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09-13-2021 COW Agenda and Packet
Committee of the Whole Workshop of the President and the Board of Trustees Monday, September 13, 2021 7:00 PM 24401 W. Lockport Street Plainfield, IL 60544 In the Boardroom Agenda A. CALL TO ORDER, ROLL CALL, PLEDGE B. APPROVAL OF THE MINUTES B.1.Approval of the Minutes of the Special Meeting, Committee of the Whole Workshop, and Executive Session held on August 23, 2021. 08-23-2021 Special Meeting Minutes 08-23-2021 COW Minutes C. PRESIDENTIAL COMMENTS D. TRUSTEES COMMENTS E. PUBLIC COMMENTS (3-5 minutes) F. WORKSHOP F.1.ONYX AT RED FOX FARM (CASE NUMBER 1908-012021.AA/REZ/SU/PP/SPR) The applicant will present plans for a 238-unit townhome development proposed near the southwest corner of Route 126 and Drauden Road. Development of the project would involve annexation by annexation agreement, rezoning to R-3 (Townhome Residence District), special use for planned development and site plan review. Onyx at Red Fox Farm Staff Report REMINDERS - • September 20 Village Board Meeting – 7:00 p.m. • September 21 Plan Commission – 7:00 p.m. • September 27 Next Committee of the Whole Workshop – 7:00 p.m. 1 VILLAGE OF PLAINFIELD SPECIAL MEETING MINUTES AUGUST 23, 2021 AT: VILLAGE HALL BOARD PRESENT: J.ARGOUDELIS, P.KALKANIS, C.LARSON, T.RUANE, B.WOJOWSKI, H.BENTON, AND K.CALKINS. OTHERS PRESENT: T.PLECKHAM, ASSISTANT VILLAGE ADMINISTRATOR; J.HARVEY, ATTORNEY; M.GIBAS, VILLAGE CLERK; D.KISSEL, WASTEWATER SUPERINTENDENT; J.PROULX, PLANNING DIRECTOR; L.SPIRES, BUILDING OFFICIAL; AND J.KONOPEK, CHIEF OF POLICE. CALL TO ORDER, ROLL CALL, PLEDGE Mayor Argoudelis called the meeting to order at 7:00 p.m. Roll call was taken, all Trustees were present. Mayor Argoudelis led the Pledge of Allegiance. There were approximately 15 persons in the audience. PROCLAIM SEPTEMBER 17-24, 2021 AS CONSTITUTION WEEK Mayor Argoudelis proclaimed September 17-24, 2021 as Constitution Week. Ms. Pauline Herpy was present to accept the Proclamation. PUBLIC COMMENTS (3-5) Minutes Mike Collins expressed concern regarding pending litigation with Mayor Argoudelis, comments made by Mayor Argoudelis regarding Village accomplishments, and text messages at the dias during Board Meetings. Mr. Collins also inquired about flying a Blue Lives Matter Flag. Theresa Scarcelli expressed concern regarding the triangle lot on Route 59. Mike Scarcelli expressed concern regarding the triangle lot on Route 59. BUSINESS MEETING 1) APPROVAL OF THE AGENDA Trustee Benton moved to approve the Agenda. Second by Trustee Wojowski. Vote by roll call. Kalkanis, yes; Larson, yes; Ruane, yes; Wojowski, yes; Benton, yes; Calkins, yes. 6 yes, 0 no. Motion carried. 2) INFRA GRANT Trustee Ruane moved to authorize the Village President to execute a term sheet between the United States Department of Transportation (the “USDOT”) and the Village of Plainfield (the “Project Sponsor”) as this term sheet reflects the conditional selection of the Project Sponsor to receive an INFRA Grant, totaling $5M, for the Illinois Route 126 Re-Route –143rd Street East Extension Project. Second by Trustee Larson. Mr. Doug Kissel and Mr. Tice Cole gave an overview of the grant. Trustee Calkins moved to table the item. There was no second to the motion. Vote by roll call. Wojowski, yes; Benton, yes; Calkins, no; Kalkanis, yes; Larson, yes; Ruane, yes. 5 yes, 1 no. Motion carried. 2 Village of Plainfield Special Meeting Minutes – August 23, 2021 Page 2 Trustee Benton moved to adjourn. Second by Trustee Wojowski. Voice Vote. All in favor, 0 opposed. Motion carried. The meeting adjourned at 7:21 p.m. Michelle Gibas, Village Clerk 3 Minutes of the Committee of the Whole Workshop of the President and the Board of Trustees Held on August 23, 2021 In the Boardroom Mayor Argoudelis called the meeting to order at 7:22 p.m. Board Present: Mayor Argoudelis, Trustee Kalkanis, Trustee Larson, Trustee Ruane, Trustee Wojowski, Trustee Benton, and Trustee Calkins. Others Present: Traci Pleckham, Interim Village Administrator; Jim Harvey, Attorney; Michelle Gibas, Village Clerk; Jon Proulx, Planning Director; Doug Kissel, Wastewater Superintendent; Lonnie Spires, Building Official; and John Konopek, Chief of Police. There were approximately 15 persons in the audience. Trustee Wojowski moved to approve the Minutes Committee of the Whole Workshop held on August 9, 2021. Second by Trustee Benton. Voice Vote. All in favor, 0 opposed. Motion carried. PRESIDENTIAL COMMENTS Mayor Argoudelis: Commented on the Administrator search. Reminded everyone that tomorrow is the last Cruise Night of the year. TRUSTEE COMMENTS Trustee Wojowski inquired about the lead line replacement for the Olde Town Project. Interim Village Administrator Pleckham stated that the project would be consistent with the Village Green Project. Trustee Larson: Commented on the pending litigation with Mayor Argoudelis and requested an update. Requested a list of Plan Commission applicants. Inquired as to why Jim Harvey has not yet been appointed as the Village Attorney. Inquired about invoicing from the attorney. Expressed concern that the Mayor contacted the Governor’s Legal Affairs office regarding mask requirements. Stated that she would not be approving any invoices from Jim Harvey’s Office. Stated that she wants outside legal counsel. Mayor Argoudelis addressed Trustee Larson’s comments. Trustee Benton: Stated that the bantering is ridiculous. Commented on the speed sensor sign on Meadow. Requested traffic visuals for Fieldbrook Drive. Trustee Calkins expressed concern with the bantering. Trustee Ruane asked the staff to look into prohibiting parking on both sides of Commercial Street from Ottawa to Fox River. Trustee Wojowski commented on transportation issues with the School District and thanked them for their quick response. 4 Village of Plainfield Committee of the Whole Meeting Minutes – August 23, 2021 Page 2 PUBLIC COMMENTS Mark Swain expressed concern regarding zoning for the triangle lot. John Cavanaugh expressed concern regarding zoning for the triangle lot. Melissa Biernat expressed concern regarding zoning for the triangle lot. WORKSHOP 1) MCMICKEN ASSEMBLAGE PARCEL 1 (NWC OF 135TH STREET AND HEGGS ROAD) Director Proulx stated that the applicant has submitted a concept plan for the property located at the northwest corner of 135th Street and Heggs Road. The applicant is proposing 91 single-family residential lots, one open space, and two stormwater management sites. The subject subdivision is part of the McMicken Assemblage master plan as Pod 1. The annexation agreement was approved in 2004. Mr. Scott Shelton, Ryan Homes, gave a presentation highlighting the site plan, proposed modifications, and proposed elevations. Trustee Wojowski expressed concern regarding access to the subdivision. Trustee Benton expressed concern regarding access, retention/detention overflow requirements, straight streets, and suggested a centralized park. Trustee Ruane expressed concern with the straight streets, cul-de-sacs, and monotony. Trustee Kalkanis expressed concern regarding the straight streets and lack of housing for bigger families. Trustee Larson expressed concern regarding cul-de-sacs as well as several of the lots. Mayor Argoudelis stated that the plan could be better and would like to see connectivity and open space. The applicant will continue working with staff. 2) 14926 S. ROUTE 59 MULTI-TENANT RETAL (CASE NO. 1926-042721.REZ/SPR) Director Proulx stated that there was some concern regarding zoning the last time this proposal was brought to the Board. Mr. Proulx reviewed uses in the B1 and B3 zoning districts and pointed out some options regarding hybrid zoning or prohibiting/permitted uses in the B1 and B3 districts. Trustee Benton expressed concern regarding traffic and parking and suggested looking at business restrictions for the parcel. Trustee Wojowski stated that he leans towards being more restrictive with a special use or on a case-by case basis. Trustee Ruane stated that he agrees with restrictive use, expressed concern regarding the parking lot, and suggested a slightly smaller building. Trustee Kalkanis stated that she wants to work with the applicant and the residents and suggested making the building smaller and agreeing to not allow specific types of businesses. Trustee Larson stated that she agrees with Trustee Ruane on zoning, parking lot, and building footprint. The applicant will continue working with staff. Mayor Argoudelis read the reminders. 5 Village of Plainfield Committee of the Whole Meeting Minutes – August 23, 2021 Page 3 EXECUTIVE SESSION Trustee Ruane moved to adjourn to Executive Session as permitted under the Open Meetings Act, under Section 2 (c)(5) to discuss property acquisition, not to reconvene. Second by Trustee Benton. Vote by roll call. Kalkanis, yes; Larson, yes; Ruane, yes; Wojowski, yes; Benton, yes; Calkins, yes. 6 yes, 0 no. Motion carried. The meeting adjourned at 8:44 p.m. Michelle Gibas, Village Clerk 6 7 8 9 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, Parcels Plainfield Municipal Boundary 9/9/2021, 2:17:35 PM 0 0.1 0.20.05 mi 0 0.15 0.30.07 km 1:9,028 Plainfield Staff County of Will, Esri, HERE, Garmin, INCREMENT P, Intermap, USGS, METI/NASA, EPA, USDA | Plainfield GIS | Will County GIS | NPMS National Repository | Village of Plainfield GIS Department | Will County, Maxar |10 XXXXXXXXONLY ONLY IL ROUTE 126 (LOCKPORT STREET)DRAUDEN ROADDETENTION AREA 17'B-B8'25'B-B3 STALLS=66.0' 4 STALLS=88.3'7 STALLS=154.0' 7 STALLS=154.0'3 STALLS=66.0' 14 STALLS=308.0'4 STALLS=88.0'3 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-B28.0'B-B4 STALLS=36.0'8 STALLS=175.0'5 STALLS =109.5'CLUB HOUSE 27.0'8 STALLS=72.0'2 STALLS=18.0'21.0' 20.0' TYP 20.0' TYP 56.0'77.0' 20' TYP 9 STALLS =198.0'7 STALLS=154.0'28.0'B-B20.0' TYP 20.0' TYP 28.0' B-B 20.0' 20.0'20.0' 5' SIDEWALK (TYP)60.5'R25.5'R20.5 'R138.0'R25.5'R20.5'R87 . 5 ' R 60 . 5 ' R 4 0 . 5 'R 28.0' B-B 2 1 3671011 5 4891213 14 15 1617 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 STALLS=89.0'10 STALLS=85 .0 ' 26' TYP43.1'46.0'46.0'56.0'20.0'23.0'20.0'23.0' PAVEMENT LEGEND STANDARD DUTY BITUMINOUS PAVEMENT HEAVY DUTY BITUMINOUS PAVEMENT PCC SIDEWALK ASPHALT PATH 1" = ' (HORIZONTAL) '' 60 120600 3110 WOODCREEK DRIVEDOWNERS GROVE, IL 60515P: 630.598.0007WWW.CAGECIVIL.COMCAGECIVIL ENGINEERINGSHEET 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 12PRELIMINARY ENGINEERING FORONYX ON DRAUDENW. LOCKPORT ST & DRAUDEN RDPLAINFIELD, ILLINOIS210012 AMS/FWT 03/29/2021 JULIE CALL BEFORE YOU DIG811 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 11 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 12 Plan 1Main Floor Plan Plan 2 - EndPlan 1Plan 1Plan 2 - EndMt. Prospect, ILDRAUDEN TOWNHOMESPlainfield, ILThe 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 GROUPArchitectural Character2 Story Front Load TownhomesMarch 3, 2021 | MR210039.0313 Upper Floor Plan Plan 1Plan 2 - EndPlan 1Plan 1Plan 2 - EndMt. Prospect, ILDRAUDEN TOWNHOMESPlainfield, ILThe 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 GROUPArchitectural Character2 Story Front Load TownhomesMarch 3, 2021 | MR210039.0314 15 Plan 1 - EndMain Floor Plan Plan 2Plan 1Plan 2 - EndMt. Prospect, ILDRAUDEN TOWNHOMESPlainfield, ILThe 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 GROUPArchitectural Character2 Story Rear Load Townhomes - Detached GarageMarch 3, 2021 | MR210039.0316 Upper Floor Plan Plan 1 - EndPlan 2Plan 1Plan 2 - EndMt. Prospect, ILDRAUDEN TOWNHOMESPlainfield, ILThe 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 GROUPArchitectural Character2 Story Rear Load Townhomes - Detached GarageMarch 3, 2021 | MR210039.0317 18 Main Floor Plan Plan 1Plan 2 Plan 3 - EndPlan 1Plan 2 Plan 3 - EndMt. Prospect, ILDRAUDEN TOWNHOMESPlainfield, ILMarch 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 GROUPArchitectural Character2 Story Rear Load Townhomes - Attached Garage19 Upper Floor Plan Plan 1Plan 2 Plan 3 - EndPlan 1Plan 2 Plan 3 - EndMt. Prospect, ILDRAUDEN TOWNHOMESPlainfield, ILMarch 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 GROUPArchitectural Character2 Story Rear Load Townhomes - Attached Garage20 Upper Floor Plan 1526 SF Bedroom 3Bedroom 2Open to BelowBonusBath 2Main Floor Plan 11520 SF / 2046 GSF KitchenOwner's SuiteM Bath2 Car GarageDiningGreat RoomWICUtilityPorchPatioMt. Prospect, ILDRAUDEN TOWNHOMESPlainfield, ILThe 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 GROUPArchitectural Character2 Story Front Load TownhomesMarch 3, 2021 | MR210039.0321 Main Floor Plan 21561 SF / 2266 GSF Owner's Suite2 Car GarageWICPorchGreat RoomM BathKitchenDiningPRPatioUtilityBedroom 3Bedroom 2Bath 2Open to BelowBonusWICWICUpper Floor Plan 2705 SF Mt. Prospect, ILDRAUDEN TOWNHOMESPlainfield, ILThe 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 GROUPArchitectural Character2 Story Front Load TownhomesMarch 3, 2021 | MR210039.0322 Main Floor Plan 11314 SF / 2102 GSF PorchUtilityPRDiningGreat RoomKitchenOEPatioUpper Floor Plan 1789 SF Bedroom 2Owner's SuiteWICBath 2Bedroom 3M. Bath2 Car GarageKitchenOEPatioMt. Prospect, ILDRAUDEN TOWNHOMESPlainfield, ILThe 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 GROUPArchitectural Character2 Story Rear Load Townhomes - Detached GarageMarch 3, 2021 | MR210039.0323 Main Floor Plan 21228 SF / 1938 GSF PatioPorchDiningGreat RoomKitchenUtilityPRO.E.Upper Floor Plan 2710 SF Bedroom 2Owner's SuiteWICM. BathBath 2Patio2 Car GarageO.E.Mt. Prospect, ILDRAUDEN TOWNHOMESPlainfield, ILThe 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 GROUPArchitectural Character2 Story Rear Load Townhomes - Detached GarageMarch 3, 2021 | MR210039.0324 PorchMain Floor Plan 1954 SF / 1837 GSF PRGreat RoomDining2 Car GaragePatioKitchenUpper Floor Plan 1883 SF Bath 2M BathBedroom 2Owner's SuiteLoftUtilityWICWICMt. Prospect, ILDRAUDEN TOWNHOMESPlainfield, ILMarch 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 GROUPArchitectural Character2 Story Rear Load Townhomes - Attached Garage25 PorchMain Floor Plan 21046 SF / 2008 GSF PRGreat RoomDining2 Car GarageKitchenPatioUpper Floor Plan 2962 SF Bedroom 2Bedroom 3WICUtilityBath 2WICWICOwner's SuiteM BathMt. Prospect, ILDRAUDEN TOWNHOMESPlainfield, ILMarch 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 GROUPArchitectural Character2 Story Rear Load Townhomes - Attached Garage26 Main Floor Plan 31118 SF / 2152 GSF Great RoomDining2 Car GarageKitchenPatioPRUpper Floor Plan 31034 SF UtilityBedroom 2Bedroom 3Bath 2M BathOwner's SuiteWICStudy / LoftMt. Prospect, ILDRAUDEN TOWNHOMESPlainfield, ILMarch 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 GROUPArchitectural Character2 Story Rear Load Townhomes - Attached Garage27 WWWWWWWWWWWWWWWWWWWWWWWWWWWW 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 WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWSSSWWWWWWWWWWWWWWWWWWWWSSW W W W W W W W W W W W W W W WSS WWWWWWWWWWWWWWWWXXXXXXXXXXXXXXXXXXXXXXXXXOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHONLYONLYW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WS SSBARRIER FENCING AROUNDPRESERVED TREEBARRIER FENCING AROUNDPRESERVED TREESBARRIER FENCING AROUNDPRESERVED TREESBARRIER FENCING AROUNDPRESERVED TREELOCKPORT STREETDRAUDEN ROAD DRAUDEN ROAD TREE PROTECTION &REMOVAL PLANL1.102-19-2021LGWorkshopLandscape ArchitectureSite PlanningIllustration2324 W. Armitage AvenueChicago, IL 60647ph. 773.697.4388www.LGWLA.comP R O J E C T T E A MS E A LP R O J E C T N A M EMULTI FAMILYDEVELOPMENTLOCKPORT ROAD ANDDRAUDEN ROAD ,LOCKPORT, ILD R A W I N G I S S U E DNO. TITLEDATES E T T Y P EPRELIMINARY LANDSCAPEPLANSP R O J E C T N U M B E R210212D A T ES H E E T T I T L ES H E E T N U M B E RDRAWN BY:LCGAPPROVED BY:LCG,LLCEXPIRES 08/20211. Preliminary submittal 04/22/2021CIVIL ENGINEER:EXISTING DECIDUOUS TREE TO REMAIN TREE PROTECTION &REMOVAL LEGENDEXISTING DECIDUOUS TREE TO BE REMOVED1TREE REMOVAL & PROTECTION PLANS H E E T S C A L E 1"=50'0' 50' 100' 150'BARRIER FENCING TO BE INSTALLEDN1. CONTRACTOR SHALL OBTAIN ALL NECESSARY STATE AND LOCAL PERMITS ANDPERMISSIONS 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 THEATTENTION OF THE LANDSCAPE ARCHITECT FOR REMEDIATION.3. DURING CONSTRUCTION EXISTING TREES OVER FOUR INCHES IN CALIPER SHALL BEPROTECTED WITH BARRIER FENCING.4. BARRIER SHALL BE CONSTRUCTED OF A MIN. 3' TALL SNOW FENCE OR SIMILAR ANDSUPPORT POSTS MIN. 6' O.C. AND SHALL BE ERECTED ONE FOOT BEYOND THE DRIPLINE OFF ALL EXISTING TREES ON SITE AND ADJACENT SITES TO REMAIN.5. BARRIER FENCING SHOWN ON THE PLAN IS APPROXIMATE. CONTRACTOR SHALLADJUST LOCATION OF BARRIER TO POSITION OUTLINED IN COMMENT 4.6. NO EXCESS SOIL OR ADDITIONAL FILL, BUILDING MATERIALS OR DEBRIS SHALL BEPLACED WITHIN THE PROTECTIVE BARRIER.7. NO VEHICLES OR HEAVY MACHINERY SHALL BE ALLOWED TO WORK WITHIN THEBARRIER AREA.8. NO ATTACHMENTS OR WIRES, OTHER THAN PROTECTIVE GUY WIRES, SHALL BEATTACHED TO ANY OF THE TREES WHICH ARE WITHIN PROTECTIVE BARRIER.9. STUMPS OR TREE REMAINS NOT TO BE FULLY EXCAVATED SHALL BE REMOVEED. ASTUMP GRINDER SHALL BE USED TO REMOVE ALL REMAINING ROOTS AND WOODYMATERIAL. WITHIN A 24" RADIUS OF THE TREE TRUNK TO MIN. 6" BELOW GRADE.DISTURBED AREA SHALL BE BACKFILLED WITH COMPACTED TOPSOIL TO MEETSURROUNDING GRADES.TREE PROTECTION &REMOVAL NOTES2TREE PRESERVATIONFENCING DETAILNOT TO SCALEBARRIER FENCING ATDRIPLINE OF CANOPY48" MIN.8' MAX.FENCE POSTS 8' O.C. MAX.BARRIER FENCING ATDRIPLINE OF CANOPYFENCE POSTS 8' O.C. 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TREES32 CANOPY TREES24 EVERGREEN TREES5 ORNAMENTAL TREES32 LARGE SHRUBSBUFFER ALONG SIDE YARD1400 L.F.3 EXIST. TREES26 CANOPY TREES17 EVERGREEN TREES6 ORNAMENTAL TREES32 LARGE SHRUBSBUFFER ALONG R.O.W.204 L.F.7 CANOPY TREES3 EVERGREEN TREES32 LARGE SHRUBS28 EVERGREEN SHRUBS100 PERENNIALSBUFFER ALONG SIDE YARD855 L.F.21 CANOPY TREES20 EVERGREEN TREES23 ORNAMENTAL TREES108 LARGE SHRUBSBUFFER ALONG R.O.W.200 L.F.8 CANOPY TREES3 EVERGREEN TREES25 LARGE SHRUBS28 EVERGREEN SHRUBS100 PERENNIALSLOCKPORT STREETDRAUDEN ROAD DRAUDEN ROAD 877 L.F. - 5' HT. VINYLSCREEN FENCE5L-3428 L.F. - 5' HT. VINYLSCREEN FENCE5L-36T-N6T-E6T-E6T-E6T-E6T-E6T-N6T-N6T-S6T-N6T-S6T-N6T-E4R-SWET DETENTIONPRELIMINARY LANDSCAPEPLANL2.102-19-2021LGWorkshopLandscape ArchitectureSite PlanningIllustration2324 W. Armitage AvenueChicago, IL 60647ph. 773.697.4388www.LGWLA.comP R O J E C T T E A MS E A LP R O J E C T N A M EMULTI FAMILYDEVELOPMENTLOCKPORT ROAD ANDDRAUDEN ROAD ,LOCKPORT, ILD R A W I N G I S S U E DNO. TITLEDATES E T T Y P EPRELIMINARY LANDSCAPEPLANSP R O J E C T N U M B E R210212D A T ES H E E T T I T L ES H E E T N U M B E RDRAWN BY:LCGAPPROVED BY:LCG,LLCEXPIRES 08/20211. Preliminary submittal 04/22/2021CIVIL ENGINEER:1PRELIMINARY LANDSCAPE PLANEXISTING TREES LANDSCAPE LEGENDPROPOSED SHADE TREEPROPOSED ORNAMENTAL TREEPROPOSED LARGE SHRUB PROPOSED EVERGREEN SHRUBPROPOSED LOW SHRUBPROPOSED ORNAMENTAL GRASSPROPOSED PERENNIAL PLANTINGS H E E T S C A L E 1"=50'0' 50' 100' 150'NSODDED LAWNPROPOSED EVERGREEN TREEPROPOSED MEDIUM SHRUBSEEDED LAWN29 W W W W WWWWWWWWWS6T-NWW W W W WWWWWWWWWW6T-SW W W W W WS6T-E100 TOTAL L.F. - 5'VINYL SCREEN FENCESEEDSEEDWWWWWWW4R-S100 TOTAL L.F. - 5'VINYL SCREEN FENCESEEDSEEDWWWWWWW5R-S120 TOTAL L.F. - 5'VINYL SCREEN FENCESEEDSEED5R-E120 TOTAL L.F. - 5'VINYL SCREEN FENCESEEDSEEDS5M-N5M-ESWWWWWWWWW5M-S6M-EPRELIMINARY DETAIL UNITPLANS LANDSCAPEL2.102-19-2021LGWorkshopLandscape ArchitectureSite PlanningIllustration2324 W. Armitage AvenueChicago, IL 60647ph. 773.697.4388www.LGWLA.comP R O J E C T T E A MS E A LP R O J E C T N A M EMULTI FAMILYDEVELOPMENTLOCKPORT ROAD ANDDRAUDEN ROAD ,LOCKPORT, ILD R A W I N G I S S U E DNO. TITLEDATES E T T Y P EPRELIMINARY LANDSCAPEPLANSP R O J E C T N U M B E R210212D A T ES H E E T T I T L ES H E E T N U M B E RDRAWN BY:LCGAPPROVED BY:LCG,LLCEXPIRES 08/20211. Preliminary submittal 04/22/2021CIVIL ENGINEER:1LANDSCAPE DETAIL - UNIT 6T-N8 TOTAL UNITSEXISTING TREES LANDSCAPE LEGENDPROPOSED SHADE TREEPROPOSED ORNAMENTAL TREEPROPOSED LARGE SHRUB PROPOSED EVERGREEN SHRUBPROPOSED LOW SHRUBPROPOSED ORNAMENTAL GRASSPROPOSED PERENNIAL PLANTINGS H E E T S C A L E 1"=20'0' 20' 40' 60'NSODDED LAWNPROPOSED EVERGREEN TREEPROPOSED MEDIUM SHRUBSEEDED LAWN2LANDSCAPE DETAIL - UNIT 6T-S4 TOTAL UNITS3LANDSCAPE DETAIL - UNIT 6T-E10 TOTAL UNITS4LANDSCAPE DETAIL - UNIT 4R-S4 TOTAL UNITS5LANDSCAPE DETAIL - UNIT 4R- E7 TOTAL UNITS6LANDSCAPE DETAIL - UNIT 5R-S2 TOTAL UNITS7LANDSCAPE DETAIL - UNIT 4R- E3 TOTAL UNITS8LANDSCAPE DETAIL - UNIT 5M-N2 TOTAL UNITS9LANDSCAPE DETAIL - UNIT 5M-S2 TOTAL UNITSUNIT 5M- E - 1 TOTAL LANDSCAPE DETAIL - 10UNIT 6M- E - 2 TOTAL LANDSCAPE DETAIL - 1130 WWWWWWWWWWWWWWSS6T-NPRELIMINARY LANDSCAPEPLAN ENLARGEMENTSL2.102-19-2021LGWorkshopLandscape ArchitectureSite PlanningIllustration2324 W. Armitage AvenueChicago, IL 60647ph. 773.697.4388www.LGWLA.comP R O J E C T T E A MS E A LP R O J E C T N A M EMULTI FAMILYDEVELOPMENTLOCKPORT ROAD ANDDRAUDEN ROAD ,LOCKPORT, ILD R A W I N G I S S U E DNO. TITLEDATES E T T Y P EPRELIMINARY LANDSCAPEPLANSP R O J E C T N U M B E R210212D A T ES H E E T T I T L ES H E E T N U M B E RDRAWN BY:LCGAPPROVED BY:LCG,LLCEXPIRES 08/20211. Preliminary submittal 04/22/2021CIVIL ENGINEER:1LANDSCAPE DETAIL - CLUBHOUSEEXISTING TREES LANDSCAPE LEGENDPROPOSED SHADE TREEPROPOSED ORNAMENTAL TREEPROPOSED LARGE SHRUB PROPOSED EVERGREEN SHRUBPROPOSED LOW SHRUBPROPOSED ORNAMENTAL GRASSPROPOSED PERENNIAL PLANTINGS H E E T S C A L E 1"=20'0' 20' 40' 60'NSODDED LAWNPROPOSED EVERGREEN TREEPROPOSED MEDIUM SHRUBSEEDED LAWN2ENTRY LANDSCAPE31 LANDSCAPE DETAILS &NOTESL3.102-19-2021LGWorkshopLandscape ArchitectureSite PlanningIllustration2324 W. Armitage AvenueChicago, IL 60647ph. 773.697.4388www.LGWLA.comP R O J E C T T E A MS E A LP R O J E C T N A M EMULTI FAMILYDEVELOPMENTLOCKPORT ROAD ANDDRAUDEN ROAD ,LOCKPORT, ILD R A W I N G I S S U E DNO. TITLEDATES E T T Y P EPRELIMINARY LANDSCAPEPLANSP R O J E C T N U M B E R210212D A T ES H E E T T I T L ES H E E T N U M B E RDRAWN BY:LCGAPPROVED BY:LCG,LLCEXPIRES 08/20211. Preliminary submittal 04/22/2021CIVIL ENGINEER:LANDSCAPE NOTES1. CONTRACTOR SHALL OBTAIN ALL NECESSARY LOCAL PERMITS AND PERMISSIONS TO INSTALL THE PROPOSEDIMPROVEMENTS2. ALL LANDSCAPE MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY OF PLAINFIELD LANDSCAPINGCODES 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 ALLUNDERGROUND UTILITY FACILITIES AND LINES.5. ALL PLANT MATERIALS (EXCEPT FOR GROUNDCOVER, ANNUALS, AND PERENNIALS) SHALL BE BALLED ANDBURLAPPED STOCK AND MEET CURRENT STANDARDS OF THE AMERICAN ASSOCIATION OF NURSERYMEN'SSTANDARD FOR NURSERY STOCK (ANSI 260.1-1986) OR EQUAL. PLANT MATERIALS MUST BE SUPPLIED WITHIN A 150MILE RADIUS OF PROJECT SITE WITHIN NORTHEAST ILLINOIS. CONTRACTOR MAY SUBSTITUTE CONTAINER STOCKFOR SHRUBS IF SIZES ARE EQUAL TO SPECIFIED B&B STOCK, WITH THE APPROVAL OF THE LANDSCAPEARCHITECT.6. IF SPECIFIED PLANTS ARE NOT AVAILABLE AT THE TIME OF ORDERING, PLANTS WITH SIMILAR WHOLESALE VALUEAND LANDSCAPE CHARACTERISTICS MAY BE SUBSTITUTED UPON THE APPROVAL OF THE LANDSCAPE ARCHITECTAND VILLAGE STAFF.7. SOIL IN GROUNDCOVER BEDS SHALL BE AMENDED USING 2 INCHES OF MUSHROOM COMPOST INCORPORATEDINTO THE TOP 4 INCHES OF SOIL.8. DISTURBED AREAS TO RECEIVE SOD SHALL BE TILLED TO 6" DEPTH AND FINE GRADED TO PROVIDE SMOOTH BASESURFACE. IF EXISTING SOIL IS A MAJORITY OF CLAY OR UNSUITABLE, 2" OF FINE GRADED TOPSOIL SHALL BEADDED PRIOR TO TILLING. EXISTING SOD AREAS SHALL HAVE TURF REMOVED WITH AUTOMATED SODCUTTER ORHAND 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 PEATMOSS W/ DECOMPOSED MANURE.10. ALL SHRUB BEDS AND INDIVIDUAL TREE PLANTINGS, UNLESS OTHERWISE NOTED, SHALL RECEIVE A 4 INCH LAYEROF SHREDDED HARDWOOD MULCH. ALL GROUNDCOVER, ANNUAL AND PERENNIAL BEDS SHALL RECEIVE A 2 INCHLAYER OF THE SAME MULCH MATERIAL. COSTS FOR MULCH SHALL BE CONSIDERED INCIDENTAL AND SHALL BEINCLUDED IN THE COST OF PLANTINGS.11. NURSERY TAGS (SPECIES, SIZE) FOR ALL SHADE TREES SHALL REMAIN ATTACHED TO TREES UNTIL FINALAPPROVAL FROM MUNICIPALITY.12. THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE OWNER A BONDED WRITTEN ONE-YEAR WARRANTYAGREEMENT (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 ANDQUALITY AS INITIALLY APPROVED.13. CONTRACTOR SHALL PROVIDE A SEPARATE ESTIMATE FOR AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEMFOR COMPLETE EFFECTIVE COVERAGE OF ALL LAWN AREAS AND SHRUB BEDS. CONTRACTOR SHALL SUBMITSHOP 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 HUNTERSPRAYHEADS AND NOZZLES. IRRIGATION WORK SHALL BE WARRANTY ALL LABOR AND MATERIALS FOR 1 FULLYEAR AFTER INSTALLATION AND TESTING.14. SEEDED LAWN AREAS SHALL BE BID WITH A BID ALTERNATE FOR HYDROSEEDED LAWN. PRIOR TO SEEDING, 2" OFFINE 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 ATMANUFACTURERS 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, TRANSFORMERSOR OTHER ABOVE GROUND UTILITIES. ANY DISCREPANCY ON THE PLAN RELATED TO THESE PROXIMATE UTILITIESSHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT FOR RESOLUTION.CROWN OF ROOTBALL FLUSHWITH EXISTING GRADEREMOVE BURLAP FROM TOP 1/2OF BALL OR ENTIRE CONTAINER3" HARDWOOD MULCHPLANTING SOIL BACKFILLEXISTING SUBGRADEX"X"X"PLANSECTION(TYP.)1SHADE TREEPLANTING DETAILNOT TO SCALE2ORNAMENTAL TREEPLANTING DETAILNOT TO SCALE3SHRUBPLANTING DETAILNOT TO SCALE4PERENNIAL / ANNUALPLANTING DETAILNOT TO SCALECROWN OF ROOTBALL FLUSH WITH EXISTINGGRADE LEAVING TRUNK FLARE VISIBLE AT THETOP OF THE ROOTBALLSHADE TREE WITH STRONGCENTRAL LEADERREMOVE ALL TWINE, ROPE, WIRE AND BURLAPFROM TOP HALF OF ROOT BALL4" HIGH SOIL SAUCER BEYOND EDGE OFROOT BALL4" HARDWOOD MULCH LAYER IN 6'-0" DIAMETER RING(DO NOT PLACE IN CONTACT WITH TREE TRUNK)PLANTING SOIL BACKFILLTAMPED SOIL AROUND BASEROOT BALL ON UNEXCAVATED OR TAMPED SOIL(TYP.)VARIESNEVER CUT LEADERS TREESHALL BEAR SAME RELATION TOFINISHED GRADE AS IT BORE TOPREVIOUS GRADE.NOTES:REMOVE BURLAP FROMTOP 1/3 OF BALL4" HARDWOOD MULCHUNDISTURBED SUBGRADEPLANTING SOILROOT BALL ON UNEXCAVATEDOR TAMPED SOIL2" HARDWOOD MULCHFINISHED GRADEPLANTING BED RAISED FORADEQUATE DRAINAGEEXISTING SUBGRADEVARIES* DIMENSION OF ON-CENTERPLANT SPACING IS INDICATED ONMASTER PLANT LISTTOTAL SITEDESCRIPTION REQUIREMENTAREA / LENGTH DETAILS1,258,146 SF28.9 ACRESREPLACEMENTTREESTREE REPLACEMENT BASED ONTRUNK SIZE REMOVED0 TREESINTERIOR TREESNUMBER OF TREES ON INTERIOROPEN SPACES0 REPLACEMENT TREES232 CANOPY TREESVILLAGE CALCULATIONS55' HEIGHT SCREENFENCE DETAILNOT TO SCALE7" TOP RAIL7" BOTTOM RAILCOMPACTED CA6/ GRADE 8 GRAVELIN 6" LAYERS7/8" X 6" T&G PICKET4'-0"6'-0" O.C. OR LESS5'-0" 2" TYP.5" SQ. POSTIMPRESSIONS VINYL - SOLIDPRIVACY 6' WIDE - INTERNAL CAP -BY MASTER HALCO OR SIMILAR.COLOR: FINAL COLOR TBD BYOWNERVERIFY ALL PROPERTY LINES W/SURVEYOR PRIOR TO INSTALLATION32 33 Onyx on Drauden Wingspan Development May 2021 Typical 5’ Vinyl Fence North Property Line & Interior Yards 34 XXXXXXXXONLY ONLY IL ROUTE 126 (LOCKPORT STREET)DRAUDEN ROADDETENTION AREA 17'B-B8'25'B-B3 STALLS=66.0' 4 STALLS=88.3'7 STALLS=154.0' 7 STALLS=154.0'3 STALLS=66.0' 14 STALLS=308.0'4 STALLS=88.0'3 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-B28.0'B-B4 STALLS=36.0'8 STALLS=175.0'5 STALLS =109.5'CLUB HOUSE 27.0'8 STALLS=72.0'2 STALLS=18.0'21.0' 20.0' TYP 20.0' TYP 56.0'77.0' 20' TYP 9 STALLS =198.0'7 STALLS=154.0'28.0'B-B20.0' TYP 20.0' TYP 28.0' B-B 20.0' 20.0'20.0' 5' SIDEWALK (TYP)60.5'R25.5'R20.5 'R138.0'R25.5'R20.5'R87 . 5 ' R 60 . 5 ' R 4 0 . 5 'R 28.0' B-B 2 1 3671011 5 4891213 14 15 1617 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 STALLS=89.0'10 STALLS=85 .0 ' 26' TYP43.1'46.0'46.0'56.0'20.0'23.0'20.0'23.0' 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 845 SF2,520 SF 4,042 SF2,108 SF PAVEMENT LEGEND STANDARD DUTY BITUMINOUS PAVEMENT HEAVY DUTY BITUMINOUS PAVEMENT PCC SIDEWALK ASPHALT PATH 1" = ' (HORIZONTAL) '' 60 120600 3110 WOODCREEK DRIVEDOWNERS GROVE, IL 60515P: 630.598.0007WWW.CAGECIVIL.COMCAGECIVIL ENGINEERINGSHEET 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 12PRELIMINARY ENGINEERING FORONYX ON DRAUDENW. LOCKPORT ST & DRAUDEN RDPLAINFIELD, ILLINOIS210012 AMS/FWT 03/29/2021 JULIE CALL BEFORE YOU DIG811 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 35 XXXXXXXXONLY ONLY WWWWWWWWWWWWWWWWWWWWWS S S NEIGHBORHOOD OPEN SPACE 2.0 acres CLUB pool game lawn event lawn GAS n WASH WEST LOCKPORT STREET ROUTE 126 DRAUDEN ROADd 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 ep r i v a t e a c c e s s d r i v eentry feature Limited Access/ Emergency 1 IMPERVIOUS AREA EXHIBIT IMP1 1" = ' (HORIZONTAL) '' 60 120600 3110 WOODCREEK DRIVEDOWNERS GROVE, IL 60515P: 630.598.0007WWW.CAGECIVIL.COMCAGECIVIL ENGINEERINGSHEET 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 1PRELIMINARY ENGINEERING FORDRAUDEN MULTI-FAMILYW. LOCKPORT ST & DRAUDEN RDPLAINFIELD, ILLINOIS210012 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 36 ONLY ONLY P.O.B. IL ROUTE 126 (LOCKPORT STREET) DRAUDEN ROADPROJ. NO.:20.0324DRAUDEN & ROUTE 126CLIENTPLAINFIELD, IL 605441 OF 5PROJECTVICINITY MAP NO SCALE SCALE: 1" = 100'WINGSPAN DEVELOPMENT GROUP1001 FEEHANVILLE DRIVEMT. PROSPECT, IL 60056ALTA/NSPS LAND TITLE AND TOPOGRAPHIC SURVEY ALTA SURVEYS TOPOGRAPHY CONSTRUCTION STAKINGUTILITY STATEMENTKnow what'sbelow.Callbefore you dig.2631 GINGER WOODS PARKWAY, STE. 100AURORA, IL 60502PHONE: (630) 820-9100 FAX: (630) 820-7030 EMAIL: ADMIN@CLSURVEYING.COMAREA 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 37 IL ROUTE 126 (LOCKPORT STREET) PROJ. NO.:20.0324CLIENT2 OF 5PROJECTSCALE: 1" = 40' ALTA/NSPS LAND TITLE AND TOPOGRAPHIC SURVEY ALTA SURVEYS TOPOGRAPHY CONSTRUCTION STAKINGUTILITY STATEMENTKnow what'sbelow.Callbefore you dig.2631 GINGER WOODS PARKWAY, STE. 100AURORA, IL 60502PHONE: (630) 820-9100 FAX: (630) 820-7030 EMAIL: ADMIN@CLSURVEYING.COMABBREVIATIONS LINE LEGEND (NO BUILDINGS OBSERVED)DRAUDEN & ROUTE 126PLAINFIELD, IL 60544WINGSPAN DEVELOPMENT GROUP1001 FEEHANVILLE DRIVEMT. PROSPECT, IL 6005638 ONLY ONLY DRAUDEN ROADPROJ. NO.:20.0324CLIENT3 OF 5PROJECTSCALE: 1" = 40' ALTA/NSPS LAND TITLE AND TOPOGRAPHIC SURVEY ALTA SURVEYS TOPOGRAPHY CONSTRUCTION STAKINGUTILITY STATEMENTKnow what'sbelow.Callbefore you dig.2631 GINGER WOODS PARKWAY, STE. 100AURORA, IL 60502PHONE: (630) 820-9100 FAX: (630) 820-7030 EMAIL: ADMIN@CLSURVEYING.COM(NO BUILDINGS OBSERVED)DRAUDEN & ROUTE 126PLAINFIELD, IL 60544WINGSPAN DEVELOPMENT GROUP1001 FEEHANVILLE DRIVEMT. PROSPECT, IL 6005639 PROJ. NO.:20.0324CLIENT4 OF 5PROJECTSCALE: 1" = 40' ALTA/NSPS LAND TITLE AND TOPOGRAPHIC SURVEY ALTA SURVEYS TOPOGRAPHY CONSTRUCTION STAKINGUTILITY STATEMENTKnow what'sbelow.Callbefore you dig.2631 GINGER WOODS PARKWAY, STE. 100AURORA, IL 60502PHONE: (630) 820-9100 FAX: (630) 820-7030 EMAIL: ADMIN@CLSURVEYING.COM(NO BUILDINGS OBSERVED)DRAUDEN & ROUTE 126PLAINFIELD, IL 60544WINGSPAN DEVELOPMENT GROUP1001 FEEHANVILLE DRIVEMT. PROSPECT, IL 6005640 DRAUDEN ROADPROJ. NO.:20.0324CLIENT5 OF 5PROJECTSCALE: 1" = 40' ALTA/NSPS LAND TITLE AND TOPOGRAPHIC SURVEY ALTA SURVEYS TOPOGRAPHY CONSTRUCTION STAKINGUTILITY STATEMENTKnow what'sbelow.Callbefore you dig.2631 GINGER WOODS PARKWAY, STE. 100AURORA, IL 60502PHONE: (630) 820-9100 FAX: (630) 820-7030 EMAIL: ADMIN@CLSURVEYING.COM(NO BUILDINGS OBSERVED)DRAUDEN & ROUTE 126PLAINFIELD, IL 60544WINGSPAN DEVELOPMENT GROUP1001 FEEHANVILLE DRIVEMT. PROSPECT, IL 6005641 42 43 44 45 Traffic Impact Study Townhome Development Plainfield, Illinois Prepared For: May 17, 2021 SITE 46 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. 47 Townhome Development Plainfield, Illinois 2 Site Location Figure 1 SITE SITE 48 Townhome Development Plainfield, Illinois 3 Aerial View of Site Figure 2 SITE 49 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. 50 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 RENWICKROADDRAUDEN45 50 35 35 40 40 51 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. 52 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 90 (66)102 (77) 89 (156) 59 (165) 52 (103)27 (110)77 (52)43 (179)20 (89)177 (467)0 (8)386 (220)252 (495) 129 (306) 595 (453)176 (160)154 (107)247 (186)ROADDRAUDEN113 (92)2 (6)9 (4) 45 (184) 116 (87) 10 (23) 53 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. 54 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. 55 SITE 1055'1051'126 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 RENWICKROADDRAUDEN 15%--%25%10%30% 20% - PROPOSED STOP SIGN - LESS THAN 5%--% 56 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 57 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. 58 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 RENWICK10 (32)16 (10)7 (23)3 (10) 34 (19)17 (9)17 (9)5 (16)4 (12)13 (7)21 (12)1 (2)1 (6)2 (8) 6 (17) 4 (2) 13 (7)4 (3)12 (7)ROADDRAUDEN6 (20) 59 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 98 (72)111 (83) 96 (169) 64 (179) 56 (112)29 (119)88 (73) 20 (38)32 (27)86 (225)38 (108)221 (525)140 (113)0 (9)440 (310)317 (609) 149 (360) 717 (552) 159 (205)198 (177)194 (167)306 (226)ROADDRAUDEN126 (94) 11 (25) 60 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 LOCKPORTROADDRAUDEN ROAD RENWICK 98 (72)111 (83) 64 (179) 56 (112)29 (119)92 (75) 20 (38)32 (27)86 (225)38 (108)10 (32)16 (10)234 (532)161 (125)0 (9)444 (322)698 (570)7 (23)552 (892) 3 (10) 319 (617) 155 (377) 730 (559) 159 (205)198 (177)198 (170)318 (233)34 (19)17 (9)17 (9)964 (830) 5 (16)393 (784)102 (189) 126 (94) 11 (25) 61 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. 62 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 Year 2021 Base Conditions 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 Year 2027 Background Conditions 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 Year 2027 Total Projected Conditions 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 63 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. 64 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. 65 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. 66 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. 67 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. 68 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 69 Traffic Count Summary Sheets 70 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-MinFlowratesFlowrates 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 71 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 72 Kenig Lindgren O'Hara Aboona, Inc.9575 W. Higgins Rd., Suite 400Rosemont, Illinois, United States 60018(847)518-9990Count Name: Daruden Road with Renwick RoadSite Code:Start Date: 02/18/2021Page No: 1Turning Movement DataStart TimeRenwick RoadRenwick RoadDrauden RoadDrauden RoadEastboundWestboundNorthboundSouthboundU-Turn Left Thru Right App. Total Thru Right Peds App. Total Left Thru Right Peds App. Total Right App. Total Int. Total7:00 AM030503311310150251721709059592877:15 AM232624514111260370531707062623107:30 AM0297450153292305208828011674743957:45 AM04384461731925044066240908181388Hourly Total2134270174580698901581279860366276276 13808:00 AM024666215230140440492107085853518:15 AM025603512025150401471606451512758:30 AM026443410430170473451606454542698:45 AM02352391142013033252130675353267Hourly Total0982221704901055901646193660265243243 1162*** BREAK ***-----------------4:00 PM023597916138290672371105089893674:15 PM01954761494232074145210671131134034:30 PM02041891503833071352140691071073974:45 PM02450102176453608133718058131131446Hourly Total08620434663616313002939171640244440440 16135:00 PM016381021565327080547180701271274335:15 PM01948891564836084038160541181184125:30 PM017351011534337080043140571021023925:45 PM0274583155422606804311054106106383Hourly Total07916637562018612603125171590235453453 16206:00 PM09427913052250770421405697973606:15 PM08375610143250680341404875752926:30 PM011346511044200642251704470702886:45 PM0132964106451606102580338686286Hourly Total0411422644471848602702126530181328328 1226Grand Total2438 1004 1329 2773 707490011972394032801291 1740 1740 7001Approach %0.115.8 36.2 47.9-59.1 40.9--1.872.8 25.4--100.0--Total %0.06.314.3 19.0 39.6 10.17.0-17.10.313.44.7-18.4 24.9 24.9-Lights1434982 1312 2729 696484-118021930324-1275 1718 1718 6902% Lights50.0 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 98.6Buses01981852-7041-53333% Buses0.00.20.90.60.60.70.4-0.60.00.40.3-0.40.20.20.5Single-Unit Trucks131082263-9252-9151555% Single-Unit Trucks 50.00.71.00.60.80.80.6-0.88.70.50.6-0.70.90.90.8Articulated Trucks0031401-1011-2441173 % Articulated Trucks 0.00.00.30.10.10.00.2-0.10.00.10.3-0.20.20.20.2Bicycles on Road0000000-0000-0000% Bicycles on Road 0.00.00.00.00.00.00.0-0.00.00.00.0-0.00.00.00.0Pedestrians-------0----0----% Pedestrians-----------------74 Kenig Lindgren O'Hara Aboona, Inc.9575 W. Higgins Rd., Suite 400Rosemont, Illinois, United States 60018(847)518-9990Count Name: Daruden Road with Renwick RoadSite Code:Start Date: 02/18/2021Page No: 3Turning Movement Peak Hour Data (7:15 AM)Start TimeRenwick RoadRenwick RoadDrauden RoadDrauden RoadEastboundWestboundNorthboundSouthboundU-Turn Left Thru Right App. Total Thru Right Peds App. Total Left Thru Right Peds App. Total Right App. Total Int. Total7:15 AM232624514111260370531707062623107:30 AM0297450153292305208828011674743957:45 AM043844617319250440662409081813888:00 AM02466621523014044049210708585351Total2128286203619898801770256900346302302 1444Approach %0.320.7 46.2 32.8-50.3 49.7--0.074.0 26.0--100.0--Total %0.18.919.8 14.1 42.96.26.1-12.30.017.76.2-24.0 20.9 20.9-PHF0.250 0.744 0.851 0.819 0.895 0.742 0.846-0.851 0.000 0.727 0.804-0.746 0.888 0.888 0.914Lights11272791946018486-170025288-340295295 1406% Lights50.0 99.2 97.6 95.6 97.1 94.4 97.7-96.0-98.4 97.8-98.3 97.7 97.7 97.4Buses01641140-4031-40019% Buses0.00.82.12.01.84.50.0-2.3-1.21.1-1.20.00.01.3Single-Unit Trucks1004512-3011-25515% Single-Unit Trucks 50.00.00.02.00.81.12.3-1.7-0.41.1-0.61.71.71.0Articulated Trucks0011200-0000-0224% Articulated Trucks 0.00.00.30.50.30.00.0-0.0-0.00.0-0.00.70.70.3Bicycles on Road0000000-0000-0000% Bicycles on Road 0.00.00.00.00.00.00.0-0.0-0.00.0-0.00.00.00.0Pedestrians-------0----0----% Pedestrians-----------------75 Kenig Lindgren O'Hara Aboona, Inc.9575 W. Higgins Rd., Suite 400Rosemont, Illinois, United States 60018(847)518-9990Count Name: Daruden Road with Renwick RoadSite Code:Start Date: 02/18/2021Page No: 4Turning Movement Peak Hour Data (4:45 PM)Start TimeRenwick RoadRenwick RoadDrauden RoadDrauden RoadEastboundWestboundNorthboundSouthboundU-Turn Left Thru Right App. Total Thru Right Peds App. Total Left Thru Right Peds App. Total Right App. Total Int. Total4:45 PM024501021764536081337180581311314465:00 PM016381021565327080547180701271274335:15 PM01948891564836084038160541181184125:30 PM01735101153433708004314057102102392Total07617139464118913603258165660239478478 1683Approach %0.011.9 26.7 61.5-58.2 41.8--3.369.0 27.6--100.0--Total %0.04.510.2 23.4 38.1 11.28.1-19.30.59.83.9-14.2 28.4 28.4-PHF0.000 0.792 0.855 0.966 0.911 0.892 0.919-0.967 0.400 0.878 0.917-0.854 0.912 0.912 0.943Lights076168393637187135-322816566-239478478 1676% Lights-100.0 98.2 99.7 99.4 98.9 99.3-99.1 100.0 100.0 100.0-100.0 100.0 100.0 99.6Buses0000001-1000-0001% Buses-0.00.00.00.00.00.7-0.30.00.00.0-0.00.00.00.1Single-Unit Trucks0031420-2000-0006% Single-Unit Trucks-0.01.80.30.61.10.0-0.60.00.00.0-0.00.00.00.4Articulated Trucks0000000-0000-0000% Articulated Trucks-0.00.00.00.00.00.0-0.00.00.00.0-0.00.00.00.0Bicycles on Road0000000-0000-0000% Bicycles on Road-0.00.00.00.00.00.0-0.00.00.00.0-0.00.00.00.0Pedestrians-------0----0----% Pedestrians-----------------76 Preliminary Site Plan 77 78 ITE Trip Generation Worksheets 79 80 81 82 CMAP 2050 Projections Letter 83 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 84 Level of Service Criteria 85 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. 86 Capacity Analysis Summary Sheets Year 2021 Weekday Morning Peak Hour Conditions 87 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 88 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 89 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 90 Capacity Analysis Summary Sheets Year 2021 Weekday Evening Peak Hour Conditions 91 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 92 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 93 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 94 Capacity Analysis Summary Sheets No-Build Weekday Morning Peak Hour Conditions 95 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 96 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 97 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 98 Capacity Analysis Summary Sheets No-Build Weekday Evening 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 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 0.17 100 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 126 101 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 102 Capacity Analysis Summary Sheets Projected Weekday Morning 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 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 0.17 104 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 126 105 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 106 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 - 107 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 - - 108 Capacity Analysis Summary Sheets Projected Weekday Evening Peak Hour Conditions 109 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 0.18 110 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 126 111 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 10 112 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 - 113 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 - - 114 Turn Lane Warrants 115 Right Turn Lane Warrant IL 126 and the Proposed Access Drive PM Peak Hour: (846,16) AM Peak Hour: (969,5) 116 Left Turn Lane Warrant IL 126 and the Proposed Access Drive PM Peak Hour: (902,846, 1%) AM Peak Hour: (555, 969, 0.5%) 117 Right Turn Lane Warrant Drauden Road and the Proposed Access Drive PM Peak Hour: (807,23) AM Peak Hour: (400,7) 118