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HomeMy Public PortalAbout06-01-21 Plan Commission Agenda PacketPlan Commission Tuesday, June 01, 2021 7:00 PM Village Boardroom (VIRTUAL ONLY) 24401 W. Lockport Street Plainfield, IL 60544 Agenda CALL TO ORDER PLEDGE TO THE FLAG ROLL CALL APPROVAL OF MINUTES Approval of the Minutes of the Plan Commission meetings held on May 4, 2021 and May 18, 2021. 05-04-21 Plan Commission Minutes.pdf 05-18-21 Plan Commission Minutes.pdf PUBLIC COMMENTS • Please email public comments to planning@goplainfield.com, please note PUBLIC COMMENTS - PLAN COMMISSION in the email subject line. Comments must be received by Tuesday, June 1, 2021 at 3:00 p.m. • Village Meetings are livestreamed on the Village’s Website - https://www.plainfield-il.org/government/agendas-meetings click “in progress” when available. • Live meetings are broadcast on Comcast Channel 6 and AT&T U-verse Channel 99. DEVELOPMENT REPORT OLD BUSINESS CASE NUMBER: 1908-012021.AA.REZ.SU.PP (PUBLIC HEARING) REQUEST: Annexation, Rezoning, Special Use, & Preliminary Plat LOCATION: Generally the SWC of Drauden Rd. & RT 126 APPLICANT: Wingspan Development. Chris Coleman Please email public comments to planning@goplainfield.com, please note 1 Plan Commission Page - 2 PUBLIC HEARING COMMENTS - PLAN COMMISSION in the email subject line. Comments must be received by Tuesday, June 1, 2021 at 3:00 p.m. Onyx Subdivision Staff Report Packet.pdf CASE NUMBER: 1926-042821.REZ.SPR (PUBLIC HEARING) REQUEST: Rezoning & Site Plan Review LOCATION: 14926 S. Route 59 APPLICANT: Wasif Rahman Please email public comments to planning@goplainfield.com, please note PUBLIC HEARING COMMENTS - PLAN COMMISSION in the email subject line. Comments must be received by Tuesday, June 1, 2021 at 3:00 p.m. 14926 S Route 59 Staff Report Packet.pdf NEW BUSINESS DISCUSSION ADJOURN REMINDERS - June 7th - Village Board Meeting – 7:00 p.m. June 15th - Next Zoning Board of Appeals & Plan Commission – 7:00 p.m. June 16th - Evening with the Mayor – 6:30 p.m. at Settlers’ Park Amphitheater 2 Plan Commission Record of Minutes Date: May 4, 2021 Location: Village Hall (Zoom Meeting) CALL TO ORDER, PLEDGE, & ROLL CALL Chairman Kiefer called the Plan Commission meeting to order at 7:01 p.m. and led the pledge to the flag. ROLL CALL: Commissioners Heinen, Renzi, Seggebruch, Womack, and Chairman Kiefer were present. Commissioner Minnis was absent. OTHERS PRESENT: Jonathan Proulx, Director of Planning; and Yuchen Ding, Associate Planner. APPROVAL OF MINUTES The Minutes of the Plan Commission meeting held on April 20, 2021 were approved as amended. PUBLIC COMMENTS No Public Comments received via email. DEVELOPMENT REPORT Mr. Proulx provided an update on the following items: Belle Tire, and Creekside Crossing Unit 7 B. OLD BUSINESS No Old Business. NEW BUSINESS 1920-032621.PP.FP LOTS 44 & 37 IN RIVER POINT ESTATES EVAN BEATTIE Commissioner Heinen recused himself from the case because he will be representing the applicant. Mr. Proulx stated the applicant is seeking to consolidate Lots 37 and 44 in River Point Estates, to allow for a bigger yard. Lot 37 (13,087 square feet) is where they currently own a single-family residence, and Lot 44 (16,958 square feet) is currently vacant. The combined area of both lots is 30,045 square feet. The subject site is currently zoned R-1 (Low Density Single Family Residential). Mr. Proulx reviewed the staff report dated April 30, 2021. Chairman Kiefer asked staff if any public comments were received via email. Mr. Proulx stated no. Chairman Kiefer swore in swore in Andy Heinen, representing applicant, and Evan Beattie, applicant. Mr. Heinen thanked Ms. Gal, Associate Planner, for all she has done to help Mr. Beattie through this process. Mr. Heinen explained how the current fence will be refigured with the lot consolidation and explained the landscape plan. Mr. Heinen further stated no structures are being proposed at this time but the applicant will be installing a fence. Mr. Heinen added that the applicant has received approval from the HOA Board, and lot consolidations has been done by several homeowners in this subdivision. Mr. Beattie explained the reason for the lot consolidation is to make their yard larger and they took a lot of care designing the landscape plan to make sure it blends into the neighborhood. Chairman Kiefer asked if Mr. Beattie has received any feedback from his neighbors. Mr. Beattie explained the positive feedback from the neighbors. Mr. Heinen wanted a clarification on stipulation number three (3), which the applicant agrees to but wants to make sure if in the future the applicant wants to subdivide to sell the lot that a driveway could be installed if a home was built there. Mr. Proulx stated staff can draft a convenance to allow a driveway if in the future it is resubdivided. 3 Plan Commission Minutes May 4, 2021 Page 2 of 5 Chairman Kiefer provided comments from Commissioner Minnis that he received which included the following: would prefer an adjacent lot on the same street oppose to a lot that backs up to each other, likes the landscape plan, and main concern is the lot lines do not match up. Commissioner Renzi agrees the applicants request to have the driveway stipulation that will expire if the applicant resubdivides the lots in the future. Commissioner Renzi indicated that he is not a fan of consolidating back to back lots. Commissioner Renzi asked how far the corner in the back is from the existing property line because the side yards do not align. Mr. Beattie stated it is forty-six (46) feet and explained how they plan to landscape that corner of the property to make it cohesive with what is currently on the adjacent properties. Commissioner Seggebruch pointed out that the condition of the rear lot will be essentially be a side yard on Barolo Dr. Mr. Heinen stated the rear lot will be consistent with the adjacent side yards. Commissioner Seggebruch indicated that the applicant is installing more parkway trees then is required by code. Mr. Beattie stated that they will be planting three (3) red maples, which are allowed per code. Commissioner Renzi asked if the landscape beds are on the setback line. Mr. Beattie stated the fence at its closest point is forty-seven (47) feet from the southside of the lot and explained the concept of the planting beds to give the illusion that the lot is a side yard. Commissioner Seggebruch believes that consolidation will work. Commissioner Womack asked where the thirty (30)-foot setback is on the landscape plan. Mr. Beattie stated the landscape beds are five (5) or six (6) feet from the building setback line. Commissioner Womack asked if the neighbor will be seeking a fence variance or will the future fence tie in be permitted per code. Mr. Proulx indicated the neighbor will not require a variance. Commissioner Womack asked if the utility easement will remain. Mr. Heinen stated he prepared a grading plan to help with drainage and the applicant does not plan on vacating the easement. Commissioner Womack asked if stipulation number three (3) will need to be amended regarding the removal of the stipulation if the lots were ever resubdivided or will that be handled administratively. Chairman Kiefer stated per staff’s comments it can be handled administratively. Commissioner Womack made a motion to recommend approval of the Preliminary / Final Plat of Consolidation for Lots 37 and 44 in the River Point Estates subdivision subject to the following stipulations: 1. Compliance with requirements of the Village Engineer. 2. Compliance with the requirements of the Plainfield Fire Protection District. 3. Recording of a covenant prohibiting structures in the current front yard setback on Barolo Drive and driveway access from Barolo Drive. 4. Installation of sidewalks and parkway trees, or appropriate subdivision security as approved by the Village of Plainfield, on Lot 44 prior to recording of the plat of consolidation. Second by Commissioner Renzi. Vote by roll call: Seggebruch, yes; Renzi, yes; Womack, yes; and Kiefer, yes. Motion carried 4-0. 1908-012021.AA.REZ.SU.PP GENERALLY, THE SWC OF DRAUDEN RD. & RT 126 WINGSPAN DEVELOPMENT, CHRIS COLEMAN 4 Plan Commission Minutes May 4, 2021 Page 3 of 5 Chairman Kiefer stated it is his understanding there is a request to continue this case to May 18, 2021. Mr. Ding explained why the applicant and staff felt it necessary to continue the case. Commissioner Renzi made a motion to open the Public Hearing for the proposed Annexation Agreement, Rezoning, and Special Use for Planned Development requests for the multi-family townhome development at the southwest corner of Drauden Road and IL Route 126 and continue the Public Hearing to the May 18, 2021 meeting of the Plan Commission. Second by Commissioner Seggebruch. Vote by roll call: Heinen, yes; Womack, yes; Seggebruch, yes; Renzi, yes; and Kiefer, yes. Motion carried 5-0. 1922-033121.CP 12357 S. 248TH ST. CHAD BRODERICK Mr. Proulx stated the applicant, Leopardo Development, is seeking feedback from the Plan Commission for a townhome residential development located on 248th Avenue just south of the Plainfield North High School. The land plan designed on approximately 5.22 acres which includes a colored front façade rendering of the proposed townhome products. The subject property is located just south of the Plainfield North High School and north of the Followers Christ Lutheran Church at 12357 248th Ave and is currently zoned B1 Business Convenience District. During the planning of the Edwards Hospital, it was projected this area would be encompassed as a medical campus and the Comprehensive Land Use Plan designates this whole area, including Pulte’s Northpointe Subdivision, as Medical District. The expansion of the medical campus did not come to fruition and the subject property owners are seeking to utilize the property. Mr. Proulx added Leopardo Development is proposing a 78-unit townhome development on 5.22 acres for a density of 15 units/acre. This density conforms to the R-4 Multi-Family Density which is also 15 units per acre. The development illustrates one full ingress/egress off of 248th Avenue to a privately owned access drive. The townhomes are configured in 3 different patterns of rowhomes: 3 units, 5 units and 6 units. Village code designates that townhomes be a maximum of 4 units. Each townhome would have a garage accounting for 1 parking stall per townhome with an additional 36 vehicle “on-street” parking stalls giving an average of 2.46 parking stalls/unit. Pedestrian walkways are provided through the site and proposed to tie into the pathway/sidewalk at the high school. Mr. Proulx concluded the applicant and staff seek the Plan Commission’s feedback as it relates to the proposed use and concept land plan associated with the subject property. Chairman Kiefer asked staff if any public comments were received via email. Mr. Proulx stated no. Chairman Kiefer swore in Chad Broderick, Leopardo Development. Mr. Broderick explained the development’s layout and characteristics. Chairman Kiefer indicated he was hoping that the Village would have been able to have a medical campus in this area. Chairman Kiefer provided comments from Commissioner Minnis that he received which included concerns regarding limited entrance/access points into the development, the parking at the entrance, lack of parking within the development, fire department access to the site, and density is too high. Commissioner Womack indicated with what is currently developed in the area he is good with residential zoning for this parcel, he also stated that there is not much multi-family in the area. Commissioner Womack asked staff what the range of the density for the zoning the applicant is proposing, since the 5 Plan Commission Minutes May 4, 2021 Page 4 of 5 applicant appears to be proposing 15 to 14.9 dwelling unit per acre. Mr. Proulx stated this development will be at the higher end of the density range for the proposed zoning. Commissioner Womack is concerned with the density. Commissioner Womack is also concerned with the overall parking plan and worried the students will be taking advantage to the street parking outside of the development, he wants to see the street parking integrated into the plan in between the units. Commissioner Womack is concerned about the park space since there is no playground in the plan and one not located nearby. Commissioner Womack asked if the subject parcel extends to the back yards of Northpointe. Mr. Proulx stated he believes the site will be contiguous along the east boundary of the Pulte development. Commissioner Womack would like the detention area stretched between the two developments with landscaping so it would provide good buffering for the Pulte development. Commissioner Womack indicated that two points of access would be a benefit. Commissioner Womack asked where the row home look will be along the outer perimeter and wants to see the garage elevations. Commissioner Womack stated there are no sidewalks in the south area. Commissioner Womack stated he likes the elevation provided. Commissioner Womack wants to see the pedestrian paths integrated with the Pulte development. Commissioner Seggebruch asked if the applicant owns the parcel to the south where the detention is location. Mr. Broderick stated they do not own the parcel but there is an existing easement between the parcels that allows for the detention on the parcel. Commissioner Seggebruch feels they can not put the detention on a parcel they do not own. Commissioner Seggebruch feels that we need to look at the bigger scale which would be combining the remaining three parcels to create one residential development, which would allow for better access to a development. Commissioner Seggebruch also indicated that traffic in the area has been light due to COVID and that when traffic is back to normal one access point will not be sufficient. Commissioner Seggebruch feels that with high density between single-family with limited access is not good planning. Commissioner Renzi wants clarification if the detention area is not located on their property. Mr. Proulx stated he understands that there is an easement that allows for shared detention and explained the reason for the shared easement. Commissioner Renzi is concerned that once we give up commercial property, we cannot get it back and with no commercial property we become a bedroom community. Commissioner Renzi feels residential zoning would fit but he also feels that a neighborhood shopping center could work on the site as well. Commissioner Renzi concerns are density, sidewalk placement is not logical, lack of sidewalks, no park, walking or biking areas, limited parking, site access is limited, and traffic in the area. Commissioner Renzi indicated he cannot support this plan. Commissioner Heinen agrees with he comments his fellow commissioners have made. Commissioner Heinen wants to see how this plan aligns with the Northpointe subdivision and the future plan for the church. Commissioner Heinen agrees with looking at the bigger picture for this area. Commissioner Heinen indicated that with the development of the Northpointe subdivision he does see this parcel being residential and that if medical uses were to come to the area it would make more sense to the south of the Edward facility. Chairman Kiefer agrees that this parcel is on an island and with the proximity to the school the development of commercial could be challenging. Commissioner Heinen concerns for this plan is the density, parking, and pedestrian connectivity. Chairman Kiefer provided a summary of the commissioner’s concerns which includes the zoning, density, pedestrian connectivity, site access, parking, open space, detention. Mr. Broderick thanked the commission for their feedback and will continue to work with staff on their plan. 6 Plan Commission Minutes May 4, 2021 Page 5 of 5 DISCUSSION No Discussion. Chairman Kiefer read the reminders. ADJOURN Plan Commission meeting adjourned at 8:25 p.m. Respectfully submitted by Tracey Erickson Tracey Erickson Recording Secretary 7 Plan Commission Record of Minutes Date: May 18, 2021 Location: Village Hall (Zoom Meeting) CALL TO ORDER, PLEDGE, & ROLL CALL Chairman Kiefer called the Plan Commission meeting to order at 7:00 p.m. and led the pledge to the flag. ROLL CALL: Commissioners Heinen, Minnis, Renzi (7:08 p.m.), Seggebruch, Womack, and Chairman Kiefer were present. OTHERS PRESENT: Jonathan Proulx, Director of Planning; Jessica Gal, Associate Planner; and Yuchen Ding, Associate Planner. APPROVAL OF MINUTES No Minutes presented. PUBLIC COMMENTS No Public Comments received via email. DEVELOPMENT REPORT Mr. Proulx provided an update on the following items: Belle Tire, and Lot Consolidated in River Point Estates. OLD BUSINESS 1906-123020.TA TEXT AMENDMENTS TO THE ZONING CODE VILLAGE OF PLAINFIELD Mr. Ding reviewed the memo dated May 19, 2021. Chairman Kiefer asked for commissioner’s comments and questions. Commissioner Minnis suggested making it cleared to who are the adjacent property owners that are required to provide written consent when a subdivision does not have an HOA. Mr. Ding stated the intent was to receive consent for the property owners that would also receive notification during a public hearing and added that staff would provide the still of owners to the Mobile Food Truck applicant. Commissioner Womack asked for clarification regarding a generator in a residential area needs to be pulled into a power source and not be power by gas, propane, or diesel fuel. Mr. Ding explained that he researched other municipal codes of neighboring communities staff felt that the noise from the generators will be minimized when run off from electric. Commissioner Womack asked staff to clarify this in the ordinance because the verbiage is confusing. Commissioner Womack stated he does not feel ice cream trucks have been addressed in this update. Mr. Ding indicated staff will categorize them into other mobile food vendors. Commissioner Seggebruch agrees that the adjacent property consent needs to have more detail and thanked staff for all their hard work. Commissioner Renzi also thanked staff for all their work on this ordinance and agrees that the adjacent property consent needs provide clear information on who is consider an adjacent property. Mr. Ding stated that staff will include a graphic in the ordinance illustrating the adjacent property owners. Commissioner Heinen had no comments. 8 Plan Commission Minutes May 18, 2021 Page 2 of 4 Commissioner Minnis made a motion to recommend approval of the proposed text amendments to the Village of Plainfield Zoning Ordinance as outlined in the staff report. Second by Commissioner Heinen. Vote by roll call: Renzi, yes; Seggebruch, yes; Womack, yes; Heinen, yes; Minnis, yes; and Kiefer, yes. Motion carried 6-0. 1908-012021.AA.REZ.SU.PP GENERALLY, THE SWC OF DRAUDEN RD. & RT 126 WINGSPAN DEVELOPMENT, CHRIS COLEMAN Chairman Kiefer stated that the applicant has requested the public hearing be continued to the June 1, 2021 Plan Commission meeting. Commissioner Seggebruch made a motion to continue the public hearing for case # 1908- 012021.AA.REZ.SU.PP to the June 1, 2021 Plan Commission meeting. Second by Commissioner Womack. Vote by roll call: Heinen, yes; Minnis, yes; Renzi, yes; Womack, yes; Seggebruch, yes; and Kiefer, yes. Motion carried 6-0. Mr. Proulx added the applicant did request a continuance and staff supports the request. Mr. Proulx stated staff did receive a traffic study today and felt that the Plan Commission deserved to review that information prior to the meeting and staff is still completing their review of the preliminary plat. Mr. Proulx indicated that staff felt to provide a full review of the case a continuance would be best. Commissioner Renzi asked for staff to include a density bonus table in the next staff report. Mr. Proulx stated staff will provide that information. NEW BUSINESS 1925-042321.SU 14429 W. WALLIN DR. BRIAN MCGOWAN, SPECIAL EDUCATION SERVICES INC. NFP Ms. Gal stated the applicant is seeking special use approval in order to establish a therapeutic special education center at 14429 S. Wallin Drive. Special Education Services (SES), an affiliate of The Menta Group, is a nonprofit social service organization that provides specialized programs for children not otherwise available in local school settings. At the request of Plainfield School District 202, the not-for- profit has been looking for a location within Plainfield to better serve their students. In accordance with Section 9-13 of the Zoning Ordinance, an education facility/school requires approval of a special use permit in the B-3 zoning district. Ms. Gal reviewed the staff report dated May 18, 2021. Ms. Gal stated in conclusion, staff submits that the proposed special use request for a special education center is appropriate at the subject location, does not negatively impact nearby property, and is a welcome addition to the Village of Plainfield. Based on the foregoing analysis, prior to public comments and direction from the Plan Commission, staff recommends approval of the requested special use permit. Chairman Kiefer asked staff if any public comments were received via email. Ms. Gal stated no. Chairman Kiefer swore in Dr. Beth Conran, applicant. Dr. Conran stated they are very excited to be coming into Plainfield and asked by the school district to open a location in Plainfield. Dr. Conran explained who be attending the school and what services will be provided to the students. 9 Plan Commission Minutes May 18, 2021 Page 3 of 4 Commissioner Heinen stated this is an amazing program and location and wanted to welcome them to the Plainfield Community. Commissioner Minnis asked for clarification if there will be outdoor time for the students that attend this location. Dr. Conran explained how they will have a large motor sensory area and long-term they would like transition the drive-thru teller lanes into an outdoor area and they also will lease gym space from the local YMCA and offer lots of park time. Dr. Conran stated they currently have thirty (30) minutes of unstructured play. Commissioner Minnis asked if the students all come from the school district or do they accept private pay. Dr. Conran stated majority of the students come from the school district, but they do accept private pay. Commissioner Minnis feels that is this a good fit for the location. Commissioner Renzi feels converting the outdoor teller lanes into an outdoor play area is a good idea and wished the applicant success in their new home. Commissioner Seggebruch asked what size vehicles are used for drop off and pick up. Dr. Conran stated most of the students are transported in the ten (10) passenger vans because the smaller size vehicles are best for the student sensory needs. Commissioner Seggebruch asked where the drop off and pick up will take place of the site. Dr. Conran explained how drop off and pick up will be handled. Commissioner Seggebruch stated it is a wonderful use for the building and this great for the community and school district. Commissioner Womack asked if the students will be provided food services. Dr. Conran stated they participate in the free and reduced program, so breakfast and lunch will be serviced. Commissioner Womack is a great use for the building and is excited to see this take off. Commissioner Minnis made 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 for a therapeutic special education center at 14429 S. Wallin Drive 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; Renzi, yes; Womack, yes; Seggebruch, yes; Minnis, yes; and Kiefer, yes. Motion carried 6-0. Chairman Kiefer wished the applicant luck of this project and feels this a very important service them are providing and thinks is a great addition to Plainfield. Dr. Conran thanked Ms. Gal for all her help and complimented her on her work ethic. 1926-042821.REZ.SPR 14926 S. ROUTE 59 WASIF RAHMAN Commissioner Renzi made a motion to continue the public hearing for case # 1926-042821.REZ.SPR to the June 1, 2021 meeting of the Plan Commission. Second by Commissioner Heinen. Vote by roll call: Minnis, yes; Seggebruch, yes; Womack, yes; Heinen, yes; Renzi, yes; and Kiefer, yes. Motion carried 6-0. DISCUSSION Chairman Kiefer asked if there has been any discussion on when the Plan Commission will start to conduct their meetings in person. Mr. Proulx indicated that with the move to the Bridge Phase they could 10 Plan Commission Minutes May 18, 2021 Page 4 of 4 start to meet in person again by the end of June and they will continue the follow the states reopening plans. Commissioner Womack stated the road condition is very poor of the private street in the Crossroads Business Center. Mr. Proulx indicated that the self-storage facility in this subdivision has applied for their building permit and the shared access is now part of each parcel so the owners need to work together to maintain the road and staff anticipates with the construction of the self-storage unit that will spur the repair of the road. Chairman Kiefer read the reminders. ADJOURN Plan Commission meeting adjourned at 7:54 p.m. Respectfully submitted by Tracey Erickson Tracey Erickson Recording Secretary 11 12 13 14 15 16 17 18 19 20 21 X X X X X X X X ONLY ONLY IL ROUTE 126 (LOCKPORT STREET) D R A U D E N R O A D DETENTION AREA 17 ' B- B 8' 25 ' B- B 3 STALLS=66.0' 4 STALLS=88.3'7 STALLS=154.0' 7 STALLS=154.0'3 STALLS=66.0' 14 STALLS=308.0' 4 S T A L L S = 8 8 . 0 ' 3 STALLS =27.0' 56.0'38.0'56.0'38.0'56.0'38.0'56.0'56.0'38.0'59.5' 56 . 0 ' 38 . 0 ' 56 . 0 ' 41 . 0 ' 56 . 0 ' 40 . 0 ' 56 . 0 ' 40 . 0 ' 46.6' 44.2' 92 . 6 ' 82 . 9 ' 50.4' 50.8' 21.0' 4 STALLS =36.0' 42 . 3 ' 43 . 2 ' 30 . 0 ' 80.1' 81.0' 31 . 0 ' 33 . 0 ' 29 . 5 ' 33 . 1 ' 29 . 6 ' 28 . 0 ' B- B 28.0 ' B-B 4 STALLS=36.0' 8 S T A L L S = 1 7 5 . 0 ' 5 S T A L L S = 1 0 9 . 5 ' CLUB HOUSE 27 . 0 ' 8 STALLS=72.0' 2 S T A L L S =1 8 . 0 ' 21.0' 20.0' TYP 20.0' TYP 56 . 0 ' 77.0' 20' TYP 9 STALLS =198.0'7 STALLS=154.0' 28 . 0 ' B- B 20.0' TYP 20.0' TYP 28.0' B-B 20.0' 20.0'20.0' 5' SIDEWALK (TYP) 60. 5 ' R 25 . 5 ' R 2 0 . 5 ' R 13 8 . 0 ' R 25.5'R 20 . 5 ' R 8 7 . 5 ' R 6 0 . 5 ' R 4 0 . 5 ' R 28.0' B-B 2 1 3671011 5 4891213 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 41 40 39 38 37 36 45 4443 42 10 S T A L L S = 8 9 . 0 ' 1 0 S T A L L S = 8 5 . 0 ' 26' TYP 43 . 1 ' 46 . 0 ' 46 . 0 ' 56 . 0 ' 20.0'23.0'20.0'23.0' PAVEMENT LEGEND STANDARD DUTY BITUMINOUS PAVEMENT HEAVY DUTY BITUMINOUS PAVEMENT PCC SIDEWALK ASPHALT PATH 1" = ' (HORIZONTAL) '' 60 120600 31 1 0 W O O D C R E E K D R I V E DO W N E R S G R O V E , I L 6 0 5 1 5 P: 6 3 0 . 5 9 8 . 0 0 0 7 WW W . C A G E C I V I L . C O M CA G E CI V I L EN G I N E E R I N G SHEET NUMBER PROJ NO: ENG : DATE : REVISIONS THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM CAGE ENGINEERING, INC. SHEET TITLE OF 12 PR E L I M I N A R Y E N G I N E E R I N G F O R ON Y X O N D R A U D E N W. L O C K P O R T S T & D R A U D E N R D PL A I N F I E L D , I L L I N O I S 210012 AMS/FWT 03/29/2021 JULIE CALL BEFORE YOU DIG 811 4 OVERALL SITE PLAN C1.1 SITE SUMMARY: TOTAL AREA 28.88 AC BUILDINGS: TOWNHOME (A) 37 UNITS TOWNHOME (B) 69 UNITS TOWNHOME (C)132 UNITS TOTAL UNITS 238 UNITS PARKING: GARAGE SPACES 476 DRIVEWAY SPACES 338 STANDARD 9'X18' SPACES 41 PARALLEL 8.5'X22' SPACES 71 TOTAL SPACES 926 22 WINGSPAN DEVELOPMENT GROUP [I [[ r l[ I I! I 11 II 11 JI 1ICJ II l[ I I 11 I rr r I JII □Clt::lcr1 illi �[I :it If I ll L II -1111 �., Primary Elevation scale: 1 /8" = 1 '-0" Rear Elevation Typ. Side Elevation scale: 1 /8" = 1 '-0" scale: 1 /8" = 1 '-0" Perspective View not to scale ..i l - Al •• Wingspan Development Group Mt. Prospect, IL 2 Story Front Load Townhomes (5 Unit) -Attached Garage Conceptual Elevations DRAUDEN TOWNHOMES The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan I floor plan changes, etc.) © 2021 BSB Design, Inc. Plainfield, IL BSB DESIGN March 3, 2021 BSBDesign.com 23 Plan 1 Main Floor Plan Plan 2 - End Plan 1 Plan 1 Plan 2 - End Mt. Prospect, IL DRAUDEN TOWNHOMES Plainfield, IL The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) ©2021 BSB Design, Inc. WINGSPAN DEVELOPMENT GROUP Architectural Character 2 Story Front Load Townhomes March 3, 2021 | MR210039.03 24 Upper Floor Plan Plan 1Plan 2 - End Plan 1 Plan 1 Plan 2 - End Mt. Prospect, IL DRAUDEN TOWNHOMES Plainfield, IL The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) ©2021 BSB Design, Inc. WINGSPAN DEVELOPMENT GROUP Architectural Character 2 Story Front Load Townhomes March 3, 2021 | MR210039.03 25 26 Plan 1 - End Main Floor Plan Plan 2 Plan 1 Plan 2 - End Mt. Prospect, IL DRAUDEN TOWNHOMES Plainfield, IL The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) ©2021 BSB Design, Inc. WINGSPAN DEVELOPMENT GROUP Architectural Character 2 Story Rear Load Townhomes - Detached Garage March 3, 2021 | MR210039.03 27 Upper Floor Plan Plan 1 - End Plan 2 Plan 1 Plan 2 - End Mt. Prospect, IL DRAUDEN TOWNHOMES Plainfield, IL The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) ©2021 BSB Design, Inc. WINGSPAN DEVELOPMENT GROUP Architectural Character 2 Story Rear Load Townhomes - Detached Garage March 3, 2021 | MR210039.03 28 29 Main Floor Plan Plan 1 Plan 2 Plan 3 - EndPlan 1Plan 2 Plan 3 - End Mt. Prospect, IL DRAUDEN TOWNHOMES Plainfield, IL March 3, 2021 | MR210039.03The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) ©2021 BSB Design, Inc. WINGSPAN DEVELOPMENT GROUP Architectural Character 2 Story Rear Load Townhomes - Attached Garage 30 Upper Floor Plan Plan 1 Plan 2 Plan 3 - EndPlan 1Plan 2 Plan 3 - End Mt. Prospect, IL DRAUDEN TOWNHOMES Plainfield, IL March 3, 2021 | MR210039.03The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) ©2021 BSB Design, Inc. WINGSPAN DEVELOPMENT GROUP Architectural Character 2 Story Rear Load Townhomes - Attached Garage 31 Upper Floor Plan 1 526 SF Bedroom 3 Bedroom 2 Open to Below Bonus Bath 2 Main Floor Plan 1 1520 SF / 2046 GSF KitchenOwner's Suite M Bath 2 Car Garage Dining Great RoomWIC Utility Porch Patio Mt. Prospect, IL DRAUDEN TOWNHOMES Plainfield, IL The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) ©2021 BSB Design, Inc. WINGSPAN DEVELOPMENT GROUP Architectural Character 2 Story Front Load Townhomes March 3, 2021 | MR210039.03 32 Main Floor Plan 2 1561 SF / 2266 GSF Owner's Suite 2 Car Garage WIC Porch Great Room M Bath Kitchen Dining PR Patio Utility Bedroom 3Bedroom 2 Bath 2 Open to BelowBonus WIC WIC Upper Floor Plan 2 705 SF Mt. Prospect, IL DRAUDEN TOWNHOMES Plainfield, IL The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) ©2021 BSB Design, Inc. WINGSPAN DEVELOPMENT GROUP Architectural Character 2 Story Front Load Townhomes March 3, 2021 | MR210039.03 33 Main Floor Plan 1 1314 SF / 2102 GSF Porch Utility PR Dining Great Room Kitchen OE Patio Upper Floor Plan 1 789 SF Bedroom 2 Owner's Suite WIC Bath 2 Bedroom 3 M. Bath 2 Car Garage Kitchen OE Patio Mt. Prospect, IL DRAUDEN TOWNHOMES Plainfield, IL The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) ©2021 BSB Design, Inc. WINGSPAN DEVELOPMENT GROUP Architectural Character 2 Story Rear Load Townhomes - Detached Garage March 3, 2021 | MR210039.03 34 Main Floor Plan 2 1228 SF / 1938 GSF Patio Porch Dining Great Room Kitchen Utility PR O.E. Upper Floor Plan 2 710 SF Bedroom 2 Owner's Suite WIC M. BathBath 2 Patio 2 Car Garage O.E. Mt. Prospect, IL DRAUDEN TOWNHOMES Plainfield, IL The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) ©2021 BSB Design, Inc. WINGSPAN DEVELOPMENT GROUP Architectural Character 2 Story Rear Load Townhomes - Detached Garage March 3, 2021 | MR210039.03 35 Porch Main Floor Plan 1 954 SF / 1837 GSF PR Great Room Dining 2 Car Garage Patio Kitchen Upper Floor Plan 1 883 SF Bath 2 M Bath Bedroom 2 Owner's Suite Loft Utility WIC WIC Mt. Prospect, IL DRAUDEN TOWNHOMES Plainfield, IL March 3, 2021 | MR210039.03The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) ©2021 BSB Design, Inc. WINGSPAN DEVELOPMENT GROUP Architectural Character 2 Story Rear Load Townhomes - Attached Garage 36 Porch Main Floor Plan 2 1046 SF / 2008 GSF PR Great Room Dining 2 Car Garage Kitchen Patio Upper Floor Plan 2 962 SF Bedroom 2 Bedroom 3 WIC Utility Bath 2 WIC WIC Owner's Suite M Bath Mt. Prospect, IL DRAUDEN TOWNHOMES Plainfield, IL March 3, 2021 | MR210039.03The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) ©2021 BSB Design, Inc. WINGSPAN DEVELOPMENT GROUP Architectural Character 2 Story Rear Load Townhomes - Attached Garage 37 Main Floor Plan 3 1118 SF / 2152 GSF Great Room Dining 2 Car Garage Kitchen Patio PR Upper Floor Plan 3 1034 SF Utility Bedroom 2 Bedroom 3 Bath 2 M Bath Owner's Suite WIC Study / Loft Mt. Prospect, IL DRAUDEN TOWNHOMES Plainfield, IL March 3, 2021 | MR210039.03The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) ©2021 BSB Design, Inc. WINGSPAN DEVELOPMENT GROUP Architectural Character 2 Story Rear Load Townhomes - Attached Garage 38 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWW W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W WWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W S S S S S S S S S S S S S S S S S S S S S S SS S S S S S S S S S W W W W W S S S W W W W W W W W W W W W W W W W W W W W S S W W W W W W W W W W W W W W W W S S W W W W W W W W W W W W W W W W X X X X X X X X X X X X X X X X X X X X X X X X X OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH ONLY ONLY W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W S S S BARRIER FENCING AROUND PRESERVED TREE BARRIER FENCING AROUND PRESERVED TREES BARRIER FENCING AROUND PRESERVED TREES BARRIER FENCING AROUND PRESERVED TREE LOCKPORT STREET DR A U D E N R O A D DR A U D E N R O A D TREE PROTECTION & REMOVAL PLAN L1.1 02-19-2021 LG Workshop Landscape Architecture Site Planning Illustration 2324 W. Armitage Avenue Chicago, IL 60647 ph.773.697.4388 www.LGWLA.com P R O J E C T T E A M S E A L P R O J E C T N A M E MULTI FAMILY DEVELOPMENT LOCKPORT ROAD AND DRAUDEN ROAD , LOCKPORT, IL D R A W I N G I S S U E D NO.TITLE DATE S E T T Y P E PRELIMINARY LANDSCAPE PLANS P R O J E C T N U M B E R 210212 D A T E S H E E T T I T L E S H E E T N U M B E R DRAWN BY: LCG APPROVED BY: LCG ,LLC EXPIRES 08/2021 1.Preliminary submittal 04/22/2021 CIVIL ENGINEER: EXISTING DECIDUOUS TREE TO REMAIN TREE PROTECTION & REMOVAL LEGEND EXISTING DECIDUOUS TREE TO BE REMOVED 1 TREE REMOVAL & PROTECTION PLAN S H E E T S C A L E 1"=50' 0'50'100'150' BARRIER FENCING TO BE INSTALLED N 1.CONTRACTOR SHALL OBTAIN ALL NECESSARY STATE AND LOCAL PERMITS AND PERMISSIONS TO PRUNE, REMOVE, AND/OR TRANSPLANT ANY TREES ON SITE. 2.DEAD AND DYING MATERIAL ON THE SITE SHALL BE REMOVED OR PRUNED. MATERIALS NOT LABELED ON THE PROTECTION PLAN SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT FOR REMEDIATION. 3.DURING CONSTRUCTION EXISTING TREES OVER FOUR INCHES IN CALIPER SHALL BE PROTECTED WITH BARRIER FENCING. 4.BARRIER SHALL BE CONSTRUCTED OF A MIN. 3' TALL SNOW FENCE OR SIMILAR AND SUPPORT POSTS MIN. 6' O.C. AND SHALL BE ERECTED ONE FOOT BEYOND THE DRIP LINE OFF ALL EXISTING TREES ON SITE AND ADJACENT SITES TO REMAIN. 5.BARRIER FENCING SHOWN ON THE PLAN IS APPROXIMATE. CONTRACTOR SHALL ADJUST LOCATION OF BARRIER TO POSITION OUTLINED IN COMMENT 4. 6.NO EXCESS SOIL OR ADDITIONAL FILL, BUILDING MATERIALS OR DEBRIS SHALL BE PLACED WITHIN THE PROTECTIVE BARRIER. 7.NO VEHICLES OR HEAVY MACHINERY SHALL BE ALLOWED TO WORK WITHIN THE BARRIER AREA. 8.NO ATTACHMENTS OR WIRES, OTHER THAN PROTECTIVE GUY WIRES, SHALL BE ATTACHED TO ANY OF THE TREES WHICH ARE WITHIN PROTECTIVE BARRIER. 9.STUMPS OR TREE REMAINS NOT TO BE FULLY EXCAVATED SHALL BE REMOVEED. A STUMP GRINDER SHALL BE USED TO REMOVE ALL REMAINING ROOTS AND WOODY MATERIAL. WITHIN A 24" RADIUS OF THE TREE TRUNK TO MIN. 6" BELOW GRADE. DISTURBED AREA SHALL BE BACKFILLED WITH COMPACTED TOPSOIL TO MEET SURROUNDING GRADES. TREE PROTECTION & REMOVAL NOTES 2 TREE PRESERVATION FENCING DETAIL NOT TO SCALE BARRIER FENCING AT DRIPLINE OF CANOPY 48 " MI N . 8' M A X . FENCE POSTS 8' O.C. MAX. BARRIER FENCING AT DRIPLINE OF CANOPY FENCE POSTS 8' O.C. MAX. 39 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWW W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W WWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W S S S S S S S S S S S S S S S S S S S S S S SS S S S S S S S S S W W W W W S S S W W W W W W W W W W W W W W W W W W W W S S W W W W W W W W W W W W W W W W S S W W W W W W W W W W W W W W W W X X X X X X X X X X X X X X X X X X X X X X X X X OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH ONLY ONLY W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W S S S 6T-N 6T-N 6T-N 6 T - E 6T - E 6T - E 6T - E 6T-S 6T-S 5M-S 5M-N 4R-S4R-S4R-S 5R-S5R-S 4R-E 5R-E 5R-E 5R-E 4R-E 4R-E 6M-E 6M-E 5M-E 5M-S 5M-N BUFFER ALONG R.O.W. 336 L.F. 9 CANOPY TREES 6 EVERGREEN TREES 42 LARGE SHRUBS 35 EVERGREEN SHRUBS BUFFER ALONG SIDE YARD 400 L.F. 12 CANOPY TREES 12 EVERGREEN TREES 9 ORNAMENTAL TREES 57 LARGE SHRUBS BUFFER ALONG SIDE YARD 1260 L.F. 10 EXIST. TREES 32 CANOPY TREES 24 EVERGREEN TREES 5 ORNAMENTAL TREES 32 LARGE SHRUBS BUFFER ALONG SIDE YARD 1400 L.F. 3 EXIST. TREES 26 CANOPY TREES 17 EVERGREEN TREES 6 ORNAMENTAL TREES 32 LARGE SHRUBS BUFFER ALONG R.O.W. 204 L.F. 7 CANOPY TREES 3 EVERGREEN TREES 32 LARGE SHRUBS 28 EVERGREEN SHRUBS 100 PERENNIALS BUFFER ALONG SIDE YARD 855 L.F. 21 CANOPY TREES 20 EVERGREEN TREES 23 ORNAMENTAL TREES 108 LARGE SHRUBS BUFFER ALONG R.O.W. 200 L.F. 8 CANOPY TREES 3 EVERGREEN TREES 25 LARGE SHRUBS 28 EVERGREEN SHRUBS 100 PERENNIALS LOCKPORT STREET D R A U D E N R O A D DR A U D E N R O A D 877 L.F. - 5' HT. VINYL SCREEN FENCE 5 L-3 428 L.F. - 5' HT. VINYL SCREEN FENCE 5 L-3 6T-N 6 T - E 6 T - E 6T - E 6 T - E 6T - E 6T-N 6T-N6T-S 6T-N 6T-S 6T-N 6 T - E 4R-S WET DETENTION PRELIMINARY LANDSCAPE PLAN L2.1 02-19-2021 LG Workshop Landscape Architecture Site Planning Illustration 2324 W. Armitage Avenue Chicago, IL 60647 ph.773.697.4388 www.LGWLA.com P R O J E C T T E A M S E A L P R O J E C T N A M E MULTI FAMILY DEVELOPMENT LOCKPORT ROAD AND DRAUDEN ROAD , LOCKPORT, IL D R A W I N G I S S U E D NO.TITLE DATE S E T T Y P E PRELIMINARY LANDSCAPE PLANS P R O J E C T N U M B E R 210212 D A T E S H E E T T I T L E S H E E T N U M B E R DRAWN BY: LCG APPROVED BY: LCG ,LLC EXPIRES 08/2021 1.Preliminary submittal 04/22/2021 CIVIL ENGINEER: 1 PRELIMINARY LANDSCAPE PLAN EXISTING TREES LANDSCAPE LEGEND PROPOSED SHADE TREE PROPOSED ORNAMENTAL TREE PROPOSED LARGE SHRUB PROPOSED EVERGREEN SHRUB PROPOSED LOW SHRUB PROPOSED ORNAMENTAL GRASS PROPOSED PERENNIAL PLANTING S H E E T S C A L E 1"=50' 0'50'100'150' N SODDED LAWN PROPOSED EVERGREEN TREE PROPOSED MEDIUM SHRUB SEEDED LAWN 40 W W W W WWWWWWWWW S 6T-N W W W W W W W W W W W W W W W 6T-S W W W W W W S 6 T - E 100 TOTAL L.F. - 5' VINYL SCREEN FENCE SEED SEED W W W W W W W 4R-S 100 TOTAL L.F. - 5' VINYL SCREEN FENCE SEED SEED W W W W W W W 5R-S 120 TOTAL L.F. - 5' VINYL SCREEN FENCE SEED SEED 5R-E 120 TOTAL L.F. - 5' VINYL SCREEN FENCE SEED SEED S 5M-N 5M-E S W W W W W W W W W 5M-S 6M-E PRELIMINARY DETAIL UNIT PLANS LANDSCAPE L2.1 02-19-2021 LG Workshop Landscape Architecture Site Planning Illustration 2324 W. Armitage Avenue Chicago, IL 60647 ph.773.697.4388 www.LGWLA.com P R O J E C T T E A M S E A L P R O J E C T N A M E MULTI FAMILY DEVELOPMENT LOCKPORT ROAD AND DRAUDEN ROAD , LOCKPORT, IL D R A W I N G I S S U E D NO.TITLE DATE S E T T Y P E PRELIMINARY LANDSCAPE PLANS P R O J E C T N U M B E R 210212 D A T E S H E E T T I T L E S H E E T N U M B E R DRAWN BY: LCG APPROVED BY: LCG ,LLC EXPIRES 08/2021 1.Preliminary submittal 04/22/2021 CIVIL ENGINEER:1 LANDSCAPE DETAIL - UNIT 6T-N 8 TOTAL UNITS EXISTING TREES LANDSCAPE LEGEND PROPOSED SHADE TREE PROPOSED ORNAMENTAL TREE PROPOSED LARGE SHRUB PROPOSED EVERGREEN SHRUB PROPOSED LOW SHRUB PROPOSED ORNAMENTAL GRASS PROPOSED PERENNIAL PLANTING S H E E T S C A L E 1"=20' 0'20'40'60' N SODDED LAWN PROPOSED EVERGREEN TREE PROPOSED MEDIUM SHRUB SEEDED LAWN 2 LANDSCAPE DETAIL - UNIT 6T-S 4 TOTAL UNITS 3 LANDSCAPE DETAIL - UNIT 6T-E 10 TOTAL UNITS 4 LANDSCAPE DETAIL - UNIT 4R-S 4 TOTAL UNITS 5 LANDSCAPE DETAIL - UNIT 4R- E 7 TOTAL UNITS 6 LANDSCAPE DETAIL - UNIT 5R-S 2 TOTAL UNITS 7 LANDSCAPE DETAIL - UNIT 4R- E 3 TOTAL UNITS 8 LANDSCAPE DETAIL - UNIT 5M-N 2 TOTAL UNITS 9 LANDSCAPE DETAIL - UNIT 5M-S 2 TOTAL UNITS UNIT 5M- E - 1 TOTAL LANDSCAPE DETAIL - 10 UNIT 6M- E - 2 TOTAL LANDSCAPE DETAIL - 11 41 W W W WWWWWWWWWW W S S 6T-N PRELIMINARY LANDSCAPE PLAN ENLARGEMENTS L2.1 02-19-2021 LG Workshop Landscape Architecture Site Planning Illustration 2324 W. Armitage Avenue Chicago, IL 60647 ph.773.697.4388 www.LGWLA.com P R O J E C T T E A M S E A L P R O J E C T N A M E MULTI FAMILY DEVELOPMENT LOCKPORT ROAD AND DRAUDEN ROAD , LOCKPORT, IL D R A W I N G I S S U E D NO.TITLE DATE S E T T Y P E PRELIMINARY LANDSCAPE PLANS P R O J E C T N U M B E R 210212 D A T E S H E E T T I T L E S H E E T N U M B E R DRAWN BY: LCG APPROVED BY: LCG ,LLC EXPIRES 08/2021 1.Preliminary submittal 04/22/2021 CIVIL ENGINEER: 1 LANDSCAPE DETAIL - CLUBHOUSE EXISTING TREES LANDSCAPE LEGEND PROPOSED SHADE TREE PROPOSED ORNAMENTAL TREE PROPOSED LARGE SHRUB PROPOSED EVERGREEN SHRUB PROPOSED LOW SHRUB PROPOSED ORNAMENTAL GRASS PROPOSED PERENNIAL PLANTING S H E E T S C A L E 1"=20' 0'20'40'60' N SODDED LAWN PROPOSED EVERGREEN TREE PROPOSED MEDIUM SHRUB SEEDED LAWN 2 ENTRY LANDSCAPE 42 LANDSCAPE DETAILS & NOTES L3.1 02-19-2021 LG Workshop Landscape Architecture Site Planning Illustration 2324 W. Armitage Avenue Chicago, IL 60647 ph.773.697.4388 www.LGWLA.com P R O J E C T T E A M S E A L P R O J E C T N A M E MULTI FAMILY DEVELOPMENT LOCKPORT ROAD AND DRAUDEN ROAD , LOCKPORT, IL D R A W I N G I S S U E D NO.TITLE DATE S E T T Y P E PRELIMINARY LANDSCAPE PLANS P R O J E C T N U M B E R 210212 D A T E S H E E T T I T L E S H E E T N U M B E R DRAWN BY: LCG APPROVED BY: LCG ,LLC EXPIRES 08/2021 1.Preliminary submittal 04/22/2021 CIVIL ENGINEER: LANDSCAPE NOTES 1.CONTRACTOR SHALL OBTAIN ALL NECESSARY LOCAL PERMITS AND PERMISSIONS TO INSTALL THE PROPOSED IMPROVEMENTS 2.ALL LANDSCAPE MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY OF PLAINFIELD LANDSCAPING CODES AND ZONING ORDINANCES. 3.ALL PARKWAYS SHALL BE BID AS SOD, ALL OTHER AREAS SHALL BE SEEDED LAWN - SEE NOTE 14. 4.PRIOR TO COMMENCING ANY WORK, CONTRACTOR SHALL HAVE DIGGERS HOTLINE LOCATE AND MARK ALL UNDERGROUND UTILITY FACILITIES AND LINES. 5.ALL PLANT MATERIALS (EXCEPT FOR GROUNDCOVER, ANNUALS, AND PERENNIALS) SHALL BE BALLED AND BURLAPPED STOCK AND MEET CURRENT STANDARDS OF THE AMERICAN ASSOCIATION OF NURSERYMEN'S STANDARD FOR NURSERY STOCK (ANSI 260.1-1986) OR EQUAL. PLANT MATERIALS MUST BE SUPPLIED WITHIN A 150 MILE RADIUS OF PROJECT SITE WITHIN NORTHEAST ILLINOIS. CONTRACTOR MAY SUBSTITUTE CONTAINER STOCK FOR SHRUBS IF SIZES ARE EQUAL TO SPECIFIED B&B STOCK, WITH THE APPROVAL OF THE LANDSCAPE ARCHITECT. 6.IF SPECIFIED PLANTS ARE NOT AVAILABLE AT THE TIME OF ORDERING, PLANTS WITH SIMILAR WHOLESALE VALUE AND LANDSCAPE CHARACTERISTICS MAY BE SUBSTITUTED UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT AND VILLAGE STAFF. 7.SOIL IN GROUNDCOVER BEDS SHALL BE AMENDED USING 2 INCHES OF MUSHROOM COMPOST INCORPORATED INTO THE TOP 4 INCHES OF SOIL. 8.DISTURBED AREAS TO RECEIVE SOD SHALL BE TILLED TO 6" DEPTH AND FINE GRADED TO PROVIDE SMOOTH BASE SURFACE. IF EXISTING SOIL IS A MAJORITY OF CLAY OR UNSUITABLE, 2" OF FINE GRADED TOPSOIL SHALL BE ADDED PRIOR TO TILLING. EXISTING SOD AREAS SHALL HAVE TURF REMOVED WITH AUTOMATED SODCUTTER OR HAND SPACE TO REMOVE ALL BLADES AND ROOTS. 1" OF FIND GRADED TOPSOIL SHALL BE TILLED AND GRADED. 9.TREE AND SHRUB BACKFILL MIXTURE SHALL BE 2 PARTS EXIST. NATIVE TOPSOIL AND 1 PART SPHAGNUM PEAT MOSS W/ DECOMPOSED MANURE. 10.ALL SHRUB BEDS AND INDIVIDUAL TREE PLANTINGS, UNLESS OTHERWISE NOTED, SHALL RECEIVE A 4 INCH LAYER OF SHREDDED HARDWOOD MULCH. ALL GROUNDCOVER, ANNUAL AND PERENNIAL BEDS SHALL RECEIVE A 2 INCH LAYER OF THE SAME MULCH MATERIAL. COSTS FOR MULCH SHALL BE CONSIDERED INCIDENTAL AND SHALL BE INCLUDED IN THE COST OF PLANTINGS. 11.NURSERY TAGS (SPECIES, SIZE) FOR ALL SHADE TREES SHALL REMAIN ATTACHED TO TREES UNTIL FINAL APPROVAL FROM MUNICIPALITY. 12.THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE OWNER A BONDED WRITTEN ONE-YEAR WARRANTY AGREEMENT (BEGINNING ON THE OWNER'S POSSESSION DATE). THIS AGREEMENT SHALL COVER MAINTENANCE, REPAIR, AND REPLACEMENT OF ALL DEAD OR DAMAGED LANDSCAPING TO PRESERVE THE SAME QUANTITY AND QUALITY AS INITIALLY APPROVED. 13.CONTRACTOR SHALL PROVIDE A SEPARATE ESTIMATE FOR AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM FOR COMPLETE EFFECTIVE COVERAGE OF ALL LAWN AREAS AND SHRUB BEDS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL AND APPLY FOR ALL NECESSARY PERMITS PRIOR TO COMMENCING WORK. IRRIGATION PLANS SHALL INCLUDE HUNTER PRO-C CONTROLLER W/WIRELESS SOLAR SYNC STATION AND HUNTER SPRAYHEADS AND NOZZLES. IRRIGATION WORK SHALL BE WARRANTY ALL LABOR AND MATERIALS FOR 1 FULL YEAR AFTER INSTALLATION AND TESTING. 14.SEEDED LAWN AREAS SHALL BE BID WITH A BID ALTERNATE FOR HYDROSEEDED LAWN. PRIOR TO SEEDING, 2" OF FINE TOPSOIL SHALL BE TILLED INTO EXIST SOIL MIXTURE. A MIX CONSISTING OF ROUGHLY 30 % BLUEGRASS / 30% FINE FESCUES / 40% RYE GRASSES (AND TACKIFIER FOR HYDROSEEDING) SHALL BE APPLIED AT MANUFACTURERS SPECIFIED RATES FOR NEW LAWNS BETWEEN 5 AND 10 LBS PER 1,0000 SF. 15.TREES AND SHRUBS SHALL NOT BE LOCATED CLOSER THAN TEN (10) FEET TO FIRE HYDRANTS, TRANSFORMERS OR OTHER ABOVE GROUND UTILITIES. ANY DISCREPANCY ON THE PLAN RELATED TO THESE PROXIMATE UTILITIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT FOR RESOLUTION. CROWN OF ROOTBALL FLUSH WITH EXISTING GRADE REMOVE BURLAP FROM TOP 1/2 OF BALL OR ENTIRE CONTAINER 3" HARDWOOD MULCH PLANTING SOIL BACKFILL EXISTING SUBGRADE X" X"X" PLAN SECTION (TYP.) 1 SHADE TREE PLANTING DETAIL NOT TO SCALE 2 ORNAMENTAL TREE PLANTING DETAIL NOT TO SCALE 3 SHRUB PLANTING DETAIL NOT TO SCALE 4 PERENNIAL / ANNUAL PLANTING DETAIL NOT TO SCALE CROWN OF ROOTBALL FLUSH WITH EXISTING GRADE LEAVING TRUNK FLARE VISIBLE AT THE TOP OF THE ROOTBALL SHADE TREE WITH STRONG CENTRAL LEADER REMOVE ALL TWINE, ROPE, WIRE AND BURLAP FROM TOP HALF OF ROOT BALL 4" HIGH SOIL SAUCER BEYOND EDGE OF ROOT BALL 4" HARDWOOD MULCH LAYER IN 6'-0" DIAMETER RING (DO NOT PLACE IN CONTACT WITH TREE TRUNK) PLANTING SOIL BACKFILL TAMPED SOIL AROUND BASE ROOT BALL ON UNEXCAVATED OR TAMPED SOIL (TYP.) VARIES NEVER CUT LEADERS TREE SHALL BEAR SAME RELATION TO FINISHED GRADE AS IT BORE TO PREVIOUS GRADE. NOTES: REMOVE BURLAP FROM TOP 1/3 OF BALL 4" HARDWOOD MULCH UNDISTURBED SUBGRADE PLANTING SOIL ROOT BALL ON UNEXCAVATED OR TAMPED SOIL 2" HARDWOOD MULCH FINISHED GRADE PLANTING BED RAISED FOR ADEQUATE DRAINAGE EXISTING SUBGRADE VARIES * DIMENSION OF ON-CENTER PLANT SPACING IS INDICATED ON MASTER PLANT LIST TOTAL SITE DESCRIPTION REQUIREMENT AREA / LENGTH DETAILS 1,258,146 SF 28.9 ACRES REPLACEMENT TREES TREE REPLACEMENT BASED ON TRUNK SIZE REMOVED 0 TREES INTERIOR TREES NUMBER OF TREES ON INTERIOR OPEN SPACES 0 REPLACEMENT TREES 232 CANOPY TREES VILLAGE CALCULATIONS 5 5' HEIGHT SCREEN FENCE DETAIL NOT TO SCALE 7" TOP RAIL 7" BOTTOM RAIL COMPACTED CA6/ GRADE 8 GRAVEL IN 6" LAYERS 7/8" X 6" T&G PICKET 4' - 0 " 6'-0" O.C. OR LESS 5' - 0 " 2" T Y P . 5" SQ. POST IMPRESSIONS VINYL - SOLID PRIVACY 6' WIDE - INTERNAL CAP - BY MASTER HALCO OR SIMILAR. COLOR: FINAL COLOR TBD BY OWNER VERIFY ALL PROPERTY LINES W/ SURVEYOR PRIOR TO INSTALLATION 43 44 Onyx on Drauden Wingspan Development May 2021 Typical 5’ Vinyl Fence North Property Line & Interior Yards 45 X X X X X X X X ONLY ONLY IL ROUTE 126 (LOCKPORT STREET) D R A U D E N R O A D DETENTION AREA 17 ' B- B 8' 25 ' B- B 3 STALLS=66.0' 4 STALLS=88.3'7 STALLS=154.0' 7 STALLS=154.0'3 STALLS=66.0' 14 STALLS=308.0' 4 S T A L L S = 8 8 . 0 ' 3 STALLS =27.0' 56.0'38.0'56.0'38.0'56.0'38.0'56.0'56.0'38.0'59.5' 56 . 0 ' 38 . 0 ' 56 . 0 ' 41 . 0 ' 56 . 0 ' 40 . 0 ' 56 . 0 ' 40 . 0 ' 46.6' 44.2' 92 . 6 ' 82 . 9 ' 50.4' 50.8' 21.0' 4 STALLS =36.0' 42 . 3 ' 43 . 2 ' 30 . 0 ' 80.1' 81.0' 31 . 0 ' 33 . 0 ' 29 . 5 ' 33 . 1 ' 29 . 6 ' 28 . 0 ' B- B 28.0 ' B-B 4 STALLS=36.0' 8 S T A L L S = 1 7 5 . 0 ' 5 S T A L L S = 1 0 9 . 5 ' CLUB HOUSE 27 . 0 ' 8 STALLS=72.0' 2 S T A L L S =1 8 . 0 ' 21.0' 20.0' TYP 20.0' TYP 56 . 0 ' 77.0' 20' TYP 9 STALLS =198.0'7 STALLS=154.0' 28 . 0 ' B- B 20.0' TYP 20.0' TYP 28.0' B-B 20.0' 20.0'20.0' 5' SIDEWALK (TYP) 60. 5 ' R 25 . 5 ' R 2 0 . 5 ' R 13 8 . 0 ' R 25.5'R 20 . 5 ' R 8 7 . 5 ' R 6 0 . 5 ' R 4 0 . 5 ' R 28.0' B-B 2 1 3671011 5 4891213 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 41 40 39 38 37 36 45 4443 42 10 S T A L L S = 8 9 . 0 ' 1 0 S T A L L S = 8 5 . 0 ' 26' TYP 43 . 1 ' 46 . 0 ' 46 . 0 ' 56 . 0 ' 20.0'23.0'20.0'23.0' 15.6' 20.5' 17.8'15.0' 9.0' 15.5' 20.0'20.0' 15.3' 15.3' 36 . 0 ' 15.5' 36.0' 8.0' 10,287 SF 77,780 SF 3,870 SF 51,575 SF 9,228 SF 7,439 SF 1,741 SF 84 5 S F 2,520 SF 4,042 SF2,108 SF PAVEMENT LEGEND STANDARD DUTY BITUMINOUS PAVEMENT HEAVY DUTY BITUMINOUS PAVEMENT PCC SIDEWALK ASPHALT PATH 1" = ' (HORIZONTAL) '' 60 120600 31 1 0 W O O D C R E E K D R I V E DO W N E R S G R O V E , I L 6 0 5 1 5 P: 6 3 0 . 5 9 8 . 0 0 0 7 WW W . C A G E C I V I L . C O M CA G E CI V I L EN G I N E E R I N G SHEET NUMBER PROJ NO: ENG : DATE : REVISIONS THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM CAGE ENGINEERING, INC. SHEET TITLE OF 12 PR E L I M I N A R Y E N G I N E E R I N G F O R ON Y X O N D R A U D E N W. L O C K P O R T S T & D R A U D E N R D PL A I N F I E L D , I L L I N O I S 210012 AMS/FWT 03/29/2021 JULIE CALL BEFORE YOU DIG 811 4 OVERALL SITE PLAN C1.1 SITE SUMMARY: TOTAL AREA 28.88 AC BUILDINGS: TOWNHOME (A) 37 UNITS TOWNHOME (B) 69 UNITS TOWNHOME (C)132 UNITS TOTAL UNITS 238 UNITS PARKING: GARAGE SPACES 476 DRIVEWAY SPACES 338 STANDARD 9'X18' SPACES 41 PARALLEL 8.5'X22' SPACES 71 TOTAL SPACES 926 46 X X X X X X X X ONLY ONLY W W W W W W W W W W W W W W W W W W W W W S S S NEIGHBORHOOD OPEN SPACE 2.0 acres CLUB pool game lawn event lawn GAS n WASH WEST LOCKPORT STREET ROUTE 126 D R A U D E N R O A D d r i v e d r i v e d r i v e d r i v e p r i v a t e a c c e s s d r i v e p r i v a t e a c c e s s d r i v e p r i v a t e a c c e s s d r i v e entry feature Limited Access/ Emergency 1 IMPERVIOUS AREA EXHIBIT IMP1 1" = ' (HORIZONTAL) '' 60 120600 31 1 0 W O O D C R E E K D R I V E DO W N E R S G R O V E , I L 6 0 5 1 5 P: 6 3 0 . 5 9 8 . 0 0 0 7 WW W . C A G E C I V I L . C O M CA G E CI V I L EN G I N E E R I N G SHEET NUMBER PROJ NO: ENG : DATE : REVISIONS THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM CAGE ENGINEERING, INC. SHEET TITLE OF 1 PR E L I M I N A R Y E N G I N E E R I N G F O R DR A U D E N M U L T I - F A M I L Y W. L O C K P O R T S T & D R A U D E N R D PL A I N F I E L D , I L L I N O I S 210012 AMS/FWT 02/19/2021 IMPERVIOUS AREAS IMPERVIOUS SURFACE AREA SIDEWALKS & DRIVEWAYS 2.37 AC ROADWAYS 5.75 AC BUILDINGS 7.07 AC TOTAL 15.19 AC 47 Onyx at Red Fox Farm Source: Esri, Maxar, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community, Sources: Esri, Village Address Points Parcels Plainfield Municipal Boundary 5/14/2021, 3:10:03 PM 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 | Will County GIS | NPMS National Repository | Will County, Maxar |48 ONLY ONLY P.O.B. IL ROUTE 126 (LOCKPORT STREET) D R A U D E N R O A D PROJ. NO.:20.0324 DR A U D E N & R O U T E 1 2 6 CL I E N T PL A I N F I E L D , I L 6 0 5 4 4 1 OF 5 PR O J E C T VICINITY MAP NO SCALE SCALE: 1" = 100' WI N G S P A N D E V E L O P M E N T G R O U P 10 0 1 F E E H A N V I L L E D R I V E MT . P R O S P E C T , I L 6 0 0 5 6 ALTA/NSPS LAND TITLE AND TOPOGRAPHIC SURVEY AL T A S U R V E Y S l TO P O G R A P H Y l CO N S T R U C T I O N S T A K I N G UT I L I T Y S T A T E M E N T Know what'sbelow. Callbefore you dig. 26 3 1 G I N G E R W O O D S P A R K W A Y , S T E . 1 0 0 AU R O R A , I L 6 0 5 0 2 PH O N E : ( 6 3 0 ) 8 2 0 - 9 1 0 0 F A X : ( 6 3 0 ) 8 2 0 - 7 0 3 0 E M A I L : A D M I N @ C L S U R V E Y I N G . C O M AREA SUMMARY BENCHMARKS ABBREVIATIONS STRIPED PARKING DATA REGULAR SPACES = 0 ACCESSIBLE SPACES = 0 TOTAL SPACES = 0 LINE LEGEND (NO BUILDINGS OBSERVED) LEGEND SURVEYOR'S CERTIFICATION SCHEDULE B EXCEPTIONS SCHEDULE B EXCEPTIONS LEGAL DESCRIPTION NOTES 49 IL ROUTE 126 (LOCKPORT STREET) PROJ. NO.:20.0324 CL I E N T 2 OF 5 PR O J E C T SCALE: 1" = 40' ALTA/NSPS LAND TITLE AND TOPOGRAPHIC SURVEY AL T A S U R V E Y S l TO P O G R A P H Y l CO N S T R U C T I O N S T A K I N G UT I L I T Y S T A T E M E N T Know what'sbelow. Callbefore you dig. 26 3 1 G I N G E R W O O D S P A R K W A Y , S T E . 1 0 0 AU R O R A , I L 6 0 5 0 2 PH O N E : ( 6 3 0 ) 8 2 0 - 9 1 0 0 F A X : ( 6 3 0 ) 8 2 0 - 7 0 3 0 E M A I L : A D M I N @ C L S U R V E Y I N G . C O M ABBREVIATIONS LINE LEGEND (NO BUILDINGS OBSERVED) DR A U D E N & R O U T E 1 2 6 PL A I N F I E L D , I L 6 0 5 4 4 WI N G S P A N D E V E L O P M E N T G R O U P 10 0 1 F E E H A N V I L L E D R I V E MT . P R O S P E C T , I L 6 0 0 5 6 50 ONLY ONLY D R A U D E N R O A D PROJ. NO.:20.0324 CL I E N T 3 OF 5 PR O J E C T SCALE: 1" = 40' ALTA/NSPS LAND TITLE AND TOPOGRAPHIC SURVEY AL T A S U R V E Y S l TO P O G R A P H Y l CO N S T R U C T I O N S T A K I N G UT I L I T Y S T A T E M E N T Know what'sbelow. Callbefore you dig. 26 3 1 G I N G E R W O O D S P A R K W A Y , S T E . 1 0 0 AU R O R A , I L 6 0 5 0 2 PH O N E : ( 6 3 0 ) 8 2 0 - 9 1 0 0 F A X : ( 6 3 0 ) 8 2 0 - 7 0 3 0 E M A I L : A D M I N @ C L S U R V E Y I N G . C O M (NO BUILDINGS OBSERVED) DR A U D E N & R O U T E 1 2 6 PL A I N F I E L D , I L 6 0 5 4 4 WI N G S P A N D E V E L O P M E N T G R O U P 10 0 1 F E E H A N V I L L E D R I V E MT . P R O S P E C T , I L 6 0 0 5 6 51 PROJ. NO.:20.0324 CL I E N T 4 OF 5 PR O J E C T SCALE: 1" = 40' ALTA/NSPS LAND TITLE AND TOPOGRAPHIC SURVEY AL T A S U R V E Y S l TO P O G R A P H Y l CO N S T R U C T I O N S T A K I N G UT I L I T Y S T A T E M E N T Know what'sbelow. Callbefore you dig. 26 3 1 G I N G E R W O O D S P A R K W A Y , S T E . 1 0 0 AU R O R A , I L 6 0 5 0 2 PH O N E : ( 6 3 0 ) 8 2 0 - 9 1 0 0 F A X : ( 6 3 0 ) 8 2 0 - 7 0 3 0 E M A I L : A D M I N @ C L S U R V E Y I N G . C O M (NO BUILDINGS OBSERVED) DR A U D E N & R O U T E 1 2 6 PL A I N F I E L D , I L 6 0 5 4 4 WI N G S P A N D E V E L O P M E N T G R O U P 10 0 1 F E E H A N V I L L E D R I V E MT . P R O S P E C T , I L 6 0 0 5 6 52 D R A U D E N R O A D PROJ. NO.:20.0324 CL I E N T 5 OF 5 PR O J E C T SCALE: 1" = 40' ALTA/NSPS LAND TITLE AND TOPOGRAPHIC SURVEY AL T A S U R V E Y S l TO P O G R A P H Y l CO N S T R U C T I O N S T A K I N G UT I L I T Y S T A T E M E N T Know what'sbelow. Callbefore you dig. 26 3 1 G I N G E R W O O D S P A R K W A Y , S T E . 1 0 0 AU R O R A , I L 6 0 5 0 2 PH O N E : ( 6 3 0 ) 8 2 0 - 9 1 0 0 F A X : ( 6 3 0 ) 8 2 0 - 7 0 3 0 E M A I L : A D M I N @ C L S U R V E Y I N G . C O M (NO BUILDINGS OBSERVED) DR A U D E N & R O U T E 1 2 6 PL A I N F I E L D , I L 6 0 5 4 4 WI N G S P A N D E V E L O P M E N T G R O U P 10 0 1 F E E H A N V I L L E D R I V E MT . P R O S P E C T , I L 6 0 0 5 6 53 54 55 56 57 Traffic Impact Study Townhome Development Plainfield, Illinois Prepared For: May 17, 2021 SITE 58 Townhome 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 the proposed townhome development to be located in Plainfield, Illinois. The site, which is currently vacant, is located in the southwest quadrant of the intersection of IL Route 126 (Lockport Street) with Drauden Road and Steiner Road. As proposed, the site will be developed with 238 townhomes. Access to the development will be provided via a full movement access drive on IL Route 126 and a full movement access drive on Drauden Road. The purpose of this study was to examine background traffic conditions, assess the impact that the proposed development will have on traffic conditions in the area, and determine if any roadway or access improvements are necessary to accommodate traffic generated by the proposed development. Figure 1 shows the location of the site in relation to the area roadway system. Figure 2 shows an aerial view of the site. 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 evening peak hours for the following conditions: 1. Year 2021 Base Conditions - Analyzes the capacity of the existing roadway system using existing peak hour traffic volumes in the surrounding area, adjusted to reflect traffic volumes pre-COVID-19 conditions. 2. Year 2027 Background Conditions – Analyzes the capacity of the future roadway system using the projected traffic volumes that include the Year 2021 base traffic volumes, ambient area growth not attributable to any particular development, and the traffic projected to be generated by the other proposed developments in the area. 3. Year 2027 Projected Conditions – Analyzes the capacity of the future roadway system using the projected traffic volumes that include the Year 2027 background traffic volumes and traffic estimated to be generated by the full buildout of the proposed development. 59 Townhome Development Plainfield, Illinois 2 Site Location Figure 1 SITE SITE 60 Townhome Development Plainfield, Illinois 3 Aerial View of Site Figure 2 SITE 61 Townhome 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 located in the southwest quadrant of the intersection of IL Route 126 with Drauden Road and Steiner Road. Land uses in the vicinity of the site include Gas N Wash and Dunkin’ Donuts in the southwest corner of the intersection of IL Route 126 with Drauden Road. Existing Roadway System Characteristics The characteristics of the existing roadways near the development are described below and illustrated in Figure 3. IL Route 126 (Lockport Street) is an east-west minor arterial that in the vicinity of the site provides one through lane in each direction. At its signalized intersection with Drauden Road, IL Route 126 provides an exclusive left-turn lane and a combined through/right-turn lane on both approaches. IL Route 126 is under the jurisdiction of the Illinois Department of Transportation (IDOT), is not classified as a Strategic Regional Arterial (SRA), and carries an Annual Average Daily Traffic AADT) volume of approximately 14,900 vehicles (IDOT 2019). IL Route 126 has a posted speed limit of 50 miles per hour. Drauden Road is generally a north-south major collector that provides one through lane in each direction. At its signalized intersection with IL Route 126, Drauden Road provides an exclusive left-turn lane, a through lane, and an exclusive right-turn lane on both approaches. At its roundabout intersection with Renwick Road, Drauden Road provides an exclusive right-turn lane on both approaches. Drauden Road is under the jurisdiction of the Village of Plainfield, carries an AADT volume of approximately 4,400 vehicles north of IL Route 126, 9,200 vehicles between IL Route 126 and Renwick Road, and 7,100 vehicles south of Renwick Road (IDOT 2019). Drauden Road has a posted speed limit of 40 miles per hour. Renwick Road is an east-west major collector east of Drauden Road that provides one through lane in each direction. At its roundabout intersection with Drauden Road, Renwick Road provides an exclusive right-turn lane on both approaches. Renwick Road is under the jurisdiction of the Village of Plainfield, carries an AADT volume of approximately 7,050 vehicles, and has a posted speed limit of 35 miles per hour. 62 SITE DUNKIN CROSSING CREEKSIDE WASH GAS N 126 Existing Roadway Characteristics Figure: 3Job No: 21-041 Kenig,Lindgren,O'Hara,Aboona,Inc. Plainfield, Illinois Development Proposed Residential LEGEND - TRAVEL LANE - TRAFFIC SIGNAL - YIELD SIGN - SPEED LIMITXX - HIGH VISIBILITY CROSSWALK N NOT TO SCALE STREET LOCKPORT ROAD RENWICK R O A D D R A U D E N 45 50 35 35 40 40 63 Townhome Development Plainfield, Illinois 6 Existing Traffic Volumes In order to determine current traffic conditions within the study area, KLOA, Inc. performed peak period vehicle, pedestrian, and bicycle counts at the following intersections: • IL Route 126 (Lockport Street) with Steiner Road and Drauden Road (Thursday, March 18, 2021) • Drauden Road with Renwick Road (Thursday, February 18, 2021) The counts were conducted during the weekday morning (7:00 A.M. to 9:00 A.M.) and weekday evening (4:00 P.M. to 7:00 P.M.) peak periods. The results of the traffic counts show that the weekday morning peak hour generally occurs between 7:15 A.M. and 8:15 A.M. and the weekday evening peak hour generally occurs between 4:45 P.M. to 5:45 P.M. Due to the ongoing COVID-19 pandemic, the traffic volumes within the area are not reflective of typical conditions. As such, the Year 2021 traffic counts were compared to hourly two-way traffic volumes available for IL Route 126, Drauden Road, and Renwick Road on the IDOT Traffic Count Database System (TCDS) website and adjusted with CMAP. The results of the comparison showed that the weekday morning peak hour traffic volumes along IL Route 126 were approximately 32 percent and the weekday evening peak hour traffic volumes were approximately 36 percent lower than the IDOT traffic counts. Additionally, the results of the comparison showed that the weekday morning peak hour traffic volumes along Drauden Road were approximately 20 percent lower and the weekday evening peak hour traffic volumes were approximately 15 percent lower than the IDOT traffic counts. Furthermore, the weekday morning along Renwick Road were consistent with the IDOT traffic counts and the weekday evening peak hour traffic volumes were approximately eight percent lower than the IDOT traffic counts. As such, the weekday morning and weekday evening peak hour traffic volumes along IL Route 126, Drauden Road, and Renwick Road were increased accordingly. Figure 4 illustrates the Year 2021 base traffic volumes. 64 SITE 126 Figure: 4Job No: 21-041 Kenig,Lindgren,O'Hara,Aboona,Inc.Year 2021 Base Traffic Volumes Plainfield, Illinois Development Proposed Residential N NOT TO SCALE LEGEND 00 (00) - AM PEAK HOUR (7:15-8:15 AM) - PM PEAK HOUR (4:45-5:45 PM) STREET LOCKPORT ROAD RENWICK 9 0 ( 6 6 ) 102 (77) 89 (156) 59 (165) 52 (103) 2 7 ( 1 1 0 ) 77 (52) 4 3 ( 17 9 ) 2 0 ( 8 9 ) 1 7 7 ( 4 6 7 ) 0 ( 8 ) 3 8 6 ( 2 2 0 ) 252 (495) 129 (306) 595 (453) 1 7 6 ( 16 0 ) 15 4 ( 10 7 ) 2 4 7 ( 18 6 ) R O A D D R A U D E N 1 1 3 ( 9 2 ) 2 ( 6 ) 9 (4) 45 (184) 116 (87) 10 (23) 65 Townhome Development Plainfield, Illinois 8 Crash Data KLOA, Inc. obtained crash data1 for the past five years (2015 to 2019) for the intersections of IL Route 126 with Drauden Road and Steiner Road and Drauden Road with Renwick Road. Tables 1 and 2 summarize the crash data for the intersections, respectively. A review of the crash data indicated that no fatalities were reported at either intersection. Table 1 IL ROUTE 126 WITH DRAUDEN ROAD - CRASH SUMMARY Type of Accident Frequency Year Angle Object Rear End Sideswipe Turning Other Total 2015 0 0 8 0 4 0 12 2016 1 1 7 0 0 0 9 2017 0 0 3 1 1 0 5 2018 0 1 0 1 3 1 6 2019 0 0 9 0 2 0 11 Total 1 2 27 2 10 1 43 Average/Year <1.0 <1.0 5.4 <1.0 2.0 <1.0 8.6 Table 2 DRAUDEN ROAD WITH RENWICK ROAD - CRASH SUMMARY Type of Accident Frequency Year Angle Object Rear End Sideswipe Turning Other Total 2015 1 3 1 0 1 0 6 2016 0 4 0 1 1 1 7 2017 0 5 1 0 1 1 8 2018 0 5 1 0 1 1 8 2019 0 3 3 0 0 1 7 Total 1 20 6 1 4 4 36 Average/Year <1.0 4.0 1.2 <1.0 <1.0 <1.0 7.2 1 IDOT DISCLAIMER: The motor vehicle crash data referenced herein was provided by the Illinois Department of Transportation. The author is responsible for any data analyses and conclusions drawn. 66 Townhome Development Plainfield, Illinois 9 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 238 townhomes. Access to the development will be provided via the following: • A full movement access drive on IL Route 126 located approximately 1,055 feet west of Drauden Road. This access drive will provide one inbound lane and one outbound lane with outbound movements under stop sign control. • A full movement access drive on Drauden Road located approximately 1,050 feet south of IL Route 126. This access drive will provide one inbound lane and one outbound lane with outbound movements under stop sign control. It should be noted that the existing landscaped median will be modified to allow for left-turn movements to enter/exit the site with the provision of an exclusive northbound left-turn lane providing approximately 185 feet of storage and 200 feet of taper. A copy of the site plan is included in the Appendix. Directional Distribution The directions from which residents of the units 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. Site-Generated Traffic Volumes The volume of traffic generated by a development is based on the type of land uses and the size of the development. The number of peak hour vehicle trips estimated to be generated by the proposed development of 238 townhomes was based on vehicle trip generation rates contained in Trip Generation Manual, 10th Edition, published by the Institute of Transportation Engineers (ITE). Table 3 shows the site-generated traffic volumes for the proposed development. 67 SITE 1055' 1 0 5 1 ' 126 Figure: 5Job No: 21-041 Kenig,Lindgren,O'Hara,Aboona,Inc. LEGEND 00' 00%- PERCENT DISTRIBUTION - DISTANCE IN FEET Estimated Directional Distribution Plainfield, Illinois Development Proposed Residential N NOT TO SCALE STREET LOCKPORT ROAD RENWICK R O A D D R A U D E N 1 5 % --%25% 1 0 % 30% 20% - PROPOSED STOP SIGN - LESS THAN 5%--% 68 Townhome Development Plainfield, Illinois 11 Table 3 PROJECTED SITE-GENERATED TRAFFIC VOLUMES ITE Land-Use Code Weekday Morning Peak Hour Weekday Evening Peak Hour Daily Two-Way Trips Type/Size In Out Total In Out Total 220 Townhomes (238 units) 25 84 209 81 47 128 1,758 69 Townhome Development Plainfield, Illinois 12 4. Projected Traffic Conditions The total projected traffic volumes include the existing traffic volumes, increase in background traffic due to growth, and the traffic estimated to be generated by the proposed subject development. Development Traffic Assignment The estimated weekday morning and evening peak hour traffic volumes that will be generated by the proposed development were assigned to the roadway system in accordance with the previously described directional distribution (Figure 5). The traffic assignment for the development is illustrated in Figure 6. Year 2027 Background Traffic Conditions The Year 2021 base traffic volumes (Figure 4) were increased by a regional growth factor to account for the increase in existing traffic related to regional growth in the area (i.e., not attributable to any particular planned development). Based on ADT projections provided by the Chicago Metropolitan Agency for Planning (CMAP) in a letter dated May 11, 2021, the Year 2021 base traffic volumes were increased by 8.4 percent per year for six years to represent Year 2027 conditions. A copy of the CMAP projections letter is included in the Appendix. Furthermore, the traffic projected to be generated by the following developments were included in the Year 2027 no-build traffic conditions: • The proposed Wallin Drive apartment development to be located on the east side of Wallin Drive approximately 1,950 feet north of IL Route 126, with 284 units. • A proposed 1,500,000 square-foot warehouse/distribution facility to be located on the north side of 143rd Street west of Steiner Road. • A proposed residential development to be located south of 143rd Street, east of Sterner Road and north of IL Route 126, with 275 units. • A proposed residential development to be located in the southeast quadrant of the intersection of IL Route 126 with Drauden Road and Sterner Road with 115 units. The Year 2027 background traffic volumes are illustrated in Figure 7. Year 2027 Total Projected Traffic Volumes The development-generated traffic (Figure 6) was added to the Year 2027 background traffic conditions (Figure 7) to determine the Year 2027 total projected traffic volumes as shown in Figure 8. 70 SITE 126 Figure: 6Job No: 21-041 Kenig,Lindgren,O'Hara,Aboona,Inc.Traffic Volumes Estimated Site-Generated Plainfield, Illinois Development Proposed Residential N NOT TO SCALE LEGEND 00 (00) - AM PEAK HOUR (7:15-8:15 AM) - PM PEAK HOUR (4:45-5:45 PM) - PROPOSED STOP SIGN STREET LOCKPORT ROAD RENWICK 1 0 ( 3 2 )16 (10) 7 ( 2 3 ) 3 (10) 34 (19) 1 7 ( 9 ) 1 7 ( 9 ) 5 (16) 4 ( 1 2 ) 1 3 ( 7 ) 2 1 ( 1 2 ) 1 ( 2 ) 1 ( 6 ) 2 (8) 6 (17) 4 (2) 13 (7) 4 ( 3 ) 12 ( 7 ) R O A D D R A U D E N 6 (20) 71 SITE 126 Figure: 7Job No: 21-041 Kenig,Lindgren,O'Hara,Aboona,Inc.Year 2027 No-Build Traffic Volumes Plainfield, Illinois Development Proposed Residential N NOT TO SCALE LEGEND 00 (00) - AM PEAK HOUR (7:15-8:15 AM) - PM PEAK HOUR (4:45-5:45 PM) STREET LOCKPORT ROAD RENWICK 9 8 ( 7 2 ) 111 (83) 96 (169) 64 (179) 56 (112) 2 9 ( 1 1 9 ) 88 (73) 20 (38) 3 2 ( 2 7 ) 8 6 ( 2 2 5 ) 3 8 ( 10 8 ) 2 2 1 ( 5 2 5 ) 1 4 0 ( 1 1 3 ) 0 ( 9 ) 4 4 0 ( 3 1 0 ) 317 (609) 149 (360) 717 (552) 159 (205) 1 9 8 ( 1 7 7 ) 1 9 4 ( 1 6 7 ) 3 0 6 ( 2 2 6 ) R O A D D R A U D E N 126 (94) 11 (25) 72 SITE 126 Figure: 8Job No: 21-041 Kenig,Lindgren,O'Hara,Aboona,Inc. N NOT TO SCALE Plainfield, Illinois Development Proposed Residential LEGEND 00 (00) - AM PEAK HOUR (7:15-8:15 AM) - PM PEAK HOUR (4:45-5:45 PM) Year 2027 Total Projected Traffic Volumes - PROPOSED STOP SIGN STREET LOCKPORT R O A D D R A U D E N ROAD RENWICK 9 8 ( 7 2 ) 111 (83) 64 (179) 56 (112) 2 9 ( 1 1 9 ) 92 (75) 20 (38) 3 2 ( 2 7 ) 8 6 ( 2 2 5 ) 3 8 ( 10 8 ) 1 0 ( 3 2 )16 (10) 2 3 4 ( 5 3 2 ) 1 6 1 ( 1 2 5 ) 0 ( 9 ) 4 4 4 ( 3 2 2 ) 6 9 8 ( 5 7 0 ) 7 ( 2 3 ) 552 (892) 3 (10) 319 (617) 155 (377) 730 (559) 159 (205) 1 9 8 ( 1 7 7 ) 19 8 ( 17 0 ) 3 1 8 ( 2 3 3 ) 34 (19) 1 7 ( 9 ) 1 7 ( 9 ) 964 (830) 5 (16) 3 9 3 ( 7 8 4 ) 102 (189) 126 (94) 11 (25) 73 Townhome Development Plainfield, Illinois 16 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 evening peak hours for the Year 2021 base conditions and Year 2027 no-build conditions as well as Year 2027 total projected conditions. The traffic analyses were performed using the methodologies outlined in the Transportation Research Board’s Highway Capacity Manual (HCM), 2010 and analyzed using Synchro/SimTraffic 11 software. The analyses for the signalized intersection of IL Route 126 with Drauden Road and Steiner Road were conducted utilizing actual cycle lengths and phasings. 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 2021 base conditions and Year 2027 no-build conditions as well as Year 2027 total projected conditions are presented in Tables 4 through 7. A discussion of the intersections follows. Summary sheets for the capacity analyses are included in the Appendix. 74 Townhome Development Plainfield, Illinois 17 Table 4 CAPACITY ANALYSIS RESULTS IL ROUTE 126 WITH DRAUDEN ROAD AND STEINER ROAD - SIGNALIZED Peak Hour Eastbound Westbound Northbound Southbound Overall L T/R L T/R L T R L T R Ye a r 2 0 2 1 B a s e Co n d i t i o n s Weekday Morning A 8.0 D 35.2 C 22.2 B 15.6 D 38.9 D 38.7 E 55.9 C 26.5 D 42.3 D 41.2 C 34.0 C – 32.7 B – 17.8 D – 46.1 D – 41.5 Weekday Evening A 9.9 D 47.0 D 41.7 B 19.5 D 42.3 D 37.7 D 44.4 C 28.7 E 57.5 D 49.6 D 39.1 D – 44.2 C – 28.0 D – 42.1 D – 54.4 Ye a r 2 0 2 7 Ba c k g r o u n d Co n d i t i o n s Weekday Morning B 10.5 F 99+ D 46.1 C 22.5 C 33.0 D 40.4 E 64.6 C 28.4 D 40.2 D 38.5 E 71.8 F – 99+ C – 29.8 D – 48.9 D – 37.3 Weekday Evening B 12.0 F 89.4 F 99+ C 27.5 D 46.3 D 42.9 D 52.5 C 28.3 E 56.6 D 47.4 E 62.9 F – 82.5 E – 59.1 D – 47.8 D – 51.6 Ye a r 2 0 2 7 T o t a l Pr o j e c t e d Co n d i t i o n s Weekday Morning B 10.6 F 99+ D 49.8 C 22.7 C 32.9 D 40.5 E 68.7 C 28.4 D 40.2 D 38.6 E 75.6 F – 99+ C – 31.2 D – 51.0 D – 37.4 Weekday Evening B 12.4 F 92.9 F 99+ C 28.4 D 46.0 F 42.6 D 52.7 C 28.0 E 56.3 D 47.0 E 67.7 F – 85.7 E – 69.9 D – 47.7 D – 51.4 Letter denotes Level of Service. Delay is measured in seconds. L – Left Turns T - Through R – Right Turns 75 Townhome Development Plainfield, Illinois 18 Table 5 CAPACITY ANALYSIS RESULTS – YEAR 2021 BASE CONDITIONS – UNSIGNALIZED Weekday Morning Peak Hour Weekday Evening Peak Hour Intersection LOS Delay LOS Delay Drauden Road with Renwick Road • Overall A 8.6 B 11.0 • Eastbound Approach A 6.7 A 9.2 • Westbound Approach A 8.1 A 9.1 • Northbound Approach B 11.6 A 6.4 • Southbound Approach A 5.8 B 14.8 LOS = Level of Service Delay is measured in seconds. Table 6 CAPACITY ANALYSIS RESULTS – YEAR 2027 NO-BUILD CONDITIONS UNSIGNALIZED Weekday Morning Peak Hour Weekday Evening Peak Hour Intersection LOS Delay LOS Delay Drauden Road with Renwick Road • Overall B 10.7 B 14.8 • Eastbound Approach A 7.9 B 11.0 • Westbound Approach A 9.3 B 11.8 • Northbound Approach C 15.4 A 8.2 • Southbound Approach A 6.7 C 21.1 LOS = Level of Service Delay is measured in seconds. 76 Townhome Development Plainfield, Illinois 19 Table 7 CAPACITY ANALYSIS RESULTS – YEAR 2027 TOTAL PROJECTED CONDITIONS UNSIGNALIZED Weekday Morning Peak Hour Weekday Evening Peak Hour Intersection LOS Delay LOS Delay Drauden Road with Renwick Road • Overall B 11.3 B 15.8 • Eastbound Approach A 8.4 B 11.3 • Westbound Approach A 9.5 B 12.8 • Northbound Approach C 16.6 A 8.5 • Southbound Approach A 7.1 C 22.7 IL Route 126 with Proposed Access Drive • Northbound Approach D 32.6 E 37.1 • Westbound Left Turns B 10.3 A 9.7 Drauden Road with Proposed Access Drive • Eastbound Approach C 15.7 C 23.5 • Northbound Left Turns A 8.2 A 9.7 LOS = Level of Service Delay is measured in seconds. 77 Townhome Development Plainfield, Illinois 20 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. IL Route 126 with Drauden Road and Steiner Road The results of the capacity analyses indicate that overall this intersection currently operates at LOS C during the weekday morning peak hour and LOS D during the weekday evening peak hour. All approaches are operating at LOS D or better during both peak hours. Under Year 2027 no-build conditions, this intersection will operate at LOS E during the weekday morning and evening peak hours with increases in delay of 38 seconds and 24 seconds, respectively. The eastbound approach will operate at LOS F during both peak hours and the westbound approach will operate at LOS C during the weekday morning and evening peak hours. In addition, the northbound and southbound approaches will continue to operate at LOS D during both peak hours with increases of approximately six seconds or less. Under Year 2027 total projected conditions, this intersection will continue to operate at LOS E during the weekday morning and evening peak hours with increases in delay of approximately four seconds and five seconds, respectively. All approaches will continue to operate at the same levels of service during both peak hours. When comparing the site-generated traffic with the total projected conditions, the traffic travelling through this intersection will increase by approximately two percent during both peak hours. In addition, when analyzing the Year 2021 traffic volumes added to the site-generated traffic volumes only, overall this intersection will operate at LOS D during both peak hours and all approaches will operate at LOS D or better during both peak hours. Overall, the increases in delay experienced at this intersection are a result of the existing traffic volumes increased by the regional growth factor and the other developments in the area, as the proposed development-generated traffic is projected to be less than two percent of the total traffic traversing this intersection. Drauden Road with Renwick Road The results of the capacity analyses indicate that overall this roundabout is operating at LOS A during the weekday morning peak hour and LOS B during the weekday evening peak hour. All of the approaches currently operate at LOS B or better during both peak hours. Under Year 2027 no-build conditions, overall this roundabout will operate at LOS B during the weekday morning and evening peak hours with increases in delay of approximately two seconds and four seconds, respectively. All approaches will operate at LOS C or better during both peak hours with increases in delay of approximately six seconds or less. 78 Townhome Development Plainfield, Illinois 21 Under Year 2027 total projected conditions, overall this intersection will continue to operate at LOS B during the weekday morning and evening peak hours. All of the approaches will continue to operate at LOS C or better during both peak hours with increases in delay of approximately two seconds or less. Overall, the increases in delay experienced at this intersection are a result of the existing traffic volumes increased by the regional growth factor and the other developments in the area, as the proposed development-generated traffic is projected to be less than three percent of the total traffic traversing this intersection. IL Route 126 with Proposed Access Drive The results of the capacity analyses indicate that the outbound movements from the proposed access drive onto IL Route 126 will operate at LOS D during the weekday morning peak hour and LOS E during the weekday evening peak hour with 95th percentile queues of one to two vehicles. In addition, the westbound left-turn movements will operate at LOS B during the weekday morning peak hour and LOS A during the weekday evening peak hour with 95th percentile queues of one to two vehicles. Based on the requirements for right-turn and left-turn lanes found in IDOT’s Bureau of Design and Environment Manual (BDE), Chapter 36, an exclusive right-turn lane will not be warranted at this proposed access drive and an exclusive left-turn lane will be warranted this access drive during both peak hours. However, given the low volume of projected left turns, the provision of an exclusive left-turn lane at this access drive will not be necessary. Exhibits of the right-turn and left-turn warrants are included in the Appendix. As such, the proposed access drive will be adequate in accommodating the traffic projected to be generated by the proposed development and will ensure flexible access is provided. Drauden Road with Proposed Access Drive The results of the capacity analyses indicate that the outbound movements from the proposed access drive onto Drauden Road will operate at LOS C during the weekday morning and evening peak hours. In addition, the northbound left-turn movements will operate at LOS A during both peak hours with 95th percentile queues of one to two vehicles, which can be accommodated within the proposed northbound left-turn lane storage. Based on the requirements for right-turn and left- turn lanes found in IDOT’s BDE, Chapter 36, an exclusive right-turn lane will not be warranted at this proposed access drive. Exhibit of the right-turn warrant is included in the Appendix. As such, the proposed access drive will be adequate in accommodating the traffic projected to be generated by the proposed development and will ensure flexible access is provided. 79 Townhome Development Plainfield, Illinois 22 6. Conclusion Based on the preceding analyses and recommendations, the following conclusions have been made: • The traffic that will be generated by the proposed development can be generally accommodated by the area roadway system. • The proposed development is projected to increase the volume of traffic traversing the intersection of IL Route 126 with Drauden Road by less than two percent during the weekday morning and evening peak hours. • Providing full access to the development off IL Route 126 and Drauden Road will be adequate in accommodating the traffic projected to be generated by the proposed development. • The existing landscaped median on Drauden Road will be modified to allow the left-turn movements to enter/exit the site with the provision of an exclusive northbound left-turn lane providing approximately 185 feet of storage and 200 feet of taper. • Given the low volume of projected left turns at the proposed IL Route 126 access drive, the provision of an exclusive left-turn lane at this access drive will not be necessary. • Based on the BDE Manual, an exclusive right-turn lane is not warranted at both proposed access drives during the weekday morning and evening peak hours. 80 Appendix Traffic Count Summary Sheets Preliminary Site Plan ITE Trip Generation Worksheets CMAP 2050 Projections Letter Level of Service Criteria Capacity Analysis Summary Sheets Turn Lane Warrants 81 Traffic Count Summary Sheets 82 Type of peak hour being reported: User-Defined Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: Drauden Rd -- IL 126 QC JOB #: QC JOB #: 15389901 CITY/STATE: CITY/STATE: Plainfield, IL DATE: DATE: Thu, Mar 18 2021 55 193 17 36 2 355 58 7 296 451 0.900.90 191 621 112 98 659 147 128 206 246 481 Peak-Hour: 7:15 AM -- 8:15 AMPeak-Hour: 7:15 AM -- 8:15 AM Peak 15-Min: 7:15 AM -- 7:30 AMPeak 15-Min: 7:15 AM -- 7:30 AM 10.9 2.1 17.6 2.8 100 7.6 0 14.3 9.5 3.1 10.5 2.6 1.8 7.1 3.2 2.7 2.3 2.4 4.1 2.5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N/A N/A N/A N/A N/A N/A N/A N/A 15-Min Count15-Min CountPeriod Period Beginning AtBeginning At Drauden Rd Drauden Rd (Northbound)(Northbound) Drauden Rd Drauden Rd (Southbound)(Southbound) IL 126IL 126 (Eastbound)(Eastbound) IL 126IL 126 (Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU 7:00 AM 40 26 47 0 2 4 5 0 12 116 23 0 13 50 1 0 339 7:15 AM 46 31 57 0 0 10 3 0 20 130 18 0 24 64 0 0 403 7:30 AM 36 33 47 0 0 11 5 0 12 126 32 0 27 40 0 0 369 7:45 AM 33 37 57 0 2 9 6 0 12 108 30 0 25 51 5 0 375 1486 8:00 AM 32 27 45 0 0 6 3 0 14 87 32 0 22 36 2 0 306 1453 8:15 AM 23 20 32 0 0 8 3 0 8 115 25 0 16 48 1 0 299 1349 8:30 AM 22 26 30 0 0 5 3 0 13 116 24 0 18 58 1 0 316 1296 8:45 AM 31 8 45 0 1 8 2 0 7 84 18 0 25 46 3 0 278 1199 Peak 15-MinPeak 15-Min FlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU All Vehicles 184 124 228 0 0 40 12 0 80 520 72 0 96 256 0 0 1612 Heavy Trucks 4 4 0 0 0 8 0 20 0 0 40 0 76 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 5/11/2021 1:10 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 83 Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: Drauden Rd -- IL 126 QC JOB #: QC JOB #: 15389902 CITY/STATE: CITY/STATE: Plainfield, IL DATE: DATE: Thu, Mar 18 2021 238 134 77 156 5 580 38 3 592 333 0.940.94 364 506 135 225 500 139 93 162 516 394 Peak-Hour: 4:45 PM -- 5:45 PMPeak-Hour: 4:45 PM -- 5:45 PM Peak 15-Min: 5:30 PM -- 5:45 PMPeak 15-Min: 5:30 PM -- 5:45 PM 1.7 5.2 1.3 1.9 0 1.4 10.5 33.3 1.5 6.6 1.6 5.5 1.5 0.9 4.8 0.7 2.2 1.2 1.4 1.3 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 Drauden Rd Drauden Rd (Northbound)(Northbound) Drauden Rd Drauden Rd (Southbound)(Southbound) IL 126IL 126 (Eastbound)(Eastbound) IL 126IL 126 (Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU 4:00 PM 33 27 45 0 0 42 16 0 8 65 31 0 45 115 2 0 429 4:15 PM 36 26 40 0 3 36 13 0 5 93 29 0 46 73 0 0 400 4:30 PM 26 29 30 0 7 39 22 0 6 86 37 0 49 70 1 0 402 4:45 PM 36 24 50 0 2 35 13 0 6 84 34 0 56 85 0 0 425 1656 5:00 PM 32 27 23 0 1 39 21 0 9 71 24 0 56 101 0 0 404 1631 5:15 PM 35 20 40 0 1 35 20 0 9 103 38 0 53 83 2 0 439 1670 5:30 PM 36 22 49 0 1 47 23 0 14 75 39 0 60 95 1 0 462 1730 5:45 PM 37 26 35 0 2 43 18 0 5 76 23 0 61 77 0 0 403 1708 6:00 PM 32 19 31 0 3 33 19 0 10 63 31 0 48 71 2 0 362 1666 6:15 PM 28 18 36 0 2 25 6 0 3 87 22 0 50 103 1 0 381 1608 6:30 PM 31 15 32 0 0 34 9 0 5 71 16 0 44 96 0 0 353 1499 6:45 PM 20 17 28 0 0 16 6 0 7 61 19 0 47 79 1 0 301 1397 Peak 15-MinPeak 15-MinFlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU All Vehicles 144 88 196 0 4 188 92 0 56 300 156 0 240 380 4 0 1848 Heavy Trucks 0 4 0 0 4 0 4 12 0 4 0 0 28 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 3/25/2021 10:03 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 84 Ke n i g L i n d g r e n O ' H a r a A b o o n a , I n c . 95 7 5 W . H i g g i n s R d . , S u i t e 4 0 0 Ro s e m o n t , I l l i n o i s , U n i t e d S t a t e s 6 0 0 1 8 (8 4 7 ) 5 1 8 - 9 9 9 0 Co u n t N a m e : D a r u d e n R o a d w i t h R e n w i c k R o a d Si t e C o d e : St a r t D a t e : 0 2 / 1 8 / 2 0 2 1 Pa g e N o : 1 Tu r n i n g M o v e m e n t D a t a St a r t T i m e Re n w i c k R o a d Re n w i c k R o a d Dr a u d e n R o a d Dr a u d e n R o a d Ea s t b o u n d We s t b o u n d No r t h b o u n d So u t h b o u n d U- T u r n Le f t Th r u Ri g h t Ap p . T o t a l Th r u Ri g h t Pe d s Ap p . T o t a l Le f t Th r u Ri g h t Pe d s Ap p . T o t a l Ri g h t Ap p . T o t a l In t . T o t a l 7: 0 0 A M 0 30 50 33 11 3 10 15 0 25 1 72 17 0 90 59 59 28 7 7: 1 5 A M 2 32 62 45 14 1 11 26 0 37 0 53 17 0 70 62 62 31 0 7: 3 0 A M 0 29 74 50 15 3 29 23 0 52 0 88 28 0 11 6 74 74 39 5 7: 4 5 A M 0 43 84 46 17 3 19 25 0 44 0 66 24 0 90 81 81 38 8 Ho u r l y T o t a l 2 13 4 27 0 17 4 58 0 69 89 0 15 8 1 27 9 86 0 36 6 27 6 27 6 13 8 0 8: 0 0 A M 0 24 66 62 15 2 30 14 0 44 0 49 21 0 70 85 85 35 1 8: 1 5 A M 0 25 60 35 12 0 25 15 0 40 1 47 16 0 64 51 51 27 5 8: 3 0 A M 0 26 44 34 10 4 30 17 0 47 3 45 16 0 64 54 54 26 9 8: 4 5 A M 0 23 52 39 11 4 20 13 0 33 2 52 13 0 67 53 53 26 7 Ho u r l y T o t a l 0 98 22 2 17 0 49 0 10 5 59 0 16 4 6 19 3 66 0 26 5 24 3 24 3 11 6 2 ** * B R E A K * * * - - - - - - - - - - - - - - - - - 4: 0 0 P M 0 23 59 79 16 1 38 29 0 67 2 37 11 0 50 89 89 36 7 4: 1 5 P M 0 19 54 76 14 9 42 32 0 74 1 45 21 0 67 11 3 11 3 40 3 4: 3 0 P M 0 20 41 89 15 0 38 33 0 71 3 52 14 0 69 10 7 10 7 39 7 4: 4 5 P M 0 24 50 10 2 17 6 45 36 0 81 3 37 18 0 58 13 1 13 1 44 6 Ho u r l y T o t a l 0 86 20 4 34 6 63 6 16 3 13 0 0 29 3 9 17 1 64 0 24 4 44 0 44 0 16 1 3 5: 0 0 P M 0 16 38 10 2 15 6 53 27 0 80 5 47 18 0 70 12 7 12 7 43 3 5: 1 5 P M 0 19 48 89 15 6 48 36 0 84 0 38 16 0 54 11 8 11 8 41 2 5: 3 0 P M 0 17 35 10 1 15 3 43 37 0 80 0 43 14 0 57 10 2 10 2 39 2 5: 4 5 P M 0 27 45 83 15 5 42 26 0 68 0 43 11 0 54 10 6 10 6 38 3 Ho u r l y T o t a l 0 79 16 6 37 5 62 0 18 6 12 6 0 31 2 5 17 1 59 0 23 5 45 3 45 3 16 2 0 6: 0 0 P M 0 9 42 79 13 0 52 25 0 77 0 42 14 0 56 97 97 36 0 6: 1 5 P M 0 8 37 56 10 1 43 25 0 68 0 34 14 0 48 75 75 29 2 6: 3 0 P M 0 11 34 65 11 0 44 20 0 64 2 25 17 0 44 70 70 28 8 6: 4 5 P M 0 13 29 64 10 6 45 16 0 61 0 25 8 0 33 86 86 28 6 Ho u r l y T o t a l 0 41 14 2 26 4 44 7 18 4 86 0 27 0 2 12 6 53 0 18 1 32 8 32 8 12 2 6 Gr a n d T o t a l 2 43 8 10 0 4 13 2 9 27 7 3 70 7 49 0 0 11 9 7 23 94 0 32 8 0 12 9 1 17 4 0 17 4 0 70 0 1 Ap p r o a c h % 0. 1 15 . 8 36 . 2 47 . 9 - 59 . 1 40 . 9 - - 1. 8 72 . 8 25 . 4 - - 10 0 . 0 - - To t a l % 0. 0 6. 3 14 . 3 19 . 0 39 . 6 10 . 1 7. 0 - 17 . 1 0. 3 13 . 4 4. 7 - 18 . 4 24 . 9 24 . 9 - Li g h t s 1 43 4 98 2 13 1 2 27 2 9 69 6 48 4 - 11 8 0 21 93 0 32 4 - 12 7 5 17 1 8 17 1 8 69 0 2 % L i g h t s 50 . 0 99 . 1 97 . 8 98 . 7 98 . 4 98 . 4 98 . 8 - 98 . 6 91 . 3 98 . 9 98 . 8 - 98 . 8 98 . 7 98 . 7 98 . 6 Bu s e s 0 1 9 8 18 5 2 - 7 0 4 1 - 5 3 3 33 % B u s e s 0. 0 0. 2 0. 9 0. 6 0. 6 0. 7 0. 4 - 0. 6 0. 0 0. 4 0. 3 - 0. 4 0. 2 0. 2 0. 5 Si n g l e - U n i t T r u c k s 1 3 10 8 22 6 3 - 9 2 5 2 - 9 15 15 55 % S i n g l e - U n i t T r u c k s 50 . 0 0. 7 1. 0 0. 6 0. 8 0. 8 0. 6 - 0. 8 8. 7 0. 5 0. 6 - 0. 7 0. 9 0. 9 0. 8 Ar t i c u l a t e d T r u c k s 0 0 3 1 4 0 1 - 1 0 1 1 - 2 4 4 11 85 % A r t i c u l a t e d T r u c k s 0. 0 0. 0 0. 3 0. 1 0. 1 0. 0 0. 2 - 0. 1 0. 0 0. 1 0. 3 - 0. 2 0. 2 0. 2 0. 2 Bi c y c l e s o n R o a d 0 0 0 0 0 0 0 - 0 0 0 0 - 0 0 0 0 % B i c y c l e s o n R o a d 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 Pe d e s t r i a n s - - - - - - - 0 - - - - 0 - - - - % P e d e s t r i a n s - - - - - - - - - - - - - - - - - 86 Ke n i g L i n d g r e n O ' H a r a A b o o n a , I n c . 95 7 5 W . H i g g i n s R d . , S u i t e 4 0 0 Ro s e m o n t , I l l i n o i s , U n i t e d S t a t e s 6 0 0 1 8 (8 4 7 ) 5 1 8 - 9 9 9 0 Co u n t N a m e : D a r u d e n R o a d w i t h R e n w i c k R o a d Si t e C o d e : St a r t D a t e : 0 2 / 1 8 / 2 0 2 1 Pa g e N o : 3 Tu r n i n g M o v e m e n t P e a k H o u r D a t a ( 7 : 1 5 A M ) St a r t T i m e Re n w i c k R o a d Re n w i c k R o a d Dr a u d e n R o a d Dr a u d e n R o a d Ea s t b o u n d We s t b o u n d No r t h b o u n d So u t h b o u n d U- T u r n Le f t Th r u Ri g h t Ap p . T o t a l Th r u Ri g h t Pe d s Ap p . T o t a l Le f t Th r u Ri g h t Pe d s Ap p . T o t a l Ri g h t Ap p . T o t a l In t . T o t a l 7: 1 5 A M 2 32 62 45 14 1 11 26 0 37 0 53 17 0 70 62 62 31 0 7: 3 0 A M 0 29 74 50 15 3 29 23 0 52 0 88 28 0 11 6 74 74 39 5 7: 4 5 A M 0 43 84 46 17 3 19 25 0 44 0 66 24 0 90 81 81 38 8 8: 0 0 A M 0 24 66 62 15 2 30 14 0 44 0 49 21 0 70 85 85 35 1 To t a l 2 12 8 28 6 20 3 61 9 89 88 0 17 7 0 25 6 90 0 34 6 30 2 30 2 14 4 4 Ap p r o a c h % 0. 3 20 . 7 46 . 2 32 . 8 - 50 . 3 49 . 7 - - 0. 0 74 . 0 26 . 0 - - 10 0 . 0 - - To t a l % 0. 1 8. 9 19 . 8 14 . 1 42 . 9 6. 2 6. 1 - 12 . 3 0. 0 17 . 7 6. 2 - 24 . 0 20 . 9 20 . 9 - PH F 0. 2 5 0 0. 7 4 4 0. 8 5 1 0. 8 1 9 0. 8 9 5 0. 7 4 2 0. 8 4 6 - 0. 8 5 1 0. 0 0 0 0. 7 2 7 0. 8 0 4 - 0. 7 4 6 0. 8 8 8 0. 8 8 8 0. 9 1 4 Li g h t s 1 12 7 27 9 19 4 60 1 84 86 - 17 0 0 25 2 88 - 34 0 29 5 29 5 14 0 6 % L i g h t s 50 . 0 99 . 2 97 . 6 95 . 6 97 . 1 94 . 4 97 . 7 - 96 . 0 - 98 . 4 97 . 8 - 98 . 3 97 . 7 97 . 7 97 . 4 Bu s e s 0 1 6 4 11 4 0 - 4 0 3 1 - 4 0 0 19 % B u s e s 0. 0 0. 8 2. 1 2. 0 1. 8 4. 5 0. 0 - 2. 3 - 1. 2 1. 1 - 1. 2 0. 0 0. 0 1. 3 Si n g l e - U n i t T r u c k s 1 0 0 4 5 1 2 - 3 0 1 1 - 2 5 5 15 % S i n g l e - U n i t T r u c k s 50 . 0 0. 0 0. 0 2. 0 0. 8 1. 1 2. 3 - 1. 7 - 0. 4 1. 1 - 0. 6 1. 7 1. 7 1. 0 Ar t i c u l a t e d T r u c k s 0 0 1 1 2 0 0 - 0 0 0 0 - 0 2 2 4 % A r t i c u l a t e d T r u c k s 0. 0 0. 0 0. 3 0. 5 0. 3 0. 0 0. 0 - 0. 0 - 0. 0 0. 0 - 0. 0 0. 7 0. 7 0. 3 Bi c y c l e s o n R o a d 0 0 0 0 0 0 0 - 0 0 0 0 - 0 0 0 0 % B i c y c l e s o n R o a d 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 Pe d e s t r i a n s - - - - - - - 0 - - - - 0 - - - - % P e d e s t r i a n s - - - - - - - - - - - - - - - - - 87 Ke n i g L i n d g r e n O ' H a r a A b o o n a , I n c . 95 7 5 W . H i g g i n s R d . , S u i t e 4 0 0 Ro s e m o n t , I l l i n o i s , U n i t e d S t a t e s 6 0 0 1 8 (8 4 7 ) 5 1 8 - 9 9 9 0 Co u n t N a m e : D a r u d e n R o a d w i t h R e n w i c k R o a d Si t e C o d e : St a r t D a t e : 0 2 / 1 8 / 2 0 2 1 Pa g e N o : 4 Tu r n i n g M o v e m e n t P e a k H o u r D a t a ( 4 : 4 5 P M ) St a r t T i m e Re n w i c k R o a d Re n w i c k R o a d Dr a u d e n R o a d Dr a u d e n R o a d Ea s t b o u n d We s t b o u n d No r t h b o u n d So u t h b o u n d U- T u r n Le f t Th r u Ri g h t Ap p . T o t a l Th r u Ri g h t Pe d s Ap p . T o t a l Le f t Th r u Ri g h t Pe d s Ap p . T o t a l Ri g h t Ap p . T o t a l In t . T o t a l 4: 4 5 P M 0 24 50 10 2 17 6 45 36 0 81 3 37 18 0 58 13 1 13 1 44 6 5: 0 0 P M 0 16 38 10 2 15 6 53 27 0 80 5 47 18 0 70 12 7 12 7 43 3 5: 1 5 P M 0 19 48 89 15 6 48 36 0 84 0 38 16 0 54 11 8 11 8 41 2 5: 3 0 P M 0 17 35 10 1 15 3 43 37 0 80 0 43 14 0 57 10 2 10 2 39 2 To t a l 0 76 17 1 39 4 64 1 18 9 13 6 0 32 5 8 16 5 66 0 23 9 47 8 47 8 16 8 3 Ap p r o a c h % 0. 0 11 . 9 26 . 7 61 . 5 - 58 . 2 41 . 8 - - 3. 3 69 . 0 27 . 6 - - 10 0 . 0 - - To t a l % 0. 0 4. 5 10 . 2 23 . 4 38 . 1 11 . 2 8. 1 - 19 . 3 0. 5 9. 8 3. 9 - 14 . 2 28 . 4 28 . 4 - PH F 0. 0 0 0 0. 7 9 2 0. 8 5 5 0. 9 6 6 0. 9 1 1 0. 8 9 2 0. 9 1 9 - 0. 9 6 7 0. 4 0 0 0. 8 7 8 0. 9 1 7 - 0. 8 5 4 0. 9 1 2 0. 9 1 2 0. 9 4 3 Li g h t s 0 76 16 8 39 3 63 7 18 7 13 5 - 32 2 8 16 5 66 - 23 9 47 8 47 8 16 7 6 % L i g h t s - 10 0 . 0 98 . 2 99 . 7 99 . 4 98 . 9 99 . 3 - 99 . 1 10 0 . 0 10 0 . 0 10 0 . 0 - 10 0 . 0 10 0 . 0 10 0 . 0 99 . 6 Bu s e s 0 0 0 0 0 0 1 - 1 0 0 0 - 0 0 0 1 % B u s e s - 0. 0 0. 0 0. 0 0. 0 0. 0 0. 7 - 0. 3 0. 0 0. 0 0. 0 - 0. 0 0. 0 0. 0 0. 1 Si n g l e - U n i t T r u c k s 0 0 3 1 4 2 0 - 2 0 0 0 - 0 0 0 6 % S i n g l e - U n i t T r u c k s - 0. 0 1. 8 0. 3 0. 6 1. 1 0. 0 - 0. 6 0. 0 0. 0 0. 0 - 0. 0 0. 0 0. 0 0. 4 Ar t i c u l a t e d T r u c k s 0 0 0 0 0 0 0 - 0 0 0 0 - 0 0 0 0 % A r t i c u l a t e d T r u c k s - 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 Bi c y c l e s o n R o a d 0 0 0 0 0 0 0 - 0 0 0 0 - 0 0 0 0 % B i c y c l e s o n R o a d - 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 Pe d e s t r i a n s - - - - - - - 0 - - - - 0 - - - - % P e d e s t r i a n s - - - - - - - - - - - - - - - - - 88 Preliminary Site Plan 89 90 ITE Trip Generation Worksheets 91 92 93 94 CMAP 2050 Projections Letter 95 May 11, 2021 Elise Purguette Traffic Engineer Kenig, Lindgren, O’Hara and Aboona, Inc. 9575 West Higgins Road Suite 400 Rosemont, IL 60018 Subject: IL 126 - Drauden Road - Renwick Road IDOT Dear Ms.Purguette: In response to a request made on your behalf and dated May 11, 2021, we have developed year 2050 average daily traffic (ADT) projections for the subject location. ROAD SEGMENT Current ADT Year 2050 ADT IL 126, @ Drauden Rd 14,900 23,000 Drauden Rd north of IL 126 4,400 7,400 Drauden Rd from IL 126 to Renwick Rd 9,200 11,400 Drauden Rd south of Renwick Rd 7,100 10,000 Renwick Rd east of Drauden Rd 7,050 12,400 Traffic projections are developed using existing ADT data provided in the request letter and the results from the December 2020 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) 2021_CY_TrafficForecast\Plainfield\wi-17-21\wi-17-21.docx 96 Level of Service Criteria 97 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. 98 Capacity Analysis Summary Sheets Year 2021 Weekday Morning Peak Hour Conditions 99 Lanes, Volumes, Timings 1: Drauden Road & ILL Route 126 05/14/2021 21-041 - Residential Dvp - Plainfield Synchro 11 Report Year 2021 Base Conditions - AM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 77 595 145 129 252 9 176 154 247 2 43 20 Future Volume (vph) 77 595 145 129 252 9 176 154 247 2 43 20 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 2000 1900 1900 2000 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 215 0 300 0 455 395 255 395 Storage Lanes 1 0 1 0 1 1 1 1 Taper Length (ft) 215 210 160 205 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 0.971 0.995 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1805 1795 0 1687 1716 0 1752 1961 1583 902 1942 1369 Flt Permitted 0.576 0.097 0.581 0.649 Satd. Flow (perm) 1094 1795 0 172 1716 0 1072 1961 1583 617 1942 1369 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph) 50 50 40 45 Link Distance (ft) 1129 2234 1018 1433 Travel Time (s) 15.4 30.5 17.4 21.7 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 0% 3% 2% 7% 10% 14% 3% 2% 2% 100% 3% 18% Bus Blockages (#/hr)000000000000 Parking (#/hr) Mid-Block Traffic (%) 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 86 822 0 143 290 0 196 171 274 2 48 22 Turn Type pm+pt NA pm+pt NA pm+pt NA Perm pm+pt NA Perm Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 2 6 8 8 4 4 Detector Phase 5 2 1 6 388744 Switch Phase Minimum Initial (s) 3.0 15.0 3.0 15.0 3.0 8.0 8.0 3.0 8.0 8.0 Minimum Split (s) 9.5 24.0 9.5 24.0 9.5 24.0 24.0 9.5 24.0 24.0 Total Split (s) 13.0 56.0 13.0 56.0 13.0 28.0 28.0 13.0 28.0 28.0 Total Split (%) 11.8% 50.9% 11.8% 50.9% 11.8% 25.5% 25.5% 11.8% 25.5% 25.5% Yellow Time (s) 3.5 4.0 3.5 4.0 3.5 4.0 4.0 3.5 4.0 4.0 All-Red Time (s) 0.0 2.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.5 6.0 3.5 6.0 3.5 6.0 6.0 3.5 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Min None C-Min None None None None None None Act Effct Green (s) 68.4 58.5 72.8 62.4 28.9 24.5 24.5 20.2 14.0 14.0 Actuated g/C Ratio 0.62 0.53 0.66 0.57 0.26 0.22 0.22 0.18 0.13 0.13 100 Lanes, Volumes, Timings 1: Drauden Road & ILL Route 126 05/14/2021 21-041 - Residential Dvp - Plainfield Synchro 11 Report Year 2021 Base Conditions - AM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.12 0.86 0.59 0.30 0.55 0.39 0.78 0.02 0.19 0.13 Control Delay 8.0 35.2 22.2 15.6 38.9 38.7 55.9 26.5 42.3 41.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 8.0 35.2 22.2 15.6 38.9 38.7 55.9 26.5 42.3 41.2 LOS AD CB DDECDD Approach Delay 32.7 17.8 46.1 41.5 Approach LOS C B D D Queue Length 50th (ft) 19 490 33 105 115 101 178 1 31 14 Queue Length 95th (ft) 46 #847 #104 199 164 168 #306 7 61 35 Internal Link Dist (ft) 1049 2154 938 1353 Turn Bay Length (ft) 215 300 455 395 255 395 Base Capacity (vph) 762 954 256 973 355 448 362 158 388 273 Starvation Cap Reductn 0 0 0 0 000000 Spillback Cap Reductn 0 0 0 0 000000 Storage Cap Reductn 0 0 0 0 000000 Reduced v/c Ratio 0.11 0.86 0.56 0.30 0.55 0.38 0.76 0.01 0.12 0.08 Intersection Summary Area Type: Other Cycle Length: 110 Actuated Cycle Length: 110 Offset: 27.5 (25%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.86 Intersection Signal Delay: 34.0 Intersection LOS: C Intersection Capacity Utilization 77.0% 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: Drauden Road & ILL Route 126 101 HCM 6th Roundabout 2: Drauden Road & Renwick Road 05/14/2021 21-041 - Residential Dvp - Plainfield Synchro 11 Report Year 2021 Base Conditions - AM Peak Hour Intersection Intersection Delay, s/veh 8.6 Intersection LOS A Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 250 220 523 349 Demand Flow Rate, veh/h 254 229 533 356 Vehicles Circulating, veh/h 385 545 369 129 Vehicles Exiting, veh/h 100 357 270 645 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 6.7 8.1 11.6 5.8 Approach LOS AABA Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Follow-Up Headway, s 2.609 2.609 2.609 2.609 Critical Headway, s 4.976 4.976 4.976 4.976 Entry Flow, veh/h 254 229 533 356 Cap Entry Lane, veh/h 932 791 947 1210 Entry HV Adj Factor 0.986 0.961 0.980 0.981 Flow Entry, veh/h 250 220 523 349 Cap Entry, veh/h 919 761 928 1186 V/C Ratio 0.273 0.289 0.563 0.294 Control Delay, s/veh 6.7 8.1 11.6 5.8 LOS AABA 95th %tile Queue, veh 1141 102 Capacity Analysis Summary Sheets Year 2021 Weekday Evening Peak Hour Conditions 103 Lanes, Volumes, Timings 1: Drauden Road & ILL Route 126 05/14/2021 21-041 - Residential Dvp - Plainfield Synchro 11 Report Year 2021 Base Conditions - PM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 52 453 184 306 495 4 160 107 186 6 179 89 Future Volume (vph) 52 453 184 306 495 4 160 107 186 6 179 89 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 2000 1900 1900 2000 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 215 0 300 0 455 395 255 395 Storage Lanes 1 0 1 0 1 1 1 1 Taper Length (ft) 215 210 160 205 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 0.957 0.999 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1641 1723 0 1787 1857 0 1787 1961 1599 1805 1961 1599 Flt Permitted 0.442 0.106 0.398 0.684 Satd. Flow (perm) 763 1723 0 199 1857 0 749 1961 1599 1300 1961 1599 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph) 50 50 40 45 Link Distance (ft) 1129 2234 1018 1433 Travel Time (s) 15.4 30.5 17.4 21.7 Confl. Peds. (#/hr) 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 (%) 10% 7% 2% 1% 2% 33% 1% 2% 1% 0% 2% 1% Bus Blockages (#/hr)000000000000 Parking (#/hr) Mid-Block Traffic (%) 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 55 678 0 326 531 0 170 114 198 6 190 95 Turn Type pm+pt NA pm+pt NA pm+pt NA Perm pm+pt NA Perm Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 2 6 8 8 4 4 Detector Phase 5 2 1 6 388744 Switch Phase Minimum Initial (s) 3.0 15.0 3.0 15.0 3.0 8.0 8.0 3.0 8.0 8.0 Minimum Split (s) 9.5 24.0 9.5 24.0 9.5 24.0 24.0 9.5 24.0 24.0 Total Split (s) 13.0 58.0 17.0 62.0 13.0 32.0 32.0 13.0 32.0 32.0 Total Split (%) 10.8% 48.3% 14.2% 51.7% 10.8% 26.7% 26.7% 10.8% 26.7% 26.7% Yellow Time (s) 3.5 4.0 3.5 4.0 3.5 4.0 4.0 3.5 4.0 4.0 All-Red Time (s) 0.0 2.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.5 6.0 3.5 6.0 3.5 6.0 6.0 3.5 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Min None C-Min None None None None None None Act Effct Green (s) 62.5 53.0 79.4 68.2 33.5 29.1 29.1 26.4 18.1 18.1 Actuated g/C Ratio 0.52 0.44 0.66 0.57 0.28 0.24 0.24 0.22 0.15 0.15 104 Lanes, Volumes, Timings 1: Drauden Road & ILL Route 126 05/14/2021 21-041 - Residential Dvp - Plainfield Synchro 11 Report Year 2021 Base Conditions - PM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.12 0.89 0.81 0.50 0.58 0.24 0.51 0.02 0.64 0.40 Control Delay 9.9 47.0 41.7 19.5 42.3 37.7 44.4 28.7 57.5 49.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 9.9 47.0 41.7 19.5 42.3 37.7 44.4 28.7 57.5 49.6 LOS AD DB DDDCED Approach Delay 44.2 28.0 42.1 54.4 Approach LOS DCDD Queue Length 50th (ft) 14 481 158 243 105 70 131 3 141 67 Queue Length 95th (ft) 34 #723 #380 405 154 125 215 13 205 114 Internal Link Dist (ft) 1049 2154 938 1353 Turn Bay Length (ft) 215 300 455 395 255 395 Base Capacity (vph) 482 760 402 1056 291 478 389 365 424 346 Starvation Cap Reductn 0 0 0 0 000000 Spillback Cap Reductn 0 0 0 0 000000 Storage Cap Reductn 0 0 0 0 000000 Reduced v/c Ratio 0.11 0.89 0.81 0.50 0.58 0.24 0.51 0.02 0.45 0.27 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.89 Intersection Signal Delay: 39.1 Intersection LOS: D Intersection Capacity Utilization 86.5% 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: Drauden Road & ILL Route 126 105 HCM 6th Roundabout 2: Drauden Road & Renwick Road 05/14/2021 21-041 - Residential Dvp - Plainfield Synchro 11 Report Year 2021 Base Conditions - PM Peak Hour Intersection Intersection Delay, s/veh 11.0 Intersection LOS B Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 199 452 313 712 Demand Flow Rate, veh/h 201 457 313 712 Vehicles Circulating, veh/h 706 327 275 298 Vehicles Exiting, veh/h 304 261 632 486 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 9.2 9.1 6.4 14.8 Approach LOS AAAB Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Follow-Up Headway, s 2.609 2.609 2.609 2.609 Critical Headway, s 4.976 4.976 4.976 4.976 Entry Flow, veh/h 201 457 313 712 Cap Entry Lane, veh/h 672 989 1042 1018 Entry HV Adj Factor 0.990 0.990 1.000 1.000 Flow Entry, veh/h 199 452 313 712 Cap Entry, veh/h 665 978 1042 1018 V/C Ratio 0.299 0.462 0.300 0.699 Control Delay, s/veh 9.2 9.1 6.4 14.8 LOS AAAB 95th %tile Queue, veh 1216 106 Capacity Analysis Summary Sheets No-Build Weekday Morning Peak Hour Conditions 107 Lanes, Volumes, Timings 1: Drauden Road & ILL Route 126 05/14/2021 21-041 - Residential Dvp - Plainfield Synchro 11 Report Year 2027 No-Build Conditions - AM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 88 717 159 149 317 20 198 194 306 32 85 37 Future Volume (vph) 88 717 159 149 317 20 198 194 306 32 85 37 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 2000 1900 1900 2000 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 215 0 300 0 455 395 255 395 Storage Lanes 1 0 1 0 1 1 1 1 Taper Length (ft) 215 210 160 205 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 0.973 0.991 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1805 1798 0 1687 1708 0 1752 1961 1583 902 1942 1369 Flt Permitted 0.448 0.080 0.581 0.623 Satd. Flow (perm) 851 1798 0 142 1708 0 1072 1961 1583 592 1942 1369 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph) 50 50 40 45 Link Distance (ft) 1129 2234 1018 1433 Travel Time (s) 15.4 30.5 17.4 21.7 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 0% 3% 2% 7% 10% 14% 3% 2% 2% 100% 3% 18% Bus Blockages (#/hr)000000000000 Parking (#/hr) Mid-Block Traffic (%) 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 98 974 0 166 374 0 220 216 340 36 94 41 Turn Type pm+pt NA pm+pt NA pm+pt NA Perm pm+pt NA Perm Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 2 6 8 8 4 4 Detector Phase 5 2 1 6 388744 Switch Phase Minimum Initial (s) 3.0 15.0 3.0 15.0 3.0 8.0 8.0 3.0 8.0 8.0 Minimum Split (s) 9.5 24.0 9.5 24.0 9.5 24.0 24.0 9.5 24.0 24.0 Total Split (s) 13.0 56.0 13.0 56.0 13.0 28.0 28.0 13.0 28.0 28.0 Total Split (%) 11.8% 50.9% 11.8% 50.9% 11.8% 25.5% 25.5% 11.8% 25.5% 25.5% Yellow Time (s) 3.5 4.0 3.5 4.0 3.5 4.0 4.0 3.5 4.0 4.0 All-Red Time (s) 0.0 2.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.5 6.0 3.5 6.0 3.5 6.0 6.0 3.5 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Min None C-Min None None None None None None Act Effct Green (s) 60.7 50.2 63.5 51.7 35.4 27.2 27.2 27.6 19.1 19.1 Actuated g/C Ratio 0.55 0.46 0.58 0.47 0.32 0.25 0.25 0.25 0.17 0.17 108 Lanes, Volumes, Timings 1: Drauden Road & ILL Route 126 05/14/2021 21-041 - Residential Dvp - Plainfield Synchro 11 Report Year 2027 No-Build Conditions - AM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.18 1.19 0.78 0.47 0.50 0.45 0.87 0.21 0.28 0.17 Control Delay 10.5 125.5 46.1 22.5 33.0 40.4 64.6 28.4 40.2 38.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 10.5 125.5 46.1 22.5 33.0 40.4 64.6 28.4 40.2 38.5 LOS BF DC CDECDD Approach Delay 115.0 29.8 48.9 37.3 Approach LOS F C D D Queue Length 50th (ft) 28 ~833 62 175 116 137 ~261 17 56 24 Queue Length 95th (ft) 51 #1079 #172 265 184 217 #449 42 104 56 Internal Link Dist (ft) 1049 2154 938 1353 Turn Bay Length (ft) 215 300 455 395 255 395 Base Capacity (vph) 564 821 216 802 438 485 391 182 388 273 Starvation Cap Reductn 0 0 0 0 000000 Spillback Cap Reductn 0 0 0 0 000000 Storage Cap Reductn 0 0 0 0 000000 Reduced v/c Ratio 0.17 1.19 0.77 0.47 0.50 0.45 0.87 0.20 0.24 0.15 Intersection Summary Area Type: Other Cycle Length: 110 Actuated Cycle Length: 110 Offset: 27.5 (25%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 140 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.19 Intersection Signal Delay: 71.8 Intersection LOS: E Intersection Capacity Utilization 90.0% ICU Level of Service E 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: 1: Drauden Road & ILL Route 126 109 HCM 6th Roundabout 2: Drauden Road & Renwick Road 05/14/2021 21-041 - Residential Dvp - Plainfield Synchro 11 Report Year 2027 No-Build Conditions - AM Peak Hour Intersection Intersection Delay, s/veh 10.7 Intersection LOS B Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 272 237 592 429 Demand Flow Rate, veh/h 276 247 604 438 Vehicles Circulating, veh/h 471 617 421 140 Vehicles Exiting, veh/h 107 408 326 724 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 7.9 9.3 15.4 6.7 Approach LOS A A C A Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Follow-Up Headway, s 2.609 2.609 2.609 2.609 Critical Headway, s 4.976 4.976 4.976 4.976 Entry Flow, veh/h 276 247 604 438 Cap Entry Lane, veh/h 854 735 898 1196 Entry HV Adj Factor 0.986 0.959 0.981 0.980 Flow Entry, veh/h 272 237 592 429 Cap Entry, veh/h 842 705 881 1172 V/C Ratio 0.323 0.336 0.672 0.366 Control Delay, s/veh 7.9 9.3 15.4 6.7 LOS A A C A 95th %tile Queue, veh 1152 110 Capacity Analysis Summary Sheets No-Build Weekday Evening Peak Hour Conditions 111 Lanes, Volumes, Timings 1: Drauden Road & ILL Route 126 05/14/2021 21-041 - Residential Dvp - Plainfield Synchro 11 Report Year 2027 No-Build Conditions - PM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 73 552 205 360 609 38 177 167 226 27 219 106 Future Volume (vph) 73 552 205 360 609 38 177 167 226 27 219 106 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 2000 1900 1900 2000 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 215 0 300 0 455 395 255 395 Storage Lanes 1 0 1 0 1 1 1 1 Taper Length (ft) 215 210 160 205 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 0.959 0.991 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1641 1725 0 1787 1814 0 1787 1961 1599 1805 1961 1599 Flt Permitted 0.266 0.074 0.327 0.645 Satd. Flow (perm) 459 1725 0 139 1814 0 615 1961 1599 1226 1961 1599 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph) 50 50 40 45 Link Distance (ft) 1129 2234 1018 1433 Travel Time (s) 15.4 30.5 17.4 21.7 Confl. Peds. (#/hr) 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 (%) 10% 7% 2% 1% 2% 33% 1% 2% 1% 0% 2% 1% Bus Blockages (#/hr)000000000000 Parking (#/hr) Mid-Block Traffic (%) 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 78 805 0 383 688 0 188 178 240 29 233 113 Turn Type pm+pt NA pm+pt NA pm+pt NA Perm pm+pt NA Perm Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 2 6 8 8 4 4 Detector Phase 5 2 1 6 388744 Switch Phase Minimum Initial (s) 3.0 15.0 3.0 15.0 3.0 8.0 8.0 3.0 8.0 8.0 Minimum Split (s) 9.5 24.0 9.5 24.0 9.5 24.0 24.0 9.5 24.0 24.0 Total Split (s) 13.0 58.0 17.0 62.0 13.0 32.0 32.0 13.0 32.0 32.0 Total Split (%) 10.8% 48.3% 14.2% 51.7% 10.8% 26.7% 26.7% 10.8% 26.7% 26.7% Yellow Time (s) 3.5 4.0 3.5 4.0 3.5 4.0 4.0 3.5 4.0 4.0 All-Red Time (s) 0.0 2.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.5 6.0 3.5 6.0 3.5 6.0 6.0 3.5 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Min None C-Min None None None None None None Act Effct Green (s) 62.2 52.0 76.7 64.9 35.4 27.2 27.2 30.2 20.8 20.8 Actuated g/C Ratio 0.52 0.43 0.64 0.54 0.30 0.23 0.23 0.25 0.17 0.17 112 Lanes, Volumes, Timings 1: Drauden Road & ILL Route 126 05/14/2021 21-041 - Residential Dvp - Plainfield Synchro 11 Report Year 2027 No-Build Conditions - PM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.25 1.08 1.11 0.70 0.69 0.40 0.66 0.09 0.69 0.41 Control Delay 12.0 89.4 115.8 27.5 46.3 42.9 52.5 28.3 56.6 47.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 12.0 89.4 115.8 27.5 46.3 42.9 52.5 28.3 56.6 47.4 LOS BF FC DDDCED Approach Delay 82.5 59.1 47.8 51.6 Approach LOS F E D D Queue Length 50th (ft) 22 ~695 ~290 396 113 122 177 16 170 78 Queue Length 95th (ft) 46 #937 #545 620 168 188 263 37 246 130 Internal Link Dist (ft) 1049 2154 938 1353 Turn Bay Length (ft) 215 300 455 395 255 395 Base Capacity (vph) 338 747 345 980 273 450 367 381 424 346 Starvation Cap Reductn 0 0 0 0 000000 Spillback Cap Reductn 0 0 0 0 000000 Storage Cap Reductn 0 0 0 0 000000 Reduced v/c Ratio 0.23 1.08 1.11 0.70 0.69 0.40 0.65 0.08 0.55 0.33 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 110 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.11 Intersection Signal Delay: 62.9 Intersection LOS: E Intersection Capacity Utilization 98.9% ICU Level of Service F Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Drauden Road & ILL Route 126 113 HCM 6th Roundabout 2: Drauden Road & Renwick Road 05/14/2021 21-041 - Residential Dvp - Plainfield Synchro 11 Report Year 2027 No-Build Conditions - PM Peak Hour Intersection Intersection Delay, s/veh 14.8 Intersection LOS B Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 215 489 417 806 Demand Flow Rate, veh/h 217 494 417 806 Vehicles Circulating, veh/h 799 430 310 322 Vehicles Exiting, veh/h 329 297 706 602 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 11.0 11.8 8.2 21.1 Approach LOS B B A C Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Follow-Up Headway, s 2.609 2.609 2.609 2.609 Critical Headway, s 4.976 4.976 4.976 4.976 Entry Flow, veh/h 217 494 417 806 Cap Entry Lane, veh/h 611 890 1006 994 Entry HV Adj Factor 0.991 0.990 1.000 1.000 Flow Entry, veh/h 215 489 417 806 Cap Entry, veh/h 605 881 1006 994 V/C Ratio 0.355 0.555 0.415 0.811 Control Delay, s/veh 11.0 11.8 8.2 21.1 LOS B B A C 95th %tile Queue, veh 2329 114 Capacity Analysis Summary Sheets Projected Weekday Morning Peak Hour Conditions 115 Lanes, Volumes, Timings 1: Drauden Road & ILL Route 126 05/14/2021 21-041 - Residential Dvp - Plainfield Synchro 11 Report Year 2027 Total Projected Conditions - AM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 92 730 159 155 319 20 198 198 318 32 86 38 Future Volume (vph) 92 730 159 155 319 20 198 198 318 32 86 38 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 2000 1900 1900 2000 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 215 0 300 0 455 395 255 395 Storage Lanes 1 0 1 0 1 1 1 1 Taper Length (ft) 215 210 160 205 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 0.973 0.991 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1805 1798 0 1687 1708 0 1752 1961 1583 902 1942 1369 Flt Permitted 0.445 0.080 0.581 0.621 Satd. Flow (perm) 846 1798 0 142 1708 0 1072 1961 1583 590 1942 1369 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph) 50 50 40 45 Link Distance (ft) 1129 2234 1018 1433 Travel Time (s) 15.4 30.5 17.4 21.7 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 0% 3% 2% 7% 10% 14% 3% 2% 2% 100% 3% 18% Bus Blockages (#/hr)000000000000 Parking (#/hr) Mid-Block Traffic (%) 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 102 988 0 172 376 0 220 220 353 36 96 42 Turn Type pm+pt NA pm+pt NA pm+pt NA Perm pm+pt NA Perm Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 2 6 8 8 4 4 Detector Phase 5 2 1 6 388744 Switch Phase Minimum Initial (s) 3.0 15.0 3.0 15.0 3.0 8.0 8.0 3.0 8.0 8.0 Minimum Split (s) 9.5 24.0 9.5 24.0 9.5 24.0 24.0 9.5 24.0 24.0 Total Split (s) 13.0 56.0 13.0 56.0 13.0 28.0 28.0 13.0 28.0 28.0 Total Split (%) 11.8% 50.9% 11.8% 50.9% 11.8% 25.5% 25.5% 11.8% 25.5% 25.5% Yellow Time (s) 3.5 4.0 3.5 4.0 3.5 4.0 4.0 3.5 4.0 4.0 All-Red Time (s) 0.0 2.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.5 6.0 3.5 6.0 3.5 6.0 6.0 3.5 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Min None C-Min None None None None None None Act Effct Green (s) 60.7 50.1 63.3 51.5 35.5 27.3 27.3 27.7 19.2 19.2 Actuated g/C Ratio 0.55 0.46 0.58 0.47 0.32 0.25 0.25 0.25 0.17 0.17 116 Lanes, Volumes, Timings 1: Drauden Road & ILL Route 126 05/14/2021 21-041 - Residential Dvp - Plainfield Synchro 11 Report Year 2027 Total Projected Conditions - AM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.19 1.21 0.81 0.47 0.50 0.45 0.90 0.21 0.28 0.18 Control Delay 10.6 133.3 49.8 22.7 32.9 40.5 68.7 28.4 40.2 38.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 10.6 133.3 49.8 22.7 32.9 40.5 68.7 28.4 40.2 38.6 LOS BF DC CDECDD Approach Delay 121.8 31.2 51.0 37.4 Approach LOS F C D D Queue Length 50th (ft) 29 ~853 66 176 116 140 ~280 17 58 25 Queue Length 95th (ft) 53 #1101 #184 267 184 221 #469 42 105 57 Internal Link Dist (ft) 1049 2154 938 1353 Turn Bay Length (ft) 215 300 455 395 255 395 Base Capacity (vph) 560 819 215 799 439 486 393 183 388 273 Starvation Cap Reductn 0 0 0 0 000000 Spillback Cap Reductn 0 0 0 0 000000 Storage Cap Reductn 0 0 0 0 000000 Reduced v/c Ratio 0.18 1.21 0.80 0.47 0.50 0.45 0.90 0.20 0.25 0.15 Intersection Summary Area Type: Other Cycle Length: 110 Actuated Cycle Length: 110 Offset: 27.5 (25%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 140 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.21 Intersection Signal Delay: 75.6 Intersection LOS: E Intersection Capacity Utilization 91.0% ICU Level of Service E 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: 1: Drauden Road & ILL Route 126 117 HCM 6th Roundabout 2: Drauden Road & Renwick Road 05/14/2021 21-041 - Residential Dvp - Plainfield Synchro 11 Report Year 2027 Total Projected Conditions - AM Peak Hour Intersection Intersection Delay, s/veh 11.3 Intersection LOS B Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 272 244 596 466 Demand Flow Rate, veh/h 276 254 608 476 Vehicles Circulating, veh/h 509 621 445 140 Vehicles Exiting, veh/h 107 432 340 735 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 8.4 9.5 16.6 7.1 Approach LOS A A C A Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Follow-Up Headway, s 2.609 2.609 2.609 2.609 Critical Headway, s 4.976 4.976 4.976 4.976 Entry Flow, veh/h 276 254 608 476 Cap Entry Lane, veh/h 821 732 876 1196 Entry HV Adj Factor 0.986 0.960 0.981 0.979 Flow Entry, veh/h 272 244 596 466 Cap Entry, veh/h 810 703 859 1171 V/C Ratio 0.336 0.347 0.694 0.398 Control Delay, s/veh 8.4 9.5 16.6 7.1 LOS A A C A 95th %tile Queue, veh 1262 118 HCM 6th TWSC 3: Proposed Access Drive & ILL Route 126 05/14/2021 21-041 - Residential Dvp - Plainfield Synchro 11 Report Year 2027 Total Projected Conditions - AM Peak Hour Intersection Int Delay, s/veh 0.7 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 964 5 3 552 17 17 Future Vol, veh/h 964 5 3 552 17 17 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 3 0 0 10 0 0 Mvmt Flow 1015 5 3 581 18 18 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 1020 0 1605 1018 Stage 1 - - - - 1018 - Stage 2 - - - - 587 - Critical Hdwy - - 4.1 - 6.4 6.2 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy - - 2.2 - 3.5 3.3 Pot Cap-1 Maneuver - - 688 - 117 291 Stage 1 - - - - 352 - Stage 2 - - - - 560 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 688 - 116 291 Mov Cap-2 Maneuver - - - - 116 - Stage 1 - - - - 352 - Stage 2 - - - - 557 - Approach EB WB NB HCM Control Delay, s 0 0.1 32.6 HCM LOS D Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 166 - - 688 - HCM Lane V/C Ratio 0.216 - - 0.005 - HCM Control Delay (s) 32.6 - - 10.3 0 HCM Lane LOS D - - B A HCM 95th %tile Q(veh) 0.8 - - 0 - 119 HCM 6th TWSC 4: Drauden Road & Proposed Access Drive 05/14/2021 21-041 - Residential Dvp - Plainfield Synchro 11 Report Year 2027 Total Projected Conditions - AM Peak Hour Intersection Int Delay, s/veh 0.7 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 16 34 10 698 393 7 Future Vol, veh/h 16 34 10 698 393 7 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 185 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 0 00230 Mvmt Flow 17 36 11 735 414 7 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1175 418 421 0 - 0 Stage 1 418 ----- Stage 2 757 ----- 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 214 639 1149 - - - Stage 1 669 ----- Stage 2 467 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 212 639 1149 - - - Mov Cap-2 Maneuver 212 ----- Stage 1 662 ----- Stage 2 467 ----- Approach EB NB SB HCM Control Delay, s 15.7 0.1 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1149 - 389 - - HCM Lane V/C Ratio 0.009 - 0.135 - - HCM Control Delay (s) 8.2 - 15.7 - - HCM Lane LOS A - C - - HCM 95th %tile Q(veh) 0 - 0.5 - - 120 Capacity Analysis Summary Sheets Projected Weekday Evening Peak Hour Conditions 121 Lanes, Volumes, Timings 1: Drauden Road & ILL Route 126 05/14/2021 21-041 - Residential Dvp - Plainfield Synchro 11 Report Year 2027 Total Projected Conditions - PM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 75 559 205 377 617 38 177 170 233 27 225 108 Future Volume (vph) 75 559 205 377 617 38 177 170 233 27 225 108 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 2000 1900 1900 2000 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 215 0 300 0 455 395 255 395 Storage Lanes 1 0 1 0 1 1 1 1 Taper Length (ft) 215 210 160 205 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 0.960 0.991 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1641 1726 0 1787 1814 0 1787 1961 1599 1805 1961 1599 Flt Permitted 0.252 0.074 0.321 0.643 Satd. Flow (perm) 435 1726 0 139 1814 0 604 1961 1599 1222 1961 1599 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph) 50 50 40 45 Link Distance (ft) 1129 2234 1018 1433 Travel Time (s) 15.4 30.5 17.4 21.7 Confl. Peds. (#/hr) 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 (%) 10% 7% 2% 1% 2% 33% 1% 2% 1% 0% 2% 1% Bus Blockages (#/hr)000000000000 Parking (#/hr) Mid-Block Traffic (%) 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 80 813 0 401 696 0 188 181 248 29 239 115 Turn Type pm+pt NA pm+pt NA pm+pt NA Perm pm+pt NA Perm Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 2 6 8 8 4 4 Detector Phase 5 2 1 6 388744 Switch Phase Minimum Initial (s) 3.0 15.0 3.0 15.0 3.0 8.0 8.0 3.0 8.0 8.0 Minimum Split (s) 9.5 24.0 9.5 24.0 9.5 24.0 24.0 9.5 24.0 24.0 Total Split (s) 13.0 58.0 17.0 62.0 13.0 32.0 32.0 13.0 32.0 32.0 Total Split (%) 10.8% 48.3% 14.2% 51.7% 10.8% 26.7% 26.7% 10.8% 26.7% 26.7% Yellow Time (s) 3.5 4.0 3.5 4.0 3.5 4.0 4.0 3.5 4.0 4.0 All-Red Time (s) 0.0 2.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.5 6.0 3.5 6.0 3.5 6.0 6.0 3.5 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Min None C-Min None None None None None None Act Effct Green (s) 62.2 52.0 76.3 64.4 35.8 27.6 27.6 30.6 21.2 21.2 Actuated g/C Ratio 0.52 0.43 0.64 0.54 0.30 0.23 0.23 0.26 0.18 0.18 122 Lanes, Volumes, Timings 1: Drauden Road & ILL Route 126 05/14/2021 21-041 - Residential Dvp - Plainfield Synchro 11 Report Year 2027 Total Projected Conditions - PM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.26 1.09 1.19 0.72 0.69 0.40 0.68 0.08 0.69 0.41 Control Delay 12.4 92.9 142.0 28.4 46.0 42.6 52.7 28.0 56.3 47.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 12.4 92.9 142.0 28.4 46.0 42.6 52.7 28.0 56.3 47.0 LOS BF FC DDDCED Approach Delay 85.7 69.9 47.7 51.4 Approach LOS F E D D Queue Length 50th (ft) 22 ~708 ~328 410 112 124 182 16 174 79 Queue Length 95th (ft) 47 #949 #578 632 168 191 272 37 252 133 Internal Link Dist (ft) 1049 2154 938 1353 Turn Bay Length (ft) 215 300 455 395 255 395 Base Capacity (vph) 327 747 338 973 273 454 370 384 424 346 Starvation Cap Reductn 0 0 0 0 000000 Spillback Cap Reductn 0 0 0 0 000000 Storage Cap Reductn 0 0 0 0 000000 Reduced v/c Ratio 0.24 1.09 1.19 0.72 0.69 0.40 0.67 0.08 0.56 0.33 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 120 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.19 Intersection Signal Delay: 67.7 Intersection LOS: E Intersection Capacity Utilization 100.5% ICU Level of Service G 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: 1: Drauden Road & ILL Route 126 123 HCM 6th Roundabout 2: Drauden Road & Renwick Road 05/14/2021 21-041 - Residential Dvp - Plainfield Synchro 11 Report Year 2027 Total Projected Conditions - PM Peak Hour Intersection Intersection Delay, s/veh 15.8 Intersection LOS C Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 215 510 430 826 Demand Flow Rate, veh/h 217 515 430 826 Vehicles Circulating, veh/h 819 443 323 322 Vehicles Exiting, veh/h 329 310 713 636 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 11.3 12.8 8.5 22.7 Approach LOS B B A C Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Follow-Up Headway, s 2.609 2.609 2.609 2.609 Critical Headway, s 4.976 4.976 4.976 4.976 Entry Flow, veh/h 217 515 430 826 Cap Entry Lane, veh/h 599 878 993 994 Entry HV Adj Factor 0.991 0.990 1.000 1.000 Flow Entry, veh/h 215 510 430 826 Cap Entry, veh/h 593 870 993 994 V/C Ratio 0.363 0.586 0.433 0.831 Control Delay, s/veh 11.3 12.8 8.5 22.7 LOS B B A C 95th %tile Queue, veh 2 4 2 10 124 HCM 6th TWSC 3: Proposed Access Drive & ILL Route 126 05/14/2021 21-041 - Residential Dvp - Plainfield Synchro 11 Report Year 2027 Total Projected Conditions - PM Peak Hour Intersection Int Delay, s/veh 0.4 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 830 16 10 892 9 9 Future Vol, veh/h 830 16 10 892 9 9 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 7 00200 Mvmt Flow 874 17 11 939 9 9 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 891 0 1844 883 Stage 1 - - - - 883 - Stage 2 - - - - 961 - Critical Hdwy - - 4.1 - 6.4 6.2 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy - - 2.2 - 3.5 3.3 Pot Cap-1 Maneuver - - 769 - 83 348 Stage 1 - - - - 408 - Stage 2 - - - - 374 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 769 - 81 348 Mov Cap-2 Maneuver - - - - 81 - Stage 1 - - - - 408 - Stage 2 - - - - 363 - Approach EB WB NB HCM Control Delay, s 0 0.1 37.1 HCM LOS E Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 131 - - 769 - HCM Lane V/C Ratio 0.145 - - 0.014 - HCM Control Delay (s) 37.1 - - 9.7 0 HCM Lane LOS E - - A A HCM 95th %tile Q(veh) 0.5 - - 0 - 125 HCM 6th TWSC 4: Drauden Road & Proposed Access Drive 05/14/2021 21-041 - Residential Dvp - Plainfield Synchro 11 Report Year 2027 Total Projected Conditions - PM Peak Hour Intersection Int Delay, s/veh 0.7 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 10 19 32 570 784 23 Future Vol, veh/h 10 19 32 570 784 23 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 185 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 0 00220 Mvmt Flow 11 20 34 600 825 24 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1505 837 849 0 - 0 Stage 1 837 ----- Stage 2 668 ----- 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 135 370 798 - - - Stage 1 428 ----- Stage 2 513 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 129 370 798 - - - Mov Cap-2 Maneuver 129 ----- Stage 1 410 ----- Stage 2 513 ----- Approach EB NB SB HCM Control Delay, s 23.5 0.5 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 798 - 225 - - HCM Lane V/C Ratio 0.042 - 0.136 - - HCM Control Delay (s) 9.7 - 23.5 - - HCM Lane LOS A - C - - HCM 95th %tile Q(veh) 0.1 - 0.5 - - 126 Turn Lane Warrants 127 Right Turn Lane Warrant IL 126 and the Proposed Access Drive PM Peak Hour: (846,16) AM Peak Hour: (969,5) 128 Left Turn Lane Warrant IL 126 and the Proposed Access Drive PM Peak Hour: (902,846, 1%) AM Peak Hour: (555, 969, 0.5%) 129 Right Turn Lane Warrant Drauden Road and the Proposed Access Drive PM Peak Hour: (807,23) AM Peak Hour: (400,7) 130 131 132 133 134 135 14926 S RT 59 Source: Esri, Maxar, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community, Sources: Esri, SubAddresses Village Address Points Parcels Plainfield Municipal Boundary 4/28/2021, 3:04:41 PM 0 0.01 0.020.01 mi 0 0.02 0.040.01 km 1:1,128 Plainfield Staff County of Will, Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USDA | Plainfield GIS | Plainfield GIS | Will County GIS | NPMS National Repository | Will County, Maxar, Microsoft |136 137 138 139 140 141 Pa g e 1 o f 2 AG i 3 2 ® V e r s i o n 1 9 . 1 5 . 0 NO T I C E : T H I S D R A W I N G I S T H E E X C L U S I V E P R O P E R T Y O F D R K E N T E R P R I S E L L C / L E D L I G H T I N G S U P P L Y ( L L S ) . IT S A C C E P T A N C E C O N S T I T U T E S A N A G R E E M E N T T H A T T H E D R A W I N G W I L L B E T R E A T E D A S CO N F I D E N T I A L . T H I S D R A W I N G I S T O B E U S E D F O R N O P U R P O S E O T H E R T H A N A S D E T A I L E D IN F O R M A T I O N C O N C E R N I N G T H E O P E R A T I O N O F U N I T S F U R N I S H E D B Y L L S . I T I S T O B E RE T U R N E D U P O N R E Q U E S T A N D I S N O T T O B E C O M M U N I C A T E D , D I S C L O S E D O R C O P I E D ; E X C E P T AS E X P R E S S L Y A U T H O R I Z E D B Y D R K E N T E R P R I S E L L C / L E D L I G H T I N G S U P P L Y . NO T I C E : T H E I N T E N T O F T H I S L I G H T I N G L A Y O U T I S T O S U G G E S T T H E B E S T U T I L I Z A T I O N O F L I G H T I N G F I X T U R E S PR O V I D E D B Y D R K E N T E R P R I S E L L C / L E D L I G H T I N G S U P P L Y . I T I S P R O V I D E D U S I N G F I X T U R E P H O T O M E T R I C S FU R N I S H E D B Y D R K E N T E R P R I S E L L C / L E D L I G H T I N G S U P P L Y . A N Y V A R I A T I O N I N F I X T U R E P E R F O R M A N C E FR O M P E R F O R M A N C E S H O W N I N I E S F I L E I S T H E R E S P O N S I B I L I T Y O F T H E M A N U F A C T U R E R . I T ' S U S E F O R A N Y OT H E R P U R P O S E I S N O T A U T H R O I Z E D B Y D R K E N T E R P R I S E L L C / L E D L I G H T I N G S U P P L Y . DR K E n t e r p r i s e s L L C / L E D L i g h t i n g S u p p l y 1 C h e s t n u t S t r e e t , 4 M Na s h u a , N H 0 3 0 6 0 (8 8 8 ) 4 2 3 - 3 1 9 1 ww w . l e d l i g h t i n g s u p p l y . c o m DA T E : 3/ 2 3 / 2 0 2 1 RE F N O . Pa r k i n g L o t . A G I SC A L E : AS S H O W N Li g h t i n g S p e c i a l i s t NO T E S : 1) E X A C T M O U N T I N G D E T A I L S T O B E D E T E R M I N E D A T J O B S I T E B Y O T H E R S . 2) C A L C U L A T I O N S S H O W T H E E F F E C T O F S H A D O W I N G C A U S E D B Y O B J E C T S W I T H I N T H E A R E A . 3) R E A D I N G S S H O W N A R E M A I N T A I N E D H O R I Z O N T A L F O O T C A N D L E S T A K E N A S S H O W N I N N U M E R I C S U M M A R Y 4) F I X T U R E O R I E N T A T I O N I S S U C H T H A T 0 I S T O T H E R I G H T O F T H E D R A W I N G A N D 9 0 I S T O T H E T O P O F T H E D R A W I N G AS S H O W N . 5) T I L T A N G L E I S T H E R A I S I N G A N D L O W E R I N G O F T H E F I X T U R E H E A D . 6) T H E L A Y O U T D R A W I N G M U S T B E C O O R D I N A T E D W I T H T H E S I T E L O C A T I O N F O R C O R R E C T F I X T U R E O R I E N T A T I O N . 7) C H E C K G R A P H I C S C A L E . D O C U M E N T S P R I N T E D O R P L O T T E D F R O M E L E C T R O N I C F I L E S M A Y O C C U R A T O T H E R T H A N TH E D E S I R E D O R A S S U M E D G R A P H I C S C A L E S . I T I S T H E R E S P O N S I B I L I T Y O F T H E R E C I P I E N T T O V E R I F Y T H A T T H E PR I N T E D O R P L O T T E D - T O - S C A L E D R A W I N G I S P R I N T E D T O S C A L E . 8) L U M I N A I R E L U M E N S = L U M E N S L E A V I N G L U M I N A I R E W I T H E F F I C I E N C Y C O N S I D E R E D . Yo u s h o u l d n o t e x p e c t t h e s a m e l i g h t i n g r e s u l t s i n d i c a t e d b y t h e l i g h t i n g p l a n i f t h e f i x t u r e i s s w a p p e d ou t f o r a n o t h e r f i x t u r e . WS R E n t e r p r i s e s P a r k i n g L o t Je f f C e s e n a r o jc e s e n a r o @ l e d l i g h t i n g s u p p l y . c o m Luminaire Schedule Symbol Qty Label Arrangement Total Lamp Lumens LLF Luminaire Location Summary Label X Calculation Summary Label Units 2 MLLG-AL-LED-SB-100-50-T3 SINGLE 13675 1.000 Y Z Orient Tilt MLLG-AL-LED-SB-100-50-T3 247 170 Avg 20 180 0 MLLG-AL-LED-SB-100-50-T3 247 230 20 180 0 MLLG-AL-LED-WPSC-40-5000K-IES 176.511 157.278 15 40 0 6 MLLG-AL-LED-WPFC2-30-50_IESNA SINGLE MLLG-AL-LED-WPSC-40-5000K-IES 160.511 Max Min Avg/Min Max/Min N.A.1.000 178.766 15 40 0 MLLG-AL-LED-WPSC-40-5000K-IES Parking Lot 153.978 210.301 15 40 0 MLLG-AL-LED-WPSC-40-5000K-IES 154 244.211 15 310 0 MLLG-AL-LED-WPFC2-30-50_IESNA Fc 1.93 9.8 0.0 N.A. 153.255 249.278 15 45 0 MLLG-AL-LED-WPFC2-30-50_IESNA 70 181 15 217 0 MLLG-AL-LED-WPFC2-30-50_IESNA N.A. 96.977 143.978 15 217 0 MLLG-AL-LED-WPFC2-30-50_IESNA 121 114 15 217 0 MLLG-AL-LED-WPFC2-30-50_IESNA 154.767 99.489 15 310 0 MLLG-AL-LED-WPFC2-30-50_IESNA 179.79 118.467 15 310 0 4 MLLG-AL-LED-WPSC-40-5000K-IES SINGLE 5303.3 1.000 14 9 2 6 S o u t h R o u t e # 5 9 P l a i n f i e l d , I L 6 0 5 4 4 142 Pa g e 2 o f 2 AG i 3 2 ® V e r s i o n 1 9 . 1 5 . 0 NO T I C E : T H I S D R A W I N G I S T H E E X C L U S I V E P R O P E R T Y O F D R K E N T E R P R I S E L L C / L E D L I G H T I N G S U P P L Y ( L L S ) . IT S A C C E P T A N C E C O N S T I T U T E S A N A G R E E M E N T T H A T T H E D R A W I N G W I L L B E T R E A T E D A S CO N F I D E N T I A L . T H I S D R A W I N G I S T O B E U S E D F O R N O P U R P O S E O T H E R T H A N A S D E T A I L E D IN F O R M A T I O N C O N C E R N I N G T H E O P E R A T I O N O F U N I T S F U R N I S H E D B Y L L S . I T I S T O B E RE T U R N E D U P O N R E Q U E S T A N D I S N O T T O B E C O M M U N I C A T E D , D I S C L O S E D O R C O P I E D ; E X C E P T AS E X P R E S S L Y A U T H O R I Z E D B Y D R K E N T E R P R I S E L L C / L E D L I G H T I N G S U P P L Y . NO T I C E : T H E I N T E N T O F T H I S L I G H T I N G L A Y O U T I S T O S U G G E S T T H E B E S T U T I L I Z A T I O N O F L I G H T I N G F I X T U R E S PR O V I D E D B Y D R K E N T E R P R I S E L L C / L E D L I G H T I N G S U P P L Y . I T I S P R O V I D E D U S I N G F I X T U R E P H O T O M E T R I C S FU R N I S H E D B Y D R K E N T E R P R I S E L L C / L E D L I G H T I N G S U P P L Y . A N Y V A R I A T I O N I N F I X T U R E P E R F O R M A N C E FR O M P E R F O R M A N C E S H O W N I N I E S F I L E I S T H E R E S P O N S I B I L I T Y O F T H E M A N U F A C T U R E R . I T ' S U S E F O R A N Y OT H E R P U R P O S E I S N O T A U T H R O I Z E D B Y D R K E N T E R P R I S E L L C / L E D L I G H T I N G S U P P L Y . DR K E n t e r p r i s e s L L C / L E D L i g h t i n g S u p p l y 1 C h e s t n u t S t r e e t , 4 M Na s h u a , N H 0 3 0 6 0 (8 8 8 ) 4 2 3 - 3 1 9 1 ww w . l e d l i g h t i n g s u p p l y . c o m DA T E : 3/ 2 3 / 2 0 2 1 RE F N O . Pa r k i n g L o t . A G I SC A L E : AS S H O W N Li g h t i n g S p e c i a l i s t NO T E S : 1) E X A C T M O U N T I N G D E T A I L S T O B E D E T E R M I N E D A T J O B S I T E B Y O T H E R S . 2) C A L C U L A T I O N S S H O W T H E E F F E C T O F S H A D O W I N G C A U S E D B Y O B J E C T S W I T H I N T H E A R E A . 3) R E A D I N G S S H O W N A R E M A I N T A I N E D H O R I Z O N T A L F O O T C A N D L E S T A K E N A S S H O W N I N N U M E R I C S U M M A R Y 4) F I X T U R E O R I E N T A T I O N I S S U C H T H A T 0 I S T O T H E R I G H T O F T H E D R A W I N G A N D 9 0 I S T O T H E T O P O F T H E D R A W I N G AS S H O W N . 5) T I L T A N G L E I S T H E R A I S I N G A N D L O W E R I N G O F T H E F I X T U R E H E A D . 6) T H E L A Y O U T D R A W I N G M U S T B E C O O R D I N A T E D W I T H T H E S I T E L O C A T I O N F O R C O R R E C T F I X T U R E O R I E N T A T I O N . 7) C H E C K G R A P H I C S C A L E . D O C U M E N T S P R I N T E D O R P L O T T E D F R O M E L E C T R O N I C F I L E S M A Y O C C U R A T O T H E R T H A N TH E D E S I R E D O R A S S U M E D G R A P H I C S C A L E S . I T I S T H E R E S P O N S I B I L I T Y O F T H E R E C I P I E N T T O V E R I F Y T H A T T H E PR I N T E D O R P L O T T E D - T O - S C A L E D R A W I N G I S P R I N T E D T O S C A L E . 8) L U M I N A I R E L U M E N S = L U M E N S L E A V I N G L U M I N A I R E W I T H E F F I C I E N C Y C O N S I D E R E D . Yo u s h o u l d n o t e x p e c t t h e s a m e l i g h t i n g r e s u l t s i n d i c a t e d b y t h e l i g h t i n g p l a n i f t h e f i x t u r e i s s w a p p e d ou t f o r a n o t h e r f i x t u r e . WS R E n t e r p r i s e s P a r k i n g L o t Je f f C e s e n a r o jc e s e n a r o @ l e d l i g h t i n g s u p p l y . c o m 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.2 0.3 0.5 0.5 0.3 0.2 0.2 0.3 0.2 0.8 1.7 1.6 0.8 0.4 0.2 0.2 0.7 1.0 0.6 4.8 4.6 1.7 0.9 0.5 0.3 0.2 0.6 2.0 4.0 2.3 2.5 1.3 0.5 0.3 0.3 0.4 0.9 2.6 6.4 2.7 0.8 0.4 0.4 0.5 0.5 0.5 1.0 1.3 1.5 1.8 0.8 0.6 0.6 0.7 0.9 0.7 0.3 1.0 3.0 3.7 0.7 0.8 1.0 1.3 1.5 1.2 0.4 1.2 4.2 1.7 1.1 1.1 1.5 2.3 2.7 2.2 0.4 0.6 0.9 7.9 3.3 1.6 1.4 2.1 3.7 5.1 3.9 0.4 1.1 1.6 1.0 4.9 5.9 3.2 1.7 1.6 2.6 5.0 7.7 6.0 0.2 0.7 2.7 5.2 5.9 3.0 1.9 1.4 1.6 2.6 4.9 7.4 5.8 0.2 0.7 2.4 5.9 4.9 2.3 1.3 1.2 1.5 2.3 3.7 5.0 3.9 0.1 0.3 0.9 3.6 2.5 1.7 1.1 1.0 1.4 2.0 2.9 3.6 2.9 0.1 6.1 3.1 1.5 1.0 1.0 1.3 2.0 3.1 3.8 3.1 0.0 6.2 6.5 3.1 1.5 0.9 0.9 1.4 2.3 4.0 5.5 4.3 0.0 1.6 3.8 4.4 2.7 1.3 0.8 0.9 1.4 2.5 4.9 7.6 6.0 0.0 5.7 7.4 3.1 1.3 0.7 0.8 1.2 2.3 4.5 7.0 5.5 0.0 9.8 3.1 1.1 0.6 0.6 1.0 1.7 3.1 4.2 3.3 0.0 3.9 4.5 1.6 0.7 0.5 0.5 0.7 1.1 1.7 2.2 1.8 0.0 0.5 1.0 1.1 0.6 0.4 0.3 0.3 0.4 0.7 1.0 1.2 1.0 0.2 0.2 0.3 0.3 0.2 0.2 0.2 0.3 0.4 0.5 0.6 0.5 14 9 2 6 S o u t h R o u t e # 5 9 P l a i n f i e l d , I L 6 0 5 4 4 143