions, all critical movements are projected to operate at LOS C or better except the northbound and southbound left-turn movements, which are projected to operate at LOS F during the weekday evening peak hour. It should be noted that this delay is typical and expected at unsignalized intersections of local roadways with major collectors such as 127th Street. Under Year 2029 total projected conditions, all critical movements are projected to continue to operate at LOS C or better except the southbound left-turn movement which is projected to continue to operate at LOS F during the weekday evening peak hour. The proposed development is not projected to increase the volume of turning vehicles at this intersection. As such, the proposed development will have a limited impact on the operation of this intersection and no roadway or traffic control improvements will be required. 89 Proposed Residential Development Plainfield, Illinois 27 248th Avenue with Prairie Grove Drive The results of the capacity analyses indicate that all critical movements at this intersection operate at LOS B or better during the weekday morning and weekday evening peak hours. Under Year 2029 no-build and total projected conditions, all critical movements at this intersection are projected to continue to operate at the same levels of service during both peak hours with increases in delay of one second or less. As such, the proposed development will have a limited impact on the operation of this intersection and no roadway or traffic control improvements will be required. 248th Avenue with the Children’s Courtyard Access Drive and the Site Access Drive The results of the capacity analyses indicate that all critical movements at this intersection currently operate at LOS C or better during the weekday morning and weekday evening peak hours. As proposed, a full-movement access drive will be provided on the east side of 248th Avenue that will form the fourth (east) leg of this intersection. The access drive will provide one inbound lane and two outbound lanes striped to provide a thorough/left-turn lane and a right-turn lane and divided by a landscape median. Outbound movements should be under stop sign control. The existing striped median on 248th Avenue should be restriped to provide a southbound left-turn lane serving this access drive. Under Year 2029 total projected conditions, outbound movements from the access drive are projected to operate at LOS C or better during the weekday morning and weekday evening peak hours. Further, all other critical movements are projected to operate at LOS C or better during both peak hours. When the projected traffic volumes at this access drive are compared to the right-turn lane guidelines in Chapter 36 of IDOT’s Bureau of Design and Environment (BDE) Manual, a northbound right-turn lane is not warranted on 248th Avenue serving the access drive. Copies of the turn lane warrants are included in the Appendix. As such, the proposed access drive will be sufficient to accommodate the traffic projected to be generated by the proposed development and will ensure efficient and flexible access is provided. 248th Avenue with the Proposed Right-In/Right-Out Access Drive As proposed, a right-in/right-out access drive will be provided on 248th Avenue located approximately 330 feet north of 127th Street. The access drive will provide one inbound lane and one outbound lane with left-turn movements restricted via striping, signage, and channelization. Under Year 2029 total projected conditions, outbound movements from the access drive are projected to operate at LOS B during the weekday morning and weekday evening peak hours. When the projected traffic volumes at this access drive are compared to the right-turn lane guidelines in Chapter 36 of IDOT’s BDE Manual, a northbound right-turn lane is not warranted on 248th Avenue serving the access drive. Copies of the turn lane warrants are included in the Appendix. As such, the proposed access drive will be sufficient to accommodate the traffic projected to be generated by the proposed development and will ensure efficient and flexible access is provided. 90 Proposed Residential Development Plainfield, Illinois 28 6. Plainfield North High School Peak Hours As previously mentioned, the area roadway system, especially 248th Avenue, experiences additional roadway peak hours due to the activity of Plainfield North High School. The following provides a description of school traffic activity in relation to the subject site and an evaluation of the school peak periods of traffic. Plainfield North High School Operations The Plainfield North High School is located in the southeast corner of 248th Avenue with 119th Street approximately three quarters of a mile north of the site. On a typical school day, the start time for Plainfield North High School is at 7:05 A.M. and the dismissal time is at 2:10 P.M. It should be noted that there is an early bird period which starts at 6:05 A.M. and that some students participate in after-school activities. Existing Traffic Volumes The February 28, 2023 traffic counts at the intersections of 248th Avenue with 127th Street and Prairie Grove Drive were also conducted during the peak hours of school traffic. The weekday morning school peak hour generally occurs between 6:30 A.M. and 7:30 A.M. during the weekday morning and between 2:00 P.M. and 3:00 P.M. during the weekday afternoon. Figure 9 illustrates the Year 2023 base peak hours of school traffic at the intersections along 248th Avenue. As with the roadway peak hours, turning movements to and from the Children’s Courtyard were based on ITE trip generation rates. It should be noted that the weekday morning and weekday afternoon school hours of peak activity are the result of an approximately 20-minute surge in traffic volumes from 6:35 A.M. to 6:55 A.M. and 2:15 P.M. to 2:35 P.M. During the weekday morning peak hour of school traffic, this surge is primarily traffic traveling towards the school. Over eighty percent of eastbound left turns and westbound right turns at the intersection of 127th Street with 248th Avenue occur between 6:30 A.M. and 7:00 A.M. During the weekday afternoon peak hour of school traffic, this surge is primarily traffic traveling away from the school. Over seventy percent of southbound left turns and right turns at the intersection of 127th Street with 248th Avenue occur between 2:15 P.M. and 2:45 P.M. Outside of the peak hours of school activities, the weekday morning peak hour of commuter traffic occurs from 7:30 A.M. to 8:30 A.M. and the weekday evening peak hour of commuter traffic occurs from 5:00 P.M. to 6:00 P.M. During the weekday morning and weekday evening peak hours of commuter traffic, the through traffic volumes along 127th Street at its intersection with 248th Avenue are approximately 25 and 60 percent greater than the weekday morning and weekday afternoon school peak hour of school activity, respectively. 91 SITE186 (390)495 (171)135 (215)195 (416)485 (187)233 (127) 122 (253) 315 (246) 34 (15) 4 (3) 27 (33)2 (2)40 (14) 1 (0) 5 (1)38 (12)29 (13)13 (16)18 (38)8 (22)23 (8)20 (8)89 (214)290 (72) Figure: 9Job No: 23-030 Kenig,Lindgren,O'Hara,Aboona,Inc.Year 2023 Base Traffic Volumes Plainfield, Illinois Development Proposed Residential N NOT TO SCALE LEGEND 00 (00) - AM PEAK HOUR (6:30-7:30 AM) - PM PEAK HOUR (2:00-3:00 PM)AVENUE248THDRIVE PRAIRIE GROVE STREET 127TH ACCESS DRIVE CHILDREN'S COURTYARD 92 Proposed Residential Development Plainfield, Illinois 30 Field Observations Field observations were also conducted at the two intersections during the weekday morning and weekday afternoon peak 20-minutes of school activity. The following was observed: • During the weekday morning peak period of school activity, queues in the eastbound direction on 127th Street regularly extended beyond Waterford Boulevard. The eastbound queues were primarily the results of the eastbound left-turn queues which extended beyond the available left-turn lane storage provided. During the weekday afternoon peak 15-minute period of school activity, queues in the eastbound direction on 127th Street did not extend beyond Waterford Boulevard. • During both peak periods of school activity, southbound left-turn queues were approximately 12 vehicles or less, with a peak queue of 15 vehicles occurring one time during the weekday afternoon peak period. While these peak queues would extend beyond the left-turn lane storage provided, both southbound left-turn and right-turn queues were able to clear the intersection with each green phase. Further, these queues did not extend to the location of the proposed full-movement access drive. • Outside of the surge in school traffic during the weekday morning peak period, eastbound left-turn queues on 127th Street at 248th Avenue were generally contained within the left- turn lane storage provided and eastbound queues for the left-turn and southbound left-turn and right-turn queues cleared the intersection with each green phase. School Peak Hour Site-Generated Traffic Volumes The number of trips estimated to be generated by the proposed residential development during the school peak hours was based on ITE trip generation rates and ITE’s Vehicle Time of Day Distribution tables. The “Single-Family Attached Housing” (Land-Use Code 215) and “Multifamily Housing, Low-Rise” (Land-Use Code 221) rates were used to determine the traffic to be generated by the development. Table 11 shows the weekday morning and weekday afternoon school peak hour traffic to be generated by the proposed residential development. Table 11 ESTIMATED SCHOOL PEAK HOUR TRIP GENERATION ITE Land- Use Code Type/Size School Weekday Morning Peak Hour School Weekday Afternoon Peak Hour In Out Total In Out Total 215 Single Family Attached Housing (8 Units) 1 3 4 2 2 4 220 Multifamily Housing - Low-Rise (192 Units) 11 58 69 37 32 69 Total 12 61 73 39 34 73 93 Proposed Residential Development Plainfield, Illinois 31 Projected Traffic Volumes During the School Peak Hours The estimated weekday morning and afternoon school peak hour traffic volumes that will be generated by the proposed development were assigned to the roadway system in accordance with the previously described directional distribution (Figure 5). It should be noted that all site traffic was assumed to approach and depart via 127th Street, as residents will likely avoid traveling on 248th Avenue near the school during the peak hours of school operations. The traffic assignment for the development during the school peak hours is illustrated in Figure 10. The school peak hour traffic volumes were increased by the same ambient growth factor (9.0 percent) to project Year 2029 conditions. The increased existing volumes were added to the traffic that is expected to be generated by the proposed development as well as the Bronk Farm development during the school peak hours to project Year 2029 total conditions. Figure 11 illustrates the Year 2029 total projected traffic volumes during the school peak hours. Traffic Analyses Intersection analyses were performed using the same methodology as the roadway peak hours for the school peak hours at the intersections of 248th Avenue with 127th Street, Prairie Grove Drive, the Children’s Courtyard access drive, and the site access drive. The analyses were conducted for the weekday morning and weekday afternoon school peak hours for the Year 2023 Base and Year 2029 total projected traffic volumes. Summaries of the traffic analysis results showing the level of service and overall intersection delay (measured in seconds) are presented in Tables 11 through 13. School Peak Hour Evaluation Based on the results of the capacity analysis and the field observations, the following was determined: • The proposed development will generate fewer trips during the school peak hours. • During the weekday morning, the development will primarily generate outbound traffic that will exit the site and travel south towards 127th Street. This traffic is traveling in the opposite direction of the majority of school traffic. • The signalized intersection of 127th Street with 248th Avenue generally has sufficient reserve capacity to accommodate future traffic volumes. While additional queueing is expected to continue to occur during the 20-minute school traffic surges, vehicles will continue to be able to clear the intersection. • During the school peak hours, outbound vehicles from the site access drive will experience additional delays but will be able to exit the site. However, these delays will primarily occur during the 20-minute school traffic surges. 94 SITE 0 (0) 0 (0) 61 (34)4 (12)0 (0)37 (21)0 (0)0 (0)0 (0)61 (34)4 (12)8 (27)5 (16)24 913)7 (23) Job No: 23-030 Kenig,Lindgren,O'Hara,Aboona,Inc. Plainfield, Illinois Development Proposed Residential Site-Generated Traffic Volumes N NOT TO SCALE LEGEND 00 (00) - AM PEAK HOUR (6:30-7:30 AM) - PM PEAK HOUR (2:00-3:00 PM)AVENUE248THDRIVE PRAIRIE GROVE STREET 127TH ACCESS DRIVE CHILDREN'S COURTYARD Figure: 10 95 SITE 305 (501)0 (0)206 (428)542 (188)171 (247)215 (454)532 (204)259 (154) 174 (305) 323 (101) 353 (298) 34 (15) 4 (3) 27 (33)2 (2)40 (14) 1 (0) 5 (1) 0 (0) 0 (0) 61 (34)38 (12)4 (12)0 (0)0 (0)29 (13)574 (228)13 (16)18 (38)8 (22)23 (8)20 (8)8 (27)134 (254)Job No: 23-030 Kenig,Lindgren,O'Hara,Aboona,Inc.Year 2029 Total Traffic Volumes Plainfield, Illinois Development Proposed Residential N NOT TO SCALE LEGEND 00 (00) - AM PEAK HOUR (6:30-7:30 AM) - PM PEAK HOUR (2:00-3:00 PM)AVENUE248THDRIVE PRAIRIE GROVE STREET 127TH ACCESS DRIVE CHILDREN'S COURTYARD Figure: 11 96 Proposed Residential Development Plainfield, Illinois 34 Table 11 CAPACITY ANALYSIS RESULTS – 127TH STREET WITH 248TH AVENUE– SIGNALIZED Peak Hour Eastbound Westbound Southbound Overall L T T R L R Year 2023 Base Traffic Volumes Weekday Morning School Peak Hour A 7.0 A 6.0 C 26.8 A 6.8 D 36.9 A 8.1 B 12.2 A – 6.5 B – 12.0 C – 25.1 Weekday Afternoon School Peak Hour A 9.5 B 12.6 C 22.2 A 5.1 C 25.3 A 5.5 B 13.8 B – 11.9 B – 16.5 B – 13.4 Year 2029 Total Projected Traffic Volumes Weekday Morning School Peak Hour A 9.2 A 7.4 C 32.7 A 7.1 D 44.4 A 7.6 B 15.1 A – 8.4 B – 15.1 C – 27.8 Weekday Afternoon School Peak Hour B 11.1 B 14.1 C 26.1 A 4.9 C 31.0 A 9.2 B 16.9 B – 13.3 B – 19.0 B – 17.7 Letter denotes Level of Service Delay is measured in seconds. L – Left Turns T – Through R – Right Turns 97 Proposed Residential Development Plainfield, Illinois 35 Table 12 CAPACITY ANALYSIS RESULTS – YEAR 2023 BASE CONDITIONS – UNSIGNALIZED Intersection Weekday Morning School Peak Hour Weekday Afternoon School Peak Hour LOS Delay LOS Delay 248th Avenue with Prairie Grove Drive • Eastbound Approach E 38.4 D 25.6 • Westbound Approach C 21.2 C 15.1 • Northbound Left Turn A 8.2 B 10.2 • Southbound Left Turn A 9.7 A 7.7 248th Avenue with the Children’s Courtyard Access Drive • Eastbound Left Turn D 27.5 C 22.5 • Eastbound Right Turn B 10.4 C 16.2 • Northbound Left Turn A 8.1 A 9.8 LOS = Level of Service Delay is Measured in Seconds 98 Proposed Residential Development Plainfield, Illinois 36 Table 13 CAPACITY ANALYSIS RESULTS – YEAR 2029 TOTAL PROJECTED CONDITIONS UNSIGNALIZED Intersection Weekday Morning School Peak Hour Weekday Afternoon School Peak Hour LOS Delay LOS Delay 248th Avenue with Prairie Grove Drive • Eastbound Approach F 51.0 D 29.4 • Westbound Approach C 24.2 C 16.5 • Northbound Left Turn A 8.3 B 10.6 • Southbound Left Turn A 10.0 A 7.8 248th Avenue with the Children’s Courtyard Access Drive and the Site Access Drive • Eastbound Left Turn D 27.5 C 31.5 • Eastbound Through/Right Turn B 10.7 C 17.5 • Westbound Left Turn/Through F 75.9 E 40.7 • Westbound Right Turn -- -- -- -- • Northbound Left Turn A 8.1 A 9.8 • Southbound Left Turn -- -- -- -- LOS = Level of Service Delay is Measured in Seconds 99 Proposed Residential Development Plainfield, Illinois 37 6. Conclusion Based on the preceding analyses and recommendations, the following conclusions have been made: • As proposed, the site will be developed with four apartment buildings with a total of 192 units and eight townhomes. • The area roadway system generally has sufficient reserve capacity to accommodate the traffic to be generated by the proposed development and no additional roadway improvements or traffic control modifications are required. • During the peak 20-minute surges of traffic from North Plainfield High School, additional queuing and delays are expected along 248th Avenue. However, vehicles will continue to be able to clear the intersection of 127th Street with 248th Avenue and will be able to exit the site. • Access to the development will be provided via a full-movement access drive and a right- in/right-out access drive on 248th Avenue. • The proposed access will adequately accommodate site-generated traffic and ensure that efficient and flexible access to and from the site is provided. • A southbound left-turn lane should be provided on 248th Avenue serving the proposed full- movement access drive. This access drive can be accommodated via restriping of the existing median. • Northbound right-turn lanes will not be warranted on 248th Avenue serving either access drive. 100 Appendix Traffic Count Summary Sheets Preliminary Site Plan ITE Trip Generation Worksheets 2050 CMAP Projections Letter Level of Service Criteria Capacity Analysis Summary Sheets Turn Lane Warrants 101 Traffic Count Summary Sheets 102 Kenig Lindgren O'Hara Aboona, Inc.9575 W. Higgins Rd., Suite 400Rosemont, Illinois, United States 60018(847)518-9990Count Name: 127+with+248 TMCSite Code:Start Date: 02/28/2023Page No: 1Turning Movement DataStart Time127th Street127th Street248th AvenueEastboundWestboundSouthboundU-TurnLeftThruPedsApp. TotalU-TurnThruRightPedsApp. TotalU-TurnLeftRightPedsApp. TotalInt. Total6:30 AM01144701610251040129026180443346:45 AM0110850195029103013205337090417Hourly Total0224132035605420702610795501347517:00 AM0269401200379046024260502167:15 AM0378901260311404502860342057:30 AM04414901930602908904790563387:45 AM0431200163054350890433046298Hourly Total015045206020182870269014244018610578:00 AM040101014103926065028180462528:15 AM03998013705511066024210452488:30 AM03590012504416060034160502358:45 AM0401300170044260700239032272Hourly Total01544190573018279026101096401731007*** BREAK ***----------------2:30 PM01453067070270970564401002642:45 PM01288010007333010604123064270Hourly Total026141016701436002030976701645343:00 PM027640910107390146030350653023:15 PM023831106083480131029381673043:30 PM038890127087430130038360743313:45 PM051740125010839014702939168340Hourly Total01393101449038516905540126148227412774:00 PM0357901140122500172033540873734:15 PM0586411220107531160056420983804:30 PM025680930965701530465601023484:45 PM0339721300105381143075710146419Hourly Total01513083459043019826280210223043315205:00 PM0407101110125500175033410743605:15 PM0208301030127550182037470843695:30 PM0357601110114580172039362753585:45 PM046912137011152016303329062362Hourly Total0141321246204772150692014215322951449Grand Total0985208363068018531015228680905754416597595Approach %0.032.167.9--0.064.635.4--0.054.645.4---Total %0.013.027.4-40.40.024.413.4-37.80.011.99.9-21.8-Lights09792056-3035018371002-28390892744-16367510103 % Lights-99.498.7-98.9-99.198.7-99.0-98.698.7-98.698.9Buses046-100510-15097-1641% Buses-0.40.3-0.3-0.31.0-0.5-1.00.9-1.00.5Single-Unit Trucks0121-220113-14043-743% Single-Unit Trucks-0.11.0-0.7-0.60.3-0.5-0.40.4-0.40.6Articulated Trucks010-1000-0000-01% Articulated Trucks-0.10.0-0.0-0.00.0-0.0-0.00.0-0.00.0Bicycles on Road000-0000-0000-00% Bicycles on Road-0.00.0-0.0-0.00.0-0.0-0.00.0-0.00.0Pedestrians---6----2----4--% Pedestrians---100.0----100.0----100.0--104 Kenig Lindgren O'Hara Aboona, Inc.9575 W. Higgins Rd., Suite 400Rosemont, Illinois, United States 60018(847)518-9990Count Name: 127+with+248 TMCSite Code:Start Date: 02/28/2023Page No: 3Turning Movement Peak Hour Data (7:30 AM)Start Time127th Street127th Street248th AvenueEastboundWestboundSouthboundU-TurnLeftThruPedsApp. TotalU-TurnThruRightPedsApp. TotalU-TurnLeftRightPedsApp. TotalInt. Total7:30 AM04414901930602908904790563387:45 AM04312001630543508904330462988:00 AM040101014103926065028180462528:15 AM0399801370551106602421045248Total016646806340208101030901425101931136Approach %0.026.273.8--0.067.332.7--0.073.626.4---Total %0.014.641.2-55.80.018.38.9-27.20.012.54.5-17.0-PHF0.0000.9430.785-0.8210.0000.8670.721-0.8680.0000.7550.607-0.8620.840Lights0165462-627020596-301013850-1881116% Lights-99.498.7-98.9-98.695.0-97.4-97.298.0-97.498.2Buses004-4003-3031-411% Buses-0.00.9-0.6-0.03.0-1.0-2.12.0-2.11.0Single-Unit Trucks012-3032-5010-19% Single-Unit Trucks-0.60.4-0.5-1.42.0-1.6-0.70.0-0.50.8Articulated Trucks000-0000-0000-00% Articulated Trucks-0.00.0-0.0-0.00.0-0.0-0.00.0-0.00.0Bicycles on Road000-0000-0000-00% Bicycles on Road-0.00.0-0.0-0.00.0-0.0-0.00.0-0.00.0Pedestrians---0----0----0--% Pedestrians----------------105 Kenig Lindgren O'Hara Aboona, Inc.9575 W. Higgins Rd., Suite 400Rosemont, Illinois, United States 60018(847)518-9990Count Name: 127+with+248 TMCSite Code:Start Date: 02/28/2023Page No: 4Turning Movement Peak Hour Data (5:00 PM)Start Time127th Street127th Street248th AvenueEastboundWestboundSouthboundU-TurnLeftThruPedsApp. TotalU-TurnThruRightPedsApp. TotalU-TurnLeftRightPedsApp. TotalInt. Total5:00 PM0407101110125500175033410743605:15 PM0208301030127550182037470843695:30 PM0357601110114580172039362753585:45 PM046912137011152016303329062362Total0141321246204772150692014215322951449Approach %0.030.569.5--0.068.931.1--0.048.151.9---Total %0.09.722.2-31.90.032.914.8-47.80.09.810.6-20.4-PHF0.0000.7660.882-0.8430.0000.9390.927-0.9510.0000.9100.814-0.8780.982Lights0140316-4560476215-6910142153-2951442% Lights-99.398.4-98.7-99.8100.0-99.9-100.0100.0-100.099.5Buses000-0000-0000-00% Buses-0.00.0-0.0-0.00.0-0.0-0.00.0-0.00.0Single-Unit Trucks005-5010-1000-06% Single-Unit Trucks-0.01.6-1.1-0.20.0-0.1-0.00.0-0.00.4Articulated Trucks010-1000-0000-01% Articulated Trucks-0.70.0-0.2-0.00.0-0.0-0.00.0-0.00.1Bicycles on Road000-0000-0000-00% Bicycles on Road-0.00.0-0.0-0.00.0-0.0-0.00.0-0.00.0Pedestrians---2----0----2--% Pedestrians---100.0---------100.0--106 Kenig Lindgren O'Hara Aboona, Inc.9575 W. Higgins Rd., Suite 400Rosemont, Illinois, United States 60018(847)518-9990Count Name: Prairie+Grove+and+248 TMCSite Code:Start Date: 02/28/2023Page No: 1Turning Movement DataStart TimePrairie Grove DrivePrairie Grove Drive248th Avenue248th AvenueEastboundWestboundNorthboundSouthboundU-TurnLeftThruRightPedsApp.TotalU-TurnLeftThruRightPedsApp.TotalU-TurnLeftThruRightPedsApp.TotalU-TurnLeftThruRightPedsApp.TotalInt. Total6:30 AM010240160009090120300204034250502796:45 AM01421002602020022032061021005826093351Hourly Total024414042020290310440910414081241101436307:00 AM060501100060600310031044170521007:15 AM04080120315090438104301210022867:30 AM0711101901170902552059003400341217:45 AM070110180112040363306901361038129Hourly Total02413506005320028091876020206132801464368:00 AM060501102021405551061002930321088:15 AM05060110001010343004601390040988:30 AM0518014040601006470053033610401178:45 AM011090200202040549305701220023104Hourly Total02712805608011119019194402170512640135427*** BREAK ***-------------------------2:00 PM01040500020205431049025040561122:15 PM0619016010405055000550112112302453212:30 PM0411001500040404370041028270911512:45 PM041100150004040833104201474052113Hourly Total01533305101014015022163201870163903804446973:00 PM0605011033107014502066025770661503:15 PM04113418020123010573070095210471162Grand Total010010128423802167631030781060180115604688178410052502Approach %0.042.04.253.8--0.020.45.873.8--0.06.791.71.6--0.04.687.77.8---Total %0.04.00.45.1-9.50.00.80.23.0-4.10.03.142.40.7-46.20.01.835.23.1-40.2-Lights01009121-230020670-96074104716-113704687277-9952458% Lights-100.090.094.5-96.6-95.2100.092.1-93.2-94.998.888.9-98.4-100.099.098.7-99.098.2Buses0015-60004-403111-150071-833% Buses-0.010.03.9-2.5-0.00.05.3-3.9-3.81.05.6-1.3-0.00.81.3-0.81.3Single-Unit Trucks0002-20002-20101-20020-28% Single-UnitTrucks-0.00.01.6-0.8-0.00.02.6-1.9-1.30.05.6-0.2-0.00.20.0-0.20.3Articulated Trucks0000-00100-10000-00000-01% ArticulatedTrucks-0.00.00.0-0.0-4.80.00.0-1.0-0.00.00.0-0.0-0.00.00.0-0.00.0Bicycles on Road0000-00000-00020-20000-02107 Kenig Lindgren O'Hara Aboona, Inc.9575 W. Higgins Rd., Suite 400Rosemont, Illinois, United States 60018(847)518-9990Count Name: Prairie+Grove+and+248 TMCSite Code:Start Date: 02/28/2023Page No: 3Turning Movement Peak Hour Data (7:30 AM)Start TimePrairie Grove DrivePrairie Grove Drive248th Avenue248th AvenueEastboundWestboundNorthboundSouthboundU-TurnLeftThruRightPedsApp.TotalU-TurnLeftThruRightPedsApp.TotalU-TurnLeftThruRightPedsApp.TotalU-TurnLeftThruRightPedsApp.TotalInt. Total7:30 AM0711101901170902552059003400341217:45 AM0701101801120403633069013610381298:00 AM060501102021405551061002930321088:15 AM0506011000101034300460139004098Total02513305904212118013216602350213840144456Approach %0.042.41.755.9--0.022.211.166.7--0.05.591.92.6--0.01.495.82.8---Total %0.05.50.27.2-12.90.00.90.42.6-3.90.02.947.41.3-51.50.00.430.30.9-31.6-PHF0.0000.8930.2500.750-0.7760.0000.5000.5000.429-0.5000.0000.6500.8570.500-0.8510.0000.5000.8850.333-0.9000.884Lights025131-5703212-170132144-231021364-142447% Lights-100.0100.093.9-96.6-75.0100.0100.0-94.4-100.099.166.7-98.3-100.098.6100.0-98.698.0Buses0002-20000-00021-30020-27% Buses-0.00.06.1-3.4-0.00.00.0-0.0-0.00.916.7-1.3-0.01.40.0-1.41.5Single-Unit Trucks0000-00000-00001-10000-01% Single-UnitTrucks-0.00.00.0-0.0-0.00.00.0-0.0-0.00.016.7-0.4-0.00.00.0-0.00.2Articulated Trucks0000-00100-10000-00000-01% ArticulatedTrucks-0.00.00.0-0.0-25.00.00.0-5.6-0.00.00.0-0.0-0.00.00.0-0.00.2Bicycles on Road0000-00000-00000-00000-00% Bicycles onRoad-0.00.00.0-0.0-0.00.00.0-0.0-0.00.00.0-0.0-0.00.00.0-0.00.0Pedestrians----0-----1-----0-----0--% Pedestrians----------100.0--------------108 Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: US 30 -- W 127th St QC JOB #: QC JOB #: 15572823 CITY/STATE: CITY/STATE: Will, IL DATE: DATE: Tue, Sep 21 2021 339 411 1 297 41 162 4 72 275 350 0.950.95 160 374 20 43 528 1 335 137 360 473 Peak-Hour: 7:30 AM -- 8:30 AMPeak-Hour: 7:30 AM -- 8:30 AM Peak 15-Min: 7:45 AM -- 8:00 AMPeak 15-Min: 7:45 AM -- 8:00 AM 13.6 6.8 100 14.5 4.9 8 0 4.2 5.8 1.1 7.5 1.6 10 2.3 1.1 0 7.5 0 12.8 5.3 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 US 30 US 30 (Northbound)(Northbound) US 30 US 30 (Southbound)(Southbound) W 127th StW 127th St (Eastbound)(Eastbound) W 127th StW 127th St (Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU 7:00 AM 0 82 21 0 5 70 0 0 4 64 1 0 17 30 10 0 304 7:15 AM 0 101 25 0 3 85 0 0 0 68 3 0 7 26 14 0 332 7:30 AM 1 99 34 0 9 81 1 0 0 80 4 0 12 38 17 0 376 7:45 AM 0 74 42 0 14 76 0 0 1 102 4 0 7 46 20 0 386 1398 8:00 AM 0 79 32 0 9 66 0 0 2 94 3 0 10 39 23 0 357 1451 8:15 AM 0 83 29 0 9 74 0 0 1 74 9 0 14 37 12 0 342 1461 8:30 AM 3 58 20 0 8 76 1 0 2 65 16 0 9 43 16 0 317 1402 8:45 AM 7 74 28 0 15 51 0 0 0 87 20 0 11 52 10 0 355 1371 Peak 15-MinPeak 15-MinFlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU All Vehicles 0 296 168 0 56 304 0 0 4 408 16 0 28 184 80 0 1544 Heavy Trucks 0 20 0 0 40 0 0 4 4 4 4 4 80Buses Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Scooters Comments: Report generated on 10/4/2021 2:09 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 109 Type of peak hour being reported: User-Defined Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: US 30 -- W 127th St QC JOB #: QC JOB #: 15572824 CITY/STATE: CITY/STATE: Will, IL DATE: DATE: Tue, Sep 21 2021 519 436 8 416 95 503 11 86 706 284 0.920.92 467 348 53 153 489 28 339 110 622 477 Peak-Hour: 5:00 PM -- 6:00 PMPeak-Hour: 5:00 PM -- 6:00 PM Peak 15-Min: 5:35 PM -- 5:50 PMPeak 15-Min: 5:35 PM -- 5:50 PM 4 6.4 0 5 0 0.4 0 1.2 0.7 1.1 0.4 1.1 1.9 1.3 0.6 0 8 0 3.9 5.7 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 5-Min Count5-Min CountPeriod Period Beginning AtBeginning At US 30 US 30 (Northbound)(Northbound) US 30 US 30 (Southbound)(Southbound) W 127th StW 127th St (Eastbound)(Eastbound) W 127th StW 127th St (Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU 4:00 PM 3 27 10 0 8 39 0 0 0 32 4 0 10 29 5 0 167 4:05 PM 1 30 9 0 12 45 1 0 1 26 1 0 16 38 5 0 185 4:10 PM 1 41 13 0 6 43 1 0 4 19 3 0 14 33 6 0 184 4:15 PM 2 35 11 0 6 29 0 0 2 27 3 0 10 39 12 0 176 4:20 PM 2 22 10 0 6 42 0 0 1 18 4 0 15 45 3 0 168 4:25 PM 1 20 7 0 3 31 0 0 0 20 3 0 12 33 3 0 133 4:30 PM 0 32 13 0 10 22 0 0 4 25 1 0 13 33 4 0 157 4:35 PM 1 29 8 0 14 45 0 0 0 15 0 0 11 38 7 0 1684:40 PM 4 40 10 0 7 26 0 0 1 22 7 0 8 48 5 0 178 4:45 PM 4 35 18 0 5 42 0 0 1 19 0 0 11 30 5 0 170 4:50 PM 0 34 9 0 7 29 0 0 0 29 0 0 9 28 5 0 150 4:55 PM 1 28 14 0 12 36 1 0 2 19 4 0 10 42 10 0 179 2015 5:00 PM 3 17 9 0 10 29 0 0 0 25 3 0 26 44 7 0 173 2021 5:05 PM 2 27 9 0 8 31 3 0 0 29 4 0 14 38 7 0 172 2008 5:10 PM 3 28 11 0 13 29 1 0 1 16 1 0 13 30 15 0 161 1985 5:15 PM 3 28 8 0 4 28 0 0 2 32 3 0 9 45 9 0 171 1980 5:20 PM 1 31 9 0 8 35 0 0 1 26 6 0 12 32 8 0 169 1981 5:25 PM 6 36 14 0 6 37 0 0 1 23 2 0 9 41 10 0 185 2033 5:30 PM 3 25 4 0 13 48 1 0 1 23 5 0 9 31 3 0 166 2042 5:35 PM 0 40 13 0 6 48 1 0 0 24 7 0 11 41 6 0 197 2071 5:40 PM 0 38 5 0 8 30 1 0 1 25 14 0 16 44 7 0 189 2082 5:45 PM 2 23 12 0 9 34 0 0 0 28 6 0 12 35 8 0 169 2081 5:50 PM 2 31 7 0 6 41 1 0 3 8 2 0 12 33 3 0 149 2080 5:55 PM 3 15 9 0 4 26 0 0 1 25 0 0 10 53 3 0 149 2050 Peak 15-MinPeak 15-MinFlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU All Vehicles 8 404 120 0 92 448 8 0 4 308 108 0 156 480 84 0 2220 Heavy Trucks 0 44 0 0 32 0 0 0 4 4 0 0 84 Buses Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Scooters Comments: Report generated on 3/8/2023 1:48 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 110 Type of peak hour being reported: User-Defined Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: Waterford Blvd -- W 127th St QC JOB #: QC JOB #: 15572835 CITY/STATE: CITY/STATE: Plainfield, IL DATE: DATE: Tue, Sep 21 2021 0 0 0 0 0 4 0 0 23 0 0.750.75 0 2 2 23 37 4 0 37 25 41 Peak-Hour: 7:30 AM -- 8:30 AMPeak-Hour: 7:30 AM -- 8:30 AM Peak 15-Min: 7:30 AM -- 7:45 AMPeak 15-Min: 7:30 AM -- 7:45 AM 0 0 0 0 0 0 0 0 13 0 0 0 0 13 5.4 0 0 5.4 12 4.9 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 5-Min Count5-Min CountPeriod Period Beginning AtBeginning At Waterford Blvd Waterford Blvd (Northbound)(Northbound) Waterford Blvd Waterford Blvd (Southbound)(Southbound) W 127th StW 127th St (Eastbound)(Eastbound) W 127th StW 127th St (Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU 7:00 AM 0 0 2 0 0 0 0 0 0 0 0 0 1 0 0 0 3 7:05 AM 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 2 7:10 AM 1 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 4 7:15 AM 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 2 7:20 AM 1 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 5 7:25 AM 1 0 2 0 0 0 0 0 0 0 0 0 1 0 0 0 4 7:30 AM 0 0 3 0 0 0 0 0 0 0 2 0 3 0 0 0 8 7:35 AM 1 0 6 0 0 0 0 0 0 0 0 0 1 0 0 0 8 7:40 AM 0 0 4 0 0 0 0 0 0 0 0 0 2 0 0 0 6 7:45 AM 1 0 4 0 0 0 0 0 0 0 0 0 3 0 0 0 8 7:50 AM 1 0 5 0 0 0 0 0 0 0 0 0 1 0 0 0 7 7:55 AM 1 0 4 0 0 0 0 0 0 0 0 0 2 0 0 0 7 64 8:00 AM 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 5 66 8:05 AM 0 0 1 0 0 0 0 0 0 0 0 0 3 0 0 0 4 688:10 AM 0 0 1 0 0 0 0 0 0 0 0 0 2 0 0 0 3 67 8:15 AM 0 0 1 0 0 0 0 0 0 0 0 0 2 0 0 0 3 68 8:20 AM 0 0 1 0 0 0 0 0 0 0 0 0 2 0 0 0 3 66 8:25 AM 0 0 2 0 0 0 0 0 0 0 0 0 2 0 0 0 4 66 8:30 AM 0 0 4 0 0 0 0 0 0 0 1 0 0 0 0 0 5 63 8:35 AM 1 0 8 0 0 0 0 0 0 0 0 0 2 0 0 0 11 66 8:40 AM 0 0 5 0 0 0 0 0 0 0 0 0 1 0 0 0 6 66 8:45 AM 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 5 63 8:50 AM 1 0 4 0 0 0 0 0 0 0 1 0 2 0 0 0 8 64 8:55 AM 0 0 3 0 0 0 0 0 0 0 2 0 2 0 0 0 7 64 Peak 15-MinPeak 15-MinFlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU All Vehicles 4 0 52 0 0 0 0 0 0 0 8 0 24 0 0 0 88 Heavy Trucks 0 0 8 0 0 0 0 0 0 8 0 0 16 Buses Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Scooters Comments: Report generated on 3/8/2023 1:50 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 111 Type of peak hour being reported: User-Defined Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: Waterford Blvd -- W 127th St QC JOB #: QC JOB #: 15572836 CITY/STATE: CITY/STATE: Plainfield, IL DATE: DATE: Tue, Sep 21 2021 0 0 0 0 0 9 0 0 44 0 0.690.69 0 12 12 44 37 9 0 37 56 46 Peak-Hour: 5:00 PM -- 6:00 PMPeak-Hour: 5:00 PM -- 6:00 PM Peak 15-Min: 5:30 PM -- 5:45 PMPeak 15-Min: 5:30 PM -- 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2.7 0 0 2.7 0 2.2 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 5-Min Count5-Min CountPeriod Period Beginning AtBeginning At Waterford Blvd Waterford Blvd (Northbound)(Northbound) Waterford Blvd Waterford Blvd (Southbound)(Southbound) W 127th StW 127th St (Eastbound)(Eastbound) W 127th StW 127th St (Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU 4:00 PM 0 0 4 0 0 0 0 0 0 0 0 0 6 0 0 0 10 4:05 PM 2 0 2 0 0 0 0 0 0 0 2 0 4 0 0 0 10 4:10 PM 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 3 4:15 PM 2 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 5 4:20 PM 2 0 4 0 0 0 0 0 0 0 2 0 6 0 0 0 14 4:25 PM 1 0 3 0 0 0 0 0 0 0 1 0 1 0 0 0 6 4:30 PM 0 0 3 0 0 0 0 0 0 0 2 0 3 0 0 0 8 4:35 PM 0 0 1 0 0 0 0 0 0 0 1 0 3 0 0 0 54:40 PM 0 0 1 0 0 0 0 0 0 0 0 0 4 0 0 0 5 4:45 PM 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 4 4:50 PM 0 0 1 0 0 0 0 0 0 0 3 0 4 0 0 0 8 4:55 PM 0 0 3 0 0 0 0 0 0 0 1 0 5 0 0 0 9 87 5:00 PM 1 0 5 0 0 0 0 0 0 0 0 0 4 0 0 0 10 87 5:05 PM 0 0 2 0 0 0 0 0 0 0 0 0 5 0 0 0 7 84 5:10 PM 2 0 1 0 0 0 0 0 0 0 2 0 3 0 0 0 8 89 5:15 PM 1 0 4 0 0 0 0 0 0 0 1 0 5 0 0 0 11 95 5:20 PM 1 0 2 0 0 0 0 0 0 0 0 0 1 0 0 0 4 85 5:25 PM 0 0 3 0 0 0 0 0 0 0 1 0 5 0 0 0 9 88 5:30 PM 1 0 3 0 0 0 0 0 0 0 3 0 4 0 0 0 11 91 5:35 PM 2 0 2 0 0 0 0 0 0 0 2 0 3 0 0 0 9 95 5:40 PM 1 0 6 0 0 0 0 0 0 0 2 0 8 0 0 0 17 107 5:45 PM 0 0 5 0 0 0 0 0 0 0 1 0 2 0 0 0 8 111 5:50 PM 0 0 1 0 0 0 0 0 0 0 0 0 3 0 0 0 4 107 5:55 PM 0 0 3 0 0 0 0 0 0 0 0 0 1 0 0 0 4 102 Peak 15-MinPeak 15-MinFlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU All Vehicles 16 0 44 0 0 0 0 0 0 0 28 0 60 0 0 0 148 Heavy Trucks 0 0 4 0 0 0 0 0 0 0 0 0 4 Buses Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Scooters Comments: Report generated on 3/8/2023 1:50 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 112 Type of peak hour being reported: User-Defined Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: Edward Elmhurst Health Access Dr -- W 127th St QC JOB #: QC JOB #: 15572839 CITY/STATE: CITY/STATE: Plainfield, IL DATE: DATE: Tue, Sep 21 2021 38 132 14 0 24 14 58 74 74 0 0.670.67 0 58 0 0 24 0 0 0 0 0 Peak-Hour: 7:30 AM -- 8:30 AMPeak-Hour: 7:30 AM -- 8:30 AM Peak 15-Min: 8:15 AM -- 8:30 AMPeak 15-Min: 8:15 AM -- 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N/A N/A N/A N/A N/A N/A N/A N/A 5-Min Count5-Min CountPeriod Period Beginning AtBeginning At Edward Elmhurst HealthEdward Elmhurst Health Access Dr Access Dr (Northbound)(Northbound) Edward Elmhurst HealthEdward Elmhurst Health Access Dr Access Dr (Southbound)(Southbound) W 127th StW 127th St (Eastbound)(Eastbound) W 127th StW 127th St (Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotals LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU 7:00 AM 0 0 0 0 2 0 1 0 0 0 0 0 0 0 1 0 4 7:05 AM 0 0 0 0 0 0 1 0 3 0 0 0 0 0 3 0 7 7:10 AM 0 0 0 0 3 0 0 0 3 0 0 0 0 0 3 0 9 7:15 AM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 2 0 3 7:20 AM 0 0 0 0 2 0 1 0 3 0 0 0 0 0 2 0 87:25 AM 0 0 0 0 0 0 2 0 2 0 0 0 0 0 6 0 10 7:30 AM 0 0 0 0 1 0 1 0 5 0 0 0 0 0 7 0 14 7:35 AM 0 0 0 0 1 0 2 0 1 0 0 0 0 0 3 0 77:40 AM 0 0 0 0 2 0 0 0 4 0 0 0 0 0 6 0 12 7:45 AM 0 0 0 0 0 0 1 0 5 0 0 0 0 0 6 0 12 7:50 AM 0 0 0 0 1 0 0 0 3 0 0 0 0 0 3 0 7 7:55 AM 0 0 0 0 2 0 0 0 1 0 0 0 0 0 5 0 8 101 8:00 AM 0 0 0 0 1 0 1 0 5 0 0 0 0 0 6 0 13 1108:05 AM 0 0 0 0 0 0 0 0 5 0 0 0 0 0 10 0 15 118 8:10 AM 0 0 0 0 3 0 2 0 7 0 0 0 0 0 7 0 19 128 8:15 AM 0 0 0 0 6 0 0 0 10 0 0 0 0 0 4 0 20 145 8:20 AM 0 0 0 0 2 0 1 0 7 0 0 0 0 0 7 0 17 154 8:25 AM 0 0 0 0 5 0 6 0 5 0 0 0 0 0 10 0 26 170 8:30 AM 0 0 0 0 4 0 0 0 12 0 0 0 0 0 7 0 23 179 8:35 AM 0 0 0 0 2 0 3 0 6 0 0 0 0 0 5 0 16 188 8:40 AM 0 0 0 0 1 0 1 0 4 0 0 0 0 0 6 0 12 188 8:45 AM 0 0 0 0 0 0 2 0 5 0 0 0 0 0 8 0 15 191 8:50 AM 0 0 0 0 6 0 2 0 7 0 0 0 0 0 5 0 20 204 8:55 AM 0 0 0 0 4 0 3 0 8 0 0 0 0 0 6 0 21 217 Peak 15-MinPeak 15-MinFlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU All Vehicles 0 0 0 0 52 0 28 0 88 0 0 0 0 0 84 0 252 Heavy Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 Buses Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Scooters Comments: Report generated on 3/8/2023 1:50 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 113 Type of peak hour being reported: User-Defined Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: Edward Elmhurst Health Access Dr -- W 127th St QC JOB #: QC JOB #: 15572840 CITY/STATE: CITY/STATE: Plainfield, IL DATE: DATE: Tue, Sep 21 2021 104 49 46 0 58 46 15 34 34 0 0.660.66 0 15 0 0 58 0 0 0 0 0 Peak-Hour: 5:00 PM -- 6:00 PMPeak-Hour: 5:00 PM -- 6:00 PM Peak 15-Min: 5:00 PM -- 5:15 PMPeak 15-Min: 5:00 PM -- 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 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 5-Min Count5-Min CountPeriod Period Beginning AtBeginning At Edward Elmhurst HealthEdward Elmhurst Health Access Dr Access Dr (Northbound)(Northbound) Edward Elmhurst HealthEdward Elmhurst Health Access Dr Access Dr (Southbound)(Southbound) W 127th StW 127th St (Eastbound)(Eastbound) W 127th StW 127th St (Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotals LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU 4:00 PM 0 0 0 0 8 0 4 0 1 0 0 0 0 0 3 0 16 4:05 PM 0 0 0 0 6 0 4 0 3 0 0 0 0 0 2 0 15 4:10 PM 0 0 0 0 4 0 8 0 4 0 0 0 0 0 6 0 22 4:15 PM 0 0 0 0 5 0 6 0 2 0 0 0 0 0 2 0 15 4:20 PM 0 0 0 0 6 0 4 0 2 0 0 0 0 0 3 0 154:25 PM 0 0 0 0 4 0 3 0 2 0 0 0 0 0 1 0 10 4:30 PM 0 0 0 0 9 0 2 0 4 0 0 0 0 0 3 0 18 4:35 PM 0 0 0 0 12 0 6 0 7 0 0 0 0 0 4 0 29 4:40 PM 0 0 0 0 8 0 0 0 1 0 0 0 0 0 3 0 12 4:45 PM 0 0 0 0 0 0 4 0 0 0 0 0 0 0 6 0 104:50 PM 0 0 0 0 4 0 6 0 2 0 0 0 0 0 3 0 15 4:55 PM 0 0 0 0 4 0 4 0 4 0 0 0 0 0 1 0 13 190 5:00 PM 0 0 0 0 5 0 4 0 3 0 0 0 0 0 1 0 13 1875:05 PM 0 0 0 0 12 0 9 0 1 0 0 0 0 0 4 0 26 198 5:10 PM 0 0 0 0 9 0 6 0 0 0 0 0 0 0 4 0 19 195 5:15 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 4 0 5 185 5:20 PM 0 0 0 0 8 0 8 0 3 0 0 0 0 0 1 0 20 190 5:25 PM 0 0 0 0 6 0 7 0 2 0 0 0 0 0 2 0 17 197 5:30 PM 0 0 0 0 1 0 1 0 0 0 0 0 0 0 2 0 4 183 5:35 PM 0 0 0 0 6 0 4 0 3 0 0 0 0 0 1 0 14 168 5:40 PM 0 0 0 0 2 0 1 0 0 0 0 0 0 0 5 0 8 164 5:45 PM 0 0 0 0 4 0 2 0 2 0 0 0 0 0 4 0 12 166 5:50 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 3 0 4 155 5:55 PM 0 0 0 0 5 0 2 0 1 0 0 0 0 0 3 0 11 153 Peak 15-MinPeak 15-MinFlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU All Vehicles 0 0 0 0 104 0 76 0 16 0 0 0 0 0 36 0 232 Heavy Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 Buses Pedestrians 0 4 0 0 4 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Scooters Comments: Report generated on 3/8/2023 1:50 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 114 Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: S Van Dyke Rd -- W 127th St QC JOB #: QC JOB #: 15572821 CITY/STATE: CITY/STATE: Plainfield, IL DATE: DATE: Tue, Sep 21 2021 170 335 24 101 45 388 65 32 393 341 0.800.80 296 464 58 65 493 68 238 107 224 413 Peak-Hour: 7:30 AM -- 8:30 AMPeak-Hour: 7:30 AM -- 8:30 AM Peak 15-Min: 7:45 AM -- 8:00 AMPeak 15-Min: 7:45 AM -- 8:00 AM 11.2 4.8 0 6.9 26.7 5.4 6.2 6.3 5.1 2.3 6.1 2.6 0 0 4.7 4.4 4.2 2.8 3.1 3.9 0 0 2 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 S Van Dyke Rd S Van Dyke Rd (Northbound)(Northbound) S Van Dyke Rd S Van Dyke Rd (Southbound)(Southbound) W 127th StW 127th St (Eastbound)(Eastbound) W 127th StW 127th St (Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU 7:00 AM 14 54 23 0 9 24 4 0 13 96 17 0 10 35 13 0 312 7:15 AM 10 50 27 0 5 11 2 0 11 71 15 0 11 44 4 0 261 7:30 AM 14 75 34 0 5 17 3 0 31 68 13 0 19 69 7 0 355 7:45 AM 21 76 30 0 20 41 14 0 22 94 19 0 27 75 11 0 450 1378 8:00 AM 19 42 27 0 10 20 5 0 4 103 11 0 11 87 8 0 347 1413 8:15 AM 14 45 16 0 10 23 2 0 8 76 15 0 8 65 6 0 288 1440 8:30 AM 18 43 20 0 8 21 4 0 7 75 25 0 14 66 15 0 316 1401 8:45 AM 22 50 35 0 9 26 3 0 10 84 20 0 18 60 11 0 348 1299 Peak 15-MinPeak 15-MinFlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU All Vehicles 84 304 120 0 80 164 56 0 88 376 76 0 108 300 44 0 1800 Heavy Trucks 0 12 0 44 12 0 0 8 0 0 8 8 92Buses Pedestrians 0 0 0 4 4 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Scooters Comments: Report generated on 10/4/2021 2:09 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 115 Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: S Van Dyke Rd -- W 127th St QC JOB #: QC JOB #: 15572822 CITY/STATE: CITY/STATE: Plainfield, IL DATE: DATE: Tue, Sep 21 2021 398 280 50 271 77 672 44 50 740 438 0.940.94 522 640 158 168 652 99 187 137 597 423 Peak-Hour: 5:00 PM -- 6:00 PMPeak-Hour: 5:00 PM -- 6:00 PM Peak 15-Min: 5:00 PM -- 5:15 PMPeak 15-Min: 5:00 PM -- 5:15 PM 0.5 0.7 0 0.7 0 0.3 2.3 0 0.4 0.7 0.4 0.6 0 0.6 0.5 0 0.5 0 0.5 0.2 1 0 1 0 0 1 1 0 0 0 0 0 0 0 1 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 S Van Dyke Rd S Van Dyke Rd (Northbound)(Northbound) S Van Dyke Rd S Van Dyke Rd (Southbound)(Southbound) W 127th StW 127th St (Eastbound)(Eastbound) W 127th StW 127th St (Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU 4:00 PM 19 56 31 0 18 57 6 0 15 118 49 0 34 125 12 0 540 4:15 PM 24 45 30 0 23 76 11 0 9 92 28 0 33 106 10 0 487 4:30 PM 16 45 43 0 16 70 5 0 6 102 47 0 42 149 13 0 554 4:45 PM 30 47 24 0 14 45 10 0 9 101 45 0 40 117 13 0 495 2076 5:00 PM 26 41 35 0 15 74 13 0 15 120 66 0 36 140 7 0 588 2124 5:15 PM 22 49 24 0 19 86 9 0 9 106 38 0 39 127 13 0 541 21785:30 PM 28 55 44 0 22 63 10 0 10 97 30 1 45 113 13 0 531 2155 5:45 PM 23 42 34 0 21 48 18 0 9 115 24 0 48 142 17 0 541 2201 Peak 15-MinPeak 15-MinFlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU All Vehicles 104 164 140 0 60 296 52 0 60 480 264 0 144 560 28 0 2352 Heavy Trucks 0 0 0 0 4 0 0 8 0 0 8 0 20Buses Pedestrians 0 0 0 0 0 Bicycles 0 4 0 0 4 0 0 0 0 0 0 0 8 Scooters Comments: Report generated on 10/4/2021 2:09 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 116 Kenig Lindgren O'Hara Aboona, Inc.9575 W. Higgins Rd., Suite 400Rosemont, Illinois, United States 60018(847)518-9990 abowen@kloainc.comCount Name: 248th with 127th CombinedSite Code:Start Date: 02/28/2023Page No: 1Turning Movement DataStart Time127th127th248thEastboundWestboundSouthboundU-TurnLeftThruPedsApp. TotalU-TurnThruRightPedsApp. TotalU-TurnLeftRightPedsApp. TotalInt. Total6:30 AM01144701610251040129026180443346:45 AM0110850195029103013205337090417Hourly Total0224132035605420702610795501347517:00 AM0269401200379046024260502167:15 AM0378901260311404502860342057:30 AM04414901930602908904790563387:45 AM0431200163054350890433046298Hourly Total015045206020182870269014244018610578:00 AM040101014103926065028180462528:15 AM03998013705511066024210452488:30 AM03590012504416060034160502358:45 AM0401300170044260700239032272Hourly Total01544190573018279026101096401731007*** BREAK ***----------------2:00 PM0244607005229081030150451962:15 PM020590790583609408513102163892:30 PM01453067070270970564401002642:45 PM01288010007333010604123064270Hourly Total0702460316025312503780212213042511193:00 PM027640910107390146030350653023:15 PM023831106083480131029381673043:30 PM038890127087430130038360743313:45 PM051740125010839014702939168340Hourly Total01393101449038516905540126148227412774:00 PM0357901140122500172033540873734:15 PM0586411220107531160056420983804:30 PM025680930965701530465601023484:45 PM0339721300105381143075710146419Hourly Total01513083459043019826280210223043315205:00 PM0407101110125500175033410743605:15 PM0208301030127550182037470843695:30 PM0357601110114580172039362753585:45 PM046912137011152016303329062362Hourly Total0141321246204772150692014215322951449Grand Total010292188632170196310802304301020900419208180Approach %0.032.068.0--0.064.535.5--0.053.146.9---117 Total %0.012.626.7-39.30.024.013.2-37.20.012.511.0-23.5-Lights010202155-3175019441066-301001006888-18948079% Lights-99.198.5-98.7-99.098.7-98.9-98.698.7-98.698.8Buses058-130610-160109-1948% Buses-0.50.4-0.4-0.30.9-0.5-1.01.0-1.00.6Single-Unit Trucks0125-260124-16043-749% Single-Unit Trucks-0.11.1-0.8-0.60.4-0.5-0.40.3-0.40.6Articulated Trucks010-1000-0000-01% Articulated Trucks-0.10.0-0.0-0.00.0-0.0-0.00.0-0.00.0Bicycles on Road020-2010-1000-03% Bicycles on Road-0.20.0-0.1-0.10.0-0.0-0.00.0-0.00.0Pedestrians---6----2----4--% Pedestrians---100.0----100.0----100.0--118 Kenig Lindgren O'Hara Aboona, Inc.9575 W. Higgins Rd., Suite 400Rosemont, Illinois, United States 60018(847)518-9990 abowen@kloainc.comCount Name: 248th with 127th CombinedSite Code:Start Date: 02/28/2023Page No: 3Turning Movement Peak Hour Data (6:30 AM)Start Time127th127th248thEastboundWestboundSouthboundU-TurnLeftThruPedsApp. TotalU-TurnThruRightPedsApp. TotalU-TurnLeftRightPedsApp. TotalInt. Total6:30 AM01144701610251040129026180443346:45 AM01108501950291030132053370904177:00 AM0269401200379046024260502167:15 AM037890126031140450286034205Total028731506020122230035201318702181172Approach %0.047.752.3--0.034.765.3--0.060.139.9---Total %0.024.526.9-51.40.010.419.6-30.00.011.27.4-18.6-PHF0.0000.6290.838-0.7720.0000.8240.553-0.6670.0000.6180.588-0.6060.703Lights0286311-5970117226-343013185-2161156% Lights-99.798.7-99.2-95.998.3-97.4-100.097.7-99.198.6Buses010-1034-7001-19% Buses-0.30.0-0.2-2.51.7-2.0-0.01.1-0.50.8Single-Unit Trucks004-4020-2001-17% Single-Unit Trucks-0.01.3-0.7-1.60.0-0.6-0.01.1-0.50.6Articulated Trucks000-0000-0000-00% Articulated Trucks-0.00.0-0.0-0.00.0-0.0-0.00.0-0.00.0Bicycles on Road000-0000-0000-00% Bicycles on Road-0.00.0-0.0-0.00.0-0.0-0.00.0-0.00.0Pedestrians---0----0----0--% Pedestrians----------------119 Kenig Lindgren O'Hara Aboona, Inc.9575 W. Higgins Rd., Suite 400Rosemont, Illinois, United States 60018(847)518-9990 abowen@kloainc.comCount Name: 248th with 127th CombinedSite Code:Start Date: 02/28/2023Page No: 4Turning Movement Peak Hour Data (2:00 PM)Start Time127th127th248thEastboundWestboundSouthboundU-TurnLeftThruPedsApp. TotalU-TurnThruRightPedsApp. TotalU-TurnLeftRightPedsApp. TotalInt. Total2:00 PM0244607005229081030150451962:15 PM020590790583609408513102163892:30 PM01453067070270970564401002642:45 PM01288010007333010604123064270Total070246031602531250378021221304251119Approach %0.022.277.8--0.066.933.1--0.049.950.1---Total %0.06.322.0-28.20.022.611.2-33.80.018.919.0-38.0-PHF0.0000.7290.699-0.7900.0000.8660.868-0.8920.0000.6240.406-0.4920.719Lights067236-3030247124-3710210210-4201094% Lights-95.795.9-95.9-97.699.2-98.1-99.198.6-98.897.8Buses014-5020-2013-411% Buses-1.41.6-1.6-0.80.0-0.5-0.51.4-0.91.0Single-Unit Trucks006-6031-4010-111% Single-Unit Trucks-0.02.4-1.9-1.20.8-1.1-0.50.0-0.21.0Articulated Trucks000-0000-0000-00% Articulated Trucks-0.00.0-0.0-0.00.0-0.0-0.00.0-0.00.0Bicycles on Road020-2010-1000-03% Bicycles on Road-2.90.0-0.6-0.40.0-0.3-0.00.0-0.00.3Pedestrians---0----0----0--% Pedestrians----------------120 Kenig Lindgren O'Hara Aboona, Inc.9575 W. Higgins Rd., Suite 400Rosemont, Illinois, United States 60018(847)518-9990Count Name: 127+with+248 TMCSite Code:Start Date: 02/28/2023Page No: 1Turning Movement DataStart Time127th Street127th Street248th AvenueEastboundWestboundSouthboundU-TurnLeftThruPedsApp. TotalU-TurnThruRightPedsApp. TotalU-TurnLeftRightPedsApp. TotalInt. Total6:30 AM01144701610251040129026180443346:45 AM0110850195029103013205337090417Hourly Total0224132035605420702610795501347517:00 AM0269401200379046024260502167:15 AM0378901260311404502860342057:30 AM04414901930602908904790563387:45 AM0431200163054350890433046298Hourly Total015045206020182870269014244018610578:00 AM040101014103926065028180462528:15 AM03998013705511066024210452488:30 AM03590012504416060034160502358:45 AM0401300170044260700239032272Hourly Total01544190573018279026101096401731007*** BREAK ***----------------2:30 PM01453067070270970564401002642:45 PM01288010007333010604123064270Hourly Total026141016701436002030976701645343:00 PM027640910107390146030350653023:15 PM023831106083480131029381673043:30 PM038890127087430130038360743313:45 PM051740125010839014702939168340Hourly Total01393101449038516905540126148227412774:00 PM0357901140122500172033540873734:15 PM0586411220107531160056420983804:30 PM025680930965701530465601023484:45 PM0339721300105381143075710146419Hourly Total01513083459043019826280210223043315205:00 PM0407101110125500175033410743605:15 PM0208301030127550182037470843695:30 PM0357601110114580172039362753585:45 PM046912137011152016303329062362Hourly Total0141321246204772150692014215322951449Grand Total0985208363068018531015228680905754416597595Approach %0.032.167.9--0.064.635.4--0.054.645.4---Total %0.013.027.4-40.40.024.413.4-37.80.011.99.9-21.8-Lights09792056-3035018371002-28390892744-16367510121 % Lights-99.498.7-98.9-99.198.7-99.0-98.698.7-98.698.9Buses046-100510-15097-1641% Buses-0.40.3-0.3-0.31.0-0.5-1.00.9-1.00.5Single-Unit Trucks0121-220113-14043-743% Single-Unit Trucks-0.11.0-0.7-0.60.3-0.5-0.40.4-0.40.6Articulated Trucks010-1000-0000-01% Articulated Trucks-0.10.0-0.0-0.00.0-0.0-0.00.0-0.00.0Bicycles on Road000-0000-0000-00% Bicycles on Road-0.00.0-0.0-0.00.0-0.0-0.00.0-0.00.0Pedestrians---6----2----4--% Pedestrians---100.0----100.0----100.0--122 Kenig Lindgren O'Hara Aboona, Inc.9575 W. Higgins Rd., Suite 400Rosemont, Illinois, United States 60018(847)518-9990Count Name: 127+with+248 TMCSite Code:Start Date: 02/28/2023Page No: 3Turning Movement Peak Hour Data (7:30 AM)Start Time127th Street127th Street248th AvenueEastboundWestboundSouthboundU-TurnLeftThruPedsApp. TotalU-TurnThruRightPedsApp. TotalU-TurnLeftRightPedsApp. TotalInt. Total7:30 AM04414901930602908904790563387:45 AM04312001630543508904330462988:00 AM040101014103926065028180462528:15 AM0399801370551106602421045248Total016646806340208101030901425101931136Approach %0.026.273.8--0.067.332.7--0.073.626.4---Total %0.014.641.2-55.80.018.38.9-27.20.012.54.5-17.0-PHF0.0000.9430.785-0.8210.0000.8670.721-0.8680.0000.7550.607-0.8620.840Lights0165462-627020596-301013850-1881116% Lights-99.498.7-98.9-98.695.0-97.4-97.298.0-97.498.2Buses004-4003-3031-411% Buses-0.00.9-0.6-0.03.0-1.0-2.12.0-2.11.0Single-Unit Trucks012-3032-5010-19% Single-Unit Trucks-0.60.4-0.5-1.42.0-1.6-0.70.0-0.50.8Articulated Trucks000-0000-0000-00% Articulated Trucks-0.00.0-0.0-0.00.0-0.0-0.00.0-0.00.0Bicycles on Road000-0000-0000-00% Bicycles on Road-0.00.0-0.0-0.00.0-0.0-0.00.0-0.00.0Pedestrians---0----0----0--% Pedestrians----------------123 Kenig Lindgren O'Hara Aboona, Inc.9575 W. Higgins Rd., Suite 400Rosemont, Illinois, United States 60018(847)518-9990Count Name: 127+with+248 TMCSite Code:Start Date: 02/28/2023Page No: 4Turning Movement Peak Hour Data (5:00 PM)Start Time127th Street127th Street248th AvenueEastboundWestboundSouthboundU-TurnLeftThruPedsApp. TotalU-TurnThruRightPedsApp. TotalU-TurnLeftRightPedsApp. TotalInt. Total5:00 PM0407101110125500175033410743605:15 PM0208301030127550182037470843695:30 PM0357601110114580172039362753585:45 PM046912137011152016303329062362Total0141321246204772150692014215322951449Approach %0.030.569.5--0.068.931.1--0.048.151.9---Total %0.09.722.2-31.90.032.914.8-47.80.09.810.6-20.4-PHF0.0000.7660.882-0.8430.0000.9390.927-0.9510.0000.9100.814-0.8780.982Lights0140316-4560476215-6910142153-2951442% Lights-99.398.4-98.7-99.8100.0-99.9-100.0100.0-100.099.5Buses000-0000-0000-00% Buses-0.00.0-0.0-0.00.0-0.0-0.00.0-0.00.0Single-Unit Trucks005-5010-1000-06% Single-Unit Trucks-0.01.6-1.1-0.20.0-0.1-0.00.0-0.00.4Articulated Trucks010-1000-0000-01% Articulated Trucks-0.70.0-0.2-0.00.0-0.0-0.00.0-0.00.1Bicycles on Road000-0000-0000-00% Bicycles on Road-0.00.0-0.0-0.00.0-0.0-0.00.0-0.00.0Pedestrians---2----0----2--% Pedestrians---100.0---------100.0--124 Preliminary Site Plan 125 45 UNIT45 UNIT51 UNIT51 UNITTHTH3.84'20'20'20'PROJ. MGR.:DRAWN BY:DATE:SCALE:SHEETPROJ. ASSOC.:DATE REVISIONS DRAWN BYTMPROPOSED MULTIFAMILY DEVELOPMENTPLAINFIELD, ILLINOISCONCEPTUAL SITE PLANFebruary 15, 2023 - 15:28 Dwg Name: P:\Arbpfil01\dwg\Landplan\01-Preliminary\01-Site Plan_.dwg Updated By: DChowSITE DATAAC%APARTMENTS/TOWNHOMES 4.54 AC 30.2%OPEN SPACE / CLUB HOUSE 8.77 AC 58.5%DEDICATED RIGHT OF WAY 1.70 AC 11.3%TOTAL PROJECT SITE 15.01 AC 100%TOWNHOMESNUMBER OF UNITS 845 UNIT APARTMENT BUILDINGNUMBER OF BUILDINGS 2TOTAL UNITS 9051 UNIT APARTMENT BUILDINGNUMBER OF BUILDINGS 2TOTAL UNITS 102TOTAL UNITS 200DENSITY 15.0 DU/ACGROSS MODIFIED DENSITY 13.3 DU/ACTOTAL PARKING 343FRONT YARD SETBACK 30'REAR YARD SETBACK 30'INTERIOR SIDE SETBACK 7'CORNER SIDE SETBACK 30' PROPOSED TRASH ENCLOSURENORTHZONING SUMMARYORDPROPZONING R-4 R-4SETBACKSFRONT 30' 30'REAR 30' 30'SIDE 7'/20' 7'CORNER SIDE 30' 30'PARKING AISLE WIDTH 24' 24'PARKING STALL WIDTH 9' 9'PARKING STALL DEPTH 18' 18'PARKINGMULTIFAMILY 288* 288TOWNHOUSESTANDARD 16** 32***GUEST - 5TOTAL 16 37CLUBHOUSE 11**** 11TOTALSTANDARD 315 336ACCESSIBLE 8 7TOTAL 323 343*1.5 PARKING SPACES PER UNIT**2 PARKING SPACES PER UNIT***2 GARAGE + 2 DRIVEWAY STALLS PER UNIT****1 PARKING SPACE PER 400 S.F. GFA27' B-B28' PUBLIC UTILITY, SIDEWALK & BIKE PATH EASEMENT15' PUBLIC UTILITY EASEMENT145'20'18.5'26'18'18'26'18.5'205' 20'18.5'26'18'18'24'18'18'26'18.5' 126 ITE Trip Generation Worksheets 127 Table A ESTIMATED PEAK HOUR AND DAILY TRIP GENERATION ITE Land- Use Code Type/Size Weekday Morning Peak Hour Weekday Evening Peak Hour Weekday Morning School Peak Hour Weekday Afternoon School Peak Hour In Out Total In Out Total In Out Total In Out Total 565 Day Care Center (20,000 s.f.) 117 103 120 105 117 222 61 49 110 20 21 41 128 Day Care Center(565) Vehicle Trip Ends vs:1000 Sq.Ft.GFA On a:Weekday Setting/Location:General Urban/Suburban Number of Studies:27 Avg.1000 Sq.Ft.GFA:5 Directional Distribution:50%entering,50%exiting Vehicle Trip Generation per 1000 Sq.Ft.GFA Average Rate Range of Rates Standard Deviation 47.62 12.12 -211.06 29.78 Data Plot and Equation 0 10 200 100 200 300 400 500 Average RateStudySite Fitted Curve Equation:Not Given R²=*** X =1000 Sq.Ft.GFAT = Trips Ends518 Trip Generation Manual 11th Edition • Volume 4 129 Day Care Center(565) 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:89 Avg.1000 Sq.Ft.GFA:5 Directional Distribution:53%entering,47%exiting Vehicle Trip Generation per 1000 Sq.Ft.GFA Average Rate Range of Rates Standard Deviation 11.00 1.79 -57.02 6.08 Data Plot and Equation 0 10 200 100 200 Average RateStudySite Fitted Curve Equation:Not Given R²=*** X =1000 Sq.Ft.GFAT = Trips Ends519General Urban/Suburban and Rural (Land Uses 400–799) 130 Day Care Center(565) 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:90 Avg.1000 Sq.Ft.GFA:5 Directional Distribution:47%entering,53%exiting Vehicle Trip Generation per 1000 Sq.Ft.GFA Average Rate Range of Rates Standard Deviation 11.12 1.56 -40.85 6.28 Data Plot and Equation 0 10 200 100 200 Average RateStudySite Fitted Curve Equation:Not Given R²=*** X =1000 Sq.Ft.GFAT = Trips Ends520 Trip Generation Manual 11th Edition • Volume 4 131 Single-Family Attached Housing(215) Vehicle Trip Ends vs:Dwelling Units On a:Weekday Setting/Location:General Urban/Suburban Number of Studies:22 Avg.Num.of Dwelling Units:120 Directional Distribution:50%entering,50%exiting Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 7.20 4.70 -10.97 1.61 Data Plot and Equation 0 200 400 6000 1000 2000 3000 4000 5000 Average RateStudySiteFittedCurve Fitted Curve Equation:T =7.62(X)-50.48 R²=0.94 X =Number of Dwelling UnitsT = Trips Ends238 Trip Generation Manual 11th Edition • Volume 3 132 Single-Family Attached Housing(215) Vehicle Trip Ends vs:Dwelling Units 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:46 Avg.Num.of Dwelling Units:135 Directional Distribution:31%entering,69%exiting Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 0.48 0.12 -0.74 0.14 Data Plot and Equation 0 200 400 600 8000 100 200 300 400 500 Average RateStudySiteFittedCurve Fitted Curve Equation:T =0.52(X)-5.70 R²=0.92 X =Number of Dwelling UnitsT = Trips Ends239General Urban/Suburban and Rural (Land Uses 000–399) 133 Single-Family Attached Housing(215) Vehicle Trip Ends vs:Dwelling Units 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:51 Avg.Num.of Dwelling Units:136 Directional Distribution:57%entering,43%exiting Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 0.57 0.17 -1.25 0.18 Data Plot and Equation 0 200 400 600 8000 100 200 300 400 500 Average RateStudySiteFittedCurve Fitted Curve Equation:T =0.60(X)-3.93 R²=0.91 X =Number of Dwelling UnitsT = Trips Ends240 Trip Generation Manual 11th Edition • Volume 3 134 Multifamily Housing (Low-Rise)Not Close to Rail Transit (220) Vehicle Trip Ends vs:Dwelling Units On a:Weekday Setting/Location:General Urban/Suburban Number of Studies:22 Avg.Num.of Dwelling Units:229 Directional Distribution:50%entering,50%exiting Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 6.74 2.46 -12.50 1.79 Data Plot and Equation 0 100 200 300 400 5000 1000 2000 3000 4000 Average RateStudySiteFittedCurve Fitted Curve Equation:T =6.41(X)+75.31 R²=0.86 X =Number of Dwelling UnitsT = Trips Ends254 Trip Generation Manual 11th Edition • Volume 3 135 Multifamily Housing (Low-Rise)Not Close to Rail Transit (220) Vehicle Trip Ends vs:Dwelling Units 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:49 Avg.Num.of Dwelling Units:249 Directional Distribution:24%entering,76%exiting Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 0.40 0.13 -0.73 0.12 Data Plot and Equation 0 1000 20000 100 200 300 Average RateStudySiteFittedCurve Fitted Curve Equation:T =0.31(X)+22.85 R²=0.79 X =Number of Dwelling UnitsT = Trips Ends255General Urban/Suburban and Rural (Land Uses 000–399) 136 Multifamily Housing (Low-Rise)Not Close to Rail Transit (220) Vehicle Trip Ends vs:Dwelling Units 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:59 Avg.Num.of Dwelling Units:241 Directional Distribution:63%entering,37%exiting Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 0.51 0.08 -1.04 0.15 Data Plot and Equation 0 1000 20000 100 200 300 400 500 Average RateStudySiteFittedCurve Fitted Curve Equation:T =0.43(X)+20.55 R²=0.84 X =Number of Dwelling UnitsT = Trips Ends256 Trip Generation Manual 11th Edition • Volume 3 137 2050 CMAP Projections Letter 138 March 6, 2023 Andrew Bowen Traffic Engineer Kenig, Lindgren, O'Hara, Aboona, Inc. 9575 West Higgins Road Suite 400 Rosemont, IL 60018 Subject: 248th Avenue @ 127th Street IDOT Dear Mr. Bowen: In response to a request made on your behalf and dated March 3, 2023, we have developed year 2050 average daily traffic (ADT) projections for the subject location. ROAD SEGMENT Current ADT Year 2050 ADT 119th St, @ 248th Ave 6,350 10,600 248th Ave south of 119th St 6,050 10,300 127th St, @ 248th Ave 11,900 16,800 Traffic projections are developed using existing ADT data provided in the request letter and the results from the October 2022 CMAP Travel Demand Analysis. The regional travel model uses CMAP 2050 socioeconomic projections and assumes the implementation of the ON TO 2050 Comprehensive Regional Plan for the Northeastern Illinois area. The provision of this data in support of your request does not constitute a CMAP endorsement of the proposed development or any subsequent developments. If you have any questions, please call me at (312) 386-8806. Sincerely, Jose Rodriguez, PTP, AICP Senior Planner, Research & Analysis cc: Rios (IDOT) 2023_TrafficForecasts\Plainfield\wi-08-23\wi-08-23.docx 139 Level of Service Criteria 140 LEVEL OF SERVICE CRITERIA Signalized Intersections Level of Service Interpretation Average Control Delay (seconds per vehicle) A Favorable progression. Most vehicles arrive during the green indication and travel through the intersection without stopping. ≤10 B Good progression, with more vehicles stopping than for Level of Service A. >10 - 20 C Individual cycle failures (i.e., one or more queued vehicles are not able to depart as a result of insufficient capacity during the cycle) may begin to appear. Number of vehicles stopping is significant, although many vehicles still pass through the intersection without stopping. >20 - 35 D The volume-to-capacity ratio is high and either progression is ineffective or the cycle length is too long. Many vehicles stop and individual cycle failures are noticeable. >35 - 55 E Progression is unfavorable. The volume-to-capacity ratio is high and the cycle length is long. Individual cycle failures are frequent. >55 - 80 F The volume-to-capacity ratio is very high, progression is very poor, and the cycle length is long. Most cycles fail to clear the queue. >80.0 Unsignalized Intersections Level of Service Average Total Delay (SEC/VEH) A 0 - 10 B > 10 - 15 C > 15 - 25 D > 25 - 35 E > 35 - 50 F > 50 Source: Highway Capacity Manual, 2010. 141 Capacity Analysis Summary Sheets Year 2023 Base Weekday Morning Peak Hour Conditions 142 Lanes, Volumes, Timings 1: U.S. 30 & 127th Street 03/10/2023 AMEX 23-030 - Plainfield 3:41 pm 10/20/2021 Existing Morning Peak Synchro 11 Report ANB Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 4 350 20 43 160 72 1 335 137 41 297 1 Future Volume (vph) 4 350 20 43 160 72 1 335 137 41 297 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 2000 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 225 0 285 0 225 220 255 0 Storage Lanes 1 0 1 0 1 1 1 0 Taper Length (ft) 175 175 250 300 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.992 0.953 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1805 1857 0 1770 1696 0 1805 1852 1615 1719 1648 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1805 1857 0 1770 1696 0 1805 1852 1615 1719 1648 0 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph) 45 45 55 55 Link Distance (ft) 1528 1614 2334 1415 Travel Time (s) 23.2 24.5 28.9 17.5 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 0% 1% 10% 2% 8% 4% 0% 8% 0% 5% 15% 100% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid-Block Traffic (%) 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 4 389 0 45 244 0 1 353 144 43 314 0 Turn Type Prot NA Prot NA Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 2 Detector Phase 7 4 3 8 5 2 2 1 6 Switch Phase Minimum Initial (s) 3.0 8.0 10.0 10.0 3.0 15.0 15.0 3.0 15.0 Minimum Split (s) 7.5 14.5 14.5 24.5 7.5 21.5 21.5 7.5 21.5 Total Split (s) 10.0 56.0 15.0 61.0 10.0 55.0 55.0 14.0 59.0 Total Split (%) 7.1% 40.0% 10.7% 43.6% 7.1% 39.3% 39.3% 10.0% 42.1% Yellow Time (s) 3.5 4.5 3.5 4.5 3.5 4.5 4.5 3.5 4.5 All-Red Time (s) 1.0 2.0 1.0 2.0 1.0 2.0 2.0 1.0 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) 4.5 6.5 4.5 6.5 4.5 6.5 6.5 4.5 6.5 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None Act Effct Green (s) 6.5 27.1 11.8 32.8 6.5 30.1 30.1 8.4 35.1 Actuated g/C Ratio 0.08 0.32 0.14 0.38 0.08 0.35 0.35 0.10 0.41 143 Lanes, Volumes, Timings 1: U.S. 30 & 127th Street 03/10/2023 AMEX 23-030 - Plainfield 3:41 pm 10/20/2021 Existing Morning Peak Synchro 11 Report ANB Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.03 0.66 0.19 0.38 0.01 0.54 0.25 0.25 0.47 Control Delay 53.2 35.8 48.0 23.5 54.0 31.0 27.4 51.2 24.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 53.2 35.8 48.0 23.5 54.0 31.0 27.4 51.2 24.4 LOS D D D C D C C D C Approach Delay 36.0 27.3 30.0 27.6 Approach LOS D C C C Queue Length 50th (ft) 2 212 25 94 1 184 67 25 130 Queue Length 95th (ft) 16 380 75 220 7 334 140 73 288 Internal Link Dist (ft) 1448 1534 2254 1335 Turn Bay Length (ft) 225 285 225 220 255 Base Capacity (vph) 135 1185 253 1194 135 1166 1017 222 1096 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 0.03 0.33 0.18 0.20 0.01 0.30 0.14 0.19 0.29 Intersection Summary Area Type: Other Cycle Length: 140 Actuated Cycle Length: 85.9 Natural Cycle: 70 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.66 Intersection Signal Delay: 30.5 Intersection LOS: C Intersection Capacity Utilization 66.4% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 1: U.S. 30 & 127th Street 144 Lanes, Volumes, Timings 2: 127th Street & 248th Avenue 03/10/2023 AMEX 23-030 - Plainfield 3:41 pm 10/20/2021 Existing Morning Peak Synchro 11 Report ANB Page 3 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 166 397 243 101 142 51 Future Volume (vph) 166 397 243 101 142 51 Ideal Flow (vphpl) 1900 2000 2000 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 90 205 200 0 Storage Lanes 1 0 1 1 Taper Length (ft) 100 195 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1787 1980 1980 1538 1752 1583 Flt Permitted 0.440 0.950 Satd. Flow (perm) 828 1980 1980 1538 1752 1583 Right Turn on Red Yes Yes Satd. Flow (RTOR) 120 61 Link Speed (mph) 40 45 45 Link Distance (ft) 406 1540 610 Travel Time (s) 6.9 23.3 9.2 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 1% 1% 1% 5% 3% 2% Bus Blockages (#/hr) 0 0 0 0 0 0 Parking (#/hr) Mid-Block Traffic (%) 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 198 473 289 120 169 61 Turn Type pm+pt NA NA Perm Prot Perm Protected Phases 5 2 6 4 Permitted Phases 2 6 4 Detector Phase 5 2 6 6 4 4 Switch Phase Minimum Initial (s) 3.0 15.0 15.0 15.0 8.0 8.0 Minimum Split (s) 6.5 21.0 21.0 21.0 14.0 14.0 Total Split (s) 31.0 80.0 49.0 49.0 40.0 40.0 Total Split (%) 25.8% 66.7% 40.8% 40.8% 33.3% 33.3% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 0.0 1.5 1.5 1.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.5 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None None None None Act Effct Green (s) 34.9 33.4 18.8 18.8 12.2 12.2 Actuated g/C Ratio 0.62 0.60 0.34 0.34 0.22 0.22 145 Lanes, Volumes, Timings 2: 127th Street & 248th Avenue 03/10/2023 AMEX 23-030 - Plainfield 3:41 pm 10/20/2021 Existing Morning Peak Synchro 11 Report ANB Page 4 Lane Group EBL EBT WBT WBR SBL SBR v/c Ratio 0.28 0.40 0.43 0.20 0.44 0.16 Control Delay 5.8 7.4 17.8 4.6 24.5 7.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 5.8 7.4 17.8 4.6 24.5 7.7 LOS A A B A C A Approach Delay 6.9 13.9 20.1 Approach LOS A B C Queue Length 50th (ft) 22 68 71 0 47 0 Queue Length 95th (ft) 50 131 145 26 108 24 Internal Link Dist (ft) 326 1460 530 Turn Bay Length (ft) 90 205 200 Base Capacity (vph) 1004 1980 1608 1271 1131 1044 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 0.20 0.24 0.18 0.09 0.15 0.06 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 55.9 Natural Cycle: 45 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.44 Intersection Signal Delay: 11.4 Intersection LOS: B Intersection Capacity Utilization 41.2% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 2: 127th Street & 248th Avenue 146 Lanes, Volumes, Timings 3: Van Dyke Road & 127th Street 03/10/2023 AMEX 23-030 - Plainfield 3:41 pm 10/20/2021 Existing Morning Peak Synchro 11 Report ANB Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 71 371 63 65 308 32 71 238 107 45 101 25 Future Volume (vph) 71 371 63 65 308 32 71 238 107 45 101 25 Ideal Flow (vphpl) 1900 2000 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 180 180 250 0 280 0 145 0 Storage Lanes 1 1 1 0 1 0 1 0 Taper Length (ft) 205 210 190 155 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor 0.99 1.00 Frt 0.850 0.986 0.953 0.970 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1703 1961 1615 1805 1767 0 1736 3293 0 1421 3315 0 Flt Permitted 0.311 0.268 0.620 0.492 Satd. Flow (perm) 557 1961 1615 509 1767 0 1133 3293 0 735 3315 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 128 7 77 31 Link Speed (mph) 40 35 45 45 Link Distance (ft) 1125 2135 1531 1535 Travel Time (s) 19.2 41.6 23.2 23.3 Confl. Peds. (#/hr) 2 2 Confl. Bikes (#/hr) Peak Hour Factor 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 6% 2% 0% 0% 6% 6% 4% 4% 3% 27% 7% 0% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid-Block Traffic (%) 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 89 464 79 81 425 0 89 432 0 56 157 0 Turn Type pm+pt NA Perm pm+pt NA pm+pt NA pm+pt NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 6 Detector Phase 7 4 4 3 8 5 2 1 6 Switch Phase Minimum Initial (s) 3.0 8.0 8.0 3.0 8.0 3.0 15.0 3.0 15.0 Minimum Split (s) 6.5 14.0 14.0 6.5 14.0 6.5 21.0 6.5 21.0 Total Split (s) 10.6 39.2 39.2 10.4 39.0 10.4 23.9 11.5 25.0 Total Split (%) 12.5% 46.1% 46.1% 12.2% 45.9% 12.2% 28.1% 13.5% 29.4% Yellow Time (s) 3.5 4.5 4.5 3.5 4.5 3.5 4.5 3.5 4.5 All-Red Time (s) 0.0 1.5 1.5 0.0 1.5 0.0 1.5 0.0 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.5 6.0 6.0 3.5 6.0 3.5 6.0 3.5 6.0 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None Act Effct Green (s) 30.5 22.7 22.7 30.2 22.6 26.2 20.0 26.3 18.2 Actuated g/C Ratio 0.44 0.33 0.33 0.44 0.33 0.38 0.29 0.38 0.26 147 Lanes, Volumes, Timings 3: Van Dyke Road & 127th Street 03/10/2023 AMEX 23-030 - Plainfield 3:41 pm 10/20/2021 Existing Morning Peak Synchro 11 Report ANB Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.24 0.72 0.13 0.23 0.73 0.18 0.43 0.16 0.17 Control Delay 11.7 28.4 1.5 11.5 29.5 16.6 21.5 16.7 20.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 11.7 28.4 1.5 11.5 29.5 16.6 21.5 16.7 20.8 LOS B C A B C B C B C Approach Delay 22.7 26.6 20.7 19.7 Approach LOS C C C B Queue Length 50th (ft) 21 191 0 19 173 25 74 15 24 Queue Length 95th (ft) 38 247 4 35 230 54 116 39 47 Internal Link Dist (ft) 1045 2055 1451 1455 Turn Bay Length (ft) 180 180 250 280 145 Base Capacity (vph) 375 1024 904 364 920 496 1055 371 1012 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 0.24 0.45 0.09 0.22 0.46 0.18 0.41 0.15 0.16 Intersection Summary Area Type: Other Cycle Length: 85 Actuated Cycle Length: 69 Natural Cycle: 60 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.73 Intersection Signal Delay: 22.8 Intersection LOS: C Intersection Capacity Utilization 55.3% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 3: Van Dyke Road & 127th Street 148 HCM 6th TWSC 4: Waterford Boulevard & 127th Street 03/13/2023 AMEX 23-030 - Plainfield 3:41 pm 10/20/2021 Existing Morning Peak Synchro 11 Report ANB Page 1 Intersection Int Delay, s/veh 0.9 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 526 2 23 271 4 37 Future Vol, veh/h 526 2 23 271 4 37 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 90 - 0 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 84 84 84 84 84 84 Heavy Vehicles, % 1 0 13 1 0 5 Mvmt Flow 626 2 27 323 5 44 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 628 0 1004 627 Stage 1 - - - - 627 - Stage 2 - - - - 377 - Critical Hdwy - - 4.23 - 6.4 6.25 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy - - 2.317 - 3.5 3.345 Pot Cap-1 Maneuver - - 903 - 270 478 Stage 1 - - - - 536 - Stage 2 - - - - 698 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 903 - 262 478 Mov Cap-2 Maneuver - - - - 262 - Stage 1 - - - - 536 - Stage 2 - - - - 677 - Approach EB WB NB HCM Control Delay, s 0 0.7 13.9 HCM LOS B Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 262 478 - - 903 - HCM Lane V/C Ratio 0.018 0.092 - - 0.03 - HCM Control Delay (s) 19 13.3 - - 9.1 - HCM Lane LOS C B - - A - HCM 95th %tile Q(veh) 0.1 0.3 - - 0.1 - 149 HCM 6th TWSC 5: 127th Street & Edwards Elmhurst Drive 03/13/2023 AMEX 23-030 - Plainfield 3:41 pm 10/20/2021 Existing Morning Peak Synchro 11 Report ANB Page 2 Intersection Int Delay, s/veh 1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 58 481 330 74 24 14 Future Vol, veh/h 58 481 330 74 24 14 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 200 - - - 0 0 Veh in Median Storage, # - 0 0 - 1 - Grade, % - 0 0 - 0 - Peak Hour Factor 84 84 84 84 84 84 Heavy Vehicles, % 0 00000 Mvmt Flow 69 573 393 88 29 17 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 481 0 - 0 1148 241 Stage 1 - - - - 437 - Stage 2 - - - - 711 - Critical Hdwy 4.1 - - - 6.6 6.9 Critical Hdwy Stg 1 - - - - 5.8 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy 2.2 - - - 3.5 3.3 Pot Cap-1 Maneuver 1092 - - - 208 766 Stage 1 - - - - 624 - Stage 2 - - - - 490 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1092 - - - 195 766 Mov Cap-2 Maneuver - - - - 331 - Stage 1 - - - - 585 - Stage 2 - - - - 490 - Approach EB WB SB HCM Control Delay, s 0.9 0 14.3 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1SBLn2 Capacity (veh/h) 1092 - - - 331 766 HCM Lane V/C Ratio 0.063 - - - 0.086 0.022 HCM Control Delay (s) 8.5 - - - 16.9 9.8 HCM Lane LOS A - - - C A HCM 95th %tile Q(veh) 0.2 - - - 0.3 0.1 150 HCM 6th TWSC 6: 248th Avenue & Prairie Grove Drive 03/13/2023 AMEX 23-030 - Plainfield 3:41 pm 10/20/2021 Existing Morning Peak Synchro 11 Report ANB Page 3 Intersection Int Delay, s/veh 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 25 1 33 4 2 12 13 216 6 2 138 4 Future Vol, veh/h 25 1 33 4 2 12 13 216 6 2 138 4 Conflicting Peds, #/hr 0 00000001100 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 0 - - 0 - - 125 - - 110 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88 Heavy Vehicles, % 0 0 6 25 000133010 Mvmt Flow 28 1 38 5 2 14 15 245 7 2 157 5 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 451 447 160 463 446 250 162 0 0 253 0 0 Stage 1 164 164 - 280 280 ------- Stage 2 287 283 - 183 166 ------- Critical Hdwy 7.1 6.5 6.26 7.35 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.35 5.5 ------- Critical Hdwy Stg 2 6.1 5.5 - 6.35 5.5 ------- Follow-up Hdwy 3.5 4 3.354 3.725 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 522 509 875 473 510 794 1429 - - 1324 - - Stage 1 843 766 - 679 683 ------- Stage 2 725 681 - 768 765 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 506 502 875 447 503 793 1429 - - 1323 - - Mov Cap-2 Maneuver 506 502 - 447 503 ------- Stage 1 835 764 - 672 675 ------- Stage 2 703 674 - 733 763 ------- Approach EB WB NB SB HCM Control Delay, s 10.7 10.7 0.4 0.1 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1429 - - 506 754 447 733 1323 - - HCM Lane V/C Ratio 0.01 - - 0.037 0.064 0.01 0.022 0.002 - - HCM Control Delay (s) 7.5 - - 12.4 10.1 13.1 10 7.7 - - HCM Lane LOS A - -BBBBA - - HCM 95th %tile Q(veh) 0 - - 0.1 0.2 0 0.1 0 - - 151 HCM 6th TWSC 7: 248th Avenue & TCC Access 03/13/2023 AMEX 23-030 - Plainfield 3:41 pm 10/20/2021 Existing Morning Peak Synchro 11 Report ANB Page 4 Intersection Int Delay, s/veh 3.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 41 62 73 194 131 44 Future Vol, veh/h 41 62 73 194 131 44 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 150 0 110 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 0 00110 Mvmt Flow 43 65 77 204 138 46 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 519 161 184 0 - 0 Stage 1 161 ----- Stage 2 358 ----- Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 521 889 1403 - - - Stage 1 873 ----- Stage 2 712 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 492 889 1403 - - - Mov Cap-2 Maneuver 492 ----- Stage 1 825 ----- Stage 2 712 ----- Approach EB NB SB HCM Control Delay, s 10.8 2.1 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1EBLn2 SBT SBR Capacity (veh/h) 1403 - 492 889 - - HCM Lane V/C Ratio 0.055 - 0.088 0.073 - - HCM Control Delay (s) 7.7 - 13 9.4 - - HCM Lane LOS A - B A - - HCM 95th %tile Q(veh) 0.2 - 0.3 0.2 - - 152 Capacity Analysis Summary Sheets Year 2023 Base Weekday Evening Peak Hour Conditions 153 Lanes, Volumes, Timings 1: U.S. 30 & 127th Street 03/10/2023 PMEX 23-030 - Plainfield 10:09 am 11/02/2021 Existing Evening Peak Synchro 11 Report ANB Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 11 332 53 153 467 86 28 339 128 111 416 8 Future Volume (vph) 11 332 53 153 467 86 28 339 128 111 416 8 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 2000 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 225 0 285 0 225 220 255 0 Storage Lanes 1 0 1 0 1 1 1 0 Taper Length (ft) 175 175 250 300 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.979 0.977 0.850 0.997 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1805 1695 0 1787 1853 0 1805 1852 1615 1805 1806 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1805 1695 0 1787 1853 0 1805 1852 1615 1805 1806 0 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph) 45 45 55 55 Link Distance (ft) 1528 1614 2334 1415 Travel Time (s) 23.2 24.5 28.9 17.5 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 0% 11% 2% 1% 0% 1% 0% 8% 0% 0% 5% 0% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid-Block Traffic (%) 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 12 419 0 166 601 0 30 368 139 121 461 0 Turn Type Prot NA Prot NA Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 2 Detector Phase 7 4 3 8 5 2 2 1 6 Switch Phase Minimum Initial (s) 3.0 8.0 10.0 10.0 3.0 15.0 15.0 3.0 15.0 Minimum Split (s) 7.5 14.5 14.5 16.5 7.5 21.5 21.5 7.5 21.5 Total Split (s) 9.5 51.8 27.7 70.0 11.0 50.5 50.5 20.0 59.5 Total Split (%) 6.3% 34.5% 18.5% 46.7% 7.3% 33.7% 33.7% 13.3% 39.7% Yellow Time (s) 3.5 4.5 3.5 4.5 3.5 4.5 4.5 3.5 4.5 All-Red Time (s) 1.0 2.0 1.0 2.0 1.0 2.0 2.0 1.0 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) 4.5 6.5 4.5 6.5 4.5 6.5 6.5 4.5 6.5 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None Act Effct Green (s) 5.2 36.3 17.0 54.9 6.5 34.4 34.4 13.0 46.3 Actuated g/C Ratio 0.04 0.29 0.14 0.44 0.05 0.28 0.28 0.11 0.37 154 Lanes, Volumes, Timings 1: U.S. 30 & 127th Street 03/10/2023 PMEX 23-030 - Plainfield 10:09 am 11/02/2021 Existing Evening Peak Synchro 11 Report ANB Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.16 0.84 0.68 0.73 0.32 0.72 0.31 0.64 0.68 Control Delay 72.5 59.0 68.8 36.7 74.7 50.9 40.1 74.2 41.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 72.5 59.0 68.8 36.7 74.7 50.9 40.1 74.2 41.9 LOS E E E D E D D E D Approach Delay 59.4 43.7 49.4 48.6 Approach LOS E D D D Queue Length 50th (ft) 10 324 134 380 25 278 92 98 341 Queue Length 95th (ft) 36 #548 236 657 66 439 169 #191 528 Internal Link Dist (ft) 1448 1534 2254 1335 Turn Bay Length (ft) 225 285 225 220 255 Base Capacity (vph) 76 649 350 994 99 688 600 236 809 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.16 0.65 0.47 0.60 0.30 0.53 0.23 0.51 0.57 Intersection Summary Area Type: Other Cycle Length: 150 Actuated Cycle Length: 123.7 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.84 Intersection Signal Delay: 49.2 Intersection LOS: D Intersection Capacity Utilization 77.2% ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: U.S. 30 & 127th Street 155 Lanes, Volumes, Timings 2: 127th Street & 248th Avenue 03/10/2023 PMEX 23-030 - Plainfield 10:09 am 11/02/2021 Existing Evening Peak Synchro 11 Report ANB Page 3 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 141 455 588 215 142 153 Future Volume (vph) 141 455 588 215 142 153 Ideal Flow (vphpl) 1900 2000 2000 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 90 205 200 0 Storage Lanes 1 0 1 1 Taper Length (ft) 100 195 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 0.98 0.98 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1787 1961 1980 1615 1805 1615 Flt Permitted 0.183 0.950 Satd. Flow (perm) 344 1961 1980 1579 1805 1577 Right Turn on Red Yes Yes Satd. Flow (RTOR) 253 180 Link Speed (mph) 40 45 45 Link Distance (ft) 406 1540 610 Travel Time (s) 6.9 23.3 9.2 Confl. Peds. (#/hr) 2 2 2 Confl. Bikes (#/hr) Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 1% 2% 1% 0% 0% 0% Bus Blockages (#/hr) 0 0 0 0 0 0 Parking (#/hr) Mid-Block Traffic (%) 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 166 535 692 253 167 180 Turn Type pm+pt NA NA Perm Prot Perm Protected Phases 5 2 6 4 Permitted Phases 2 6 4 Detector Phase 5 2 6 6 4 4 Switch Phase Minimum Initial (s) 3.0 15.0 15.0 15.0 8.0 8.0 Minimum Split (s) 6.5 21.0 21.0 21.0 14.0 14.0 Total Split (s) 16.0 67.0 51.0 51.0 33.0 33.0 Total Split (%) 16.0% 67.0% 51.0% 51.0% 33.0% 33.0% Yellow Time (s) 3.5 4.5 4.5 4.5 4.5 4.5 All-Red Time (s) 0.0 1.5 1.5 1.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.5 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None None None None Act Effct Green (s) 54.3 51.7 37.5 37.5 13.7 13.7 Actuated g/C Ratio 0.70 0.66 0.48 0.48 0.18 0.18 156 Lanes, Volumes, Timings 2: 127th Street & 248th Avenue 03/10/2023 PMEX 23-030 - Plainfield 10:09 am 11/02/2021 Existing Evening Peak Synchro 11 Report ANB Page 4 Lane Group EBL EBT WBT WBR SBL SBR v/c Ratio 0.38 0.41 0.73 0.28 0.53 0.42 Control Delay 6.8 7.3 21.8 2.7 37.7 8.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 6.8 7.3 21.8 2.7 37.7 8.5 LOS A A C A D A Approach Delay 7.2 16.7 22.6 Approach LOS A B C Queue Length 50th (ft) 22 101 256 0 79 0 Queue Length 95th (ft) 47 174 401 31 138 44 Internal Link Dist (ft) 326 1460 530 Turn Bay Length (ft) 90 205 200 Base Capacity (vph) 479 1554 1183 1045 647 680 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 0.35 0.34 0.58 0.24 0.26 0.26 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 77.8 Natural Cycle: 55 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.73 Intersection Signal Delay: 14.4 Intersection LOS: B Intersection Capacity Utilization 58.4% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 2: 127th Street & 248th Avenue 157 Lanes, Volumes, Timings 3: Van Dyke Road & 127th Street 03/10/2023 PMEX 23-030 - Plainfield 10:09 am 11/02/2021 Existing Evening Peak Synchro 11 Report ANB Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 44 438 158 168 621 50 111 187 137 77 271 59 Future Volume (vph) 44 438 158 168 621 50 111 187 137 77 271 59 Ideal Flow (vphpl) 1900 2000 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 180 180 250 0 280 0 145 0 Storage Lanes 1 1 1 0 1 0 1 0 Taper Length (ft) 205 210 190 155 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor 1.00 1.00 1.00 1.00 Frt 0.850 0.989 0.937 0.973 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1980 1615 1787 1877 0 1805 3383 0 1805 3476 0 Flt Permitted 0.154 0.255 0.524 0.531 Satd. Flow (perm) 287 1980 1615 480 1877 0 995 3383 0 1009 3476 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 168 6 146 30 Link Speed (mph) 40 35 45 45 Link Distance (ft) 1125 2135 1531 1535 Travel Time (s) 19.2 41.6 23.2 23.3 Confl. Peds. (#/hr) 1 1 1 1 Confl. Bikes (#/hr) 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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 1% 0% 1% 0% 0% 0% 0% 0% 0% 1% 0% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid-Block Traffic (%) 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 47 466 168 179 714 0 118 345 0 82 351 0 Turn Type pm+pt NA Perm pm+pt NA pm+pt NA pm+pt NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 6 Detector Phase 7 4 4 3 8 5 2 1 6 Switch Phase Minimum Initial (s) 3.0 8.0 8.0 3.0 8.0 3.0 15.0 3.0 15.0 Minimum Split (s) 6.5 14.0 14.0 6.5 14.0 6.5 21.0 6.5 21.0 Total Split (s) 9.6 35.2 35.2 11.4 37.0 9.6 23.8 9.6 23.8 Total Split (%) 12.0% 44.0% 44.0% 14.3% 46.3% 12.0% 29.8% 12.0% 29.8% Yellow Time (s) 3.5 4.5 4.5 3.5 4.5 3.5 4.5 3.5 4.5 All-Red Time (s) 0.0 1.5 1.5 0.0 1.5 0.0 1.5 0.0 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.5 6.0 6.0 3.5 6.0 3.5 6.0 3.5 6.0 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None Act Effct Green (s) 33.0 24.3 24.3 37.3 30.4 24.1 16.9 24.1 16.9 Actuated g/C Ratio 0.46 0.34 0.34 0.52 0.42 0.33 0.23 0.33 0.23 158 Lanes, Volumes, Timings 3: Van Dyke Road & 127th Street 03/10/2023 PMEX 23-030 - Plainfield 10:09 am 11/02/2021 Existing Evening Peak Synchro 11 Report ANB Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.18 0.70 0.26 0.46 0.90 0.29 0.38 0.20 0.42 Control Delay 10.7 27.5 4.3 13.5 38.5 18.7 15.8 17.6 24.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 10.7 27.5 4.3 13.5 38.5 18.7 15.8 17.6 24.8 LOS B C A B D B B B C Approach Delay 20.6 33.5 16.6 23.4 Approach LOS C C B C Queue Length 50th (ft) 10 190 0 43 341 39 43 26 72 Queue Length 95th (ft) 25 290 37 75 #576 74 80 55 112 Internal Link Dist (ft) 1045 2055 1451 1455 Turn Bay Length (ft) 180 180 250 280 145 Base Capacity (vph) 260 823 769 395 832 402 966 406 903 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.18 0.57 0.22 0.45 0.86 0.29 0.36 0.20 0.39 Intersection Summary Area Type: Other Cycle Length: 80 Actuated Cycle Length: 72.1 Natural Cycle: 70 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.90 Intersection Signal Delay: 25.0 Intersection LOS: C Intersection Capacity Utilization 74.4% ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3: Van Dyke Road & 127th Street 159 HCM 6th TWSC 4: Waterford Boulevard & 127th Street 03/13/2023 PMEX 23-030 - Plainfield 10:09 am 11/02/2021 Existing Evening Peak Synchro 11 Report ANB Page 1 Intersection Int Delay, s/veh 0.9 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 559 12 44 697 9 37 Future Vol, veh/h 559 12 44 697 9 37 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 90 - 0 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 00103 Mvmt Flow 658 14 52 820 11 44 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 672 0 1589 665 Stage 1 - - - - 665 - Stage 2 - - - - 924 - Critical Hdwy - - 4.1 - 6.4 6.23 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy - - 2.2 - 3.5 3.327 Pot Cap-1 Maneuver - - 928 - 120 458 Stage 1 - - - - 515 - Stage 2 - - - - 390 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 928 - 113 458 Mov Cap-2 Maneuver - - - - 113 - Stage 1 - - - - 515 - Stage 2 - - - - 368 - Approach EB WB NB HCM Control Delay, s 0 0.5 18.9 HCM LOS C Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 113 458 - - 928 - HCM Lane V/C Ratio 0.094 0.095 - - 0.056 - HCM Control Delay (s) 40.1 13.7 - - 9.1 - HCM Lane LOS E B - - A - HCM 95th %tile Q(veh) 0.3 0.3 - - 0.2 - 160 HCM 6th TWSC 5: 127th Street & Edwards Elmhurst Drive 03/13/2023 PMEX 23-030 - Plainfield 10:09 am 11/02/2021 Existing Evening Peak Synchro 11 Report ANB Page 2 Intersection Int Delay, s/veh 1.6 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 15 582 757 34 58 46 Future Vol, veh/h 15 582 757 34 58 46 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 200 - - - 0 0 Veh in Median Storage, # - 0 0 - 1 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 0 00000 Mvmt Flow 18 685 891 40 68 54 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 931 0 - 0 1632 466 Stage 1 - - - - 911 - Stage 2 - - - - 721 - Critical Hdwy 4.1 - - - 6.6 6.9 Critical Hdwy Stg 1 - - - - 5.8 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy 2.2 - - - 3.5 3.3 Pot Cap-1 Maneuver 743 - - - 103 549 Stage 1 - - - - 357 - Stage 2 - - - - 485 - Platoon blocked, % - - - Mov Cap-1 Maneuver 743 - - - 101 549 Mov Cap-2 Maneuver - - - - 229 - Stage 1 - - - - 348 - Stage 2 - - - - 485 - Approach EB WB SB HCM Control Delay, s 0.3 0 20.7 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1SBLn2 Capacity (veh/h) 743 - - - 229 549 HCM Lane V/C Ratio 0.024 - - - 0.298 0.099 HCM Control Delay (s) 10 - - - 27.3 12.3 HCM Lane LOS A - - - D B HCM 95th %tile Q(veh) 0.1 - - - 1.2 0.3 161 HCM 6th TWSC 6: 248th Avenue & Prairie Grove Drive 03/13/2023 PMEX 23-030 - Plainfield 10:09 am 11/02/2021 Existing Evening Peak Synchro 11 Report ANB Page 3 Intersection Int Delay, s/veh 1.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 13 0 19 9 0 19 23 291 24 28 237 36 Future Vol, veh/h 13 0 19 9 0 19 23 291 24 28 237 36 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 0 - - 0 - - 125 - - 110 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 0 00000010000 Mvmt Flow 15 0 22 11 0 22 27 342 28 33 279 42 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 787 790 300 787 797 356 321 0 0 370 0 0 Stage 1 366 366 - 410 410 ------- Stage 2 421 424 - 377 387 ------- Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 ------- Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 ------- Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 312 325 744 312 322 693 1250 - - 1200 - - Stage 1 657 626 - 623 599 ------- Stage 2 614 590 - 649 613 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 291 309 744 291 307 693 1250 - - 1200 - - Mov Cap-2 Maneuver 291 309 - 291 307 ------- Stage 1 643 609 - 609 586 ------- Stage 2 581 577 - 612 596 ------- Approach EB WB NB SB HCM Control Delay, s 13.3 12.8 0.5 0.8 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1250 - - 291 577 291 693 1200 - - HCM Lane V/C Ratio 0.022 - - 0.035 0.048 0.036 0.032 0.027 - - HCM Control Delay (s) 7.9 - - 17.8 11.6 17.8 10.4 8.1 - - HCM Lane LOS A - - C B C B A - - HCM 95th %tile Q(veh) 0.1 - - 0.1 0.1 0.1 0.1 0.1 - - 162 HCM 6th TWSC 7: 248th Avenue & TCC Access 03/13/2023 PMEX 23-030 - Plainfield 10:09 am 11/02/2021 Existing Evening Peak Synchro 11 Report ANB Page 4 Intersection Int Delay, s/veh 2.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 47 70 65 291 225 40 Future Vol, veh/h 47 70 65 291 225 40 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 150 0 110 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 0 00100 Mvmt Flow 49 74 68 306 237 42 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 700 258 279 0 - 0 Stage 1 258 ----- Stage 2 442 ----- Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 409 786 1295 - - - Stage 1 790 ----- Stage 2 652 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 387 786 1295 - - - Mov Cap-2 Maneuver 387 ----- Stage 1 748 ----- Stage 2 652 ----- Approach EB NB SB HCM Control Delay, s 12.3 1.4 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1EBLn2 SBT SBR Capacity (veh/h) 1295 - 387 786 - - HCM Lane V/C Ratio 0.053 - 0.128 0.094 - - HCM Control Delay (s) 7.9 - 15.7 10.1 - - HCM Lane LOS A - C B - - HCM 95th %tile Q(veh) 0.2 - 0.4 0.3 - - 163 Capacity Analysis Summary Sheets Year 2029 No Build Weekday Morning Peak Hour Conditions 164 Lanes, Volumes, Timings 1: U.S. 30 & 127th Street 03/10/2023 AMNB 23-030 - Plainfield 3:41 pm 10/20/2021 No Build Morning Peak Synchro 11 Report ANB Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 4 389 22 47 195 109 1 365 149 56 324 1 Future Volume (vph) 4 389 22 47 195 109 1 365 149 56 324 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 2000 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 225 0 285 0 225 220 255 0 Storage Lanes 1 0 1 0 1 1 1 0 Taper Length (ft) 175 175 250 300 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.992 0.946 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1805 1857 0 1770 1687 0 1805 1852 1615 1719 1649 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1805 1857 0 1770 1687 0 1805 1852 1615 1719 1649 0 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph) 45 45 55 55 Link Distance (ft) 1528 1614 2334 1415 Travel Time (s) 23.2 24.5 28.9 17.5 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 0% 1% 10% 2% 8% 4% 0% 8% 0% 5% 15% 100% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid-Block Traffic (%) 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 4 432 0 49 320 0 1 384 157 59 342 0 Turn Type Prot NA Prot NA Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 2 Detector Phase 7 4 3 8 5 2 2 1 6 Switch Phase Minimum Initial (s) 3.0 8.0 10.0 10.0 3.0 15.0 15.0 3.0 15.0 Minimum Split (s) 7.5 14.5 14.5 24.5 7.5 21.5 21.5 7.5 21.5 Total Split (s) 10.0 56.0 15.0 61.0 10.0 55.0 55.0 14.0 59.0 Total Split (%) 7.1% 40.0% 10.7% 43.6% 7.1% 39.3% 39.3% 10.0% 42.1% Yellow Time (s) 3.5 4.5 3.5 4.5 3.5 4.5 4.5 3.5 4.5 All-Red Time (s) 1.0 2.0 1.0 2.0 1.0 2.0 2.0 1.0 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) 4.5 6.5 4.5 6.5 4.5 6.5 6.5 4.5 6.5 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None Act Effct Green (s) 6.4 30.7 11.6 39.8 6.4 33.2 33.2 8.9 41.4 Actuated g/C Ratio 0.06 0.31 0.12 0.40 0.06 0.34 0.34 0.09 0.42 165 Lanes, Volumes, Timings 1: U.S. 30 & 127th Street 03/10/2023 AMNB 23-030 - Plainfield 3:41 pm 10/20/2021 No Build Morning Peak Synchro 11 Report ANB Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.03 0.75 0.24 0.47 0.01 0.62 0.29 0.38 0.50 Control Delay 58.8 42.8 54.8 26.6 59.0 36.7 31.0 60.3 27.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 58.8 42.8 54.8 26.6 59.0 36.7 31.0 60.3 27.2 LOS E D D C E D C E C Approach Delay 43.0 30.3 35.1 32.1 Approach LOS D C D C Queue Length 50th (ft) 3 258 30 141 1 221 79 37 156 Queue Length 95th (ft) 17 450 87 309 7 394 162 102 342 Internal Link Dist (ft) 1448 1534 2254 1335 Turn Bay Length (ft) 225 285 225 220 255 Base Capacity (vph) 115 1038 216 1004 115 1021 891 190 957 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.03 0.42 0.23 0.32 0.01 0.38 0.18 0.31 0.36 Intersection Summary Area Type: Other Cycle Length: 140 Actuated Cycle Length: 99.1 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.75 Intersection Signal Delay: 35.4 Intersection LOS: D Intersection Capacity Utilization 70.1% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 1: U.S. 30 & 127th Street 166 Lanes, Volumes, Timings 2: 127th Street & 248th Avenue 03/10/2023 AMNB 23-030 - Plainfield 3:41 pm 10/20/2021 No Build Morning Peak Synchro 11 Report ANB Page 3 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 181 445 311 110 155 56 Future Volume (vph) 181 445 311 110 155 56 Ideal Flow (vphpl) 1900 2000 2000 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 90 205 200 0 Storage Lanes 1 0 1 1 Taper Length (ft) 100 195 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1787 1980 1980 1538 1752 1583 Flt Permitted 0.361 0.950 Satd. Flow (perm) 679 1980 1980 1538 1752 1583 Right Turn on Red Yes Yes Satd. Flow (RTOR) 131 67 Link Speed (mph) 40 45 45 Link Distance (ft) 406 1540 610 Travel Time (s) 6.9 23.3 9.2 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 1% 1% 1% 5% 3% 2% Bus Blockages (#/hr) 0 0 0 0 0 0 Parking (#/hr) Mid-Block Traffic (%) 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 215 530 370 131 185 67 Turn Type pm+pt NA NA Perm Prot Perm Protected Phases 5 2 6 4 Permitted Phases 2 6 4 Detector Phase 5 2 6 6 4 4 Switch Phase Minimum Initial (s) 3.0 15.0 15.0 15.0 8.0 8.0 Minimum Split (s) 6.5 21.0 21.0 21.0 14.0 14.0 Total Split (s) 31.0 80.0 49.0 49.0 40.0 40.0 Total Split (%) 25.8% 66.7% 40.8% 40.8% 33.3% 33.3% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 0.0 1.5 1.5 1.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.5 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None None None None Act Effct Green (s) 39.8 38.2 22.4 22.4 13.6 13.6 Actuated g/C Ratio 0.64 0.61 0.36 0.36 0.22 0.22 167 Lanes, Volumes, Timings 2: 127th Street & 248th Avenue 03/10/2023 AMNB 23-030 - Plainfield 3:41 pm 10/20/2021 No Build Morning Peak Synchro 11 Report ANB Page 4 Lane Group EBL EBT WBT WBR SBL SBR v/c Ratio 0.33 0.44 0.52 0.21 0.49 0.17 Control Delay 6.3 7.8 19.7 4.4 28.3 8.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 6.3 7.8 19.7 4.4 28.3 8.2 LOS A A B A C A Approach Delay 7.4 15.7 22.9 Approach LOS A B C Queue Length 50th (ft) 27 86 103 0 59 0 Queue Length 95th (ft) 60 164 204 27 134 27 Internal Link Dist (ft) 326 1460 530 Turn Bay Length (ft) 90 205 200 Base Capacity (vph) 946 1935 1465 1172 1031 959 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 0.23 0.27 0.25 0.11 0.18 0.07 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 62.3 Natural Cycle: 45 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.52 Intersection Signal Delay: 12.8 Intersection LOS: B Intersection Capacity Utilization 45.8% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 2: 127th Street & 248th Avenue 168 Lanes, Volumes, Timings 3: Van Dyke Road & 127th Street 03/10/2023 AMNB 23-030 - Plainfield 3:41 pm 10/20/2021 No Build Morning Peak Synchro 11 Report ANB Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 90 431 69 80 333 35 77 267 133 49 114 30 Future Volume (vph) 90 431 69 80 333 35 77 267 133 49 114 30 Ideal Flow (vphpl) 1900 2000 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 180 180 250 0 280 0 145 0 Storage Lanes 1 1 1 0 1 0 1 0 Taper Length (ft) 205 210 190 155 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor 0.99 1.00 Frt 0.850 0.986 0.950 0.969 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1703 1961 1615 1805 1767 0 1736 3281 0 1421 3315 0 Flt Permitted 0.292 0.202 0.609 0.412 Satd. Flow (perm) 523 1961 1615 384 1767 0 1113 3281 0 616 3315 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 128 7 92 36 Link Speed (mph) 40 35 45 45 Link Distance (ft) 1125 2135 1531 1535 Travel Time (s) 19.2 41.6 23.2 23.3 Confl. Peds. (#/hr) 2 2 Confl. Bikes (#/hr) Peak Hour Factor 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 6% 2% 0% 0% 6% 6% 4% 4% 3% 27% 7% 0% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid-Block Traffic (%) 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 113 539 86 100 460 0 96 500 0 61 181 0 Turn Type pm+pt NA Perm pm+pt NA pm+pt NA pm+pt NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 6 Detector Phase 7 4 4 3 8 5 2 1 6 Switch Phase Minimum Initial (s) 3.0 8.0 8.0 3.0 8.0 3.0 15.0 3.0 15.0 Minimum Split (s) 6.5 14.0 14.0 6.5 14.0 6.5 21.0 6.5 21.0 Total Split (s) 10.6 39.2 39.2 10.4 39.0 10.4 23.9 11.5 25.0 Total Split (%) 12.5% 46.1% 46.1% 12.2% 45.9% 12.2% 28.1% 13.5% 29.4% Yellow Time (s) 3.5 4.5 4.5 3.5 4.5 3.5 4.5 3.5 4.5 All-Red Time (s) 0.0 1.5 1.5 0.0 1.5 0.0 1.5 0.0 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.5 6.0 6.0 3.5 6.0 3.5 6.0 3.5 6.0 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None Act Effct Green (s) 33.5 25.7 25.7 33.2 25.5 26.2 19.9 26.4 18.3 Actuated g/C Ratio 0.47 0.36 0.36 0.46 0.35 0.36 0.28 0.37 0.25 169 Lanes, Volumes, Timings 3: Van Dyke Road & 127th Street 03/10/2023 AMNB 23-030 - Plainfield 3:41 pm 10/20/2021 No Build Morning Peak Synchro 11 Report ANB Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.31 0.77 0.13 0.32 0.73 0.21 0.51 0.20 0.21 Control Delay 12.2 30.1 1.8 12.4 28.8 18.1 23.5 18.4 21.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 12.2 30.1 1.8 12.4 28.8 18.1 23.5 18.4 21.7 LOS B C A B C B C B C Approach Delay 24.0 25.9 22.6 20.9 Approach LOS C C C C Queue Length 50th (ft) 27 235 0 24 193 30 95 19 30 Queue Length 95th (ft) 47 296 6 42 253 58 133 41 52 Internal Link Dist (ft) 1045 2055 1451 1455 Turn Bay Length (ft) 180 180 250 280 145 Base Capacity (vph) 369 979 871 324 881 469 1019 325 973 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 0.31 0.55 0.10 0.31 0.52 0.20 0.49 0.19 0.19 Intersection Summary Area Type: Other Cycle Length: 85 Actuated Cycle Length: 72 Natural Cycle: 60 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.77 Intersection Signal Delay: 23.8 Intersection LOS: C Intersection Capacity Utilization 59.4% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 3: Van Dyke Road & 127th Street 170 HCM 6th TWSC 4: Waterford Boulevard & 127th Street 03/13/2023 AMNB 23-030 - Plainfield 3:41 pm 10/20/2021 No Build Morning Peak Synchro 11 Report ANB Page 1 Intersection Int Delay, s/veh 0.9 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 589 5 23 344 7 37 Future Vol, veh/h 589 5 23 344 7 37 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 90 - 0 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 84 84 84 84 84 84 Heavy Vehicles, % 1 0 13 1 0 5 Mvmt Flow 701 6 27 410 8 44 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 707 0 1168 704 Stage 1 - - - - 704 - Stage 2 - - - - 464 - Critical Hdwy - - 4.23 - 6.4 6.25 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy - - 2.317 - 3.5 3.345 Pot Cap-1 Maneuver - - 843 - 216 432 Stage 1 - - - - 494 - Stage 2 - - - - 637 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 843 - 209 432 Mov Cap-2 Maneuver - - - - 209 - Stage 1 - - - - 494 - Stage 2 - - - - 617 - Approach EB WB NB HCM Control Delay, s 0 0.6 15.7 HCM LOS C Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 209 432 - - 843 - HCM Lane V/C Ratio 0.04 0.102 - - 0.032 - HCM Control Delay (s) 22.9 14.3 - - 9.4 - HCM Lane LOS C B - - A - HCM 95th %tile Q(veh) 0.1 0.3 - - 0.1 - 171 HCM 6th TWSC 5: Vicarage Drive/Edwards Elmhurst Drive & 127th Street 03/13/2023 AMNB 23-030 - Plainfield 3:41 pm 10/20/2021 No Build Morning Peak Synchro 11 Report ANB Page 2 Intersection Int Delay, s/veh 2.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 58 527 15 8 358 74 49 0 39 24 0 14 Future Vol, veh/h 58 527 15 8 358 74 49 0 39 24 0 14 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 200 - 145 145 ----0--0 Veh in Median Storage, # - 0 - - 0 - - 1 - - 1 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 84 84 84 84 84 84 84 84 84 84 84 84 Heavy Vehicles, % 0 00000000000 Mvmt Flow 69 627 18 10 426 88 58 0 46 29 0 17 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 514 0 0 645 0 0 998 1299 627 1287 1273 257 Stage 1 ------765765-490490- Stage 2 ------233534-797783- Critical Hdwy 4.1 - - 4.1 - - 7.3 6.5 6.2 7.3 6.5 6.9 Critical Hdwy Stg 1 ------6.15.5-6.55.5- Critical Hdwy Stg 2 ------6.55.5-6.15.5- Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 1062 - - 950 - - 212 163 487 133 169 748 Stage 1 ------399415-534552- Stage 2 ------755528-383407- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1062 - - 950 - - 195 151 487 113 156 748 Mov Cap-2 Maneuver ------296259-224269- Stage 1 ------373388-499546- Stage 2 ------730522-324381- Approach EB WB NB SB HCM Control Delay, s 0.8 0.2 17 18.4 HCM LOS C C Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1SBLn2 Capacity (veh/h) 296 487 1062 - - 950 - - 224 748 HCM Lane V/C Ratio 0.197 0.095 0.065 - - 0.01 - - 0.128 0.022 HCM Control Delay (s) 20.1 13.2 8.6 - - 8.8 - - 23.4 9.9 HCM Lane LOS C B A - - A - - C A HCM 95th %tile Q(veh) 0.7 0.3 0.2 - - 0 - - 0.4 0.1 172 HCM 6th TWSC 6: 248th Avenue & Prairie Grove Drive 03/13/2023 AMNB 23-030 - Plainfield 3:41 pm 10/20/2021 No Build Morning Peak Synchro 11 Report ANB Page 3 Intersection Int Delay, s/veh 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 25 1 33 4 2 12 13 240 6 2 156 4 Future Vol, veh/h 25 1 33 4 2 12 13 240 6 2 156 4 Conflicting Peds, #/hr 0 00000001100 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 0 - - 0 - - 125 - - 110 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88 Heavy Vehicles, % 0 0 6 25 000133010 Mvmt Flow 28 1 38 5 2 14 15 273 7 2 177 5 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 499 495 180 511 494 278 182 0 0 281 0 0 Stage 1 184 184 - 308 308 ------- Stage 2 315 311 - 203 186 ------- Critical Hdwy 7.1 6.5 6.26 7.35 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.35 5.5 ------- Critical Hdwy Stg 2 6.1 5.5 - 6.35 5.5 ------- Follow-up Hdwy 3.5 4 3.354 3.725 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 485 479 853 438 479 766 1405 - - 1293 - - Stage 1 822 751 - 656 664 ------- Stage 2 700 662 - 749 750 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 470 472 853 414 472 765 1405 - - 1292 - - Mov Cap-2 Maneuver 470 472 - 414 472 ------- Stage 1 813 749 - 649 656 ------- Stage 2 678 654 - 714 749 ------- Approach EB WB NB SB HCM Control Delay, s 11.1 11 0.4 0.1 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1405 - - 470 723 414 703 1292 - - HCM Lane V/C Ratio 0.011 - - 0.04 0.067 0.011 0.023 0.002 - - HCM Control Delay (s) 7.6 - - 13 10.3 13.8 10.2 7.8 - - HCM Lane LOS A - -BBBBA - - HCM 95th %tile Q(veh) 0 - - 0.1 0.2 0 0.1 0 - - 173 HCM 6th TWSC 7: 248th Avenue & TCC Access 03/13/2023 AMNB 23-030 - Plainfield 3:41 pm 10/20/2021 No Build Morning Peak Synchro 11 Report ANB Page 4 Intersection Int Delay, s/veh 2.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 41 62 73 218 149 44 Future Vol, veh/h 41 62 73 218 149 44 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 150 0 110 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 0 00110 Mvmt Flow 43 65 77 229 157 46 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 563 180 203 0 - 0 Stage 1 180 ----- Stage 2 383 ----- Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 491 868 1381 - - - Stage 1 856 ----- Stage 2 694 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 464 868 1381 - - - Mov Cap-2 Maneuver 464 ----- Stage 1 808 ----- Stage 2 694 ----- Approach EB NB SB HCM Control Delay, s 11.1 1.9 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1EBLn2 SBT SBR Capacity (veh/h) 1381 - 464 868 - - HCM Lane V/C Ratio 0.056 - 0.093 0.075 - - HCM Control Delay (s) 7.8 - 13.6 9.5 - - HCM Lane LOS A - B A - - HCM 95th %tile Q(veh) 0.2 - 0.3 0.2 - - 174 Capacity Analysis Summary Sheets Year 2029 No Build Weekday Evening Peak Hour Conditions 175 Lanes, Volumes, Timings 1: U.S. 30 & 127th Street 03/10/2023 PMNB 23-030 - Plainfield 10:09 am 11/02/2021 No Build Evening Peak Synchro 11 Report ANB Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 12 386 58 167 523 115 31 370 140 157 453 9 Future Volume (vph) 12 386 58 167 523 115 31 370 140 157 453 9 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 2000 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 225 0 285 0 225 220 255 0 Storage Lanes 1 0 1 0 1 1 1 0 Taper Length (ft) 175 175 250 300 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.980 0.973 0.850 0.997 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1805 1695 0 1787 1845 0 1805 1852 1615 1805 1806 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1805 1695 0 1787 1845 0 1805 1852 1615 1805 1806 0 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph) 45 45 55 55 Link Distance (ft) 1528 1614 2334 1415 Travel Time (s) 23.2 24.5 28.9 17.5 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 0% 11% 2% 1% 0% 1% 0% 8% 0% 0% 5% 0% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid-Block Traffic (%) 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 13 483 0 182 693 0 34 402 152 171 502 0 Turn Type Prot NA Prot NA Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 2 Detector Phase 7 4 3 8 5 2 2 1 6 Switch Phase Minimum Initial (s) 3.0 8.0 10.0 10.0 3.0 15.0 15.0 3.0 15.0 Minimum Split (s) 7.5 14.5 14.5 16.5 7.5 21.5 21.5 7.5 21.5 Total Split (s) 9.5 51.8 27.7 70.0 11.0 50.5 50.5 20.0 59.5 Total Split (%) 6.3% 34.5% 18.5% 46.7% 7.3% 33.7% 33.7% 13.3% 39.7% Yellow Time (s) 3.5 4.5 3.5 4.5 3.5 4.5 4.5 3.5 4.5 All-Red Time (s) 1.0 2.0 1.0 2.0 1.0 2.0 2.0 1.0 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) 4.5 6.5 4.5 6.5 4.5 6.5 6.5 4.5 6.5 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None Act Effct Green (s) 5.1 42.7 18.6 62.4 6.3 37.9 37.9 15.4 51.7 Actuated g/C Ratio 0.04 0.31 0.14 0.46 0.05 0.28 0.28 0.11 0.38 176 Lanes, Volumes, Timings 1: U.S. 30 & 127th Street 03/10/2023 PMNB 23-030 - Plainfield 10:09 am 11/02/2021 No Build Evening Peak Synchro 11 Report ANB Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.20 0.91 0.75 0.82 0.41 0.78 0.34 0.85 0.74 Control Delay 76.7 69.4 78.1 43.6 83.2 58.5 43.0 94.8 46.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 76.7 69.4 78.1 43.6 83.2 58.5 43.0 94.8 46.7 LOS E E E D F E D F D Approach Delay 69.6 50.8 55.9 58.9 Approach LOS E D E E Queue Length 50th (ft) 12 432 165 522 32 345 113 160 423 Queue Length 95th (ft) 38 #686 258 #861 73 486 182 #314 589 Internal Link Dist (ft) 1448 1534 2254 1335 Turn Bay Length (ft) 225 285 225 220 255 Base Capacity (vph) 66 568 307 888 86 604 526 207 713 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 0.85 0.59 0.78 0.40 0.67 0.29 0.83 0.70 Intersection Summary Area Type: Other Cycle Length: 150 Actuated Cycle Length: 136.9 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.91 Intersection Signal Delay: 57.6 Intersection LOS: E Intersection Capacity Utilization 83.9% ICU Level of Service E Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: U.S. 30 & 127th Street 177 Lanes, Volumes, Timings 2: 127th Street & 248th Avenue 03/10/2023 PMNB 23-030 - Plainfield 10:09 am 11/02/2021 No Build Evening Peak Synchro 11 Report ANB Page 3 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 154 546 671 234 155 167 Future Volume (vph) 154 546 671 234 155 167 Ideal Flow (vphpl) 1900 2000 2000 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 90 205 200 0 Storage Lanes 1 0 1 1 Taper Length (ft) 100 195 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 0.98 0.98 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1787 1961 1980 1615 1805 1615 Flt Permitted 0.126 0.950 Satd. Flow (perm) 237 1961 1980 1579 1805 1577 Right Turn on Red Yes Yes Satd. Flow (RTOR) 251 196 Link Speed (mph) 40 45 45 Link Distance (ft) 406 1540 610 Travel Time (s) 6.9 23.3 9.2 Confl. Peds. (#/hr) 2 2 2 Confl. Bikes (#/hr) Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 1% 2% 1% 0% 0% 0% Bus Blockages (#/hr) 0 0 0 0 0 0 Parking (#/hr) Mid-Block Traffic (%) 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 181 642 789 275 182 196 Turn Type pm+pt NA NA Perm Prot Perm Protected Phases 5 2 6 4 Permitted Phases 2 6 4 Detector Phase 5 2 6 6 4 4 Switch Phase Minimum Initial (s) 3.0 15.0 15.0 15.0 8.0 8.0 Minimum Split (s) 6.5 21.0 21.0 21.0 14.0 14.0 Total Split (s) 16.0 67.0 51.0 51.0 33.0 33.0 Total Split (%) 16.0% 67.0% 51.0% 51.0% 33.0% 33.0% Yellow Time (s) 3.5 4.5 4.5 4.5 4.5 4.5 All-Red Time (s) 0.0 1.5 1.5 1.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.5 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None None None None Act Effct Green (s) 58.8 56.3 41.7 41.7 14.8 14.8 Actuated g/C Ratio 0.71 0.68 0.50 0.50 0.18 0.18 178 Lanes, Volumes, Timings 2: 127th Street & 248th Avenue 03/10/2023 PMNB 23-030 - Plainfield 10:09 am 11/02/2021 No Build Evening Peak Synchro 11 Report ANB Page 4 Lane Group EBL EBT WBT WBR SBL SBR v/c Ratio 0.49 0.48 0.80 0.30 0.57 0.44 Control Delay 11.1 8.5 25.7 3.4 39.8 8.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 11.1 8.5 25.7 3.4 39.8 8.3 LOS B A C A D A Approach Delay 9.0 20.0 23.4 Approach LOS A B C Queue Length 50th (ft) 25 137 331 6 94 0 Queue Length 95th (ft) 69 241 515 42 148 45 Internal Link Dist (ft) 326 1460 530 Turn Bay Length (ft) 90 205 200 Base Capacity (vph) 404 1463 1089 982 596 652 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 0.45 0.44 0.72 0.28 0.31 0.30 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 83.3 Natural Cycle: 60 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.80 Intersection Signal Delay: 16.6 Intersection LOS: B Intersection Capacity Utilization 64.0% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 2: 127th Street & 248th Avenue 179 Lanes, Volumes, Timings 3: Van Dyke Road & 127th Street 03/10/2023 PMNB 23-030 - Plainfield 10:09 am 11/02/2021 No Build Evening Peak Synchro 11 Report ANB Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 57 488 172 210 695 55 121 209 159 84 309 74 Future Volume (vph) 57 488 172 210 695 55 121 209 159 84 309 74 Ideal Flow (vphpl) 1900 2000 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 180 180 250 0 280 0 145 0 Storage Lanes 1 1 1 0 1 0 1 0 Taper Length (ft) 205 210 190 155 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor 1.00 1.00 1.00 1.00 Frt 0.850 0.989 0.935 0.971 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1980 1615 1787 1877 0 1805 3375 0 1805 3468 0 Flt Permitted 0.144 0.213 0.453 0.472 Satd. Flow (perm) 268 1980 1615 401 1877 0 860 3375 0 897 3468 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 183 6 169 34 Link Speed (mph) 40 35 45 45 Link Distance (ft) 1125 2135 1531 1535 Travel Time (s) 19.2 41.6 23.2 23.3 Confl. Peds. (#/hr) 1 1 1 1 Confl. Bikes (#/hr) 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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 1% 0% 1% 0% 0% 0% 0% 0% 0% 1% 0% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid-Block Traffic (%) 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 61 519 183 223 798 0 129 391 0 89 408 0 Turn Type pm+pt NA Perm pm+pt NA pm+pt NA pm+pt NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 6 Detector Phase 7 4 4 3 8 5 2 1 6 Switch Phase Minimum Initial (s) 3.0 8.0 8.0 3.0 8.0 3.0 15.0 3.0 15.0 Minimum Split (s) 6.5 14.0 14.0 6.5 14.0 6.5 21.0 6.5 21.0 Total Split (s) 9.6 35.2 35.2 11.4 37.0 9.6 23.8 9.6 23.8 Total Split (%) 12.0% 44.0% 44.0% 14.3% 46.3% 12.0% 29.8% 12.0% 29.8% Yellow Time (s) 3.5 4.5 4.5 3.5 4.5 3.5 4.5 3.5 4.5 All-Red Time (s) 0.0 1.5 1.5 0.0 1.5 0.0 1.5 0.0 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.5 6.0 6.0 3.5 6.0 3.5 6.0 3.5 6.0 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None Act Effct Green (s) 34.7 26.1 26.1 39.0 32.1 24.4 17.2 24.4 17.2 Actuated g/C Ratio 0.47 0.35 0.35 0.53 0.43 0.33 0.23 0.33 0.23 180 Lanes, Volumes, Timings 3: Van Dyke Road & 127th Street 03/10/2023 PMNB 23-030 - Plainfield 10:09 am 11/02/2021 No Build Evening Peak Synchro 11 Report ANB Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.25 0.74 0.27 0.63 0.98 0.36 0.43 0.24 0.49 Control Delay 11.7 29.3 4.1 18.7 52.3 19.9 16.0 18.1 26.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 11.7 29.3 4.1 18.7 52.3 19.9 16.0 18.1 26.0 LOS B C A B D B B B C Approach Delay 21.9 45.0 17.0 24.6 Approach LOS C D B C Queue Length 50th (ft) 14 219 0 55 ~457 43 48 29 86 Queue Length 95th (ft) 31 332 39 #96 #674 80 88 59 130 Internal Link Dist (ft) 1045 2055 1451 1455 Turn Bay Length (ft) 180 180 250 280 145 Base Capacity (vph) 251 791 755 361 816 361 950 371 871 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 0.24 0.66 0.24 0.62 0.98 0.36 0.41 0.24 0.47 Intersection Summary Area Type: Other Cycle Length: 80 Actuated Cycle Length: 74.1 Natural Cycle: 75 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.98 Intersection Signal Delay: 29.9 Intersection LOS: C Intersection Capacity Utilization 79.1% ICU Level of Service D 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: 3: Van Dyke Road & 127th Street 181 HCM 6th TWSC 4: Waterford Boulevard & 127th Street 03/13/2023 PMNB 23-030 - Plainfield 10:09 am 11/02/2021 No Build Evening Peak Synchro 11 Report ANB Page 1 Intersection Int Delay, s/veh 1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 663 20 44 794 11 37 Future Vol, veh/h 663 20 44 794 11 37 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 90 - 0 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 00103 Mvmt Flow 780 24 52 934 13 44 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 804 0 1830 792 Stage 1 - - - - 792 - Stage 2 - - - - 1038 - Critical Hdwy - - 4.1 - 6.4 6.23 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy - - 2.2 - 3.5 3.327 Pot Cap-1 Maneuver - - 829 - 85 388 Stage 1 - - - - 450 - Stage 2 - - - - 344 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 829 - 80 388 Mov Cap-2 Maneuver - - - - 80 - Stage 1 - - - - 450 - Stage 2 - - - - 322 - Approach EB WB NB HCM Control Delay, s 0 0.5 25.3 HCM LOS D Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 80 388 - - 829 - HCM Lane V/C Ratio 0.162 0.112 - - 0.062 - HCM Control Delay (s) 58.5 15.4 - - 9.6 - HCM Lane LOS F C - - A - HCM 95th %tile Q(veh) 0.5 0.4 - - 0.2 - 182 HCM 6th TWSC 5: Vicarage Drive/Edwards Elmhurst Drive & 127th Street 03/13/2023 PMNB 23-030 - Plainfield 10:09 am 11/02/2021 No Build Evening Peak Synchro 11 Report ANB Page 2 Intersection Int Delay, s/veh 3.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 15 634 52 30 826 34 33 0 25 58 0 46 Future Vol, veh/h 15 634 52 30 826 34 33 0 25 58 0 46 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 200 - 145 145 ----0--0 Veh in Median Storage, # - 0 - - 0 - - 0 - - 1 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 0 00000000000 Mvmt Flow 18 746 61 35 972 40 39 0 29 68 0 54 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 1012 0 0 807 0 0 1338 1864 746 1889 1905 506 Stage 1 ------782782-1062 1062 - Stage 2 ------5561082 - 827 843 - Critical Hdwy 4.1 - - 4.1 - - 7.3 6.5 6.2 7.3 6.5 6.9 Critical Hdwy Stg 1 ------6.15.5-6.55.5- Critical Hdwy Stg 2 ------6.55.5-6.15.5- Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 693 - - 827 - - 122 74 417 ~ 49 69 517 Stage 1 ------390408-242303- Stage 2 ------488296-369382- Platoon blocked, % - - - - Mov Cap-1 Maneuver 693 - - 827 - - 104 69 417 ~ 43 64 517 Mov Cap-2 Maneuver ------10469-140171- Stage 1 ------380397-236290- Stage 2 ------418284-334372- Approach EB WB NB SB HCM Control Delay, s 0.2 0.3 39.7 35.2 HCM LOS E E Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1SBLn2 Capacity (veh/h) 104 417 693 - - 827 - - 140 517 HCM Lane V/C Ratio 0.373 0.071 0.025 - - 0.043 - - 0.487 0.105 HCM Control Delay (s) 58.9 14.3 10.3 - - 9.5 - - 53 12.8 HCM Lane LOS F B B - - A - - F B HCM 95th %tile Q(veh) 1.5 0.2 0.1 - - 0.1 - - 2.3 0.3 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 183 HCM 6th TWSC 6: 248th Avenue & Prairie Grove Drive 03/13/2023 PMNB 23-030 - Plainfield 10:09 am 11/02/2021 No Build Evening Peak Synchro 11 Report ANB Page 3 Intersection Int Delay, s/veh 1.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 13 0 19 9 0 19 23 323 24 28 264 36 Future Vol, veh/h 13 0 19 9 0 19 23 323 24 28 264 36 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 0 - - 0 - - 125 - - 110 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 0 00000010000 Mvmt Flow 15 0 22 11 0 22 27 380 28 33 311 42 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 857 860 332 857 867 394 353 0 0 408 0 0 Stage 1 398 398 - 448 448 ------- Stage 2 459 462 - 409 419 ------- Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 ------- Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 ------- Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 280 296 714 280 293 659 1217 - - 1162 - - Stage 1 632 606 - 594 576 ------- Stage 2 586 568 - 623 593 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 260 281 714 261 279 659 1217 - - 1162 - - Mov Cap-2 Maneuver 260 281 - 261 279 ------- Stage 1 618 589 - 581 563 ------- Stage 2 554 556 - 586 576 ------- Approach EB WB NB SB HCM Control Delay, s 14 13.5 0.5 0.7 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1217 - - 260 539 261 659 1162 - - HCM Lane V/C Ratio 0.022 - - 0.039 0.051 0.041 0.034 0.028 - - HCM Control Delay (s) 8 - - 19.4 12 19.4 10.7 8.2 - - HCM Lane LOS A - - C B C B A - - HCM 95th %tile Q(veh) 0.1 - - 0.1 0.2 0.1 0.1 0.1 - - 184 HCM 6th TWSC 7: 248th Avenue & TCC Access 03/13/2023 PMNB 23-030 - Plainfield 10:09 am 11/02/2021 No Build Evening Peak Synchro 11 Report ANB Page 4 Intersection Int Delay, s/veh 2.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 47 70 65 323 252 40 Future Vol, veh/h 47 70 65 323 252 40 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 150 0 110 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 0 00100 Mvmt Flow 49 74 68 340 265 42 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 762 286 307 0 - 0 Stage 1 286 ----- Stage 2 476 ----- Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 376 758 1265 - - - Stage 1 767 ----- Stage 2 629 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 356 758 1265 - - - Mov Cap-2 Maneuver 356 ----- Stage 1 726 ----- Stage 2 629 ----- Approach EB NB SB HCM Control Delay, s 12.9 1.3 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1EBLn2 SBT SBR Capacity (veh/h) 1265 - 356 758 - - HCM Lane V/C Ratio 0.054 - 0.139 0.097 - - HCM Control Delay (s) 8 - 16.7 10.3 - - HCM Lane LOS A - C B - - HCM 95th %tile Q(veh) 0.2 - 0.5 0.3 - - 185 Capacity Analysis Summary Sheets Year 2029 Total Weekday Morning Peak Hour Conditions 186 Lanes, Volumes, Timings 1: U.S. 30 & 127th Street 03/10/2023 AMPR 23-030 - Plainfield 3:41 pm 10/20/2021 Projected Morning Peak Synchro 11 Report ANB Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 4 391 22 60 202 122 1 365 153 60 324 1 Future Volume (vph) 4 391 22 60 202 122 1 365 153 60 324 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 2000 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 225 0 285 0 225 220 255 0 Storage Lanes 1 0 1 0 1 1 1 0 Taper Length (ft) 175 175 250 300 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.992 0.944 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1805 1857 0 1770 1684 0 1805 1852 1615 1719 1649 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1805 1857 0 1770 1684 0 1805 1852 1615 1719 1649 0 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph) 45 45 55 55 Link Distance (ft) 1528 1614 2334 1415 Travel Time (s) 23.2 24.5 28.9 17.5 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 0% 1% 10% 2% 8% 4% 0% 8% 0% 5% 15% 100% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid-Block Traffic (%) 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 4 435 0 63 341 0 1 384 161 63 342 0 Turn Type Prot NA Prot NA Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 2 Detector Phase 7 4 3 8 5 2 2 1 6 Switch Phase Minimum Initial (s) 3.0 8.0 10.0 10.0 3.0 15.0 15.0 3.0 15.0 Minimum Split (s) 7.5 14.5 14.5 24.5 7.5 21.5 21.5 7.5 21.5 Total Split (s) 10.0 56.0 15.0 61.0 10.0 55.0 55.0 14.0 59.0 Total Split (%) 7.1% 40.0% 10.7% 43.6% 7.1% 39.3% 39.3% 10.0% 42.1% Yellow Time (s) 3.5 4.5 3.5 4.5 3.5 4.5 4.5 3.5 4.5 All-Red Time (s) 1.0 2.0 1.0 2.0 1.0 2.0 2.0 1.0 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) 4.5 6.5 4.5 6.5 4.5 6.5 6.5 4.5 6.5 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None Act Effct Green (s) 6.4 31.0 11.7 40.1 6.4 33.4 33.4 9.0 41.6 Actuated g/C Ratio 0.06 0.31 0.12 0.40 0.06 0.34 0.34 0.09 0.42 187 Lanes, Volumes, Timings 1: U.S. 30 & 127th Street 03/10/2023 AMPR 23-030 - Plainfield 3:41 pm 10/20/2021 Projected Morning Peak Synchro 11 Report ANB Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.03 0.75 0.30 0.50 0.01 0.62 0.30 0.41 0.50 Control Delay 59.0 43.1 56.3 27.3 60.0 37.0 31.3 61.5 27.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 59.0 43.1 56.3 27.3 60.0 37.0 31.3 61.5 27.4 LOS E D E C E D C E C Approach Delay 43.3 31.8 35.3 32.7 Approach LOS D C D C Queue Length 50th (ft) 3 263 40 155 1 223 82 40 157 Queue Length 95th (ft) 17 455 106 333 7 395 166 107 344 Internal Link Dist (ft) 1448 1534 2254 1335 Turn Bay Length (ft) 225 285 225 220 255 Base Capacity (vph) 115 1033 215 998 115 1017 887 189 953 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 0.03 0.42 0.29 0.34 0.01 0.38 0.18 0.33 0.36 Intersection Summary Area Type: Other Cycle Length: 140 Actuated Cycle Length: 99.7 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.75 Intersection Signal Delay: 35.9 Intersection LOS: D Intersection Capacity Utilization 70.2% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 1: U.S. 30 & 127th Street 188 Lanes, Volumes, Timings 2: 127th Street & 248th Avenue 03/10/2023 AMPR 23-030 - Plainfield 3:41 pm 10/20/2021 Projected Morning Peak Synchro 11 Report ANB Page 3 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 191 445 311 118 177 89 Future Volume (vph) 191 445 311 118 177 89 Ideal Flow (vphpl) 1900 2000 2000 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 90 205 200 0 Storage Lanes 1 0 1 1 Taper Length (ft) 100 195 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1787 1980 1980 1538 1752 1583 Flt Permitted 0.355 0.950 Satd. Flow (perm) 668 1980 1980 1538 1752 1583 Right Turn on Red Yes Yes Satd. Flow (RTOR) 140 106 Link Speed (mph) 40 45 45 Link Distance (ft) 406 1540 313 Travel Time (s) 6.9 23.3 4.7 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 1% 1% 1% 5% 3% 2% Bus Blockages (#/hr) 0 0 0 0 0 0 Parking (#/hr) Mid-Block Traffic (%) 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 227 530 370 140 211 106 Turn Type pm+pt NA NA Perm Prot Perm Protected Phases 5 2 6 4 Permitted Phases 2 6 4 Detector Phase 5 2 6 6 4 4 Switch Phase Minimum Initial (s) 3.0 15.0 15.0 15.0 8.0 8.0 Minimum Split (s) 6.5 21.0 21.0 21.0 14.0 14.0 Total Split (s) 31.0 80.0 49.0 49.0 40.0 40.0 Total Split (%) 25.8% 66.7% 40.8% 40.8% 33.3% 33.3% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 0.0 1.5 1.5 1.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.5 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None None None None Act Effct Green (s) 40.9 39.3 22.8 22.8 14.8 14.8 Actuated g/C Ratio 0.63 0.61 0.35 0.35 0.23 0.23 189 Lanes, Volumes, Timings 2: 127th Street & 248th Avenue 03/10/2023 AMPR 23-030 - Plainfield 3:41 pm 10/20/2021 Projected Morning Peak Synchro 11 Report ANB Page 4 Lane Group EBL EBT WBT WBR SBL SBR v/c Ratio 0.35 0.44 0.53 0.22 0.53 0.24 Control Delay 6.9 8.3 20.8 4.5 29.2 7.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 6.9 8.3 20.8 4.5 29.2 7.3 LOS A A C A C A Approach Delay 7.9 16.3 21.9 Approach LOS A B C Queue Length 50th (ft) 30 92 108 0 70 0 Queue Length 95th (ft) 68 176 215 29 155 33 Internal Link Dist (ft) 326 1460 233 Turn Bay Length (ft) 90 205 200 Base Capacity (vph) 923 1919 1418 1141 998 947 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 0.25 0.28 0.26 0.12 0.21 0.11 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 64.6 Natural Cycle: 45 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.53 Intersection Signal Delay: 13.4 Intersection LOS: B Intersection Capacity Utilization 47.6% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 2: 127th Street & 248th Avenue 190 Lanes, Volumes, Timings 3: Van Dyke Road & 127th Street 03/10/2023 AMPR 23-030 - Plainfield 3:41 pm 10/20/2021 Projected Morning Peak Synchro 11 Report ANB Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 90 446 76 80 339 35 79 267 133 49 114 30 Future Volume (vph) 90 446 76 80 339 35 79 267 133 49 114 30 Ideal Flow (vphpl) 1900 2000 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 180 180 250 0 280 0 145 0 Storage Lanes 1 1 1 0 1 0 1 0 Taper Length (ft) 205 210 190 155 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor 0.99 1.00 Frt 0.850 0.986 0.950 0.969 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1703 1961 1615 1805 1767 0 1736 3281 0 1421 3315 0 Flt Permitted 0.286 0.184 0.609 0.410 Satd. Flow (perm) 513 1961 1615 350 1767 0 1113 3281 0 613 3315 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 128 7 92 36 Link Speed (mph) 40 35 45 45 Link Distance (ft) 1125 2135 1531 1535 Travel Time (s) 19.2 41.6 23.2 23.3 Confl. Peds. (#/hr) 2 2 Confl. Bikes (#/hr) Peak Hour Factor 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 6% 2% 0% 0% 6% 6% 4% 4% 3% 27% 7% 0% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid-Block Traffic (%) 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 113 558 95 100 468 0 99 500 0 61 181 0 Turn Type pm+pt NA Perm pm+pt NA pm+pt NA pm+pt NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 6 Detector Phase 7 4 4 3 8 5 2 1 6 Switch Phase Minimum Initial (s) 3.0 8.0 8.0 3.0 8.0 3.0 15.0 3.0 15.0 Minimum Split (s) 6.5 14.0 14.0 6.5 14.0 6.5 21.0 6.5 21.0 Total Split (s) 10.6 39.2 39.2 10.4 39.0 10.4 23.9 11.5 25.0 Total Split (%) 12.5% 46.1% 46.1% 12.2% 45.9% 12.2% 28.1% 13.5% 29.4% Yellow Time (s) 3.5 4.5 4.5 3.5 4.5 3.5 4.5 3.5 4.5 All-Red Time (s) 0.0 1.5 1.5 0.0 1.5 0.0 1.5 0.0 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.5 6.0 6.0 3.5 6.0 3.5 6.0 3.5 6.0 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None Act Effct Green (s) 34.0 26.1 26.1 33.7 26.0 26.1 19.9 26.4 18.2 Actuated g/C Ratio 0.47 0.36 0.36 0.47 0.36 0.36 0.27 0.36 0.25 191 Lanes, Volumes, Timings 3: Van Dyke Road & 127th Street 03/10/2023 AMPR 23-030 - Plainfield 3:41 pm 10/20/2021 Projected Morning Peak Synchro 11 Report ANB Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.31 0.79 0.14 0.33 0.73 0.21 0.52 0.20 0.21 Control Delay 12.2 30.9 2.2 12.7 28.8 18.3 23.7 18.5 21.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 12.2 30.9 2.2 12.7 28.8 18.3 23.7 18.5 21.9 LOS B C A B C B C B C Approach Delay 24.6 26.0 22.8 21.0 Approach LOS C C C C Queue Length 50th (ft) 27 246 0 24 199 31 96 19 31 Queue Length 95th (ft) 47 309 10 42 259 60 133 41 52 Internal Link Dist (ft) 1045 2055 1451 1455 Turn Bay Length (ft) 180 180 250 280 145 Base Capacity (vph) 367 972 865 312 874 466 1011 322 966 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 0.31 0.57 0.11 0.32 0.54 0.21 0.49 0.19 0.19 Intersection Summary Area Type: Other Cycle Length: 85 Actuated Cycle Length: 72.4 Natural Cycle: 60 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.79 Intersection Signal Delay: 24.1 Intersection LOS: C Intersection Capacity Utilization 60.3% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 3: Van Dyke Road & 127th Street 192 HCM 6th TWSC 4: Waterford Boulevard & 127th Street 03/13/2023 AMPR 23-030 - Plainfield 3:41 pm 10/20/2021 Projected Morning Peak Synchro 11 Report ANB Page 1 Intersection Int Delay, s/veh 0.9 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 599 5 23 377 7 37 Future Vol, veh/h 599 5 23 377 7 37 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 90 - 0 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 84 84 84 84 84 84 Heavy Vehicles, % 1 0 13 1 0 5 Mvmt Flow 713 6 27 449 8 44 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 719 0 1219 716 Stage 1 - - - - 716 - Stage 2 - - - - 503 - Critical Hdwy - - 4.23 - 6.4 6.25 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy - - 2.317 - 3.5 3.345 Pot Cap-1 Maneuver - - 834 - 201 425 Stage 1 - - - - 488 - Stage 2 - - - - 612 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 834 - 195 425 Mov Cap-2 Maneuver - - - - 195 - Stage 1 - - - - 488 - Stage 2 - - - - 592 - Approach EB WB NB HCM Control Delay, s 0 0.5 16 HCM LOS C Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 195 425 - - 834 - HCM Lane V/C Ratio 0.043 0.104 - - 0.033 - HCM Control Delay (s) 24.3 14.4 - - 9.5 - HCM Lane LOS C B - - A - HCM 95th %tile Q(veh) 0.1 0.3 - - 0.1 - 193 HCM 6th TWSC 5: Vicarage Drive/Edwards Elmhurst Drive & 127th Street 03/13/2023 AMPR 23-030 - Plainfield 3:41 pm 10/20/2021 Projected Morning Peak Synchro 11 Report ANB Page 2 Intersection Int Delay, s/veh 2.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 58 549 15 8 366 74 49 0 39 24 0 14 Future Vol, veh/h 58 549 15 8 366 74 49 0 39 24 0 14 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 200 - 145 145 ----0--0 Veh in Median Storage, # - 0 - - 0 - - 1 - - 1 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 84 84 84 84 84 84 84 84 84 84 84 84 Heavy Vehicles, % 0 00000000000 Mvmt Flow 69 654 18 10 436 88 58 0 46 29 0 17 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 524 0 0 672 0 0 1030 1336 654 1324 1310 262 Stage 1 ------792792-500500- Stage 2 ------238544-824810- Critical Hdwy 4.1 - - 4.1 - - 7.3 6.5 6.2 7.3 6.5 6.9 Critical Hdwy Stg 1 ------6.15.5-6.55.5- Critical Hdwy Stg 2 ------6.55.5-6.15.5- Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 1053 - - 928 - - 202 155 470 125 160 743 Stage 1 ------385404-527546- Stage 2 ------750522-370396- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1053 - - 928 - - 186 143 470 106 148 743 Mov Cap-2 Maneuver ------286251-215261- Stage 1 ------360377-492540- Stage 2 ------725516-312370- Approach EB WB NB SB HCM Control Delay, s 0.8 0.2 17.6 19 HCM LOS C C Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1SBLn2 Capacity (veh/h) 286 470 1053 - - 928 - - 215 743 HCM Lane V/C Ratio 0.204 0.099 0.066 - - 0.01 - - 0.133 0.022 HCM Control Delay (s) 20.8 13.5 8.7 - - 8.9 - - 24.3 10 HCM Lane LOS C B A - - A - - C B HCM 95th %tile Q(veh) 0.7 0.3 0.2 - - 0 - - 0.5 0.1 194 HCM 6th TWSC 6: 248th Avenue & Prairie Grove Drive 03/13/2023 AMPR 23-030 - Plainfield 3:41 pm 10/20/2021 Projected Morning Peak Synchro 11 Report ANB Page 3 Intersection Int Delay, s/veh 1.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 25 1 33 4 2 12 13 250 6 2 159 4 Future Vol, veh/h 25 1 33 4 2 12 13 250 6 2 159 4 Conflicting Peds, #/hr 0 00000001100 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 0 - - 0 - - 125 - - 110 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88 Heavy Vehicles, % 0 0 6 25 000133010 Mvmt Flow 28 1 38 5 2 14 15 284 7 2 181 5 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 514 510 184 526 509 289 186 0 0 292 0 0 Stage 1 188 188 - 319 319 ------- Stage 2 326 322 - 207 190 ------- Critical Hdwy 7.1 6.5 6.26 7.35 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.35 5.5 ------- Critical Hdwy Stg 2 6.1 5.5 - 6.35 5.5 ------- Follow-up Hdwy 3.5 4 3.354 3.725 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 474 469 848 428 470 755 1401 - - 1281 - - Stage 1 818 748 - 646 657 ------- Stage 2 691 655 - 745 747 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 459 462 848 404 463 754 1401 - - 1280 - - Mov Cap-2 Maneuver 459 462 - 404 463 ------- Stage 1 809 747 - 639 649 ------- Stage 2 669 647 - 710 746 ------- Approach EB WB NB SB HCM Control Delay, s 11.2 11.1 0.4 0.1 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1401 - - 459 715 404 692 1280 - - HCM Lane V/C Ratio 0.011 - - 0.041 0.067 0.011 0.023 0.002 - - HCM Control Delay (s) 7.6 - - 13.2 10.4 14 10.3 7.8 - - HCM Lane LOS A - -BBBBA - - HCM 95th %tile Q(veh) 0 - - 0.1 0.2 0 0.1 0 - - 195 HCM 6th TWSC 7: 248th Avenue & TCC Access 03/13/2023 AMPR 23-030 - Plainfield 3:41 pm 10/20/2021 Projected Morning Peak Synchro 11 Report ANB Page 4 Intersection Int Delay, s/veh 4.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 41 0 62 55 0 4 73 224 5 3 149 44 Future Vol, veh/h 41 0 62 55 0 4 73 224 5 3 149 44 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 150 ----0110--0-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 0 00000010010 Mvmt Flow 43 0 65 58 0 4 77 236 5 3 157 46 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 581 581 180 612 602 239 203 0 0 241 0 0 Stage 1 186 186 - 393 393 ------- Stage 2 395 395 - 219 209 ------- Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 ------- Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 ------- Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 428 428 868 408 416 805 1381 - - 1337 - - Stage 1 820 750 - 636 609 ------- Stage 2 634 608 - 788 733 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 407 403 868 361 392 805 1381 - - 1337 - - Mov Cap-2 Maneuver 407 403 - 361 392 ------- Stage 1 774 749 - 600 575 ------- Stage 2 596 574 - 727 732 ------- Approach EB WB NB SB HCM Control Delay, s 11.6 16.4 1.9 0.1 HCM LOS B C Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1381 - - 407 868 361 805 1337 - - HCM Lane V/C Ratio 0.056 - - 0.106 0.075 0.16 0.005 0.002 - - HCM Control Delay (s) 7.8 - - 14.9 9.5 16.9 9.5 7.7 - - HCM Lane LOS A - - B A C A A - - HCM 95th %tile Q(veh) 0.2 - - 0.4 0.2 0.6 0 0 - - 196 HCM 6th TWSC 8: 248th Avenue & South Site Access 03/13/2023 AMPR 23-030 - Plainfield 3:41 pm 10/20/2021 Projected Morning Peak Synchro 11 Report ANB Page 5 Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 6 296 13 0 266 Future Vol, veh/h 0 6 296 13 0 266 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - Stop - Free - None Storage Length - 0 ---- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 0 01001 Mvmt Flow 0 6 312 14 0 280 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 312 0 - - - Stage 1 ------ Stage 2 ------ Critical Hdwy - 6.2 ---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.3 ---- Pot Cap-1 Maneuver 0 733 - 0 0 - Stage 1 0 - - 0 0 - Stage 2 0 - - 0 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - 733 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach WB NB SB HCM Control Delay, s 10 0 0 HCM LOS B Minor Lane/Major Mvmt NBTWBLn1 SBT Capacity (veh/h) - 733 - HCM Lane V/C Ratio - 0.009 - HCM Control Delay (s) - 10 - HCM Lane LOS - B - HCM 95th %tile Q(veh) - 0 - 197 Capacity Analysis Summary Sheets Year 2029 Total Weekday Evening Peak Hour Conditions 198 Lanes, Volumes, Timings 1: U.S. 30 & 127th Street 03/10/2023 PMPR 23-030 - Plainfield 10:09 am 11/02/2021 Projected Evening Peak Synchro 11 Report ANB Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 12 393 58 175 527 123 31 370 154 171 453 9 Future Volume (vph) 12 393 58 175 527 123 31 370 154 171 453 9 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 2000 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 225 0 285 0 225 220 255 0 Storage Lanes 1 0 1 0 1 1 1 0 Taper Length (ft) 175 175 250 300 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.981 0.972 0.850 0.997 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1805 1697 0 1787 1843 0 1805 1852 1615 1805 1806 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1805 1697 0 1787 1843 0 1805 1852 1615 1805 1806 0 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph) 45 45 55 55 Link Distance (ft) 1528 1614 2334 1415 Travel Time (s) 23.2 24.5 28.9 17.5 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 0% 11% 2% 1% 0% 1% 0% 8% 0% 0% 5% 0% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid-Block Traffic (%) 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 13 490 0 190 707 0 34 402 167 186 502 0 Turn Type Prot NA Prot NA Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 2 Detector Phase 7 4 3 8 5 2 2 1 6 Switch Phase Minimum Initial (s) 3.0 8.0 10.0 10.0 3.0 15.0 15.0 3.0 15.0 Minimum Split (s) 7.5 14.5 14.5 16.5 7.5 21.5 21.5 7.5 21.5 Total Split (s) 9.5 51.8 27.7 70.0 11.0 50.5 50.5 20.0 59.5 Total Split (%) 6.3% 34.5% 18.5% 46.7% 7.3% 33.7% 33.7% 13.3% 39.7% Yellow Time (s) 3.5 4.5 3.5 4.5 3.5 4.5 4.5 3.5 4.5 All-Red Time (s) 1.0 2.0 1.0 2.0 1.0 2.0 2.0 1.0 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) 4.5 6.5 4.5 6.5 4.5 6.5 6.5 4.5 6.5 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None Act Effct Green (s) 5.1 43.3 19.0 63.4 6.3 38.1 38.1 15.7 52.1 Actuated g/C Ratio 0.04 0.31 0.14 0.46 0.05 0.28 0.28 0.11 0.38 199 Lanes, Volumes, Timings 1: U.S. 30 & 127th Street 03/10/2023 PMPR 23-030 - Plainfield 10:09 am 11/02/2021 Projected Evening Peak Synchro 11 Report ANB Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.20 0.92 0.78 0.84 0.41 0.79 0.38 0.91 0.74 Control Delay 76.9 71.0 80.2 44.7 83.9 59.4 44.1 105.3 47.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 76.9 71.0 80.2 44.7 83.9 59.4 44.1 105.3 47.2 LOS E E F D F E D F D Approach Delay 71.1 52.2 56.5 62.9 Approach LOS E D E E Queue Length 50th (ft) 12 445 174 541 32 347 126 177 427 Queue Length 95th (ft) 38 #699 268 #890 73 486 200 #350 589 Internal Link Dist (ft) 1448 1534 2254 1335 Turn Bay Length (ft) 225 285 225 220 255 Base Capacity (vph) 66 562 303 882 85 595 519 204 704 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 0.87 0.63 0.80 0.40 0.68 0.32 0.91 0.71 Intersection Summary Area Type: Other Cycle Length: 150 Actuated Cycle Length: 138.3 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.92 Intersection Signal Delay: 59.4 Intersection LOS: E Intersection Capacity Utilization 84.9% ICU Level of Service E Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: U.S. 30 & 127th Street 200 Lanes, Volumes, Timings 2: 127th Street & 248th Avenue 03/10/2023 PMPR 23-030 - Plainfield 10:09 am 11/02/2021 Projected Evening Peak Synchro 11 Report ANB Page 3 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 189 546 671 257 169 187 Future Volume (vph) 189 546 671 257 169 187 Ideal Flow (vphpl) 1900 2000 2000 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 90 205 200 0 Storage Lanes 1 0 1 1 Taper Length (ft) 100 195 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 0.98 0.98 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1787 1961 1980 1615 1805 1615 Flt Permitted 0.117 0.950 Satd. Flow (perm) 220 1961 1980 1579 1805 1577 Right Turn on Red Yes Yes Satd. Flow (RTOR) 276 220 Link Speed (mph) 40 45 45 Link Distance (ft) 406 1540 313 Travel Time (s) 6.9 23.3 4.7 Confl. Peds. (#/hr) 2 2 2 Confl. Bikes (#/hr) Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 1% 2% 1% 0% 0% 0% Bus Blockages (#/hr) 0 0 0 0 0 0 Parking (#/hr) Mid-Block Traffic (%) 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 222 642 789 302 199 220 Turn Type pm+pt NA NA Perm Prot Perm Protected Phases 5 2 6 4 Permitted Phases 2 6 4 Detector Phase 5 2 6 6 4 4 Switch Phase Minimum Initial (s) 3.0 15.0 15.0 15.0 8.0 8.0 Minimum Split (s) 6.5 21.0 21.0 21.0 14.0 14.0 Total Split (s) 16.0 67.0 51.0 51.0 33.0 33.0 Total Split (%) 16.0% 67.0% 51.0% 51.0% 33.0% 33.0% Yellow Time (s) 3.5 4.5 4.5 4.5 4.5 4.5 All-Red Time (s) 0.0 1.5 1.5 1.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.5 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None None None None Act Effct Green (s) 60.3 57.8 42.3 42.3 15.8 15.8 Actuated g/C Ratio 0.70 0.67 0.49 0.49 0.18 0.18 201 Lanes, Volumes, Timings 2: 127th Street & 248th Avenue 03/10/2023 PMPR 23-030 - Plainfield 10:09 am 11/02/2021 Projected Evening Peak Synchro 11 Report ANB Page 4 Lane Group EBL EBT WBT WBR SBL SBR v/c Ratio 0.60 0.49 0.81 0.33 0.60 0.47 Control Delay 17.4 8.9 27.3 3.5 40.8 8.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 17.4 8.9 27.3 3.5 40.8 8.0 LOS B A C A D A Approach Delay 11.1 20.7 23.6 Approach LOS B C C Queue Length 50th (ft) 35 145 345 7 104 0 Queue Length 95th (ft) 112 251 528 44 161 47 Internal Link Dist (ft) 326 1460 233 Turn Bay Length (ft) 90 205 200 Base Capacity (vph) 386 1417 1055 970 577 654 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 0.58 0.45 0.75 0.31 0.34 0.34 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 85.8 Natural Cycle: 60 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.81 Intersection Signal Delay: 17.7 Intersection LOS: B Intersection Capacity Utilization 66.7% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 2: 127th Street & 248th Avenue 202 Lanes, Volumes, Timings 3: Van Dyke Road & 127th Street 03/10/2023 PMPR 23-030 - Plainfield 10:09 am 11/02/2021 Projected Evening Peak Synchro 11 Report ANB Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 57 498 176 210 711 55 128 209 159 84 309 74 Future Volume (vph) 57 498 176 210 711 55 128 209 159 84 309 74 Ideal Flow (vphpl) 1900 2000 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 180 180 250 0 280 0 145 0 Storage Lanes 1 1 1 0 1 0 1 0 Taper Length (ft) 205 210 190 155 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor 1.00 1.00 1.00 1.00 Frt 0.850 0.989 0.935 0.971 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1980 1615 1787 1877 0 1805 3375 0 1805 3468 0 Flt Permitted 0.144 0.202 0.452 0.471 Satd. Flow (perm) 268 1980 1615 380 1877 0 858 3375 0 895 3468 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 187 6 169 34 Link Speed (mph) 40 35 45 45 Link Distance (ft) 1125 2135 1531 1535 Travel Time (s) 19.2 41.6 23.2 23.3 Confl. Peds. (#/hr) 1 1 1 1 Confl. Bikes (#/hr) 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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 1% 0% 1% 0% 0% 0% 0% 0% 0% 1% 0% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid-Block Traffic (%) 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 61 530 187 223 815 0 136 391 0 89 408 0 Turn Type pm+pt NA Perm pm+pt NA pm+pt NA pm+pt NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 6 Detector Phase 7 4 4 3 8 5 2 1 6 Switch Phase Minimum Initial (s) 3.0 8.0 8.0 3.0 8.0 3.0 15.0 3.0 15.0 Minimum Split (s) 6.5 14.0 14.0 6.5 14.0 6.5 21.0 6.5 21.0 Total Split (s) 9.6 35.2 35.2 11.4 37.0 9.6 23.8 9.6 23.8 Total Split (%) 12.0% 44.0% 44.0% 14.3% 46.3% 12.0% 29.8% 12.0% 29.8% Yellow Time (s) 3.5 4.5 4.5 3.5 4.5 3.5 4.5 3.5 4.5 All-Red Time (s) 0.0 1.5 1.5 0.0 1.5 0.0 1.5 0.0 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.5 6.0 6.0 3.5 6.0 3.5 6.0 3.5 6.0 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None Act Effct Green (s) 34.8 26.2 26.2 39.1 32.2 24.4 17.2 24.4 17.2 Actuated g/C Ratio 0.47 0.35 0.35 0.53 0.43 0.33 0.23 0.33 0.23 203 Lanes, Volumes, Timings 3: Van Dyke Road & 127th Street 03/10/2023 PMPR 23-030 - Plainfield 10:09 am 11/02/2021 Projected Evening Peak Synchro 11 Report ANB Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.25 0.76 0.27 0.64 1.00 0.38 0.43 0.24 0.49 Control Delay 11.7 30.0 4.1 19.7 57.0 20.3 16.1 18.2 26.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 11.7 30.0 4.1 19.7 57.0 20.3 16.1 18.2 26.1 LOS B C A B E C B B C Approach Delay 22.4 49.0 17.1 24.7 Approach LOS C D B C Queue Length 50th (ft) 14 225 0 55 ~475 45 48 29 86 Queue Length 95th (ft) 31 341 39 #103 #694 84 88 59 130 Internal Link Dist (ft) 1045 2055 1451 1455 Turn Bay Length (ft) 180 180 250 280 145 Base Capacity (vph) 251 790 757 352 817 361 949 369 870 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 0.24 0.67 0.25 0.63 1.00 0.38 0.41 0.24 0.47 Intersection Summary Area Type: Other Cycle Length: 80 Actuated Cycle Length: 74.2 Natural Cycle: 75 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.00 Intersection Signal Delay: 31.5 Intersection LOS: C Intersection Capacity Utilization 80.4% ICU Level of Service D 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: 3: Van Dyke Road & 127th Street 204 HCM 6th TWSC 4: Waterford Boulevard & 127th Street 03/13/2023 PMPR 23-030 - Plainfield 10:09 am 11/02/2021 Projected Evening Peak Synchro 11 Report ANB Page 1 Intersection Int Delay, s/veh 1.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 698 20 44 814 11 37 Future Vol, veh/h 698 20 44 814 11 37 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 90 - 0 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 00103 Mvmt Flow 821 24 52 958 13 44 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 845 0 1895 833 Stage 1 - - - - 833 - Stage 2 - - - - 1062 - Critical Hdwy - - 4.1 - 6.4 6.23 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy - - 2.2 - 3.5 3.327 Pot Cap-1 Maneuver - - 800 - 78 367 Stage 1 - - - - 430 - Stage 2 - - - - 335 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 800 - 73 367 Mov Cap-2 Maneuver - - - - 73 - Stage 1 - - - - 430 - Stage 2 - - - - 313 - Approach EB WB NB HCM Control Delay, s 0 0.5 27.2 HCM LOS D Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 73 367 - - 800 - HCM Lane V/C Ratio 0.177 0.119 - - 0.065 - HCM Control Delay (s) 64.7 16.1 - - 9.8 - HCM Lane LOS F C - - A - HCM 95th %tile Q(veh) 0.6 0.4 - - 0.2 - 205 HCM 6th TWSC 5: Vicarage Drive/Edwards Elmhurst Drive & 127th Street 03/13/2023 PMPR 23-030 - Plainfield 10:09 am 11/02/2021 Projected Evening Peak Synchro 11 Report ANB Page 2 Intersection Int Delay, s/veh 3.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 15 648 52 30 849 34 33 0 25 58 0 46 Future Vol, veh/h 15 648 52 30 849 34 33 0 25 58 0 46 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 200 - 145 145 ----0--0 Veh in Median Storage, # - 0 - - 0 - - 0 - - 1 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 0 00000000000 Mvmt Flow 18 762 61 35 999 40 39 0 29 68 0 54 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 1039 0 0 823 0 0 1368 1907 762 1932 1948 520 Stage 1 ------798798-1089 1089 - Stage 2 ------5701109 - 843 859 - Critical Hdwy 4.1 - - 4.1 - - 7.3 6.5 6.2 7.3 6.5 6.9 Critical Hdwy Stg 1 ------6.15.5-6.55.5- Critical Hdwy Stg 2 ------6.55.5-6.15.5- Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 677 - - 816 - - 116 69 408 ~ 45 65 506 Stage 1 ------382401-233294- Stage 2 ------479288-361376- Platoon blocked, % - - - - Mov Cap-1 Maneuver 677 - - 816 - - 98 64 408 ~ 40 61 506 Mov Cap-2 Maneuver ------9864-134166- Stage 1 ------372390-227281- Stage 2 ------409276-326366- Approach EB WB NB SB HCM Control Delay, s 0.2 0.3 42.7 37.5 HCM LOS E E Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1SBLn2 Capacity (veh/h) 98 408 677 - - 816 - - 134 506 HCM Lane V/C Ratio 0.396 0.072 0.026 - - 0.043 - - 0.509 0.107 HCM Control Delay (s) 64 14.5 10.5 - - 9.6 - - 56.9 13 HCM Lane LOS F B B - - A - - F B HCM 95th %tile Q(veh) 1.6 0.2 0.1 - - 0.1 - - 2.4 0.4 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 206 HCM 6th TWSC 6: 248th Avenue & Prairie Grove Drive 03/13/2023 PMPR 23-030 - Plainfield 10:09 am 11/02/2021 Projected Evening Peak Synchro 11 Report ANB Page 3 Intersection Int Delay, s/veh 1.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 13 0 19 9 0 19 23 329 24 28 274 36 Future Vol, veh/h 13 0 19 9 0 19 23 329 24 28 274 36 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 0 - - 0 - - 125 - - 110 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 0 00000010000 Mvmt Flow 15 0 22 11 0 22 27 387 28 33 322 42 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 875 878 343 875 885 401 364 0 0 415 0 0 Stage 1 409 409 - 455 455 ------- Stage 2 466 469 - 420 430 ------- Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 ------- Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 ------- Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 272 289 704 272 286 653 1206 - - 1155 - - Stage 1 623 600 - 589 572 ------- Stage 2 581 564 - 615 587 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 253 275 704 253 272 653 1206 - - 1155 - - Mov Cap-2 Maneuver 253 275 - 253 272 ------- Stage 1 609 583 - 576 559 ------- Stage 2 549 552 - 578 570 ------- Approach EB WB NB SB HCM Control Delay, s 14.3 13.7 0.5 0.7 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1206 - - 253 529 253 653 1155 - - HCM Lane V/C Ratio 0.022 - - 0.04 0.052 0.042 0.034 0.029 - - HCM Control Delay (s) 8.1 - - 19.8 12.2 19.9 10.7 8.2 - - HCM Lane LOS A - - C B C B A - - HCM 95th %tile Q(veh) 0.1 - - 0.1 0.2 0.1 0.1 0.1 - - 207 HCM 6th TWSC 7: 248th Avenue & TCC Access 03/13/2023 PMPR 23-030 - Plainfield 10:09 am 11/02/2021 Projected Evening Peak Synchro 11 Report ANB Page 4 Intersection Int Delay, s/veh 3.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 47 0 70 34 0 2 65 327 17 10 252 40 Future Vol, veh/h 47 0 70 34 0 2 65 327 17 10 252 40 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 150 ----0110--0-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 0 00000010000 Mvmt Flow 49 0 74 36 0 2 68 344 18 11 265 42 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 798 806 286 834 818 353 307 0 0 362 0 0 Stage 1 308 308 - 489 489 ------- Stage 2 490 498 - 345 329 ------- Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 ------- Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 ------- Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 306 318 758 290 313 695 1265 - - 1208 - - Stage 1 706 664 - 564 553 ------- Stage 2 564 548 - 675 650 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 290 298 758 249 293 695 1265 - - 1208 - - Mov Cap-2 Maneuver 290 298 - 249 293 ------- Stage 1 668 658 - 534 523 ------- Stage 2 532 518 - 604 644 ------- Approach EB WB NB SB HCM Control Delay, s 14.2 21.3 1.3 0.3 HCM LOS B C Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1265 - - 290 758 249 695 1208 - - HCM Lane V/C Ratio 0.054 - - 0.171 0.097 0.144 0.003 0.009 - - HCM Control Delay (s) 8 - - 20 10.3 21.9 10.2 8 - - HCM Lane LOS A - - C B C B A - - HCM 95th %tile Q(veh) 0.2 - - 0.6 0.3 0.5 0 0 - - 208 HCM 6th TWSC 8: 248th Avenue & South Site Access 03/13/2023 PMPR 23-030 - Plainfield 10:09 am 11/02/2021 Projected Evening Peak Synchro 11 Report ANB Page 5 Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 4 405 41 0 356 Future Vol, veh/h 0 4 405 41 0 356 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - Stop - Free - None Storage Length - 0 ---- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 0 01000 Mvmt Flow 0 4 426 43 0 375 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 426 0 - - - Stage 1 ------ Stage 2 ------ Critical Hdwy - 6.2 ---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.3 ---- Pot Cap-1 Maneuver 0 633 - 0 0 - Stage 1 0 - - 0 0 - Stage 2 0 - - 0 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - 633 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach WB NB SB HCM Control Delay, s 10.7 0 0 HCM LOS B Minor Lane/Major Mvmt NBTWBLn1 SBT Capacity (veh/h) - 633 - HCM Lane V/C Ratio - 0.007 - HCM Control Delay (s) - 10.7 - HCM Lane LOS - B - HCM 95th %tile Q(veh) - 0 - 209 Capacity Analysis Summary Sheets Year 2023 Base School Morning Peak Hour Conditions 210 Lanes, Volumes, Timings 2: 127th Street & 248th Avenue 03/10/2023 AMEX - Sch 23-030 - Plainfield 3:41 pm 10/20/2021 Existing School Morning Peak Synchro 11 Report ANB Page 1 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 290 315 122 233 135 89 Future Volume (vph) 290 315 122 233 135 89 Ideal Flow (vphpl) 1900 2000 2000 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 90 205 200 0 Storage Lanes 1 0 1 1 Taper Length (ft) 100 195 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1787 1980 1923 1583 1805 1583 Flt Permitted 0.558 0.950 Satd. Flow (perm) 1050 1980 1923 1583 1805 1583 Right Turn on Red Yes Yes Satd. Flow (RTOR) 424 151 Link Speed (mph) 40 45 45 Link Distance (ft) 1211 1253 610 Travel Time (s) 20.6 19.0 9.2 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.63 0.84 0.82 0.55 0.62 0.59 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 1% 1% 4% 2% 0% 2% Bus Blockages (#/hr) 0 0 0 0 0 0 Parking (#/hr) Mid-Block Traffic (%) 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 460 375 149 424 218 151 Turn Type pm+pt NA NA Perm Prot Perm Protected Phases 5 2 6 4 Permitted Phases 2 6 4 Detector Phase 5 2 6 6 4 4 Switch Phase Minimum Initial (s) 3.0 15.0 15.0 15.0 8.0 8.0 Minimum Split (s) 6.5 21.0 21.0 21.0 14.0 14.0 Total Split (s) 48.0 115.0 67.0 67.0 35.0 35.0 Total Split (%) 32.0% 76.7% 44.7% 44.7% 23.3% 23.3% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 0.0 1.5 1.5 1.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.5 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None None None None Act Effct Green (s) 49.1 47.5 18.6 18.6 14.4 14.4 Actuated g/C Ratio 0.68 0.66 0.26 0.26 0.20 0.20 211 Lanes, Volumes, Timings 2: 127th Street & 248th Avenue 03/10/2023 AMEX - Sch 23-030 - Plainfield 3:41 pm 10/20/2021 Existing School Morning Peak Synchro 11 Report ANB Page 2 Lane Group EBL EBT WBT WBR SBL SBR v/c Ratio 0.48 0.29 0.30 0.59 0.61 0.35 Control Delay 7.0 6.0 26.8 6.8 36.9 8.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 7.0 6.0 26.8 6.8 36.9 8.1 LOS A A C A D A Approach Delay 6.5 12.0 25.1 Approach LOS A B C Queue Length 50th (ft) 71 58 52 0 85 0 Queue Length 95th (ft) 89 107 117 0 129 5 Internal Link Dist (ft) 1131 1173 530 Turn Bay Length (ft) 90 205 200 Base Capacity (vph) 1239 1980 1652 1419 783 772 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 0.37 0.19 0.09 0.30 0.28 0.20 Intersection Summary Area Type: Other Cycle Length: 150 Actuated Cycle Length: 72.4 Natural Cycle: 45 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.61 Intersection Signal Delay: 12.2 Intersection LOS: B Intersection Capacity Utilization 47.7% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 2: 127th Street & 248th Avenue 212 HCM 6th TWSC 6: 248th Avenue & Prairie Grove Drive 03/14/2023 AMEX - Sch 23-030 - Plainfield 3:41 pm 10/20/2021 Existing School Morning Peak Synchro 11 Report ANB Page 1 Intersection Int Delay, s/veh 4.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 34 4 27 5 1 40 8 495 2 13 186 18 Future Vol, veh/h 34 4 27 5 1 40 8 495 2 13 186 18 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 1 1 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 0 - - 0 - - 125 - - 110 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 61 50 68 42 25 50 50 58 50 65 57 64 Heavy Vehicles, % 0 0 0 0 0 0 12 1 0 0 1 0 Mvmt Flow 56 8 40 12 4 80 16 853 4 20 326 28 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1309 1270 340 1292 1282 856 354 0 0 858 0 0 Stage 1 380 380 - 888 888 - - - - - - - Stage 2 929 890 - 404 394 - - - - - - - Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.22 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 - - - - - - - Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.308 - - 2.2 - - Pot Cap-1 Maneuver 138 170 707 141 167 360 1151 - - 791 - - Stage 1 646 617 - 341 365 - - - - - - - Stage 2 324 364 - 627 609 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 102 163 707 124 160 360 1151 - - 790 - - Mov Cap-2 Maneuver 102 163 - 124 160 - - - - - - - Stage 1 637 602 - 336 360 - - - - - - - Stage 2 246 359 - 569 594 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 38.4 21.2 0.1 0.5 HCM LOS E C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1151 - - 102 231 124 340 790 - - HCM Lane V/C Ratio 0.014 - - 0.364 0.287 0.096 0.247 0.025 - - HCM Control Delay (s) 8.2 - - 59.3 26.7 37.1 19 9.7 - - HCM Lane LOS A - - F D E C A - - HCM 95th %tile Q(veh) 0 - - 1.5 1.1 0.3 1 0.1 - - 213 HCM 6th TWSC 7: 248th Avenue & TCC Access 03/14/2023 AMEX - Sch 23-030 - Plainfield 3:41 pm 10/20/2021 Existing School Morning Peak Synchro 11 Report ANB Page 2 Intersection Int Delay, s/veh 1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 20 29 38 485 195 23 Future Vol, veh/h 20 29 38 485 195 23 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 150 0 110 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 58 57 95 Heavy Vehicles, % 0 0 0 1 1 0 Mvmt Flow 21 31 40 836 342 24 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1270 354 366 0 - 0 Stage 1 354 - - - - - Stage 2 916 - - - - - Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 187 694 1204 - - - Stage 1 715 - - - - - Stage 2 393 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 181 694 1204 - - - Mov Cap-2 Maneuver 181 - - - - - Stage 1 691 - - - - - Stage 2 393 - - - - - Approach EB NB SB HCM Control Delay, s 17.4 0.4 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1204 - 181 694 - - HCM Lane V/C Ratio 0.033 - 0.116 0.044 - - HCM Control Delay (s) 8.1 - 27.5 10.4 - - HCM Lane LOS A - D B - - HCM 95th %tile Q(veh) 0.1 - 0.4 0.1 - - 214 Capacity Analysis Summary Sheets Year 2023 Base School Afternoon Peak Hour Conditions 215 Lanes, Volumes, Timings 2: 127th Street & 248th Avenue 03/14/2023 PMEX - Sch 23-030 - Plainfield 10:09 am 11/02/2021 Existing School Evening Peak Synchro 11 Report ANB Page 1 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 72 246 253 127 215 214 Future Volume (vph) 72 246 253 127 215 214 Ideal Flow (vphpl) 1900 2000 2000 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 90 205 200 0 Storage Lanes 1 0 1 1 Taper Length (ft) 100 195 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 0.98 0.98 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1736 1923 1961 1599 1787 1599 Flt Permitted 0.445 0.950 Satd. Flow (perm) 812 1923 1961 1564 1787 1562 Right Turn on Red Yes Yes Satd. Flow (RTOR) 146 522 Link Speed (mph) 40 45 45 Link Distance (ft) 1211 1253 610 Travel Time (s) 20.6 19.0 9.2 Confl. Peds. (#/hr) 2 2 2 Confl. Bikes (#/hr) Peak Hour Factor 0.73 0.70 0.87 0.87 0.62 0.41 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 4% 4% 2% 1% 1% 1% Bus Blockages (#/hr)000000 Parking (#/hr) Mid-Block Traffic (%) 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 99 351 291 146 347 522 Turn Type pm+pt NA NA Perm Prot Perm Protected Phases 5 2 6 4 Permitted Phases 2 6 4 Detector Phase 526644 Switch Phase Minimum Initial (s) 3.0 15.0 15.0 15.0 8.0 8.0 Minimum Split (s) 6.5 21.0 21.0 21.0 14.0 14.0 Total Split (s) 18.0 78.0 60.0 60.0 42.0 42.0 Total Split (%) 15.0% 65.0% 50.0% 50.0% 35.0% 35.0% Yellow Time (s) 3.5 4.5 4.5 4.5 4.5 4.5 All-Red Time (s) 0.0 1.5 1.5 1.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.5 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None None None None Act Effct Green (s) 34.0 31.3 21.6 21.6 21.1 21.1 Actuated g/C Ratio 0.52 0.48 0.33 0.33 0.32 0.32 216 Lanes, Volumes, Timings 2: 127th Street & 248th Avenue 03/14/2023 PMEX - Sch 23-030 - Plainfield 10:09 am 11/02/2021 Existing School Evening Peak Synchro 11 Report ANB Page 2 Lane Group EBL EBT WBT WBR SBL SBR v/c Ratio 0.18 0.38 0.45 0.24 0.60 0.61 Control Delay 9.5 12.6 22.2 5.1 25.3 5.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 9.5 12.6 22.2 5.1 25.3 5.5 LOS ABCACA Approach Delay 11.9 16.5 13.4 Approach LOS B B B Queue Length 50th (ft) 17 78 91 0 114 0 Queue Length 95th (ft) 40 127 193 36 149 0 Internal Link Dist (ft) 1131 1173 530 Turn Bay Length (ft) 90 205 200 Base Capacity (vph) 643 1830 1610 1310 1061 1139 Starvation Cap Reductn 000000 Spillback Cap Reductn 000000 Storage Cap Reductn 000000 Reduced v/c Ratio 0.15 0.19 0.18 0.11 0.33 0.46 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 65.3 Natural Cycle: 50 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.61 Intersection Signal Delay: 13.8 Intersection LOS: B Intersection Capacity Utilization 41.9% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 2: 127th Street & 248th Avenue 217 HCM 6th TWSC 6: 248th Avenue & Prairie Grove Drive 03/14/2023 PMEX - Sch 23-030 - Plainfield 10:09 am 11/02/2021 Existing School Evening Peak Synchro 11 Report ANB Page 1 Intersection Int Delay, s/veh 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 15 3 33 1 0 14 22 171 2 16 390 38 Future Vol, veh/h 15 3 33 1 0 14 22 171 2 16 390 38 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 0 - - 0 - - 125 - - 110 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 63 75 83 25 25 88 69 82 50 36 46 41 Heavy Vehicles, % 0 060014420010 Mvmt Flow 24 4 40 4 0 16 32 209 4 44 848 93 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1266 1260 895 1280 1304 211 941 0 0 213 0 0 Stage 1 983 983 - 275 275 ------- Stage 2 283 277 - 1005 1029 ------- Critical Hdwy 7.1 6.5 6.26 7.1 6.5 6.34 4.14 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 ------- Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 ------- Follow-up Hdwy 3.5 4 3.354 3.5 4 3.426 2.236 - - 2.2 - - Pot Cap-1 Maneuver 147 172 334 144 162 800 720 - - 1369 - - Stage 1 302 329 - 736 686 ------- Stage 2 728 685 - 294 314 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 136 159 334 117 150 800 720 - - 1369 - - Mov Cap-2 Maneuver 136 159 - 117 150 ------- Stage 1 289 318 - 704 656 ------- Stage 2 682 655 - 248 304 ------- Approach EB WB NB SB HCM Control Delay, s 25.6 15.1 1.3 0.3 HCM LOS D C Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 720 - - 136 255 117 800 1369 - - HCM Lane V/C Ratio 0.044 - - 0.117 0.203 0.034 0.02 0.032 - - HCM Control Delay (s) 10.2 - - 34.9 22.7 36.9 9.6 7.7 - - HCM Lane LOS B - - D C E A A - - HCM 95th %tile Q(veh) 0.1 - - 0.4 0.7 0.1 0.1 0.1 - - 218 HCM 6th TWSC 7: 248th Avenue & TCC Access 03/14/2023 PMEX - Sch 23-030 - Plainfield 10:09 am 11/02/2021 Existing School Evening Peak Synchro 11 Report ANB Page 2 Intersection Int Delay, s/veh 0.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 8 13 12 187 416 8 Future Vol, veh/h 8 13 12 187 416 8 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 150 0 110 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 82 46 95 Heavy Vehicles, % 0 00100 Mvmt Flow 8 14 13 228 904 8 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1162 908 912 0 - 0 Stage 1 908 ----- Stage 2 254 ----- Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 218 336 755 - - - Stage 1 397 ----- Stage 2 793 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 214 336 755 - - - Mov Cap-2 Maneuver 214 ----- Stage 1 390 ----- Stage 2 793 ----- Approach EB NB SB HCM Control Delay, s 18.6 0.5 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1EBLn2 SBT SBR Capacity (veh/h) 755 - 214 336 - - HCM Lane V/C Ratio 0.017 - 0.039 0.041 - - HCM Control Delay (s) 9.8 - 22.5 16.2 - - HCM Lane LOS A - C C - - HCM 95th %tile Q(veh) 0.1 - 0.1 0.1 - - 219 Capacity Analysis Summary Sheets Year 2029 Total School Morning Peak Hour Conditions 220 Lanes, Volumes, Timings 2: 127th Street & 248th Avenue 03/10/2023 AMPR - Sch 23-030 - Plainfield 3:41 pm 10/20/2021 Projected School Morning Peak Synchro 11 Report ANB Page 1 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 323 353 174 259 171 134 Future Volume (vph) 323 353 174 259 171 134 Ideal Flow (vphpl) 1900 2000 2000 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 90 205 200 0 Storage Lanes 1 0 1 1 Taper Length (ft) 100 195 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1787 1980 1923 1583 1805 1583 Flt Permitted 0.458 0.950 Satd. Flow (perm) 862 1980 1923 1583 1805 1583 Right Turn on Red Yes Yes Satd. Flow (RTOR) 471 227 Link Speed (mph) 40 45 45 Link Distance (ft) 912 770 313 Travel Time (s) 15.5 11.7 4.7 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.63 0.84 0.82 0.55 0.62 0.59 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 1% 1% 4% 2% 0% 2% Bus Blockages (#/hr) 0 0 0 0 0 0 Parking (#/hr) Mid-Block Traffic (%) 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 513 420 212 471 276 227 Turn Type pm+pt NA NA Perm Prot Perm Protected Phases 5 2 6 4 Permitted Phases 2 6 4 Detector Phase 5 2 6 6 4 4 Switch Phase Minimum Initial (s) 3.0 15.0 15.0 15.0 8.0 8.0 Minimum Split (s) 6.5 21.0 21.0 21.0 14.0 14.0 Total Split (s) 48.0 115.0 67.0 67.0 35.0 35.0 Total Split (%) 32.0% 76.7% 44.7% 44.7% 23.3% 23.3% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 0.0 1.5 1.5 1.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.5 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None None None None Act Effct Green (s) 59.0 57.4 22.5 22.5 19.0 19.0 Actuated g/C Ratio 0.68 0.66 0.26 0.26 0.22 0.22 221 Lanes, Volumes, Timings 2: 127th Street & 248th Avenue 03/10/2023 AMPR - Sch 23-030 - Plainfield 3:41 pm 10/20/2021 Projected School Morning Peak Synchro 11 Report ANB Page 2 Lane Group EBL EBT WBT WBR SBL SBR v/c Ratio 0.56 0.32 0.43 0.62 0.70 0.43 Control Delay 9.2 7.4 32.7 7.1 44.4 7.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 9.2 7.4 32.7 7.1 44.4 7.6 LOS A A C A D A Approach Delay 8.4 15.1 27.8 Approach LOS A B C Queue Length 50th (ft) 103 82 95 0 138 0 Queue Length 95th (ft) 130 155 185 0 182 0 Internal Link Dist (ft) 832 690 233 Turn Bay Length (ft) 90 205 200 Base Capacity (vph) 1103 1951 1434 1300 660 722 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 0.47 0.22 0.15 0.36 0.42 0.31 Intersection Summary Area Type: Other Cycle Length: 150 Actuated Cycle Length: 87 Natural Cycle: 50 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.70 Intersection Signal Delay: 15.1 Intersection LOS: B Intersection Capacity Utilization 51.5% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 2: 127th Street & 248th Avenue 222 HCM 6th TWSC 6: 248th Avenue & Prairie Grove Drive 03/14/2023 AMPR - Sch 23-030 - Plainfield 3:41 pm 10/20/2021 Projected School Morning Peak Synchro 11 Report ANB Page 1 Intersection Int Delay, s/veh 5.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 34 4 27 5 1 40 8 542 2 13 206 18 Future Vol, veh/h 34 4 27 5 1 40 8 542 2 13 206 18 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 1 1 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 0 - - 0 - - 125 - - 110 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 61 50 68 42 25 50 50 58 50 65 57 64 Heavy Vehicles, % 0 0 0 0 0 0 12 1 0 0 1 0 Mvmt Flow 56 8 40 12 4 80 16 934 4 20 361 28 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1425 1386 375 1408 1398 937 389 0 0 939 0 0 Stage 1 415 415 - 969 969 - - - - - - - Stage 2 1010 971 - 439 429 - - - - - - - Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.22 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 - - - - - - - Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.308 - - 2.2 - - Pot Cap-1 Maneuver 114 144 676 118 142 324 1117 - - 738 - - Stage 1 619 596 - 307 334 - - - - - - - Stage 2 292 334 - 601 587 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 81 138 676 103 136 324 1117 - - 737 - - Mov Cap-2 Maneuver 81 138 - 103 136 - - - - - - - Stage 1 610 580 - 302 329 - - - - - - - Stage 2 214 329 - 543 571 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 51 24.2 0.1 0.5 HCM LOS F C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1117 - - 81 192 103 304 737 - - HCM Lane V/C Ratio 0.014 - - 0.459 0.345 0.116 0.276 0.027 - - HCM Control Delay (s) 8.3 - - 82.6 33.3 44.5 21.3 10 - - HCM Lane LOS A - - F D E C B - - HCM 95th %tile Q(veh) 0 - - 1.9 1.4 0.4 1.1 0.1 - - 223 HCM 6th TWSC 7: 248th Avenue & TCC Access 03/14/2023 AMPR - Sch 23-030 - Plainfield 3:41 pm 10/20/2021 Projected School Morning Peak Synchro 11 Report ANB Page 2 Intersection Int Delay, s/veh 4.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 20 0 29 61 0 0 38 532 4 0 215 23 Future Vol, veh/h 20 0 29 61 0 0 38 532 4 0 215 23 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 - - None - - None - - None - - None Storage Length 150 - - - - 0 110 - - 215 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 58 95 95 57 95 Heavy Vehicles, % 0 0 0 0 0 0 0 1 0 0 1 0 Mvmt Flow 21 0 31 64 0 0 40 917 4 0 377 24 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1388 1390 389 1404 1400 919 401 0 0 921 0 0 Stage 1 389 389 - 999 999 - - - - - - - Stage 2 999 1001 - 405 401 - - - - - - - Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 - - - - - - - Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 121 144 664 118 142 332 1169 - - 750 - - Stage 1 639 612 - 296 324 - - - - - - - Stage 2 296 323 - 626 604 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 118 139 664 110 137 332 1169 - - 750 - - Mov Cap-2 Maneuver 118 139 - 110 137 - - - - - - - Stage 1 617 612 - 286 313 - - - - - - - Stage 2 286 312 - 597 604 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 23.5 75.9 0.3 0 HCM LOS C F Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1169 - - 118 664 110 - 750 - - HCM Lane V/C Ratio 0.034 - - 0.178 0.046 0.584 - - - - HCM Control Delay (s) 8.2 - - 42 10.7 75.9 0 0 - - HCM Lane LOS A - - E B F A A - - HCM 95th %tile Q(veh) 0.1 - - 0.6 0.1 2.8 - 0 - - 224 HCM 6th TWSC 8: 248th Avenue & South Site Access 03/14/2023 AMPR - Sch 23-030 - Plainfield 3:41 pm 10/20/2021 Projected School Morning Peak Synchro 11 Report ANB Page 3 Intersection Int Delay, s/veh 0 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 574 8 0 305 Future Vol, veh/h 0 0 574 8 0 305 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - Stop - Free - None Storage Length - 0 - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 58 95 95 57 Heavy Vehicles, % 0 0 1 0 0 1 Mvmt Flow 0 0 990 8 0 535 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 990 0 - - - Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.2 - - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.3 - - - - Pot Cap-1 Maneuver 0 302 - 0 0 - Stage 1 0 - - 0 0 - Stage 2 0 - - 0 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - 302 - - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach WB NB SB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBTWBLn1 SBT Capacity (veh/h) - - - HCM Lane V/C Ratio - - - HCM Control Delay (s) - 0 - HCM Lane LOS - A - HCM 95th %tile Q(veh) - - - 225 Capacity Analysis Summary Sheets Year 2029 Total School Afternoon Peak Hour Conditions 226 Lanes, Volumes, Timings 2: 127th Street & 248th Avenue 03/10/2023 PMPR - Sch 23-030 - Plainfield 10:09 am 11/02/2021 Projected School Evening Peak Synchro 11 Report ANB Page 1 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 101 298 305 154 247 254 Future Volume (vph) 101 298 305 154 247 254 Ideal Flow (vphpl) 1900 2000 2000 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 90 205 200 0 Storage Lanes 1 0 1 1 Taper Length (ft) 100 195 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 0.98 0.98 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1736 1923 1961 1599 1787 1599 Flt Permitted 0.363 0.950 Satd. Flow (perm) 663 1923 1961 1564 1787 1562 Right Turn on Red Yes Yes Satd. Flow (RTOR) 177 542 Link Speed (mph) 40 45 45 Link Distance (ft) 912 770 313 Travel Time (s) 15.5 11.7 4.7 Confl. Peds. (#/hr) 2 2 2 Confl. Bikes (#/hr) Peak Hour Factor 0.73 0.70 0.87 0.87 0.62 0.41 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 4% 4% 2% 1% 1% 1% Bus Blockages (#/hr) 0 0 0 0 0 0 Parking (#/hr) Mid-Block Traffic (%) 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 138 426 351 177 398 620 Turn Type pm+pt NA NA Perm Prot Perm Protected Phases 5 2 6 4 Permitted Phases 2 6 4 Detector Phase 5 2 6 6 4 4 Switch Phase Minimum Initial (s) 3.0 15.0 15.0 15.0 8.0 8.0 Minimum Split (s) 6.5 21.0 21.0 21.0 14.0 14.0 Total Split (s) 18.0 78.0 60.0 60.0 42.0 42.0 Total Split (%) 15.0% 65.0% 50.0% 50.0% 35.0% 35.0% Yellow Time (s) 3.5 4.5 4.5 4.5 4.5 4.5 All-Red Time (s) 0.0 1.5 1.5 1.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.5 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None None None None Act Effct Green (s) 42.1 39.4 25.2 25.2 24.9 24.9 Actuated g/C Ratio 0.55 0.51 0.33 0.33 0.32 0.32 227 Lanes, Volumes, Timings 2: 127th Street & 248th Avenue 03/10/2023 PMPR - Sch 23-030 - Plainfield 10:09 am 11/02/2021 Projected School Evening Peak Synchro 11 Report ANB Page 2 Lane Group EBL EBT WBT WBR SBL SBR v/c Ratio 0.27 0.43 0.55 0.28 0.69 0.71 Control Delay 11.1 14.1 26.1 4.9 31.0 9.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 11.1 14.1 26.1 4.9 31.0 9.2 LOS B B C A C A Approach Delay 13.3 19.0 17.7 Approach LOS B B B Queue Length 50th (ft) 30 118 133 0 160 26 Queue Length 95th (ft) 56 166 253 39 196 0 Internal Link Dist (ft) 832 690 233 Turn Bay Length (ft) 90 205 200 Base Capacity (vph) 575 1714 1443 1197 882 1046 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.24 0.25 0.24 0.15 0.45 0.59 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 77 Natural Cycle: 55 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.71 Intersection Signal Delay: 16.9 Intersection LOS: B Intersection Capacity Utilization 47.9% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 2: 127th Street & 248th Avenue 228 HCM 6th TWSC 6: 248th Avenue & Prairie Grove Drive 03/14/2023 PMPR - Sch 23-030 - Plainfield 10:09 am 11/02/2021 Projected School Evening Peak Synchro 11 Report ANB 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 15 3 33 1 0 14 22 188 2 16 428 38 Future Vol, veh/h 15 3 33 1 0 14 22 188 2 16 428 38 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 - - None - - None - - None - - None Storage Length 0 - - 0 - - 125 - - 110 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 63 75 83 25 25 88 69 82 50 36 46 41 Heavy Vehicles, % 0 0 6 0 0 14 4 2 0 0 1 0 Mvmt Flow 24 4 40 4 0 16 32 229 4 44 930 93 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1368 1362 977 1382 1406 231 1023 0 0 233 0 0 Stage 1 1065 1065 - 295 295 - - - - - - - Stage 2 303 297 - 1087 1111 - - - - - - - Critical Hdwy 7.1 6.5 6.26 7.1 6.5 6.34 4.14 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 - - - - - - - Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 - - - - - - - Follow-up Hdwy 3.5 4 3.354 3.5 4 3.426 2.236 - - 2.2 - - Pot Cap-1 Maneuver 125 149 299 122 140 779 671 - - 1346 - - Stage 1 272 302 - 718 673 - - - - - - - Stage 2 711 671 - 264 287 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 115 137 299 97 129 779 671 - - 1346 - - Mov Cap-2 Maneuver 115 137 - 97 129 - - - - - - - Stage 1 259 292 - 684 641 - - - - - - - Stage 2 663 639 - 218 278 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 29.4 16.5 1.3 0.3 HCM LOS D C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 671 - - 115 224 97 779 1346 - - HCM Lane V/C Ratio 0.048 - - 0.138 0.231 0.041 0.02 0.033 - - HCM Control Delay (s) 10.6 - - 41.3 25.8 43.7 9.7 7.8 - - HCM Lane LOS B - - E D E A A - - HCM 95th %tile Q(veh) 0.1 - - 0.5 0.9 0.1 0.1 0.1 - - 229 HCM 6th TWSC 7: 248th Avenue & TCC Access 03/14/2023 PMPR - Sch 23-030 - Plainfield 10:09 am 11/02/2021 Projected School Evening Peak Synchro 11 Report ANB Page 2 Intersection Int Delay, s/veh 1.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 8 0 13 34 0 0 12 204 12 0 454 8 Future Vol, veh/h 8 0 13 34 0 0 12 204 12 0 454 8 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 - - None - - None - - None - - None Storage Length 150 - - - - 0 110 - - 215 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 82 95 95 46 95 Heavy Vehicles, % 0 0 0 0 0 0 0 2 0 0 1 0 Mvmt Flow 8 0 14 36 0 0 13 249 13 0 987 8 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1273 1279 991 1280 1277 256 995 0 0 262 0 0 Stage 1 991 991 - 282 282 - - - - - - - Stage 2 282 288 - 998 995 - - - - - - - Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 - - - - - - - Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 146 167 301 144 168 788 703 - - 1314 - - Stage 1 299 327 - 729 681 - - - - - - - Stage 2 729 677 - 296 325 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 144 164 301 136 165 788 703 - - 1314 - - Mov Cap-2 Maneuver 144 164 - 136 165 - - - - - - - Stage 1 294 327 - 716 669 - - - - - - - Stage 2 716 665 - 283 325 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 22.8 40.7 0.5 0 HCM LOS C E Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 703 - - 144 301 136 - 1314 - - HCM Lane V/C Ratio 0.018 - - 0.058 0.045 0.263 - - - - HCM Control Delay (s) 10.2 - - 31.5 17.5 40.7 0 0 - - HCM Lane LOS B - - D C E A A - - HCM 95th %tile Q(veh) 0.1 - - 0.2 0.1 1 - 0 - - 230 HCM 6th TWSC 8: 248th Avenue & South Site Access 03/14/2023 PMPR - Sch 23-030 - Plainfield 10:09 am 11/02/2021 Projected School Evening Peak Synchro 11 Report ANB Page 3 Intersection Int Delay, s/veh 0 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 228 27 0 501 Future Vol, veh/h 0 0 228 27 0 501 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - Stop - Free - None Storage Length - 0 - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 82 95 95 46 Heavy Vehicles, % 0 0 2 0 0 1 Mvmt Flow 0 0 278 28 0 1089 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 278 0 - - - Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.2 - - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.3 - - - - Pot Cap-1 Maneuver 0 766 - 0 0 - Stage 1 0 - - 0 0 - Stage 2 0 - - 0 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - 766 - - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach WB NB SB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBTWBLn1 SBT Capacity (veh/h) - - - HCM Lane V/C Ratio - - - HCM Control Delay (s) - 0 - HCM Lane LOS - A - HCM 95th %tile Q(veh) - - - 231 Turn Lane Warrants 232 248th Avenue with the Proposed Full Movement Access Drive - Right Turn Lane Guidelines AM Peak Hour: (229, 5) PM Peak Hour: (344, 17) 233 248th Avenue with the Proposed Right-in/Right-out Access Drive - Right Turn Lane Guidelines AM Peak Hour: (303, 13) PM Peak Hour: (446, 41) 234