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HomeMy Public PortalAboutProject Development Report-Volume7March 2021 Addendum Originally Approved December 17, 2014 Project Development Report Village of Plainfield 143RD STREET EXTENSION (FAU 0380) IL ROUTE 59 TO IL ROUTE 126 SECTION 06-00040-00-FP PROJECT M-9003(273) Prepared by: CMT, Inc. 550 N Commons Drive Suite 116 Aurora, IL 60504 Prepared for: Village of Plainfield 14400 Coil Plus Drive Plainfield, IL 60544 Volume 7 of 8  Appendix 24 Section 06‐00040‐00‐FP Village of Plainfield – 143rd Street Extension  Project M‐9003(273) Project Development Report  Volumes    Volume 1 Narrative   Appendix 1 – Location Map and Functional Classification Map   Appendix 2 – Existing Typical Sections and Plan and Profile   Appendix 3 – Structure Master Report and BCR Approval Letter   Appendix 4 – Proposed Purpose and Need, Typical Sections, and Plan and Profile   Appendix 5 – Preliminary Bridge Design and Hydraulic Report Approval Cover Letter   Appendix 6 – Intersection Design Studies   Appendix 7 – Bass & Gill Club Alternative Memorandum   Appendix 8 – Type, Size, and Location (TS&L) Plans     Volume 2 Appendix 9 – BDE 3100 Design Exception Request Forms   Appendix 10 – Project Cost Estimate   Appendix 11 – Complete Streets Memorandum   Appendix 12 – Crash Analysis   Appendix 13 – Land Acquisition Summary   Appendix 14 – Urbanized Area Map   Appendix 15 – FEMA Maps   Appendix 16 – 404 Permit Correspondence   Appendix 17 – PESA     Volume 3 Appendix 18 – Environmental Survey     Volume 4 Appendix 19 – Section 4(f)   Appendix 20 – COSIM Pre‐Screen Analysis   Appendix 21 – Noise Analysis     Volume 5 Appendix 22 – Public Information Meeting     Volume 6 Appendix 23 – Other Public Involvement     Volume 7 Appendix 24 – LA‐IDOT‐FHWA Coordination Meetings and Bimonthly Coordination  Meeting Minutes     Volume 8 Appendix 25 – IDOT Approval Memorandums   Appendix 26 – Other Coordination               APPENDIX 24 LA-IDOT-FHWA Coordination Meetings and Bimonthly Coordination Meeting Minutes 1 ‐16 17 ‐26 27 ‐35 36 ‐50 51 ‐72 73 ‐97 98 ‐113 114 ‐165 166 ‐186 143rd Street Extension Village of Plainfield Appendix 24 LA‐IDOT‐FHWA Coordination Meetings and Bimonthly  Coordination Meeting Minutes Section 06‐00040‐00‐FP 5/11/2018 Alternative Alignment Meeting (LA)  6/20/2018 143rd Street Planning (LA) 7/17/2018 IDOT Alignment (LA, IDOT) 8/1/2018 Phase 1 Addendum (LA, IDOT) 12/1/2020 IDOT Project Status Update (LA, IDOT) 6/10/2019 IDOT Funding and Jurisdictional Transfer (LA, IDOT) 10/6/2020 FHWA Coordination Meeting (LA, IDOT, FHWA) 9/18/2018 FHWA Coordination Meeting (LA, IDOT, FHWA) 11/12/2019 IDOT Funding and Land Acquisition (LA, IDOT) Alternative Alignment Meeting Agenda Project: Village of Plainfield 143rd Street Extension Section No.: 06-00040-00-FP Project No.: M9003 (273) CMT Proj. #: 16242-02-00 Date: May 11, 2018 1. Introductions 2. Overview of Alignment Alternatives: a. Alternative 1: Original Alignment through ComEd corridor b. Alternative 2: North of ComEd corridor c. Alternative 3: South of ComEd corridor d. Alternative 4: Hybrid of alternatives 2 & 3 3. Alignment Alternatives Impacts 4. Schedule 5. Other Meeting Held at CMT-Aurora Atendees: -Tice 'Charles' Cole -Scott Threewitt -Randy Jessen -Allen Persons -Eric Hansen -Mike Wittkop Appendix 24 - 1 Alternative #1Alternative #2AAlternative #2BAlternative #3Alternative #4Original AlignmentNorth AlignmentNorth AlignmentSouth AlignmentHybrid Alignment# Evaluation ItemMethod Of MeasurementComEd CorridorFill OptionStructural Option Cemetery/Residential Corridor Crossing ComEd Corridor1 Property ImpactsAcres of Acquired ROW/Easements28.2947.4535.9645.2736.572 Wetland ImpactsAcres of Wetlands4.301.701.706.911.703 Pond ImpactsAcres of Ponds013.051.1400.144 Waters of the US ImpactsAcres of Waters of the US Impacts0.840.270.271.000.275 Floodplain ImpactsAcres of Impacts to Floodplain13.7819.5811.0618.579.906 Cemetery ImpactsAcres of Cemetery0001.0007 Residential Displacements Number of Residences with Displacement06318168 Business DisplacementsNumber of Businesses with Displacement011019 Major Utility ImpactsQualitative For CorridorImpacts Planned Overhead Transmission Lines‐‐‐‐10Long Term Maintenance LiabilitiesLength of Corridor (miles) / # of Major Structures1.33 / 11.34 / 11.34 / 21.47 / 31.34 / 111CostTotal Project Cost ($ millions)8754795844Appendix 24 - 2  $‐  $10  $20  $30  $40  $50  $60  $70  $80  $90  $100Alternative #1 ‐ Original AlignmentAlternative #2A ‐ North Alignment ‐ Fill OptionAlternative #2B ‐ North Alignment ‐ Structural OptionAlternative #3 ‐ South AlignmentAlternative #4 ‐ Hybrid Alignment143rd Street Alternative Feasibility Costs by CategoryConstruction CostUtility CostLand Acquisition and Relocations CostEngineering CostAppendix 24 - 3 Date: 5/4/2018Designer:Route: FAU 0350 (143rd Street)City/County:Section: 06-00040-00-FPBase Year:Alternative #1 - Original AlignmentAlternative #2A - North Alignment - Fill OptionAlternative #2B - North Alignment - Structural OptionAlternative #3 - South Alignment Alternative #4 - Hybrid AlignmentPhase II Preliminary Estimate Conceptual Cost Conceptual Cost Conceptual Cost Conceptual Cost134,530$ 34,530$ 34,530$ 34,530$ 34,530$ 21,590,709$ 6,126,613$ 1,044,248$ 2,466,807$ 1,056,628$ 31,556,347$ 2,561,923$ 2,561,923$ 2,741,341$ 2,098,774$ 41,570,152$ 1,570,152$ 1,570,152$ 1,570,152$ 1,570,152$ 54,369,251$ 4,765,313$ 4,234,741$ 5,057,008$ 4,700,368$ 688,525$ 88,525$ 88,525$ 88,525$ 88,525$ 7111,792$ 76,922$ 95,822$ 92,550$ 76,922$ 8849,075$ 849,075$ 849,075$ 849,075$ 849,075$ 9100,000$ 100,000$ 100,000$ 175,000$ 100,000$ 10-$ -$ -$ -$ -$ 1175,000$ 75,000$ 75,000$ 75,000$ 75,000$ 12430,000$ 170,000$ 170,000$ 691,000$ 170,000$ 131,611,000$ 1,892,000$ 3,085,000$ 1,892,000$ 1,583,000$ 1412,386,381$ 18,310,053$ 13,909,016$ 15,732,988$ 12,402,974$ 15-$ -$ -$ 745,000$ -$ 16171,900$ 171,900$ 171,900$ 336,150$ 171,900$ 1713,878,325$ 13,795,266$ 39,276,351$ 16,201,916$ 13,784,381$ 18-$ -$ -$ -$ -$ 19-$ -$ -$ -$ -$ 2014,050,225$ 13,967,166$ 39,448,251$ 17,283,066$ 13,956,281$ 2126,436,606$ 32,277,219$ 53,357,267$ 33,016,054$ 26,359,255$ 222,643,661$ 4,841,583$ 8,003,590$ 4,952,408$ 3,953,888$ 2329,080,267$ 37,118,802$ 61,360,857$ 37,968,462$ 30,313,143$ 2450,503,900$ 213,626$ 213,626$ 175,946$ 263,626$ 252,267,680$ 9,230,387$ 6,929,479$ 12,471,855$ 6,258,781$ 262,097,405$ 4,454,256$ 7,363,303$ 4,556,215$ 3,637,577$ 272,888,215$ 2,888,215$ 2,888,215$ 2,888,215$ 2,888,215$ 2886,837,467$ 53,905,286$ 78,755,480$ 58,060,694$ 43,361,342$ Design EngineeringConstruction EngineeringTotal Project Cost (Lines 23-28)Land Acquisition and RelocationsContingency (15% Concept / 10% Phase II)Total Construction Cost (Lines 21 and 22)Utility AdjustmentsStructures for Detours and Temporary Traffic ControlStructure Subtotal (Categories 15-19)Roadway and Structure Subtotal (Lines 14 and 20)Miscellaneous Items (0% Structure Costs)Structure RemovalMajor CulvertsBridgesField Office and LaboratoryEnvironmental Mitigation/Incidental ItemsRoadway Subtotal (Categories 1-13)Miscellaneous ItemsTraffic Signals and Roadway LightingDetours, Temporary Traffic Control - RoadwayRailroad Crossing ImprovementsMarking and SigningGuardrail, Roadside SafetySubbase, Base, Surface, ShouldersErosion Control and LandscapingDrainageWork ClassificationClearing, Minor Removal ItemsConceptual Opinion of Probable Construction Cost for Feasibility of Alternative Alignments143rd Street Extension ProjectEarthworkCrawford, Murphy & TillyPlainfield / Will201810/13/2017Appendix 24 - 4 Appendix 24 - 5 Appendix 24 - 6 Appendix 24 - 7 Appendix 24 - 8 Appendix 24 - 9 Appendix 24 - 10 Appendix 24 - 11 Appendix 24 - 12 Appendix 24 - 13 Appendix 24 - 14 Appendix 24 - 15 Appendix 24 - 16 Appendix 24 - 17 Date: 6/20/2018Designer:Route: FAU 0350 (143rd Street)City/County:Section: 06-00040-00-FPBase Year:Alternative #1 - Original AlignmentNorth Concept Alignment(Retaining Wall)Alternative #2A - North Alignment -Fill OptionAlternative #2B - North Alignment -Structural OptionAlternative #3 - South Alignment Alternative #4 - Hybrid AlignmentPhase II Preliminary Estimate Conceptual Cost Conceptual Cost Conceptual Cost Conceptual Cost Conceptual Cost134,530$ 34,530$ 34,530$ 34,530$ 34,530$ 34,530$ 21,590,709$ 2,382,147$ 6,126,613$ 1,044,248$ 2,466,807$ 1,056,628$ 31,556,347$ 2,561,923$ 2,561,923$ 2,561,923$ 2,741,341$ 2,098,774$ 41,570,152$ 1,570,152$ 1,570,152$ 1,570,152$ 1,570,152$ 1,570,152$ 54,369,251$ 5,001,700$ 4,765,313$ 4,234,741$ 5,057,008$ 4,700,368$ 688,525$ 88,525$ 88,525$ 88,525$ 88,525$ 88,525$ 7111,792$ 122,322$ 76,922$ 95,822$ 92,550$ 76,922$ 8849,075$ 849,075$ 849,075$ 849,075$ 849,075$ 849,075$ 9100,000$ 100,000$ 100,000$ 100,000$ 175,000$ 100,000$ 10-$ -$ -$ -$ -$ -$ 1175,000$ 75,000$ 75,000$ 75,000$ 75,000$ 75,000$ 12430,000$ 170,000$ 170,000$ 170,000$ 691,000$ 170,000$ 131,611,000$ 1,966,000$ 1,892,000$ 3,085,000$ 1,892,000$ 1,583,000$ 1412,386,381$ 14,921,374$ 18,310,053$ 13,909,016$ 15,732,988$ 12,402,974$ 15-$ -$ -$ -$ 745,000$ -$ 16171,900$ 171,900$ 171,900$ 171,900$ 336,150$ 171,900$ 1713,878,325$ 18,492,028$ 13,795,266$ 39,276,351$ 16,201,916$ 13,784,381$ 18-$ -$ -$ -$ -$ -$ 19-$ -$ -$ -$ -$ -$ 2014,050,225$ 18,663,928$ 13,967,166$ 39,448,251$ 17,283,066$ 13,956,281$ 2126,436,606$ 33,585,302$ 32,277,219$ 53,357,267$ 33,016,054$ 26,359,255$ 222,643,661$ 5,037,795$ 4,841,583$ 8,003,590$ 4,952,408$ 3,953,888$ 2329,080,267$ 38,623,097$ 37,118,802$ 61,360,857$ 37,968,462$ 30,313,143$ 2450,503,900$ 213,626$ 213,626$ 213,626$ 175,946$ 263,626$ 252,267,680$ 8,085,638$ 9,230,387$ 6,929,479$ 12,471,855$ 6,258,781$ 262,097,405$ 4,634,772$ 4,454,256$ 7,363,303$ 4,556,215$ 3,637,577$ 272,888,215$ 2,888,215$ 2,888,215$ 2,888,215$ 2,888,215$ 2,888,215$ 2886,837,467$ 54,445,348$ 53,905,286$ 78,755,480$ 58,060,694$ 43,361,342$ Design EngineeringConstruction EngineeringTotal Project Cost (Lines 23-28)Land Acquisition and RelocationsContingency (15% Concept / 10% Phase II)Total Construction Cost (Lines 21 and 22)Utility AdjustmentsStructures for Detours and Temporary Traffic ControlStructure Subtotal (Categories 15-19)Roadway and Structure Subtotal (Lines 14 and 20)Miscellaneous Items (0% Structure Costs)Structure RemovalMajor CulvertsBridgesField Office and LaboratoryEnvironmental Mitigation/Incidental ItemsRoadway Subtotal (Categories 1-13)Miscellaneous ItemsTraffic Signals and Roadway LightingDetours, Temporary Traffic Control - RoadwayRailroad Crossing ImprovementsMarking and SigningGuardrail, Roadside SafetySubbase, Base, Surface, ShouldersErosion Control and LandscapingDrainageWork ClassificationClearing, Minor Removal ItemsConceptual Opinion of Probable Construction Cost for Feasibility of Alternative Alignments143rd Street Extension ProjectEarthworkCrawford, Murphy & TillyPlainfield / Will2018Appendix 24 - 18  $‐  $10  $20  $30  $40  $50  $60  $70  $80  $90  $100Alternative #1 ‐ Original AlignmentNorth Concept Alignment ‐ Retaining WallAlternative #2A ‐ North Alignment ‐ Fill OptionAlternative #2B ‐ North Alignment ‐ Structural OptionAlternative #3 ‐ South AlignmentAlternative #4 ‐ Hybrid Alignment143rd Street Alternative Feasibility Costs by CategoryConstruction CostUtility CostLand Acquisition and Relocations CostEngineering CostAppendix 24 - 19 Alternative #1Alternative #2AAlternative #2BAlternative #3Alternative #4Original AlignmentNorth Concept AlignmentNorth AlignmentNorth AlignmentSouth AlignmentHybrid Alignment# Evaluation ItemMethod Of MeasurementComEd Corridor(Retaining Wall @ Bass&Gill)Fill OptionStructural Option Cemetery/Residential Corridor Crossing ComEd Corridor1 Property ImpactsAcres of Acquired ROW/Easements28.2940.3947.4535.9645.2736.572 Wetland ImpactsAcres of Wetlands4.301.691.701.706.911.703 Pond ImpactsAcres of Ponds01.6713.051.1400.144 Waters of the US ImpactsAcres of Waters of the US Impacts0.840.270.270.271.000.275 Floodplain ImpactsAcres of Impacts to Floodplain13.7814.4319.5811.0618.579.906 Cemetery ImpactsAcres of Cemetery0000107 Residential Displacements Number of Residences with Displacement057318168 Business DisplacementsNumber of Businesses with Displacement0111019 Major Utility ImpactsQualitative For CorridorImpacts Planned Overhead Transmission Lines‐‐‐‐‐10Long Term Maintenance LiabilitiesLength of Corridor (miles) / # of Major Structures1.33 / 11.34 / 11.34 / 11.34 / 21.47 / 31.34 / 111CostTotal Project Cost87545479581.34Appendix 24 - 20 Appendix 24 - 21 Appendix 24 - 22 Appendix 24 - 23 Appendix 24 - 24 Appendix 24 - 25 Appendix 24 - 26 AGENDA IL Competitive Freight Program IL Route 126 Re-route 143rd Street (IL 59 to IL 126) July 17, 2018 @ 1:00 P.M. IDOT District 1 Office Topic Meeting Notes: IL Competitive Freight Grant • Grant Finance Table • Federal FY 2022 Grant • Intergovernmental Agreement ROW Negotiations & Impacts • Com Ed Decision • Project Adjustments • Approval Process • Schedule Impacts Project Schedule • Spending Schedule • Environmental Permits • Property Negotiations • Plan Approval Jurisdictional Transfer • Cost share • ROW Acquisition Appendix 24 - 27 Page | 2 IL Competitive Freight Program IL Route 126 Re-route 143rd Street (IL 59 to IL 126) July 17, 2018 @ 1:00 P.M. IDOT District 1 Office Attendees: Name Representing Email Appendix 24 - 28 Illinois Competitive Freight Grant Meeting with IDOT Project ScheduleFAU 0350143rd Street ExtensionIL 59 to IL 12606‐00040‐00‐FP1Q 2Q 3Q 4Q 1Q 2Q 3Q 4Q 1Q 2Q 3Q 4Q 1Q 2Q 3Q 4Q 1Q 2Q 3Q 4Q 1Q 2Q 3Q 4QPHASE I ‐ STUDY & ENV.Signed ECAD 02/2011Design Approval 12/2014PHASE II ‐ PLANS & LAND ACQ.Floodplain Study B&G 04/2019Environ. Clearance Updates 06/2019IDS and PDR Updates 06/2019Preliminary PS&E Submittal 07/2019Land Acquisition 06/2021Section 404 Permit Submittal 07/2019Section 404 Permit Received 03/2021Other Permits 03/2021Pre‐Final PS&E Submittal 05/2021Final PS&E Submittal 07/2021PHASE III ‐ CONSTRUCTIONICF Fund Availability Start 10/2021Letting 11/2021Construction NTP 02/2022Construction Completion 11/2023ICF Full Expenditure Deadline 09/20242025Task Date2018 2019 2020 2021 20222011‐2017202320247/17/2018Appendix 24 - 29 Date: 7/17/2018 Crawford, Murphy & Tilly Route: FAU 0350 (143rd Street)Plainfield / Will Section: 06-00040-00-FP 2018 Adjusted Alignment Conceptual Cost 1 34,530$ 2 1,794,755$ 3 2,561,922$ 4 1,570,152$ 5 4,862,804$ 6 88,525$ 7 122,322$ 8 849,075$ 9 100,000$ 10 -$ 11 75,000$ 12 170,000$ 13 1,827,000$ 14 14,056,085$ 15 135,000$ 16 171,900$ 17 16,894,503$ 18 -$ 19 -$ 20 17,066,403$ 21 31,257,488$ 22 4,688,623$ 23 35,946,112$ 24 213,626$ 25 5,700,881$ 26 4,313,533$ 27 2,888,215$ 28 49,062,367$ A.3,132,766$ Construction B.2,307,084$ Construction C.36,420,769$ Construction D. Design Engineering 4,313,533$ E. Construction Engineering 2,888,215$ F.49,062,367$ 143rd Street Extension Project Earthwork 720,540$ Erosion Control and Landscaping 543,790$ Drainage 1,424,450$ Work Classification Phase I Cost Clearing, Minor Removal Items 2,670$ Preliminary Opinion of Probable Construction Cost 4,177,115$ Marking and Signing 303,368$ Guardrail, Roadside Safety 79,170$ Subbase, Base, Surface, Shoulders Traffic Signals and Roadway Lighting 370,000$ Detours, Temporary Traffic Control - Roadway 40,000$ Railroad Crossing Improvements -$ Field Office and Laboratory -$ Environmental Mitigation/Incidental Items 141,700$ Roadway Subtotal (Categories 1-13) 7,802,803$ -$ Miscellaneous Items Structure Removal Major Culverts 282,127$ Bridges 13,519,543$ Structures for Detours and Temporary Traffic Control -$ Structure Subtotal (Categories 15-19) 13,801,670$ Roadway and Structure Subtotal (Lines 14, 15, & 20) 21,604,473$ -$ Miscellaneous Items (0% Structure Costs) Land Acquisition and Relocations 973,025$ Contingency (15%) 3,240,671$ Total Construction Cost (Lines 21 and 22) 24,845,144$ Utility Adjustments 233,000$ Design Engineering 2,097,405$ Construction Engineering 1,802,595$ Total Project Cost (Lines 23-28) 29,951,169$ Land Acquisition 5,329,181$ Between Rte 59 and Rte 126 Total Project Cost 31,091,588$ 334,500$ Land Acquisition 37,200$ Project Cost Summary by Location 2,798,266$ 2,269,884$ IDOT Rte 59 / 30 Intersection IDOT Rte 126 Land Acquisition Appendix 24 - 30 TEMPORARY EASEMENTS PERMANENT EASEMENTS FEE SIMPLE ROWTEMP EASEMENT $ PERM. EASEMENT $ROW $FULL TAKE HIGH VALUE PROPERTY(SQ FT)(SQ FT)(SQ FT)2,000.00$                               50,000.00$                             65,000.00$                             150,000.00$                           03‐09‐200‐026 COMMONWEALTH EDISON COMPANY3,903.014314,733.0412179.2018$                              ‐$                                     50,733.61$                             03‐04‐409‐004RAVAGO6,597.6598‐$                                     7,573.0714$                           ‐$                                     03‐04‐409‐003 DAYFIELD PROPERTIES, L.L.C8,056.14727,789.13269,283.2718369.8874$                              8,940.6940$                           13,852.4487$                         03‐09‐200‐038CROSSWINDS CHURCH169,368.5663‐$                                     ‐$                                     252,730.8726$                       03‐10‐100‐0012,863.7918131.4872$                              ‐$                                     ‐$                                     03‐03‐300‐009‐$                                     03‐03‐300‐015U‐STORE‐IT LP223,288.1467‐$                                     ‐$                                     3,500,000.00$                        03‐03‐300‐016 PLAINFIELD TOWNSHIP PARK DISTRICT53,494.4190‐$                                     ‐$                                     79,824.0871$                         03‐03‐302‐008 CBI RESEARCH CORPORATION94,574.1313‐$                                     108,556.1654$                       ‐$                                     03‐03‐302‐010RC ENTERPRISES LP 4,593.5953‐$                                     5,272.7219$                           ‐$                                     03‐03‐301‐001342,793.8343‐$                                     ‐$                                     500,000.00$                           03‐03‐301‐002746.5391‐$                                     ‐$                                     1,113.9817$                           03‐10‐107‐003 PARKER JAYMES RICHARD‐$                                     ‐$                                     ‐$                                     03‐03‐403‐01516,174.1690‐$                                     55,696.17$                             03‐03‐403‐01829,045.97801,333.6078$                           03‐03‐403‐013 MUSIC STELLA E & MARY E 32,198.0453‐$                                     ‐$                                     300,000.00$                           03‐03‐403‐012 LAZO WILLIAM JR JACQUELINE J916.43334,116.898742.0768$                                 ‐$                                     6,143.2143$                           03‐03‐403‐011 LETTIERE MICHAEL F JESSICA‐$                                     ‐$                                     03‐03‐403‐010 DUBROVICH MINGUCCI PAULA A‐$                                     ‐$                                     03‐03‐100‐012BASS AND GILL CLUB, INC.12,632.7882199,140.3698580.0178$                              ‐$                                     297,156.1992$                       03‐10‐200‐027 HERBST MICHAEL PAULINE952.869243.7497$                                 ‐$                                     ‐$                                     03‐10‐205‐006 COMMONWEALTH EDISON COMPANY532.105780,104.126568,386.677824.4309$                                 511,331.97$                           03‐02‐300‐004SPEEK PROPERTIES LLC12,460.903025,333.4782572.1259$                              ‐$                                     37,802.4812$                         03‐02‐300‐014 BASS AND GILL CLUB, INC.11,068.15387,560.6421508.1797$                              ‐$                                     11,281.9499$                         03‐11‐100‐006 DEER CREEK RECREATION‐$                                     ‐$                                     ‐$                                     82,432.1845208,391.68671,151,885.05813,605.5634$                            130,342.6527$                        699,905.2347$                        4,300,000.00$                         567,028.1450$                       Total Cost 5,700,881.5957$                   143rd Street Extension ProjectDate: 07/17/2018Route: FAU 0350Section: 06‐00040‐00‐FPCOMMONWEALTH EDISON COMPANYTotalsPINOWNERCOMMONWEALTH EDISON COMPANYDARCY M JEANETTEAdjusted Alignment ‐ Land Acquisition and Relocation CostsAppendix 24 - 31 Appendix 24 - 32 Appendix 24 - 33 Appendix 24 - 34 Appendix 24 - 35 Page 1 of 5 MEETING MINUTES Transmitted via email August 14, 2018 CMT No. 16242-02-00 Project: Village of Plainfield 143rd Street Extension Phase II CMT No.: 16242-02-00-17 Section No.: 06-00040-00-FP Project No.: M9003 (273) Location: IDOT D1 Schaumburg BLRS Date: August 1, 2018 Time: 10:00 AM Subject: Phase I Addendum Attendees: See attached sign-in sheet Please review the attached minutes, if our understanding of the information exchange as presented in these notes is different from yours kindly inform us so we can revise accordingly. Should we not here from you within one (1) weeks’ time we will consider these notes correct as presented. Signed Charles M. “Tice” Cole, P.E., PTOE Appendix 24 - 36 Page 2 of 5 MEETING MINUTES Transmitted via email August 14, 2018 CMT No. 16242-02-00 1. Project Status Report a. Allen Persons of Plainfield stated Plainfield’s 143rd Street project has been selected to receive a $20,328,000 IL Competitive Freight grant for construction of the project. The grant funds will be available in the federal fiscal year 2022 (beginning October 1, 2021). Mr. Persons informed the group that CMT is currently working under a Phase II engineering contract funded with 80% STU funds. b. CMT staff reviewed the project history and progress to date. Meetings with Commonwealth Edison have been ongoing throughout the history of the project because they are the principal property owner impacted by the selected alignment as documented in the Project Development Report that was approved December 17, 2014. The week in June when Plainfield was notified of the Freight Grant award, Com Ed informed the Village Administrator by phone that the 143 rd Street roadway would need to be shifted out of the COM Ed property. Recent federal laws and regulations pertaining to electricity generation and distribution will make it impossible for the roadway to co-exist with the high voltage transmission towers within the 150-foot wide corridor that was planned for the street. Com Ed has followed up with a letter dated July 16, 2018 (attached) which further describes their position. c. Because of this breakdown in the right of way negotiation process with Com Ed, Plainfield directed CMT to explore alignment and cross section alternatives that will satisfy the project purpose and need and avoid the Com Ed property. CMT provided a revised alignment that is a parallel shift north of the 150-foot wide Com Ed property. (Exhibit is attached to this summary.) The shift would likely result in the following impacts that are not included in the approved Project Development Report: i. a residential relocation at the NE corner of Plainfield-Naperville Road and 143 rd Street; ii. increased property acquisition at the SE corner of Plainfield-Naperville Road and 143rd Street; iii. likely business relocation of the self-storage facility at the NE corner of IL 59 and 143rd Street; iv. fill into the strip mine pond located between P-N Road and IL 126; v. reduced floodplain and wetland impacts to the West Norman Drain; vi. increased construction costs because of the relocations and likely retaining wall costs along the strip mine pond. d. Plainfield and IDOT have an agreement in principal that the new 143 rd extension across the DuPage River will allow for a re-route of IL 126 onto the newly constructed roadway. This is consistent with Plainfield’s plan to remove state and federal route designations from Lockport Street through Plainfield’s downtown district. (This information is included as Attachment 17-3 in the PDR.) Appendix 24 - 37 Page 3 of 5 MEETING MINUTES Transmitted via email August 14, 2018 CMT No. 16242-02-00 2. IDOT Discipline Discussions: IDOT staff attending the meeting had an opportunity to ask questions and share information about moving the project through the IDOT/FHWA approval process. a. Geometrics & Traffic i. IDOT Geometrics asked about the previously approved traffic data being 2030. CMT noted that the PDR indicates 2040 traffic data was used in the 2014 approved PDR. The three intersection design studies were not updated to 2040 because the 2040 traffic projections were less than the 2030 projections. (Attachment 17-11 and 18-15 of the PDR) ii. IDOT Geometrics stated that CMAP will soon be releasing 2050 traffic projections and that it may be necessary to use the 2050 traffic for any revised IDS plans. iii. The Geometrics Engineer also suggested that the roadway design should consider the impact of the potential new I-55 interchanges that have been under consideration for more than 10 years. CMT stated this consideration was discussed at an early Coordination Meeting (July 11, 2006) and the decision was to proceed with 143rd Street as an independent project because it will supplement the existing road network regardless of any changes to the I-55 interchanges. Plainfield is a project partner along with Romeoville and Bolingbrook in the interchange study. Mr. Persons of Plainfield indicated the interchange study process is continuing and final decisions have not been made. iv. IDOT Traffic stated that updated crash data and analysis would be required. b. Hydrology and Hydraulics v. IDOT Hydraulics stated that the Hydraulic Reports for the West Norman Drain and DuPage River would need an addendum. vi. Floodplain impacts at the Bass & Gill Club Quarry Pond would need evaluated. vii. The LDS would need an addendum for the Existing and Proposed Drainage plans. viii. Scour analysis procedures are newer and will need to be updated based upon the current practice. ix. Bridge reviews will be required through the Bureau of Bridges & Structures c. Traffic Control x. The proposed alignment may move the intersection of IL 59 at 143 rd Street further north. IDOT Traffic asked what the new distances between intersections on IL 59 would be compared to the old distances. xi. CMT shall follow up with that answer and amend the Maintenance of Traffic portion of the PDR to address the necessary changes. d. Right of Way xii. IDOT asked if the Village of Plainfield has the capability of eminent domain and quick take. The Village has eminent domain rights but, quick take would require state legislation delegating that right to Plainfield for the specific project. Plainfield has been given this authority by the state legislature previously. It Appendix 24 - 38 Page 4 of 5 MEETING MINUTES Transmitted via email August 14, 2018 CMT No. 16242-02-00 would take one year at the shortest and two years at the longest, depending upon the timing of the legislative sessions. The Village plans to approach land acquisition with the standard negotiation process. However, they may find it necessary to request special legislation to allow for quick take authority. e. Prime Farmland xiii. IDOT CBLRS asked if the new alignment would impact farmland. CMT stated that compensatory storage was going to be placed in a farmed property. The site is currently owned by Crosswinds Church. The property is within the Village corporate limits. xiv. As with all environmental resources, updated coordination with IDOA will be included in an amended PDR. f. 404 Permit xv. CBLRS asked if the project requires an Individual Permit from the Army Corps of Engineers. Based upon Phase I coordination an Individual Permit is expected. However, an alignment shift to the north is expected to reduce impacts to the West Norman Drain wetlands. xvi. CMT will investigate and document the wetland and floodplain impacts based on alignment changes. xvii. CBLRS suggested CMT contact USACE before a federal coordination meeting to determine if an individual permit would still be required or if it can be processed with a regional permit. g. Environmental Survey - IDOT requested that the Environmental Survey Request Addendum show the original and proposed ESR limits. h. Section 4(f) xviii. CBLRS asked if any of the properties impacted by the new alignment were public owned recreation areas. CMT stated that since the approval of the PDR, the Plainfield Park District (a separate entity from the Village of Plainfield), purchased property along the west bank of the DuPage River. This property intended to be an extension of the river trail. The 143rd Street Bridge will span the park district property and not impact the future extension of the river trail. xix. CBLRS stated this will be a 4(f) issue that would likely be considered a de minimis impact. xx. CBLRS requested an email be sent to IDNR Grants to determine if LAWCON or OSLAD funds were used by the park district to purchase the property. i. Air Quality - CBLRS stated the COSIM will need to be updated. j. Noise - CBLRS stated the Noise Analysis will need to be updated. k. Public Involvement xxi. CBLRS stated an updated public involvement plan would need to be submitted. xxii. CBLRS asked about the opposition that was documented in the PDR. Plainfield stated that similar opposition will likely be documented at any future meetings. However, little, if any, opposition has been voiced at recent public meetings pertaining to Plainfield street planning. Appendix 24 - 39 Page 5 of 5 MEETING MINUTES Transmitted via email August 14, 2018 CMT No. 16242-02-00 3. Scope of Phase I Update Work a. CMT shared a project schedule that would lead to construction of the 143 rd Extension in 2022 and 2023. This schedule satisfies the Freight Grant expenditure requirements. b. CBLRS expressed concern about the process and timeline to update the design and environment documentation that must be completed before property negotiations can be initiated. CBLRS indicated that FHWA will decide how the new and different resource impacts will be documented. c. CBLRS stated that at minimum, the ECAD would likely need to be reopened. Further discussion about the possibility of processing the revised project alignment as an Environmental Assessment ensued which also led to the NEPA/404 Merger process. 4. Next Steps a. The group discussed whether to bring the project to the August 14 th or September FHWA Coordination meeting. b. CMT will investigate and document the alignment and resource impact information (ponds, wetlands, residential, business) before the meeting. c. Plainfield/CMT will confirm with BLRS if they would attend the August or September FHWA Coordination Meeting. d. Plainfield is actively pursuing additional grant and funding partners for the project. Will County is partnering with Plainfield in support of the 2018 Build Grant application. Plainfield will also request funding participation from IDOT for the IL 59 and IL 126 construction costs that will be part of the proposed project. Appendix 24 - 40 Appendix 24 - 41 AGENDA 143rd Street Extension (IL 59 to IL 126) IL Route 126 Re-route Village of Plainfield August 1, 2018 @ 10:00 A.M. IDOT District 1 Office Topic Meeting Notes: IL Competitive Freight Grant  Federal FY 2022 Grant ROW Negotiations & Impacts  Com Ed Decision  Project Adjustments  Approval Process  Schedule Impacts Project Schedule  Phase I Update 2018/2019  Phase II 2019-2021  Individual Permit 2019-2021  Land Acquisition 2019-2021  Construction 2022-2023 Updated Federally Approved CE  See Attached Preliminary Checklist Appendix 24 - 42 Page | 2 143rd Street Extension (IL 59 to IL 126) IL Route 126 Re-route Village of Plainfield August 1, 2018 @ 10:00 A.M. IDOT District 1 Office Attendees: Name Representing Email Appendix 24 - 43 Appendix 24 - 44 Illinois Competitive Freight Grant Meeting with IDOT Project ScheduleFAU 0350143rd Street ExtensionIL 59 to IL 12606‐00040‐00‐FP1Q 2Q 3Q 4Q 1Q 2Q 3Q 4Q 1Q 2Q 3Q 4Q 1Q 2Q 3Q 4Q 1Q 2Q 3Q 4Q 1Q 2Q 3Q 4QPHASE I ‐ STUDY & ENV.Signed ECAD 02/2011Design Approval 12/2014PHASE II ‐ PLANS & LAND ACQ.Floodplain Study B&G 04/2019Environ. Clearance Updates 06/2019IDS and PDR Updates 06/2019Preliminary PS&E Submittal 07/2019Land Acquisition 06/2021Section 404 Permit Submittal 07/2019Section 404 Permit Received 03/2021Other Permits 03/2021Pre‐Final PS&E Submittal 05/2021Final PS&E Submittal 07/2021PHASE III ‐ CONSTRUCTIONICF Fund Availability Start 10/2021Letting 11/2021Construction NTP 02/2022Construction Completion 11/2023ICF Full Expenditure Deadline 09/20242025Task Date2018 2019 2020 2021 20222011‐2017202320247/17/2018Appendix 24 - 45 Appendix 24 - 46 Appendix 24 - 47 Appendix 24 - 48 Appendix 24 - 49 Appendix 24 - 50 Page 1 of 4 MEETING MINUTES Transmitted via email November 20, 2018 CMT No. 16242-02-00 Project: Village of Plainfield 143rd Street Extension Phase II CMT No.: 16242-02-00-17 Section No.: 06-00040-00-FP Project No.: M9003 (273) Location: IDOT D1 Schaumburg 4th Floor Executive Conference Room Date: September 18, 2018 Time: 10:45 AM Subject: FHWA Coordination Meeting Attendees: See attached sign-in sheet Please review the attached REVISED minutes, if our understanding of the information exchange as presented in these notes is different from yours kindly inform us so we can revise accordingly. Should we not here from you within one (1) weeks’ time we will consider these notes correct as presented. Signed Charles M. “Tice” Cole, P.E., PTOE Appendix 24 - 51 Page 2 of 4 MEETING MINUTES Transmitted via email November 20, 2018 CMT No. 16242-02-00 1. Introduction and Project Updates a. The Village of Plainfield (Village) introduced the project to the meeting attendees. The Village stated that further Phase II coordination with ComEd resulted in the originally approved alignment through ComEd’s property being no longer feasible to ComEd due to recent changes regulatory changes pertaining to electricity generation and transmission. The Village proposed to shift the alignment to the north to avoid the permanent parallel impacts to the ComEd corridor. b. The Village restated the possibility of moving IL Route 126 onto the future segment of 143rd Street per the letter from IDOT dated November 3, 2005. Plainfield has been working to implement a plan to move Illinois Route 126 out of downtown Plainfield. The Village stated they would pursue implementation and maintenance of this needed local and regional transportation asset even if IDOT did not ultimately end up taking jurisdiction. The Village indicated that while the western portions of 143 rd Street (west of Steiner Road) would need to be constructed to fully complete the IL Route 126 reroute, an interim jurisdictional transfer could occur between existing IL 126 and Wallin Drive. Wallin Drive between Lockport Street and 143rd Street would become IL 126 in the interim. Wallin Drive was previously designated US 30, before US 30 was rerouted to 143rd Street and IL 59. c. CMT presented a strip map exhibit showing the originally approved alignment and the proposed alignment to the north. CMT also presented a table of environmental impacts comparing the originally approved alignment to the proposed alignment. d. The Village noted the project has been awarded $20,328,000 in IL Competitive Freight funds for construction of the project. The grant funds will be available in the federal fiscal year 2022 (beginning October 1, 2021). FHWA noted that this is based upon planned future programming of this fund type and it is not a grant. IDOT asked about the anticipated letting date. The Village stated that a November 2021 letting is scheduled in conjunction with the anticipated ICF funds. 2. Logical Termini FHWA and IDOT concurred with the logical termini of west of IL 59 and east of IL 126. 3. Scope of Work a. Due to the intended jurisdictional transfer, IDOT requested following BDE criteria for a minor arterial. b. Due to the intended jurisdictional transfer and following BDE criteria, IDOT requested the complete streets policy be followed. IDOT further clarified that the complete streets policy does not require the bicycle and pedestrian accommodations to be within state ROW. The section of 143rd Street between Naperville Road and IL 126 could have a shared use path on ComEd property to minimize impacts to the Bass & Gill club. c. FHWA and IDOT concurred with the scope of work as indicated in the proposed concept plan. Appendix 24 - 52 Page 3 of 4 MEETING MINUTES Transmitted via email November 20, 2018 CMT No. 16242-02-00 4. Environmental a. CMT noted that the shift in the alignment moved the improvements significantly out of the West Norman Drain and adjacent wetlands. This substantially reduces both permanent and temporary surface water impacts. The original PDR anticipated an individual permit from the USACE due to the magnitude of the original alignment impacts. The new alignment is expected to result in less than the 1.0 acre threshold of permanent surface water impacts which is eligible under the Chicago District Regional Permit Program. In is anticipated that no individual 404 or individual 401 water quality certification will be required. CMT will be holding a preapplication meeting with USACE soon. CMT noted the anticipated schedule can accommodate an individual or regional permit. b. CBLRS asked about Section 4(f) impacts. CMT stated that the originally approved PDR had none; however, the Plainfield Park District (separate from Village) purchased the back half of the storage facility, between the facility and the river, for the intent of eventually extending the river trail along the west side of the DuPage river (as described in the approved Plainfield Park District Comprehensive Plan). This property was separated from the storage facility property and purchased by the Park District after Phase I was approved. Both the originally approved alignment and the revised alignment would impact the entire parcel, accommodate the future river trail (bridge span over it), and preserve a connection between the proposed 143rd Street Bridge over the river to the future river trail. IDOT requested a drawing showing the clear limits of the property, what is being taken and what the remainder is, and a description of the taking purpose. CMT shall provide this information. IDOT will determine if a de minimis impact finding will be the appropriate 4(f) finding. c. The conceptual exhibit shows potential impacts for the first and second homes at the northeast quadrant of Naperville Road and proposed 143rd Street. The first home, closest to 143rd Street, will likely be a total acquisition based upon the proposed alignment. The second home will likely have the separate garage impacted by the proposed alignment. IDOT requested the ESR limits completely cover both these properties to cover the second home if it becomes a complete acquisition. A total acquisition of the second home will be determined during the intersection design, row impact analysis, and appraisal process. d. IDOT requested an Environmental Survey Request (ESR) be submitted as soon as possible. IDOT requested a copy of the wetland delineation from 2016 be included with the ESR submittal. CMT shall prepare the ESR for submittal. IDOT also requested an updated wetland impact evaluation. e. IDOT stated the wetland delineation would be valid for 5 years. f. IDOT requested an updated noise analysis. g. IDOT requested an updated COSIM screening including both the total ADT and highest DHV. Appendix 24 - 53 Page 4 of 4 MEETING MINUTES Transmitted via email November 20, 2018 CMT No. 16242-02-00 h. IDOT asked if the filling of the floodplain at the Bass & Gill club would raise the floodplain by 1 foot. CMT stated an analysis would need to be performed to answer that question. CMT shall include this analysis with the Phase I update scope of work. i. IDOT asked if the fishing club was privately owned. The Village confirmed it is. Therfore, this property is not eligible for Section 4(f) protections. j. IDOT asked if the previous public meetings included the IL 126 reroute. After the meeting Huff & Huff and CMT demonstrated that this was included in the 2011 approved ECAD and presented at previous public meetings. IDOT stated no public hearing was required at this time. k. IDOT stated a public information meeting would be required for the alignment shift. l. IDOT and FHWA agreed that the revisions to the roadway alignment shall proceed as a federally approved categorical exclusion. Environmental impacts will be documented in the amended Project Development Report (PDR). 5. Updates to the Design/Report a. The originally approved sidewalk on the north side of the bridge over the DuPage River will be changed to a shared use path to meet IDOT policy. b. IDOT requested 2050 CMAP traffic projections in the updated report. The I-55 interchanges are not included within the official model. c. IDOT noted the new design vehicle requirements, per the latest BDE Procedure Memoranda, regarding WB 65 vehicles being able to make turns at intersection of two state designated truck routes with encroachment. Also, updated design vehicle requirements regarding the single unit truck and the school bus. d. IDOT requested traffic signal warrants for the three intersections (IL 59, Naperville Road, IL 126). IDOT requested an analysis of signals being warranted within 5 years of construction. e. IDOT stated that BDE Programming will handle all design exceptions. f. IDOT requested the PDR update report be started over with BLR 22210 instead of a technical memorandum update. Appendix 24 - 54 Appendix 24 - 55 Village of Plainfield143rd Street Extension ‐ IL 59 to IL 12606‐00040‐00‐FPAlignment Shift Evaluation Matrix9/11/2018Original Approved Alignment Proposed Alignment - NorthComEd CorridorNo Permanent Land Acquisition from ComEd (1)# Impact Item Method Of MeasurementImpacts Tabulated Based Upon Further Phase II Refinement of Design, May Differ from Approved Phase I ReportImpacts Tabulated Based upon a mix of Phase II survey and existing Will County LIDAR based upon new project limits. Tabulation Reflects a profile and an updated preliminary 3D model for project footprint.Comments1 Property ImpactsAcres of ROW & Easements Permanent / Temp22.15 (6.14 T)22.55 (6.74 T)2Isolated Wetland Permanent ImpactsAcres of Wetlands (2)0.030.03Located at proposed Compensatory Storage C behind Chicago Bridge and Iron Property3USACE Jurisdictional Wetland ImpactsAcres of Wetlands (2)1.57 (2.71 T)0.60 (1.07 T)Alignment shift to North moves improvements out of the West Norman Drain Area, between IL 59 and the DuPage River4USACE Jurisdictional Stream ImpactsAcres of Stream Impacts (2)0.84 (0.10 T)0.26 (0.10 T)Alignment shift to North moves improvements out of the West Norman Drain Area, between IL 59 and the DuPage River5Total WOUS Impacts (Sum of 3 and 4 above)Acres of Wetlands (2)2.410.86The project will result in permanent impacts 0.86 acres of waters of the US (0.26 acres of stream and 0.60 acres of federally jurisdictional wetlands). Up to 1.0 acres of impact is permitted under the Chicago District Regional Permit (RP) 3 for Transportation Projects. The project is expected to meet all of the terms and conditions of the RP3 and the conditions of the IEPA 401 water quality certification granted to the RP.6 Pond ImpactsAcres of Ponds (3) 0 1.35Alignment shift to North impacts a private pond, just east of DuPage River; the Bass & Gill Club pond, between Naperville Road and IL 126; and the detention pond behind the storage facility.7 Floodplain ImpactsAcres of Impacts to Floodplain (4)13.7811.93Floodplain Impacts decrease at the West Norman Drain, between IL 59 and the DuPage River. Floodplain impacts increase at the Bass & Gill Club, between Naperville Road and IL 126. A net decrease in overall floodplain impacts8Park ImpactsSection 4(f)Acres of Publicly Owned Recreation Areas Impacted (5)1.23 1.23This property is fully impacted by both the original and proposed alignment. Niether the original or proposed alignment will adversely affect the river path function for which the property was acquired.9 Residential DisplacementsNumber of Residences with Displacement01Alignment shift to North moves improvements out of open (future transmission) ComEd corridor towards existing residential land use. Residence at Northeast Quadrant of 143rd at Naperville Road10 Business DisplacementsNumber of Businesses with Displacement01Alignment shift to North moves improvements out of open (future transmission) ComEd corridor towards existing commercial land use. Impacts storage facility at northeast quadrant of 143rd Street at IL 5911 Major Utility ImpactsQualitative For CorridorImpacts Planned Overhead Transmission Lines-Alignment shift to North moves improvements out of open (future transmission) ComEd corridor12Long Term Maintenance LiabilitiesLength of Corridor (miles) / # of Major Structures1.33 / 11.34 / 2Both Original and Proposed Alignment include a major bridge structure over the DuPage River. The Proposed Alignment includes an 1800 foot long retaining wall at the Bass & Gill Club to minimize impacts.Notes(1)(2)(3)(4)(5)Plainfield Park District (separate entity from Village of Plainfield) purchased a property after Phase I completion. It is between the storage facility and the west bank of the DuPage River.Updated Wetland and Stream Delineations Completed in 2016 by Huff & Huff. Delineated areas generally cover the original and proposed aligments.Determined to not be Wetlands or WOUS per Huff & Huff wetland delination in 2016Based upon a detailed model of the actual existing contours, not FEMA mapping, for all areas except Bass & Gill Club. No Hydraulic Information at Bass & Gill Club, relied upon FEMA mappingNo Permanent Land Acquisition Parallel to Corridor Alignment, Existing roadway crossing of Plainfield/Naperville Road will require intersection corner clips, IDOT has existing permanent easements on ComEd property on both sides of IL 59 at 143rd and they may elect to change them to fee simple ROWAppendix 24 - 56 Printed 9/12/2018 Page 1 of 3 BLR 22410 (Rev. 05/08/09) Initial Coordination Meeting Data 09/11/18 Will Will County Council FAU 0350 Date County Council Route NHS Yes No SRA Yes No $52 million Program Cost Illinois Route 59 to Illinois Route 126 Termini 06 - 00040 - 00 - FP Village of Plainfield M9003(273) Collector Section Number Township/Municipality Project Number Functional Classification 12-06-0013 Village of Plainfield TIP Number Jurisdiction of Route The project is located in Sections 3, 4, 9 and 10 of Range 9E, Township 36N (Plainfield Township) Location Illinois Route 59, Illinois Route 126, US Route 30 State Route(s) Included Existing Cross Section: Location Surface Width Type Roadway Width Shoulder Type/ Curb & Gutter Type NA Average Daily Traffic: Existing : - 2018 P 19,000 2040 % Trucks: 10 ADT Current Year ADT Projected Other: Bridge No.: 099-3364 (f-f of Curb): 44 (f-f of Rail): - Sufficiency Rating: 100.0 Culvert Conveying Existing West Norman Drain Under 143rd Street, West of IL 59 Bridge No.: 099-2010 (f-f of Curb): - (f-f of Rail): 40 Sufficiency 92.4 IL 126 over Material Service Road (now Bass & Gill Club Access Drive) Maximum Grade: 1.75% Minimum Horizontal Curve: 1000’ High Accident Location(s): None per 2014 approved PDR, to be rechecked Appendix 24 - 57 Printed 9/12/2018 Page 2 of 3 BLR 22410 (Rev. 05/08/09) Description of Proposed Work: New Roadway Connection between IL 59 and IL 126. New crossing of DuPage River between IL 59 and Naperville Road. Design Policy: 3R Rural Urban Bicycle Guidelines Proposed Cross Section: Location Surface Width Type Roadway Width Shoulder Type Curb & Gutter Type Non-Intersection 48 foot HMA or PCC 54 foot B-6.24 OS / B-6.12 IS Intersection 60 foot HMA or PCC 64 foot B-6.24 OS / B-6.12 IS Bridge No.: 099-6006 (f-f Curb): 58-68’ (f-f of Rail): - Required Structural TSL BLR BCR Other Any proposed traffic signals ?: Yes No Location(s): IL 59, Naperville Road, IL 126 Are signal warrants met ?: Yes No Variances: Item Description Standard Justification Level One – Accessibility of Disabled Persons Sidewalks Accordance with Bike Plan Level One – Intersection LOS – IL59 LOS D Widen IL 59 from 4 to 6 lane Level One – Freeboard above 50-year flood 3 foot Raising IL 59 Level Two – LOS Movements – IL 59 LOS C/D Widen IL 59 from 4 to 6 lane Level Two – LOS Movements – IL 126 LOS C ROW Constraints Level Two – LOS Movements – Naperville Rd LOS C ROW Constraints Level Two – Intersection Angle – Naperville Rd 30 degrees ROW Constraints Level Two – Intersection Angle – IL 126 30 degrees ROW Constraints Level Two – Turn Lane Lengths – IL 59 Red Time Q Widen IL 59 from 4 to 6 lane Level Two – Turn Lane Lengths – IL 126 Red Time Q Exceeds Max Practical Maintenance of Traffic/Detour: The majority of the improvement is on new alignment and requires no MOT. Existing cross routes can remain open during construction with staged construction. Appendix 24 - 58 Printed 9/12/2018 Page 3 of 3 BLR 22410 (Rev. 05/08/09) Level of Environmental Significance: Categorical Exclusion: Does the Project meet the following: Actions which do not involve potential for extraordinary circumstances. Actions which involve potential for extraordinary circumstances requiring concurrence from the FHWA because they involve one or more of the following: (a) Involve in-stream work requiring non-routine mitigation (b) Require an individual section 404 permit from the Corps of Engineers (c) Require additional right-of-way (including temporary or permanent grading easements) which involves relocation of residences or businesses or exceeds one or more of the following: (1) Ten acres of prime farmland (2) Three acres of land per mile of roadway or 10 acre total for a non-linear(spot) improvement (e.g., bridge, intersection) (3) Land takes from 10 property owners (d) Require substantial changes in access control (e) Substantially increase 100-year flood water surface elevations (f) Involve impacts on wetlands (g) Require preparation of a biological assessment for threatened or endangered species (h) Affect the characteristics that would qualify an historic or archaeological resource for inclusion on the National Register of Historic Places (i) Take land (permanent or temporary use) from section 106 resource, or (j) Take land (permanent or temporary use) from section 4(f) resource, or (k) Be controversial on environmental grounds or inconsistent with federal, state or local laws relating to the environment Procedures in addition to above factors: Environmental Class of Action Determination (ECAD) Additional Information: Short list of project specific items not covered above that may affect the schedule, approval or implementation of the project. This project is one section of the overall planned IL 126 Reroute to remove the state route from downtown Plainfield. Upon completion of this improvement, it is the intent to transfer jurisdiction to IDOT. See IDOT letter dated 11/3/2005 Attachments: Functional Classification Map with project limits IL Route 126 Reroute Exhibit and IDOT Letter Appendix 24 - 59 143rdStreet Extension Project LimitsProject LocationMapping out of date, US 30 (OPA) is now on 143rdStMapping out of date, US 30 (OPA) is now on 143rdSt143RDST143RDSTLockport StreetAirport Rd135thSTRidge RdSteiner RdWailin DrVan Dyke RdDowntown Plainfield Lockport StreetAppendix 24 - 60 Appendix 24 - 61 Appendix 24 - 62 143rdStreet Extension Project LimitsProject LocationMapping out of date, US 30 (OPA) is now on 143rdStMapping out of date, US 30 (OPA) is now on 143rdSt143RDST143RDSTLockport StreetAirport Rd135thSTRidge RdSteiner RdWailin DrVan Dyke RdDowntown Plainfield Lockport StreetAppendix 24 - 63 Appendix 24 - 64 Appendix 24 - 65 Appendix 24 - 66 Appendix 24 - 67 Appendix 24 - 68 Appendix 24 - 69 Appendix 24 - 70 Appendix 24 - 71 Appendix 24 - 72 Page | 1 AGENDA 143rd Street Extension (IL 59 to IL 126) Village of Plainfield IDOT Funding and Jurisdictional Transfer June 10th, 2019 @ 02:00 p.m. 201 Center Ct, Schaumburg 60196 IDOT District 1 Programming Conference Room Topic: Meeting Notes: Project Schedule  PDR Update  Letting Date Project Finances  Current Budget  Committed Funds  Current Grant Requests  IL Capital Bill Options  IL 126 & US 30 Costs Jurisdictional Transfer  Limits  Process Land Acquisition Appendix 24 - 73 Page | 2 Open Discussion / Questions Appendix 24 - 74 Page 1 of 6 MEETING MINUTES CMT No. 180-242-01.00 1 Project: Plainfield 143rd Street Extension Phase I Addendum CMT No.: 18024201.00 Section No.: 06-00040-00-FP Project No.: M9003 (273) Location: IDOT D1 Schaumburg – Programming Conference Room Date: June 10, 2019 Time: 2:00 PM Subject: Funding and Jurisdictional Transfer Attendees: NAME REPRESENTING PHONE NUMBER EMAIL Allen Persons Village of Plainfield apersons@goplainfield.com Randy Jessen Village of Plainfield rjessen@goplainfield.com Scott Threewitt Village of Plainfield sthreewitt@goplainfield.com Tony Quigley IDOT Anthony.Quigley@illinois.gov John Baczek IDOT John.Baczek@illinois.gov Issam Rayyan IDOT Issam.Rayyan@illinois.gov Omolora Johnson IDOT Omolora.Johnson@illinois.gov Brian Carlson IDOT Brian.Carlson@illinois.gov Steve Schilke IDOT Steven.Schilke@illinois.gov Tavis Farmer IDOT Tavis.Farmer@illinois.gov Chad Riddle IDOT Charles.Riddle@illinois.gov Jason Salley IDOT Jason.Salley@illinois.gov Eric Hansen CMT ehansen@cmtengr.com Charles “Tice” Cole CMT 630.907.7059 ccole@cmtengr.com Distribution: Attendees Revised 8/13/19 Appendix 24 - 75 Page 2 of 6 MEETING MINUTES CMT No. 180-242-01.00 2 Please review the attached minutes, if our understanding of the information exchange as presented in these notes is different from yours kindly inform us so we can revise accordingly. Should we not here from you within one (1) weeks’ time we will consider these notes correct as presented. Signed Charles M. “Tice” Cole, P.E., PTOE Appendix 24 - 76 Village of Plainfield 143rd St Extension Phase I Addendum Consultant Kickoff Meeting Minutes Date: December 4, 2018 Page 3 of 6 CMT No. 180-242-01.00 3 A meeting was held with IDOT D1, the Village of Plainfield (Village), and CMT on 6/10/2019 at IDOT D1 Schaumburg. The meeting began at 2:00 pm. 1. Project Schedule CMT provided an update on the project schedule and the Phase I amendment progress. The project is scheduled for a Phase I amendment in 2019 with Design Approval by the end of the year. Phase II is scheduled for 2020 and 2021 with a letting planned for November of 2021. Phase III is planned for construction in 2022 and 2023. The traffic projections have been updated from 2040 to 2050 and the intersections have been updated for revised traffic and a revised alignment. All topographic survey is completed and all geotechnical work, except for the DuPage River Bridge, is completed. Environmental field work will be completed this summer. A noise measurement plan will be submitted to IDOT for review before field work is completed. CMT has coordinated with Programming to determine the roadway geometric needs of the DuPage River Bridge based upon the intersections of IL 59 and Naperville Road. A hydraulic analysis has been performed. The width and length of the bridge has been determined. An alternatives analysis of the bridge girders is currently being performed. Upon completion, geotechnical field work will begin for the bridge and the TS&L will begin. CMT has coordinated with the IDOT Bicycle and Pedestrian Coordinator to determine Complete Streets requirements as the criteria of the improvement has been switched from BLRS to BDE criteria per the last FHWA Coordination meeting. The Village has coordinated with the Bass & Gill Club and the Club would prefer to keep impacts to their property minimized. Due to the floodplain, each square foot of lake filled will result in another 1.5 square feet of impacts to construct compensatory storage. CMT stated they are looking at three ways to minimize impacts to the club. The first is to move the path from the lake (Bass & Gill club property) to ComEd property. The IDOT Bicycle and Pedestrian Coordinator has stated that as long as the ComEd lease is 20 years and the path is constructed as part of the project, then it will meet the complete streets requirements. The Village of Plainfield will pay for the path or the proportionate local share if federal funding is used. Upon completion, the Plainfield Park District will assume jurisdiction of the path. CMT has coordinated with ComEd and they are agreeable to the 20-year lease. The Village has coordinated with the Park District and they are agreeable to attaining the 20-year lease. The Park District has existing leases on some of Appendix 24 - 77 Village of Plainfield 143rd St Extension Phase I Addendum Consultant Kickoff Meeting Minutes Date: December 4, 2018 Page 4 of 6 CMT No. 180-242-01.00 4 the ComEd properties involved in the project and will attain the remaining necessary. The Park District has stated the additional leases will not require Board approval and they would be preparing a letter of intent. The Village will be preparing an intergovernmental agreement with the Park District for the project. The second approach to minimizing Bass & Gill club impacts has been to reduce the median width of the road through that area. CMT coordinated with IDOT Programming and a narrower median was acceptable. The third approach to minimizing Bass & Gill Club impacts is to build a retaining wall through the lake instead of doing a standard fill section. A fill section results in more impacts that a retaining wall. A retaining wall costs more and has less impacts. The Bass & Gill Club had a mixed response regarding the fill and retaining wall alternatives. CMT will reevaluate compensatory storage needs based upon reducing the median and determine if residential compensatory storage impacts can be avoided. IDOT had a concern about the cost and scope risks associated with building through the lake. CMT stated that geotechnical borings had been completed via barge and the results are sand and gravel, consistent with what the likely historical use of strip mining indicates. The strip mines were likely constructed for materials for construction of I-55. 2. Project Finances CMT gave an overview of the current project cost, the committed funds, and current grant requests. The project cost as of early 2019 was $56 million with $41 million in construction, approximately $6 million in land acquisition and the balance being in engineering. The project is currently 60% funded with $4.5 million in federal STP funding through WCGL, $20.328 million in federal Illinois Competitive Freight (ICF) funding, and $9 million in Village of Plainfield funding. Village funding is money the Village already has saved, not planned for bonding. There is an approximate $22 million shortfall in funding. The Village submitted for $15 million in federal INFRA grant funding in March of 2019. The Village also submitted for $15 million in federal shared STP funding through WCGL in March of 2019. The Village received 25 bonus points for the project including 15 from Will County and 10 from Central Planning. The Village plans on submitting a request of $15 million in federal BUILD grant funds in July of 2019. IDOT noted that the ICF funds can only be used for Wetland Mitigation and Construction. IDOT noted that Phase II is currently being funded in part with STP funds awarded through the WCGL. IDOT asked about the ICF funding availability. CMT stated that the ICF funds are available starting October 2021 (FFY 2022) and the full expenditure must be made by September 2024. Appendix 24 - 78 Village of Plainfield 143rd St Extension Phase I Addendum Consultant Kickoff Meeting Minutes Date: December 4, 2018 Page 5 of 6 CMT No. 180-242-01.00 5 The Village stated they requested the State Route component share, not the local route share, from politicians in the Capital Bill. The Village noted that this project did not end up being a line item in the Capital Bill. The Village requested that IDOT fund the State Route component share of approximately $7.65 million for two intersections including US 30, IL 59 and IL 126. IDOT stated that they typically only contribute the local share of a federal/local 80/20 funding on state routes. This would result in a contribution of approximately $1.5 million. IDOT requested detailed cost estimates for both the overall project and the state routes. CMT shall follow-up with the detailed cost estimates. 3. Jurisdictional Transfer CMT gave an overview of the Village’s comprehensive plan as it relates to getting trucks and state routes out of downtown Plainfield. CMT outlined how US 30 had already been rerouted from Wallin Drive and Lockport Street to 143 rd Street and Division Street (IL 59) as part of a jurisdictional transfer with IDOT. CMT outlined how IL 126 is proposed to be rerouted from Main Street and Lockport Street to 143rd Street and Wallin Drive after completion of this project. Wallin Drive was previously US 30 and was built to IDOT standards before transfer to the Village. The Village outlined how IL 126 would be rerouted in the future with sections completed further to the west. The Village stated that a 1.4- mile western extension (new construction) of 143 rd Street from Ridge Road to Steiner Road is currently planned for construction in 2020 using local funds. A realignment of 143rd Street to Schoolhouse Road (Lockport Street) between Schlapp Road and Ridge Road is planned and would be the last part of the IL 126 reroute. The Village stated the improvements from Schlapp Road to east of Ridge Road are in Kendall County. Those improvement plans have been coordinated with Kendall County. The Village stated their interest in solving the local and regional transportation issues with this improvement. The Village stated they are committed to completing the project and taking jurisdiction even if IDOT does not ultimately agree to the jurisdictional transfer. IDOT requested the Village schedule another meeting to follow-up regarding funding and jurisdictional transfer after design approval. 4. Land Acquisition IDOT stated that it would be more advantageous for the project schedule to keep the land acquisition with the Village of Plainfield as the lead. The Village will be able to negotiate some things that IDOT may not be able to. Given the planned jurisdictional transfer, the Village asked who the properties should be acquired in the name of. IDOT stated that typically any properties located adjacent to their route can be acquired in their name. Appendix 24 - 79 Village of Plainfield 143rd St Extension Phase I Addendum Consultant Kickoff Meeting Minutes Date: December 4, 2018 Page 6 of 6 CMT No. 180-242-01.00 6 The Village asked about quick take authority. IDOT directed the Village to send a letter to IDOT asking IDOT for quick take authority use on this project. IDOT noted that the current PPI shows land acquisition as 100% local funding. 5. Action Items a. CMT/Village/IDOT Continue Phase I Study/Report Amendment b. CMT provide IDOT detailed overall project and IDOT route cost estimates for review c. Village send a letter to IDOT regarding quick take authority and who the properties should be acquired in the name of, given the planned jurisdictional transfer. d. Village schedule another meeting with IDOT to discuss funding and jurisdictional transfer after Design Approval The meeting was adjourned at approximately 3:15 pm. Appendix 24 - 80 Schedule 2019 2020 2021 2022 2023 Phase I Study Update IDOT DESIGN APPROVAL PUBLIC INVOLVEMENT ACTIVITY November 2021 LettingPhase II Design and Land Acquisition Phase III Construction Appendix 24 - 81 IDOT Funding and JT Meeting Project Schedule FAU 0350 143rd Street Extension IL 59 to IL 126 06-00040-00-FP 1Q 2Q 3Q 4Q 1Q 2Q 3Q 4Q 1Q 2Q 3Q 4Q 1Q 2Q 3Q 4Q 1Q 2Q 3Q 4Q 1Q 2Q 3Q 4Q PHASE I - STUDY & ENV. Signed ECAD 02/2011 l Design Approval 12/2014 l Alignment Shift Analysis 07/2018 l Phase I Amendment 11/2019 l Updated Design Approval 12/2019 l PHASE II - PLANS & LAND ACQ. Land Acquisition 06/2021 l Pre-Final PS&E Submittal 05/2021 l Final PS&E Submittal 07/2021 l PHASE III - CONSTRUCTION ICF Fund Availability Start 10/2021 l Letting 11/2021 l Construction NTP 02/2022 l Construction Completion 11/2023 l ICF Full Expenditure Deadline 09/2024 l HOLD 2025TaskDate201820192020202120222011- 2017 2023 2024 6/7/2019Appendix 24 - 82 Appendix 24 - 83 Appendix 24 - 84 Appendix 24 - 85 Appendix 24 - 86 Appendix 24 - 87 Appendix 24 - 88 143rd Extension Section: 06-00040-00-FP 2019 EAST SECTION - IL 59 TO IL 126 6/7/2019 Current Funding Status Federal STP Funding 4,500,000$ 8% Illinois Competitive Freight 20,328,000$ 36% Village of Plainfield 9,000,000$ 16%Local 9,000,000$ 16% Subtotal Funded 33,828,000$ 60% Unfunded 22,172,000$ 40% Total Project Cost 56,000,000$ Funding Applications 2019 (March) INFRA Grant Application 15,000,000$ submitted 2019 (March) Shared 15,000,000$ submitted 2019 (July) BUILD Grant Application 15,000,000$ to be submitted Funding Proposal Federal STP Funding 4,500,000$ 8% Illinois Competitive Freight 20,328,000$ 36% Village of Plainfield 9,000,000$ 16%Local 9,000,000$ 16% Subtotal Funded 33,828,000$ 60% INFRA Shared STP BUILD IDOT (for State Routes)7,650,000$ 14%State 7,650,000$ 14% Subtotal Unfunded 22,172,000$ Total Project Cost 56,000,000$ 26%14,522,000$ Federal 14,522,000$ 26% Federal 24,828,000$ 44% updated for IDOT Funding Meeting Federal 24,828,000$ 44% Appendix 24 - 89 $4,500,000 , 8% $20,328,000 , 36% $9,000,000 , 16% $22,172,000 , 40% Funding Status Federal STP Funding Illinois Competitive Freight Village of Plainfield Unfunded Appendix 24 - 90 $4,500,000 , 8% $20,328,000 , 36% $9,000,000 , 16% $14,522,000 , 26% $7,650,000 , 14% Funding Proposed Federal STP Funding Illinois Competitive Freight Village of Plainfield Other Federal TBD - INFRA, Shared STP, BUILD IDOT (for State Routes) Appendix 24 - 91 Date: 5/16/2019 Designer: CMT-AURORA Routes: US 30, IL 59, & IL 126 City/County: Plainfield / Will Section: 06-00040-00-FP Base Year: 2019 Estimated Costs Estimated Costs Estimated Costs US Rte 30 & IL Rte 59 IL Rte 126 Total IDOT 1 117,100$ 107,100$ 224,200$ 2 237,400$ 113,300$ 350,700$ 3 72,100$ 49,800$ 121,900$ 4 306,600$ 115,500$ 422,100$ 5 986,200$ 1,046,700$ 2,032,900$ 6 19,200$ 23,000$ 42,200$ 7 14,100$ 32,000$ 46,100$ 8 257,800$ -$ 257,800$ 9 75,000$ 50,000$ 125,000$ 10 -$ -$ -$ 11 10,000$ 12,500$ 22,500$ 12 280,400$ 191,000$ 471,400$ 13 237,600$ 174,100$ 411,700$ 14 2,613,500$ 1,915,000$ 4,528,500$ 15 -$ -$ -$ 16 269,300$ 257,500$ 526,800$ 17 -$ -$ -$ 18 -$ -$ -$ 19 26,900$ 25,800$ 52,700$ 20 296,200$ 283,300$ 579,500$ 21 2,909,700$ 2,198,300$ 5,108,000$ 22 436,500$ 329,800$ 766,300$ 23 3,346,200$ 2,528,100$ 5,874,300$ 24 -$ -$ -$ 25 296,100$ 40,800$ 336,900$ 26 152,000$ 115,000$ 267,000$ 27 334,700$ 252,900$ 587,600$ 28 334,700$ 252,900$ 587,600$ 29 4,463,700$ 3,189,700$ 7,653,400$ Based on IDOT BDE MANUAL FIGURE 65-1.B All values rounded to nearest $100 |Miscellaenous Items = Unknown Knowns, Contigency = Unknown Unknowns Preliminary Engineer's Opinion of Probable Construction Cost 143rd St. Extension ‐ IDOT Route Cost Earthwork Erosion Control and Landscaping Drainage Clearing, Minor Removal Items Work Classification Traffic Signals and Roadway Lighting Detours, Temporary Traffic Control - Roadway Railroad Crossing Improvements Subbase, Base, Surface, Shoulders Marking and Signing Guardrail, Roadside Safety Structure Removal Major Culverts Field Office and Laboratory Environmental Mitigation/Incidental Items Miscellaneous Items (10% Roadway Costs) Phase I Engineering Total Project Cost (Lines 23-28) Preliminary Engineering (Actual per Agreement) Design Engineering (10% of Line 23) Construction Engineering (10% of Line 23) Total Construction Cost (Lines 21 and 22) Utility Adjustments Land Acquisition and Relocations Structure Subtotal (Categories 15-19) Roadway and Structure Subtotal (Lines 14 and 20) Contingencies (15% of Line 21) Bridges Structures for Detours and Temporary Traffic Control Miscellaneous Items (10% Structure Costs) Roadway Subtotal (Categories 1-13) Appendix 24 - 92 544 545+00 546 547 548 549 550+00 551 552 553 554 555+00 556 557 558 559 560+00 561 562 563 564 565+00 566 567 568 569 57 0+00 571 572 573 574 507 508 509 510+00 511 512 513 514 515+00 516 517 518 519 520+00 521 522 523 524 525+00 526 527 528 529 530+00 531 532 533 534 535+00 536 537 538 539 540+00 541 542 543 RC ENTERPRISES LP 06-03-03-302-010-0000 MODEL NAME == = FILE NAME =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Bass&Gill_Stripmap.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Drawings\Exhibits\..WILL06-00040-00-FP0350 U.SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS 300.0000 ' / in.=PLOT SCALE 5/16/2019 (11:10:05 AM)=PLOT DATE DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - 160WEST NO R MA N D R AI NRAVAGO RECYCLERS INC VINTAGE TECH SUBSTATION COMED TURING FAC- MANU- NNM BRIDGE & IRON CHICAGOILLINOIS ROUTE 59POND PRIVATE UNIT 1 VILLAGE MILLRACE ACRES JUDS CEMETERY ST MARYS MELODY LANE UNIT 2 VILLAGE MILLRACE ACRES JUDS GOLDEN LANECOPPER DRIVE CLUB AND GUN PURE ROD 143RD STREETUS ROUTE 30ROUTE 59ILLINOISWES T NORMAN DRAI ND U P A G E RIVE R TR AIL COMED TRANSMISSION CORRIDOR DRAINEAST NORMANDU P AG E R IV E R DUPAGE RIVEREX FARM FIELD EX FARM FIELD FIELD FARM EX WEST NORMAN DRAIN NAPERVILLE ROADEX QUARRY POND EX QUARRY POND EX QUARRY POND EX QUARRY POND ROD AND GUN CLUB THE NEW LILY CACHE FORMERLY KNOWN AS DEER CREEK RECREATION CLUB, INC.PENNLAND SUBDIVISION SPEEK PROPERTIES EX PARKING LOT MODEL NAME == = FILE NAME =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Bass&Gill_Stripmap.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Drawings\Exhibits\..300.0000 ' / in.Mike Wittkop5/16/2019 (11:10:05 AM) D1143-IDOT_Share.dgn Default 11"=150'1 CMC MJW MJW EX PARKING LOT FLETCHER LAKE BASS & GILL CLUB MAIN LAKE BASS & GILL CLUB US ROUTE 30 / 143RD STREET COMED TRANSMISSION CORRIDOR COMED TRANSMISSION CORRIDOR CO MED TRA NS MISSIO N COR RID O R 05/16/2019 LEGEND 0 150 300 450 SCALE IN FEET 0 150 300 450 SCALE IN FEET MATCHLINEMATCHLINECO MED TRA NS MISSIO N COR RID O RCLUB AND GUN PURE ROD COMED TRANSMISSION CORRIDORCOMED TRANSMISSION CORRIDOR D U P A G E RIVE R TR AIL CORRIDORCOMED TRANSMISSION ACCESS DRIVE EX VULCAN PLAINFIELD QUARRY / OZINGA VILLAGE OF PLAINFIELD - 143RD STREET SELF STORAGE U-STORE-IT, L.P. CUBE SMART PR CULVERT EXTENSION EXTENSION PR CULVERT ILLINOIS ROUTE 126 (MAIN STREET) / HISTORIC ROUTE US 66 CONCEPT IMPROVEMENTS CONCEPT IMPROVEMENTS GREEN-T STRIKE LAKE BASS & GILL CLUB PR 143RD STREET (FUTURE IL RTE 126) PR 143RD STREET (FUTURE IL RTE 126) (WEST NORMAN DRAIN) PR COMPENSATORY STORAGE (DUPAGE RIVER) STORAGE PR COMPENSATORY (LILY CACHE CREEK) PR COMPENSATORY STORAGE IDOT PORTION OF PROJECT EXHIBIT IDOT PARTICIPATION  Copyright CMT,License No. 184-000613 Appendix 24 - 93 Appendix 24 - 94 Appendix 24 - 95 143rd Street Extension (IL 126 Jurisdictional Transfer) Project Location 143RD ST143RDST Lockport Street Airport Rd 135th ST Ridge RdSteiner RdWallin DrVan Dyke RdFormerly US 30 Lockport Street IDOT Takes Jurisdiction (Proposed IL 126)Plainfield Takes Jurisdiction Appendix 24 - 96 544 545+00 546 547 548 549 550+00 551 552 553 554 555+00 556 557 558 559 560+00 561 562 563 564 565+00 566 567 568 569 57 0+00 571 572 573 574 507 508 509 510+00 511 512 513 514 515+00 516 517 518 519 520+00 521 522 523 524 525+00 526 527 528 529 530+00 531 532 533 534 535+00 536 537 538 539 540+00 541 542 543 RC ENTERPRISES LP 06-03-03-302-010-0000 MODEL NAME == = FILE NAME =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Bass&Gill_Stripmap.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Drawings\Exhibits\..WILL06-00040-00-FP0350 U.SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS 300.0000 ' / in.=PLOT SCALE 5/16/2019 (11:10:05 AM)=PLOT DATE DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - 160WEST NO R MA N D R AI NRAVAGO RECYCLERS INC VINTAGE TECH SUBSTATION COMED TURING FAC- MANU- NNM BRIDGE & IRON CHICAGOILLINOIS ROUTE 59POND PRIVATE UNIT 1 VILLAGE MILLRACE ACRES JUDS CEMETERY ST MARYS MELODY LANE UNIT 2 VILLAGE MILLRACE ACRES JUDS GOLDEN LANECOPPER DRIVE CLUB AND GUN PURE ROD 143RD STREETUS ROUTE 30ROUTE 59ILLINOISWES T NORMAN DRAI ND U P A G E RIVE R TR AIL COMED TRANSMISSION CORRIDOR DRAINEAST NORMANDU P AG E R IV E R DUPAGE RIVEREX FARM FIELD EX FARM FIELD FIELD FARM EX WEST NORMAN DRAIN NAPERVILLE ROADEX QUARRY POND EX QUARRY POND EX QUARRY POND EX QUARRY POND ROD AND GUN CLUB THE NEW LILY CACHE FORMERLY KNOWN AS DEER CREEK RECREATION CLUB, INC.PENNLAND SUBDIVISION SPEEK PROPERTIES EX PARKING LOT MODEL NAME == = FILE NAME =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Bass&Gill_Stripmap.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Drawings\Exhibits\..300.0000 ' / in.Mike Wittkop5/16/2019 (11:10:05 AM) D1143-IDOT_Share.dgn Default 11"=150'1 CMC MJW MJW EX PARKING LOT FLETCHER LAKE BASS & GILL CLUB MAIN LAKE BASS & GILL CLUB US ROUTE 30 / 143RD STREET COMED TRANSMISSION CORRIDOR COMED TRANSMISSION CORRIDOR CO MED TRA NS MISSIO N COR RID O R 05/16/2019 LEGEND 0 150 300 450 SCALE IN FEET 0 150 300 450 SCALE IN FEET MATCHLINEMATCHLINECO MED TRA NS MISSIO N COR RID O RCLUB AND GUN PURE ROD COMED TRANSMISSION CORRIDORCOMED TRANSMISSION CORRIDOR D U P A G E RIVE R TR AIL CORRIDORCOMED TRANSMISSION ACCESS DRIVE EX VULCAN PLAINFIELD QUARRY / OZINGA VILLAGE OF PLAINFIELD - 143RD STREET SELF STORAGE U-STORE-IT, L.P. CUBE SMART PR CULVERT EXTENSION EXTENSION PR CULVERT ILLINOIS ROUTE 126 (MAIN STREET) / HISTORIC ROUTE US 66 CONCEPT IMPROVEMENTS CONCEPT IMPROVEMENTS GREEN-T STRIKE LAKE BASS & GILL CLUB PR 143RD STREET (FUTURE IL RTE 126) PR 143RD STREET (FUTURE IL RTE 126) (WEST NORMAN DRAIN) PR COMPENSATORY STORAGE (DUPAGE RIVER) STORAGE PR COMPENSATORY (LILY CACHE CREEK) PR COMPENSATORY STORAGE IDOT PORTION OF PROJECT EXHIBIT IDOT PARTICIPATION  Copyright CMT,License No. 184-000613 Appendix 24 - 97 Page 1 of 6 MEETING MINUTES CMT No. 180-242-01-00 1 Project: Plainfield 143rd Street Extension Phase I Addendum CMT No.: 180-242-01-00 Section No.: 06-00040-00-FP Project No.: M9003 (273) Location: IDOT D1 Schaumburg – Executive Conference Room Date: November 12, 2019 Time: 10:00 AM Subject: Project Status, Funding, JT and IGA Attendees: NAME REPRESENTING PHONE NUMBER EMAIL Allen Persons Village of Plainfield 815-436-3577 apersons@goplainfield.com Randy Jessen Village of Plainfield 815-230-2030 rjessen@goplainfield.com Scott Threewitt Village of Plainfield 815-230-2037 sthreewitt@goplainfield.com Tony Quigley IDOT Anthony.Quigley@illinois.gov John Baczek IDOT 847-705-4119 John.Baczek@illinois.gov Omolora Johnson IDOT Omolora.Johnson@illinois.gov Brian Carlson IDOT 847-705-4080 Brian.Carlson@illinois.gov Sudud Mahmoud IDOT 847-705-4258 Sudud.mahmoud@illinois.gov Sheila Derka IDOT 847-705-4291 Sheila.derka@illinois.gov Chad Riddle IDOT 847-705-4406 Charles.Riddle@illinois.gov Jason Salley IDOT 847-705-4080 Jason.Salley@illinois.gov Eric Hansen CMT – Vice President 309-680-1301 ehansen@cmtengr.com Charles “Tice” Cole CMT – Project Manager 630-907-7059 ccole@cmtengr.com Cindy DuBois CMT – Land Acquisition 217-572-1120 cdubois@cmtengr.com Distribution: Attendees Appendix 24 - 98 Page 2 of 6 MEETING MINUTES CMT No. 180-242-01-00 2 Please review the attached minutes, if our understanding of the information exchange as presented in these notes is different from yours kindly inform us so we can revise accordingly. Should we not here from you within one (1) weeks’ time we will consider these notes correct as presented. Signed Charles M. “Tice” Cole, P.E., PTOE Appendix 24 - 99 Village of Plainfield 143rd St Extension Phase I Addendum Meeting Minutes – IDOT District One Date: November 12, 2019 Page 3 of 6 CMT No. 180-242-01-00 3 A meeting was held with IDOT D1, the Village of Plainfield (Village), and CMT on 11/12/2019 at IDOT D1 Schaumburg. The meeting began at 10:00 am. 1. Project Status Update CMT provided an update on the project schedule and the Phase I amendment progress. The project is scheduled for a Phase I amendment in 2019 with Design Approval by the end of the year. Phase II is scheduled for 2020 and 2021 with a letting planned for November of 2021. Phase III is planned for construction in 2022 and 2023. CMT stated they would be delivering the Draft PDR to Kevin Stallworth at BLRS after the meeting. Chad stated BLRS will begin reviewing the Draft PDR. Jason stated that Geometrics Studies Unit review of the design would take up to 6 weeks. Jason asked if the Draft PDR includes updated BDE 3100 design exception forms. CMT confirmed it did. CMT stated that the TS&L, PBDHR, and SGR would be submitted to BLRS for the new 143rd Street Bridge over the DuPage River as well as the 143rd Street Culvert conveying the West Norman Drain in the coming weeks. CMT stated that the TS&L and SGR for the IL 126 Underpass Extension for the Bass & Gill Club driveway as well as the 2000-foot long retaining wall through Bass & Gill Club Fletcher Lake would also be submitted in the coming weeks. CMT stated that the construction footprint had been finalized, so the PESA response and WIE evaluation would be submitted to BLRS in the coming weeks. Supplemental information for cultural clearance had already been submitted. With these upcoming submittals, all environmental information, except noise, would be ready for IDOT to process clearances. CMT stated that the noise abatement analysis had not been finalized, but preliminary results indicated that the impacted receptors were not meeting the reasonable criteria set forth in IDOT policy. John asked if there would be additional public involvement, such as a hearing, to follow up on these outstanding noise questions. Chad stated that BLRS would not require a public hearing. Chad stated that the Phase I design approval could extend into 2020; however, the plats and legals as part of Phase II could proceed as the critical path on the project. CMT shall proceed with plats & legals. IDOT asked about any major utilities being impacted. CMT stated that now the project is outside of the ComEd corridor, the conflicts were minor and located at intersections. IDOT asked about pipelines. CMT stated there were no pipelines. JULIE tickets were done in the original PDR and again in 2016 as part of the Phase II for the original alignment. In addition, the topographic survey and structure inspections have already been performed for the new alignment. An Appendix 24 - 100 Village of Plainfield 143rd St Extension Phase I Addendum Meeting Minutes – IDOT District One Date: November 12, 2019 Page 4 of 6 CMT No. 180-242-01-00 4 updated JULIE ticket will be opened in Phase II for some new fiber that has been installed along Naperville Road and to ensure nothing else has been installed within the project limits. 2. Public Information Meeting Summary The first public meeting for the Phase I Addendum was held on Tuesday, September 24, 2019 at the Village of Plainfield Village Hall Community Room, 24401 Lockport Street, Plainfield, IL 60544, from 6:00 to 8:00 PM. The meeting was conducted in an open house format. The top three concerns identified by respondents were traffic, trucks and noise. For traffic and trucks, it should be noted that this includes those both supporting the improvements to fix the traffic and truck problem and those opposed to the improvements because they think it either doesn’t address the existing problems or creates more problems. None of the respondents indicated that there wasn’t an existing traffic problem. It should be noted that the noise analysis is still being completed, so not all questions regarding potential noise mitigation could be answered at the meeting. There were also concerns regarding the proposed bridge creating flooding issues. CMT noted that the draft Hydraulic Report is currently being completed and IDNR requirements are being met. The hydraulic models use the most recent 2019 FEMA information. 3. Funding Chad noted that the Village had not updated the PPI form since being awarded the Shared STP funds recently. The Village stated they would follow up with an updated PPI form. The current project cost is estimated at $59 million. The project was recently awarded approximately $17.1 million in Shared STP funding through CMAP. The project is now considered funded with the local shared to be finalized between the State and Plainfield. Overall federal funding is currently at approximately 71%. Current funding levels and sources are as follows: • 34.45% Illinois Competitive Freight (ICF) – $20,328,000 • 29.13% Shared STP - $17,184,210 • 7.63% STP WCGL - $4.5 million • 28.79% Matching – Village of Plainfield and State - $16,987,790 The Village asked IDOT for more detail regarding the $20 million to Plainfield for 143rd Street in the local portion of the new MYP. Chad explained that this line item was for the ICF funds already earmarked for the project; this was not additional funding. The Village asked IDOT to evaluate the previously supplied cost estimate information for consideration of state funding contributions to the project for state routes. Appendix 24 - 101 Village of Plainfield 143rd St Extension Phase I Addendum Meeting Minutes – IDOT District One Date: November 12, 2019 Page 5 of 6 CMT No. 180-242-01-00 5 4. Jurisdictional Transfer CMT gave an overview of the Village’s comprehensive plan as it relates to getting trucks and state routes out of downtown Plainfield. CMT outlined how US 30 had already been rerouted from Wallin Drive and Lockport Street to 143rd Street and Division Street (IL 59) as part of a jurisdictional transfer with IDOT. Brian and Eric outlined how IL 126 is proposed to be rerouted from Main Street and Lockport Street to 143rd Street and Wallin Drive after completion of this project. Wallin Drive was previously US 30 and was built to IDOT standards before transfer to the Village. Brian and Eric outlined how IL 126 would be rerouted in the future with sections completed further to the west. The Village stated that a 1.4-mile western extension (new construction) of 143rd Street from Ridge Road to Steiner Road is currently underway. The Village stated their interest in solving the local and regional transportation issues with this improvement. The Village stated they are committed to completing the project and taking jurisdiction even if IDOT does not ultimately agree to the jurisdictional transfer. The Village requested IDOT begin evaluating the jurisdictional transfer of IL 126 to 143rd Street and Wallin Drive. 5. Land Acquisition Various properties were discussed regarding their property impacts and the responses received from property owners to date as part of the stakeholder outreach. The Village asked if all properties could be acquired in the name of the State as part of an IGA including funding and a jurisdictional transfer. IDOT said they could not complete an IGA in this circumstance because the route to be transferred did not exist yet. IDOT agreed that properties contiguous to existing state routes could be acquired in the name of the State. IDOT stated that after plats & legals were approved, there would need to be a land acquisition IGA between IDOT and Plainfield before the appraisals could begin. IDOT requested that any relocations be coordinated with Chris Maloney. Sheila noted that Plats & Legals had been previously approved. CMT stated that they would need to be redone based upon the alignment shift out of the ComEd corridor. CMT suggested a kickoff meeting for land acquisition to restart on the new alignment. IDOT Land Acquisition agreed that a kickoff meeting should be held soon. 6. IGA IDOT stated that up to three IGAs would be needed. One for land acquisition, one for any potential state contributions to the project funding, and one for the jurisdictional transfer. Appendix 24 - 102 Village of Plainfield 143rd St Extension Phase I Addendum Meeting Minutes – IDOT District One Date: November 12, 2019 Page 6 of 6 CMT No. 180-242-01-00 6 7. Action Items a. Village to submit updated PPI based upon Shared STP award b. IDOT to evaluate submitted cost estimates regarding state funding contributions to project c. IDOT to prepare their evaluation of jurisdictional transfer as part of the interim IL 126 reroute to 143rd Street and Wallin Drive d. IDOT to review Draft PDR Addendum e. Village/CMT to begin revised Plats & Legals and submit to IDOT f. IDOT/CMT/Plainfield to schedule a Land Acquisition Kickoff Meeting The meeting was adjourned at approximately 11:00 am. Appendix 24 - 103 Page | 1 AGENDA 143rd Street Extension (IL 59 to IL 126) Village of Plainfield Project Status, Funding, JT and IGA November 12th, 2019 @ 10:00 a.m. 201 Center Ct, Schaumburg 60196 IDOT District 1 Executive Conference Room Topic: Meeting Notes: Project Status Update • Draft PDR • TS&L, PBDHR, SGR • WIE • PESA Response • Noise Analysis • LDS Public Information Meeting • Summary Funding • INFRA • Shared STP • ICF • BUILD • IDOT MYP Jurisdictional Transfer • 143rd Street from IL 126 to Wallin Drive • Wallin Drive from Lockport Street to 143rd Street (former US 30) Appendix 24 - 104 Page | 2 Land Acquisition • Property Impacts • Potential Eminent Domain • Quick-Take IGA Open Discussion / Questions Appendix 24 - 105 Appendix 24 - 106 Appendix 24 - 107 Appendix 24 - 108 Appendix 24 - 109 Appendix 24 - 110 Appendix 24 - 111 Appendix 24 - 112 Appendix 24 - 113 Page 1 of 4 FHWA COORDINATION MEETING MINUTES CMT No. 18024201.00 Project: Village of Plainfield 143rd Street Extension – Phase I CMT No.: 18024201.00 Section No.: 06-00040-00-FP Project No.: M9003 (273) Location: WebEx Video Conference Date: October 6, 2020 Attendees: NAME REPRESENTING PHONE NUMBER EMAIL See attached sign in sheet. Distribution: (transmitted via email on October 13, 2020) Attendees Please review the attached minutes, if our understanding of the information exchange as presented in these notes is different from yours kindly inform us so we can revise accordingly. Should we not here from you within one (1) weeks’ time we will consider these notes correct as presented. Signed Charles “Tice” Cole, PE, PTOE Appendix 24 - 114 Village of Plainfield 143rd Street Extension Phase I FHWA Coordination Meeting Minutes Date: October 6, 2020 Page 2 of 4 CMT No. 18024201.00 A meeting was held with members of IDOT, FHWA, the Village of Plainfield, and CMT on October 6, 2020 via a WebEx video conference. The meeting began at 11:30am 1. Introductions 2. Project Overview The project will create a new roadway extending 143rd Street from IL 59 to IL 126. This new route would theoretically be jurisdictionally transferred to IDOT, thereby re-routing IL 126 out of downtown Plainfield and providing a safer more efficient roadway network. The attached Jurisdictional Transfer exhibit illustrates the project location in relation to the roadway network. The project received phase I design approval in December of 2014 with the roadway proposed substantially within ComEd’s property. Subsequently, ComEd re-evaluated their needs and determined that the roadway would no longer be feasible within their property. An alternatives study was performed and an addendum to the phase I Project Development Report (PDR) has been ongoing in accordance with the September 18, 2018 FHWA coordination meeting. The overall project was presented in a Roadway Improvements exhibit, see attached. The project includes a new crossing of the DuPage River, new intersection with Naperville Road, new roadway through the southern portion of a privately owned lake, in addition to widening of culverts on US 30 and IL 126. 3. Phase I Addendum Status CMT noted that submission of the final PDR for IDOT design approval is pending IDOT reviews / approvals of several items including: a. Wetland Impact Evaluation: resubmitted to IDOT September 3, 2020. b. Biological: awaiting clearance from IDOT c. DuPage River TS&L: submitted PBDHR on November 27, 2019. Awaiting BBS review now that hydraulic concurrence has been obtained. d. West Norman Drain Culvert TS&L: submitted PBDHR on December 20, 2019. Resubmitted hydraulic report September 4, 2020, awaiting hydraulic concurrence and BBS review. e. IL 126 Culver TS&L: Comments received from IDOT f. Fletcher Lake Retaining Wall TS&L: submitted December 23, 2019. No comments received to date. g. Section 4(f): received park district concurrence and letter of intent regarding path maintenance, submitted for IDOT concurrence on September 21, 2020 h. LDS: submitted final LDS to IDOT on September 29, 2020 i. IDS, PnP’s, Typicals, and Design Exceptions: Resubmitted to Geometrics on September 25, 2020. The project is targeting a November 2021 letting with prefinal plans due in May of 2021. 4. Public Involvement A public information meeting was held on September 24, 2019, meeting summary attached. The meeting was attended by approximately 91 people with the majority of comments received pertaining to traffic, trucks, noise, and property impacts. IDOT noted that they have been receiving a number of emails from a concerned citizen, Mrs. Cindy Cordial of 14027 Naperville Road. IDOT noted they are concerned that the Village is not being responsive to project stakeholders, notably as some stakeholders are outside of the Village limits. CMT and the Village noted that they were not copied or forwarded said correspondence until September 23, 2020. CMT and the Village noted Appendix 24 - 115 Village of Plainfield 143rd Street Extension Phase I FHWA Coordination Meeting Minutes Date: October 6, 2020 Page 3 of 4 CMT No. 18024201.00 that subsequent to the public information meeting, the Village has exchanged several emails with Mrs. Cordial including an in-person stakeholder meeting on November 26, 2019 with her and other stakeholders. Additionally, Mrs. Cordial submitted a FOIA request on the project. The Village noted that they conferred with their attorneys and that while they could wait until the documents were finalized, the Village shared draft versions of the PDR and LDS, the final approved Noise Analysis, and other documents in the interest of project transparency. Subsequently a stakeholder conference call (due to COVID-19) was scheduled with Mrs. Cordial for July 16, 2020. Upon receipt of the meeting invitation, Mrs. Cordial forward the invitation to over 50 additional personnel. Upon conferring with IDOT, the Village notified Mrs. Cordial that as a result of forwarding the invitation to a substantial number of additional persons, this could no longer be considered a stakeholder meeting, but rather would be qualified as a public meeting that requires additional procedures and processes. As such that meeting was cancelled in the interest of maintaining federal processes. Attached is a draft response to the latest correspondence received by IDOT from Mrs. Cordial. The Village seeks IDOT concurrence on the language of the responses prior to responding to Mrs. Cordial comments since July 1, 2020. The response will include that additional questions or comments should be directed to the Village. It was noted that IDOT has approved the noise report and DuPage River hydraulic report at this time. The Village has had multiple project stakeholder meetings with the Bass & Gill Club, the owner of Fletcher Lake. Club input was considered on the design of the fill and retaining wall in the lake between Naperville Road and IL 126. As part of the improvements, compensatory storage is being provided for Fletcher Lake for the impacts to the lake floodplain. In addition to compensatory storage, the Club has requested that the usable lake volume at preferred depths also be compensated for. The Village is committed to working with this stakeholder to provide equal or greater usable lake volume than impacted. IDOT noted that Mrs. Cordial had contacted Will County regarding the project whom subsequently contacted IDOT. IDOT questioned the extent of the involvement of Will County. The Village stated that Will County has been a co-sponsor of multiple grant applications and is in support of this project. IDOT stated that it believes that Will County should have the opportunity to review the project based upon a substantial portion of the project being outside of the Village limits. The Village stated that they can coordinate with the county and share the most recent version of the LDS, submitted to IDOT yesterday, October 5, 2020. IDOT questioned FWHA if an additional public meeting or hearing will be required. FHWA noted that an additional public meeting is not required by the federal process and was uncertain of the benefit of an additional meeting as the project has no significant changes from the last public meeting. FHWA stated it is up to the Village and IDOT if they would like to have another meeting. The Village requested that IDOT provide direction if another public meeting needs to be held for the project by the end of this week, October 9, 2020. IDOT acknowledged and stated direction on the public meeting would be provided to the Village in the requested timeframe. The Village noted that they continue to respond to all correspondence on the project, regardless if the person resides within the Village or not. The Village noted that Village Board meetings are held virtually and open to public comment in addition to project information posted on the Village’s website, including public information meeting materials. The meeting was adjourned at approximately 12:05pm Appendix 24 - 116 Village of Plainfield 143rd Street Extension Phase I FHWA Coordination Meeting Minutes Date: October 6, 2020 Page 4 of 4 CMT No. 18024201.00 5. Post Meeting a. The Village requested IDOT via email to provide comments on the response language to Mrs. Cordial by the conclusion of the week. b. IDOT directed that the Village conduct an additional public meeting for the project in an email of October 8, 2020. IDOT directed that the meeting should occur on a date after all the project reports and studies have been finalized and necessary approvals have been obtained. The Village is to ensure that Mrs. Cordial receives an invitation to this meeting. Appendix 24 - 117    Sign-In Sheet Village of Plainfield 143rd Street Extension CMT Job No.: 18024201.00 Page 1 of 2 Meeting Title:   FHWA Coordination Meeting Meeting Date:   Tuesday, October 06, 2020 Meeting Time:   11:30am  Location:   WebEx Video Conference Section No. 06-00040-00-FP Project No. M9003-(273)  Attendees:   Name Organization Phone Number Email Address or Fax 1. Kevin Stallworth IDOT District 1 BLRS 847.705.4169 Kevin.Stallworth@illinois.gov 2. Michelle Davis-Byrd IDOT District 1 BLRS michelle.l.davisd1@illinois.gov 3. William Raffensperger IDOT Central BLRS william.raffensperger@illinois.gov 4. Jason Salley IDOT District 1 Bureau of Programming (Geometrics Unit) 847.705.4085 jason.salley@illinois.gov 5. Michelle Lewis IDOT District 1 Bureau of Programming (Hydraulics Unit) michelle.lewis@illinois.gov 6. Perry Masouridis IDOT District 1 Bureau of Programming (Hydraulics Unit) eleftherios.masouridis@illinois.gov 7. Jonathan Lloyd IDOT District 1 Bureau of Traffic jonathan.lloyd@illinois.gov 8. Dwayne Ferguson IDOT Central BDE dwayne.ferguson@illinois.gov 9. John Sherrill IDOT Central BDE john.sherrill@illinois.gov 10. Chris Byars FHWA Chris.Byars@dot.gov 11. Irene Pantoja FHWA irene.pantoja@dot.gov Appendix 24 - 118    Sign-In Sheet Village of Plainfield 143rd Street Extension CMT Job No.: 18024201.00 Page 2 of 2 Name Organization Phone Number Email Address or Fax 12. Michael Kowalczyk FHWA michael.kowalczyk@dot.gov 13. Matt Fuller FHWA matt.fuller@dot.gov 14. John Rogers FHWA john.rogers@dot.gov 15. Darien Siddall FHWA Darien.Siddall@dot.gov 16. Russell Pietrowiak CMAP rpietrowiak@cmap.illinois.gov 17. Elaine Bottomley Will County Governmental League elaine.bottomley@wcgl.org 18. Allen Persons Village of Plainfield 815.230.2039 apersons@goplainfield.com 19. Randy Jessen Village of Plainfield 815.230.2030 rjessen@goplainfield.com 20. Scott Threewitt Village of Plainfield 815.230.2030 sthreewitt@goplainfield.com 21. Tice Cole Crawford, Murphy & Tilly 630.907.7059 ccole@cmtengr.com 22. Mike Wittkop Crawford, Murphy & Tilly 630.907.7056 mwittkop@cmtengr.com 23. Alexandra Zelles Crawford, Murphy & Tilly 630.907.7072 azelles@cmtengr.com 24. Ambra Knox Crawford, Murphy & Tilly 207.572.1104 aknox@cmtengr.com Appendix 24 - 119 143rd Street Extension (IL 126 Jurisdictional Transfer) Project Location 143RD ST143RDST Lockport Street Airport Rd 135th ST Ridge RdSteiner RdWallin DrVan Dyke RdFormerly US 30 Lockport Street IDOT Takes Jurisdiction (Proposed IL 126)Plainfield Takes Jurisdiction Appendix 24 - 120 Appendix 24 - 121 143rd St Extension IL 59 to IL 126 06-00040-00-FP SEPTEMBER 2019 PUBLIC INFORMATION MEETING SUMMARY General Information The first public meeting for the Phase I Addendum for the 143rd Street Extension between IL 59 and IL 126 was held on Tuesday, September 24, 2019 at the Village of Plainfield Village Hall Community Room, 24401 Lockport Street, Plainfield, IL 60544, from 6:00 to 8:00 PM. The meeting was conducted in an open house format. Attendees signed in and reviewed boards and strip maps of regarding the project. The exhibit boards included: meeting purpose, project location and description, project process, purpose and need, project history, schedule, costs and funding, stakeholder meetings to date, alignment shift alternative analysis, renderings and typical sections at the Bass & Gill Club, environmental study and preliminary environmental impacts, Section 4f publicly owned parks, best management practices for storm water, noise analysis, land acquisition – types, process and schedule, next steps, and how to submit comments . There were two strip maps with one showing the proposed roadway, bridge, and drainage improvements, with anticipated grading limits overlaid on an aerial image. The other strip map showed the preliminary land acquisition areas, distinguished by land acquisition type, overlaid on an aerial image. Attendees were provided an opportunity to speak with representatives from the Village of Plainfield, including the Public Works Director, Superintendent of Public Works, and Lead Engineer, and their engineering consultant including seven members of the project team including traffic, environmental, noise, and land acquisition staff. Attendees The meeting was attended by 91 people including project team members. Harry Benton, Village Trustee, was in attendance. Specific representatives identified in the sign-in sheet included ComEd and the Pure Rod & Gun Club. No media is known to have attended the meeting. Comments Questions and comments were received from 52 respondents before, during, and after the meeting. Specific agencies that commented, but did not attend the meeting included: the Western Will County Communication Center (WESCOM), Will County Center for Economic Development, and the Contractors Association of Will and Grundy Counties (CAWGC). See attached summary chart. Approximately 25% of the respondents commented in support of the proposed improvements. Of those who voiced support for the project, their concerns with the existing conditions included traffic congestion, inadequate infrastructure to accommodate trucks, congestion with at-grade rail crossings, safety, and quality of life. They also noted the benefit of the bike trails and the small proportion of the Village share of the funding to the overall project cost. The top three concerns identified by respondents were traffic, trucks and noise with 71%, 54%, and 37% of the respondents, respectively. For traffic and trucks, it should be noted that this includes those both supporting the improvements to fix the traffic and truck problem and those Appendix 24 - 122 143rd St Extension IL 59 to IL 126 06-00040-00-FP SEPTEMBER 2019 PUBLIC INFORMATION MEETING SUMMARY opposed to the improvements because they think it either doesn’t address the existing problems or creates more problems. None of the respondents indicated that there wasn’t an existing traffic problem. It should be noted that the noise analysis is still being completed, so not all questions regarding potential noise mitigation could be answered at the meeting. Approximately 29% of respondents had questions and concerns regarding planning, zoning and economic development. These included the corporate limits, annexation, comprehensive plan, zoning, warehouses, and industry. The next tier of respondents from 25% down to 10%, were concerned with: • property impacts and property values diminishing • water quality, groundwater, the water tables, wells and septic • wildlife • safety • flooding, erosion control • cost, funding, and schedule • quality of life • bicycles, pedestrians and trails The next tier of respondents, below 10%, were concerned with: • trains and at-grade crossings • displacements • air quality • wetlands and green space • maintenance and litter removal • parking in the downtown • emergency vehicle response and transport • fuel consumption • crime Appendix 24 - 123 0%10%20%30%40%50%60%70%80%% of Respondents Identifying Particular ConcernsAppendix 24 - 124 143rd St Extension IL 59 to IL 126 Phase I Study 06-00040-00-FP Page 1 Contact information Name: Cindy Cordial Organization/Group: Public Street Address: 14027 Naperville Rd City, State & Zip: Plainfield IL 60544 Email: ccordial@paralegalquick.com Phone: 630-546-8860 Comments from Cindy Cordial Since July 1, 2020 Previous Response from IDOT Current Response from Village of Plainfield Appendix 24 - 125 Page 2 Quick Stakeholder History Guide Date Event Description September 24, 2019 Public Information Meeting Shifted Alignment October 14, 2019 Email from Cordial to Village Flooding October 18, 2019 Email from Village to Cordial Flooding October 18, 2019 Email from Cordial to Village Flooding October 21, 2019 Email from Village to Cordial Flooding October 21, 2019 Email from Cordial to Village Flooding October 22, 2019 Phone Call from Cordial to Jim Curtis, Geologic and Waste Assessment Unit Chief, IDOT Central BDE Flooding October 25, 2019 Email from Village to Cordial Flooding FOIA Request October 30, 2019 Phone Call from Cordial to Raffensperger (IDOT) Noise, Floodplain, Well Contamination, requested PDR and Noise Analysis October 30, 2019 Email from Cordial to Raffensperger (IDOT) Traffic October 30, 2019 Email from Raffensperger (IDOT) to Cordial Traffic October 31, 2019 Email from CMT to IDOT Answers to Noise, Flooding, Groundwater ? IDOT Follow-up with Cordial Answers to Noise, Flooding, Groundwater November 9, 2019 Email from Cordial to Raffensperger and Stallworth (IDOT) Flooding November 13, 2019 Village sent Benefit Cost Analysis Summary to Cordial BCA November 13, 2019 Cordial attended “Coffee with Mayor” and wants a meeting with Village November 18, 2019 Letter from Plainfield to Cordial with Public Information Meeting Comment Responses Property Value, Water Quality, Noise, Traffic November 21, 2019 Phone Call from Cordial to Persons (Plainfield) November 21, 2019 Email from Cordial to Persons (follow-up to phone call) Flooding November 21, 2019 FOIA Request Response – disc mailed to Cordial from Village 2014 Approved PDR and Draft PDR Addendum November 26, 2019 Stakeholder Meeting with Cordial, Spangler, Barnes ROW, Improvements, FEMA Mapping, Flooding, NWL, Past Studies January or February Draft LDS from Village to Cordial Drainage March 2, 2020 Email from Cordial to Village Noise, Flooding, Stakeholder Meeting COVID April 8, 2020 Scheduled Stakeholder Meeting – postponed due to COVID Drainage, Environmental, Noise, Land Acquisition Appendix 24 - 126 Page 3 April 2X?, 2020 Approved Noise Report to Cordial Noise July 1, 2020 Email from Cordial to IDOT (request stakeholder meeting) Flooding July 2, 2020 Email from IDOT to Cordial Flooding, Noise July 2, 2020 Email from Cordial to IDOT IDNR July 2, 2020 Email from IDOT to Cordial IDNR July 6, 2020 CMT sent invite to Cordial for July 16, 2020 conference call July 6, 2020 Cordial forwards invite to 50+ other stakeholders July 6, 2020 CMT notifies IDOT and Plainfield of actions by Cordial July 7, 2020 IDOT gives Plainfield options on how to proceed July 7, 2020 CMT provides IDOT copy of November 26, 2019 stakeholder meeting minutes July 9, 2020 Plainfield notifies stakeholders via email that individual stakeholder meeting was changed to a public meeting as a result of forwarded invitation. Village will reschedule activity as a public meeting at a date to be determined. August 25, 2020 Email from Cordial to IDOT Flooding, Draft LDS review by stakeholder August 25, 2020 Email from IDOT to Cordial Request Cordial contact Village August 25, 2020 Email from Cordial to IDOT Flooding and oversight August 25, 2020 Email from IDOT to Cordial Request Cordial contact Village September 22, 2020 Email from Cordial to IDOT Noise September 23, 2020 Email from IDOT to Plainfield Respond to Cordial September 23, 2020 IDOT requests Plainfield come to FHWA Coordination Mtg on October 6, 2020 October ___ Responses from Plainfield to Cordial October ___ Approved PBDHR for DuPage River Bridge from Village to Cordial October 6, 2020 FHWA Coordination Meeting – Plainfield, FHWA, IDOT Project Update, Addressing Stakeholder Concerns October __, 2020 Approved PBDHR for West Norman Drain from Village to Cordial – still need IDOT D1 Hydraulics approval October __, 2020 Approved Final LDS from Village to Cordial – still need IDOT D1 Hydraulics approval Appendix 24 - 127 Page 4 July 1, 2020: 1. Plainfield has completed its initial drainage study. It is too big of a file to email to you, so I am hoping they submitted a copy to you. This is very concerning as a number of residents who live on the river side of the road are now being contacted by Plainfield to acquire a portion of their properties. The acquisition of additional property was not in Plainfield’s PDR that was submitted to you. We are concerned about flooding on the River side as well as the Lake side. I am not sure if you are the right contact at the state level regarding FEMA, however, this road puts at an increased risk of Flooding. If you are not please point us in the right direction. July 2nd Response: Thank you for your email below. IDOT understands your concerns noted below. I cannot answer your questions about the drainage study or potential for flooding. Hydrology and drainage studies are not my areas of expertise and must refer you to the Village of Plainfield and their consultant. The Illinois Department of Natural Resources – Office of Water Resources (IDNR-OWR) regulates IDOT construction activities in a floodplain. IDNR-OWR jurisdiction includes all watersheds equal to or greater than 1 square mile in urban or urbanizing locations and equal to or greater than 10 square miles for rural locations. I am not aware of any contacts with the property owners concerning land acquisition. At this stage in project development, the local agency is allowed to contact property owners to obtain their comments on proposed land acquisition, prepare plats, and property appraisals. For this project IDNR-OWR has granted review authority to IDOT District 1 Hydraulics for work within the DuPage River and West Norman Drain. The Location Drainage Study will also be reviewed by IDOT District 1 Hydraulics. 2. Plainfield completed its’ noise study and has determined that a sound barrier is not viable. Please note the sound from the new road is very concerning to the residents in this area. I am attaching the study. July 2nd Response: The Noise Analysis has been reviewed and approved by IDOT. This approval means that the noise analysis complies with IDOT and FHWA policies and procedures. As stated in the noise analysis, “… A final decision on the installation of the noise wall will not be made until the final design is approved and the public involvement process is complete. …” Mr. Stallworth – Please have the Plainfield project manager and the consultant meet with Ms. Cordial to discuss her concerns. Appendix 24 - 128 Page 5 July 2, 2020: 3. Would you please be so kind to provide the name and email for IDNR? I do not have the contact information for anyone in IDNR-OWR or even how to point you in the correct direction to get your questions answered. Please work with Plainfield to address your concerns. Please see response to comment 1. August 25, 2020: 4. One of our neighbors Ron Schrack (copied on this email) is an engineer. He has reviewed Plainfield’s preliminary drainage study and has the following comments that we are hoping you will address with us. Section 1-03.6 - The last two paragraphs are concerning and the last paragraph basically acknowledges that they are intending on diverting stormwater run- off away from Fletcher lake to directly discharge into the river. We need to confirm that this additional runoff was included in their HEC - RAS calculations. Please forward this information to the project sponsor. I do not have any of the information that you are requesting. Any comments about the draft hydraulic should be directed to the project sponsor and their engineering consultant. The hydraulic modeling of the DuPage river was performed in accordance with the best practice guidelines of IDOT and IDNR. In accordance with these guidelines, regulatory flows obtained from the Flood Insurance Study (FIS) were used for the hydraulic modeling of the DuPage River. The 2019 FIS states that the flows for the DuPage River were developed by the Illinois State Water Survey (ISWS) using the State Standard Method. These are the same flows used in the 1995 FIS. The DuPage River’s watershed is 160,640 ac (251 sq mi). The catchment area within the Fletcher Lake sub-watershed being drained to the DuPage river is approximately 3.4 ac (0.005 sq mi), which would represent 0.002% of the DuPage River’s drainage area. The consideration of such a small fraction of the entire drainage area would have no significance in the watershed-scale hydrologic and hydraulic modeling of the DuPage River. Furthermore, Fletcher Lake is already part of the DuPage River watershed. 5. 2-01 (3) - They are requesting an exception to the normal stormwater discharge permitting requirements. In the originally approved PDR and Hydraulic Report an exception was requested and approved. At the time of the updated draft LDS and draft updated Hydraulic Report, an exception was still anticipated. In the latest Hydraulic Report, which is under final review by IDOT District 1 Hydraulics, this exception is no longer needed. The Final LDS, which summarizes this hydraulic information, has been updated to remove this exception. The Final LDS is under review by IDOT District 1 Hydraulics. The proposed drainage system will meet all design criteria specified in section 2-01. Specifically, IDOT freeboard criteria is now met at all waterway crossings. Appendix 24 - 129 Page 6 6. 2-02 - Both items are marked no which needs further clarification There are no unsuitable outlets for this project, as defined by IDOT. The outlet to Main Lake has been conservatively identified a sensitive outlet based on ecological considerations. Main Lake is on the northeast corner of 143rd Street and IL 126. This is described in the updated Final LDS, under IDOT District 1 Hydraulics review. 7. 2-03 - States that no stormwater detention is required. Provide Justification. In the LDS the engineering justification is provided in section 2-03.1. 8. 2-04 - Project and Environmental Studies Section? Section 2-04 is the right of way analysis. Please clarify your specific question. 9. 2-05 - See comment to 1-03.6 Please see response to comment 4 (section 1-03.6). 10. 2-06 - Comments are concerning. Agency coordination was done in accordance with local and state regulations. Please clarify and direct concerns to the Village of Plainfield. 11. 2-07.2.6 - concerning again Please describe and direct concerns to the Village of Plainfield. 12. 3-00 - Evaluation states that the project will not increase upstream flood stages by greater than 0.1 - SHOW ME THE DATA!!!!! The problem is that 0.09 foot increase puts around a dozen homes into the 100 year flood plain including my house. Water surface elevation data is presented in the Waterway Information Tables for the DuPage River and West Norman Drain, based on the hydraulic analyses performed as part of the Hydraulic Report. A sensitive flood receptor analysis was done for the DuPage River as part of the Hydraulic Report, and determined that no homes are considered sensitive, as the critical elevations of each structure would all be above the 100-year water surface elevations. The mapped critical flood elevations and water surface elevations are described and shown in the Hydraulic Reports. Per IDNR regulations we are not increasing flood elevations by greater than 0.1 foot along the DuPage River or West Norman Drain. The DuPage River hydraulic report was recently approved by IDOT and can be seen as part of the response to this comment. Appendix 24 - 130 Page 7 13. The Hydro Atlas used in the report is from 1966 - REALLY? Hydrologic Atlas information is commonly included in drainage reports for historical reference. The atlas is an IDOT required section of the report. The drainage studies are based on the most current data and modeling available. 14. Where is the HEC - RAS Study. I want to see the revised limits of the 100 year floodplain.. The comprehensive hydraulic analysis and modeling for the DuPage River and West Norman Drain are included in their respective Hydraulic Reports. Please see response to comment 12. 15. Did they use the RASPLOT program? HEC-Ras was used for the modeling and profiles. The additional RASPLOT was not needed to create profiles for this project. 16. In general this is a very unusual submission with copies of a hand written field book and sketches that are free handed which is not typical for an engineering report of this importance. The sections and contents of Location Drainage Study is determined by IDOT and was followed in the completion of this report. August 25, 2020 – 2nd Email: 17. Who do we contact at state of Illinois regarding flooding concerns with the road project? I thought your department provided oversight to this Project. If this is not the case, please advise as to whom at the state level approves the Plainfield project. IDOT does have oversight of this project. IDOT staff in District 1 will be reviewing and approving the hydraulic report. I defer to Mr. Stallworth for the contact person. When the time comes, I will be giving design approval based upon receipt of the reviews and approvals of the IDOT subject experts and the recommendations of Plainfield and District 1. I will be recommending to the FHWA approval of the applicable NEPA decision. Again, please work with the Village of Plainfield and their engineering consultant to address your concerns. They are the subject experts on all aspects of this project. September 22, 2020: 18. I am reaching out to you as you as I assuming you are the project manager and are hoping you can advise as to who we contact at IDOT or NEPA regarding our flooding and noise concerns. I am copying several of the un-incorporated Plainfield residents who will also be impacted by this road. Plainfield does not care about our REAL concerns of flooding and noise. Let’s face it the 143rd Street east extension in their PDR in 2014 was only going to cost $29 million ended up being proposed by Appendix 24 - 131 Page 8 Plainfield in 2018 for $59million, Same length of road, only difference is Plainfield decided that they would build the road on the Lake, when ComEd denied their request, which increasing the potential of flooding and noise. See IDOT Response to comments 17 (flooding) and 2 (noise). 19. I believe you already have the noise study. But just in case you don’t, I am reattaching. If you are not the right person that provides oversight for noise, please advise who is. Based on the traffic noise analysis and noise abatement evaluation conducted, highway traffic noise abatement measures are likely to be implemented based on preliminary design. The noise barriers determined to meet the feasible and reasonable criteria are identified on the attachment. If it subsequently develops during final design that constraints not foreseen in the preliminary design or public input substantially change, the abatement measures may need to be modified or removed from the project plans. A final decision of the installation of the abatement measure(s) will be made upon completion of the project’s final design and the public involvement process. (PDR VOLUME 1 pp 23) However this has changed based on Plainfield Noise Technical Report, March 13, 2020 Noise analysis was not complete at the time the draft PDR was submitted to IDOT in December 2019, and the boilerplate text available in the PDR does not reflect the eventual finding of the Noise Technical Report. As stated by the December 2019 PDR, the noise abatement evaluation will be included in the Final PDR. This noise abatement evaluation, which was introduced in the final Noise Technical Report, found that noise barriers capable of meeting the feasibility and noise reduction design goal requirements of IDOT’s traffic noise policy were too costly to meet the cost-effectiveness requirements of the policy. Therefore, the noise barriers are not Reasonable as defined by the policy and are not likely to be implemented. Note that if barriers drop out of the analysis at the cost-effectiveness stage of the evaluation, public viewpoint solicitation is not pursued. 20. Night-time construction is a traffic management strategy that will be considered and used if necessary in order to minimize delays to IL 59. Construction on IL126 will widen the existing two lane rural highway as it approaches the intersection with 143rd Street. The roadway profile of IL 126 is being lowered which will result in removal and replacement of the existing pavement and widening of an existing box culvert. Construction activities will be staged such that existing traffic capacity can be maintained during construction. Night-time construction is a traffic management strategy that will be considered and used if necessary in order to minimize delays to IL 126. (PDR Volume 1 pp. 23) Night construction in a residential environment? IL 59 is not a residential environment in the vicinity of this project. The majority of IL 126 undergoing improvements as part of this project is not a residential environment. The primary residential areas that exist adjacent to proposed improvements include Naperville Road and proposed 143rd Street. These two roadways are not identified in the statement cited above because these two areas are not anticipated to need nighttime construction to mitigate traffic concerns during Appendix 24 - 132 Page 9 construction. Decisions to implement night time construction will be made by the Village and the contractor during construction. 21. 80,000 TRUCKS TO BE LEGALLY PERMITTED ON THIS ROUTE (PDR VOLUME 1 pp 6) On November 2, 2012, Plainfield’s then consulting firm Huff & Huff, states in a letter to IDOT, The 2040 traffic projections for the 143rd Street Extension show lower projected traffic along the roadway than in 2030. Traffic projections in 2040 are 19000 ADT which is 4,000 less than the 2030 projections used in the noise analysis (17% decrease). The CMAP 2019 report says 19500 in 2050 Addresses (receptors) included in the CMT sound study were commissioned for 1-hour surveys. On August 16, 2019, Jeremy Metz emailed traffic recommendations Jennifer Miller to survey the following locations (Plainfield 143rd Extension Noise Report, pg 74): • 143rd Street at IL 126/Main Street 7:00 – 8:00 am and 4:00 – 5:00 pm • Naperville Road 7:00 – 8:00 am and 4:45 to 5:45 pm The PDR checkbox referencing 80,000 trucks should reference 80,000-lb trucks (gross vehicle weight) which will be allowed on proposed 143rd Street. Proposed 143rd Street will be designated a Class II truck route, just like 143rd Street west of IL 59 (US 30), IL 126, and IL 59. 143rd Street is planned to become State Route IL 126 after jurisdictional transfer. See IDOT OPER 753 for Maximum Legal Dimensions & Weights On State, Federal & Local Routes. The cited traffic projections from the 2014 PDR are no longer valid and have been superseded by the PDR addendum, which was used for the noise analysis. The August 16, 2019 email from Jeremy Metz to Jennifer Miller provides the peak traffic hours that the traffic engineering team identified as a result of studying traffic in the project area. Ms. Miller requested these hours as part of understanding traffic patterns in the area for the noise analysis. Mr. Metz was not commissioning a survey from Ms. Miller. The email describes 1-hour periods because these are the one-hour-long intervals in the morning and in the evening when the project area experiences its highest traffic. The peak hour is a standard concept used in traffic engineering. 22. On September 10, 2019, CMT surveyed 8 (eight) receptors; however, the survey was extrapolated from 16-minutes intervals (separate locations) and multiplied by 4 (four) to achieve an hourly average. This reduction of data significantly impacts the sound survey by limiting accurate measurements. Solely relying on a moment to validate an entire year of traffic. CMT also recorded the velocity of vehicles exceeding 55mph in a 35mph zone (St. Mary Immaculate Cemetery survey site). No radar gun was included in CMT’s calibrated equipment. Additionally, the CMT’s Calibration Certificate for the Sound Pressure Meter (Sound Pro SE-DL2) was 1 (one) month away from the 2- year microphone recalibration recommendation on 10- 25-19. As stated in IDOT’s Highway Traffic Noise Assessment Manual, the purpose of noise monitoring is to validate the project-specific use of FHWA’s Traffic Noise Model (TNM) and ensure that TNM properly accounts for project-level variables. The September 10, 2019 noise measurements were used for this purpose, and were never used to validate an entire year of traffic. As noted in IDOT’s manual, 15-minute field noise measurements are at the upper end of the measurement time period suggested by FHWA. During any given measurement period, the noise meter calculates the equivalent steady-state sound level, or Leq, by mathematically integrating all of the sound energy received by the meter’s microphone. FHWA has determined that in most cases, 15 Appendix 24 - 133 Page 10 minutes is sufficient time for the Leq to reach a steady value and the measurement can then be considered complete. The noise analyst operating the meter has the option to continue longer if the Leq has not reached a steady value at the end of 15 minutes, but that was not necessary for this project’s measurements. Traffic is counted during the 15-minute intervals so that the noise level (Leq) that is measured can be related to the volume of traffic that passes during the noise measurement. When the primary noise source in an area is traffic noise, the measured noise level should be proportionately related to the volume of traffic that passes the measurement location. Because speed is a factor in the noise level of the passing vehicles and is a required input for TNM, speed is also measured at the time of the field noise measurements. As allowed by IDOT’s manual, speed was measured using a stopwatch: CMT measured the time it took for a given vehicle to travel a pre-measured distance, and converted this feet-per-seconds data into miles per hour. No radar gun was required. The noise meter used in field measurements was within the accepted calibration time frame. Being close to the next calibration date does not indicate the need for concern over instrument function because the time period between calibrations has already been determined to be appropriate for maintaining proper instrument function. TNM models the hourly equivalent sound level, or Leq(h). In validating the project-specific model, we need to multiply the traffic volumes counted during the 15-minute field noise measurement periods by four to obtain the equivalent of one hour’s traffic for use in TNM. Per FHWA and IDOT requirements, the project-specific model is validated (shown to accurately represent project area conditions) when the traffic volumes and speeds are input into the model and the model returns a noise level that is within +/-3 dB of the field-measured Leq. Because Leq is a steady-state sound level, the Leq measured by the noise meter during the 15-minute field measurement does not require transformation before comparison to the Leq(h) returned by the model. These noise measurements were collected to validate the project’s FHWA Traffic Noise Model (TNM). If a model is set up correctly, then entering a certain traffic volume and speed in the model will cause the model to output the noise level produced by the traffic volume and speed. The 15-minute noise measurements were collected at the same time that traffic was counted and traffic speeds were measured on the nearby roadways. Because the model and the noise meter both present the noise level as an equivalent one-hour noise level (Leq(h)), If the model functions correctly, then entering the counted traffic and measured speeds into the model would return the measured noise level. IDOT approved the noise report and all procedures documented therein on March 31, 2020. No changes have been made to the design as reviewed by the noise analysis that would warrant reconsidering the conclusions of the approved noise analysis. 23. “Traffic Volumes” on page 13 of the Plainfield 143rd Extension Noise Report, states: “CMT’s traffic volumes were not developed with truck percentages, IDOT’s recent traffic count data published on IDOT’s Getting Around Illinois website was used to develop percentages of medium trucks (straight trucks in IDOT’s traffic data) and heavy trucks (multi-unit trucks) for the TNM [Traffic Noise Model].” Appendix 24 - 134 Page 11 The I-DOT website used for this data has a disclaimer: “The Illinois Department of Transportation and the State of Illinois hereby give notice to all users that these maps and the data included hereon, lack the accuracy required for site-specific uses. Since all boundaries and all data are based on information derived from multiple sources within and outside the Illinois Department of Transportation, the Department of Transportation and the State of Illinois make no representation, guarantee, or warrant, either express or implied, regarding the accuracy of these maps or the data furnished thereon, including, but not limited to, the condition of this product, this product's merchantability, or this product's fitness for any particular purpose or use.” Therefore, the inaccurate Truck data extracted from this resource should not be utilized by CMT. Furthermore, the Plainfield 143rd Extension Noise Report states (pg 13, pp 3) “…residents reported very low existing truck traffic.” No residents have been surveyed for this data. Trucks are prohibited on Naperville Road; however, numerous semi-trucks disregard and continue illegal use. This was neglected by CMT’s concise survey. The IDOT website was not used for specific traffic volumes but rather for proportions of cars to trucks. This was the best data available at the time the models were developed. The resident reports of very low existing truck traffic were taken from comments made by members of the public to the noise analyst at the September 24, 2019 open house held at the Village of Plainfield Village Hall, and noting these comments was intended only to confirm that the IDOT website reflected actual conditions. CMT evaluated the change in noise level that would be caused by adding the low volume of trucks currently listed on the IDOT website for Naperville Road, and determined that no new noise impacts would result and the conclusions of the noise analysis would not change. 24. Intersections must have “clear sight triangles,” free of foliage and vegetation to maintain safe sight lines (FHWA Safety) 1. The proposal for 143rd Street intersecting with Naperville Road is abundant with vegetation and historically old trees. The removal of vegetation will further hinder sound abatement therefore Noise Barriers will become inversely more demanded. 2 According to I-DOT (pg 2): “Vegetation is not used by FHWA or I-DOT for traffic noise reduction because it would need to be at least 200-feet wide and 18-feet high to reduce noise levels by 10 dB(A).” Removal of additional vegetation will further degrade quality the Plainfield Flood Plain. Therefore, Noise Barriers would be the only viable solution for 143rd Street Project. Sound is amplified when it travels over water. Water cools the air above its surface, which then slows down the sound waves near the surface. This causes refraction or bending of the sound wave, such that more sound reaches far ends of LAKE FLETCHER. Additional sound waves skimming the surface of the water can add to the amplification effect, if the water is calm. Lake Fletcher is always calm. Without sound abatement to contain 143rd Street’s Extension, residents on all edges of Lake Fletcher will be impacted. The Federal Highway Administration identifies impact resulting from a project: Ascertaining where future predicted noise levels would approach or exceed a set of Noise Abatement Criteria (NAC) established in the FHWA regulations. For outdoor uses in residential areas, the NAC is 67 dB(A); I-DOT defines “approaching the NAC” as within 1 dB (66 dB(A)) for residential areas). Therefore, locations where future noise levels are predicted to be 66 dB(A) or higher are considered “impacted.” 3 Appendix 24 - 135 Page 12 Vegetation is not generally recognized by FHWA for traffic noise reduction because research has shown that unless a vegetated area is as deep, tall and uniformly dense as cited in the IDOT Highway Traffic Noise Assessment Manual, vegetation does not provide measurable noise reduction. The existing vegetation cited in the comment does not meet the standard for vegetated areas that could abate noise, and therefore its removal is unlikely to have an effect on the need for noise abatement. Because it does not meet the aforementioned standards, the vegetation was not included in the project-specific TNM. The potential effects on noise propagation of Lake Fletcher were included in the project noise models in the form of a Ground Zone (TNM terminology for the model element that allows specification of a different surface flow resistivity than the model’s default) in the location of Lake Fletcher. This area was specified as water and the TNM adjusted the flow resistivity accordingly in its calculations. Please note that Lake Fletcher includes strips of mounded soil that interrupt the water surface and would tend to reduce noise propagation over the lake because the mounds introduce intervals of increased flow resistivity. Rather than including these strips and potentially lowering the resulting noise level results, the models assumed a worst case where the water surface was uninterrupted, thus potentially overestimating noise levels at receptors (residences) located across the lake from the proposed 143rd Street. Even with this potential overestimation, noise levels at the receptors located across the lake from the proposed 143rd Street did not approach, meet or exceed FHWA’s NAC. Refer to the figure “Predicted Noise Levels for Properties Facing Bass & Gill Club” in the Traffic Noise Technical Report. Per FHWA and IDOT requirements and specifically called out in Table 3-1 of the IDOT Highway Traffic Noise Assessment Manual, noise impacts to outdoor recreation areas are only considered where there is a fixed outdoor gathering space. Transient (mobile) recreational uses such as hikers on a trail or boats on a lake are not considered an outdoor gathering space. The impact to use of the lake for fishing was considered based on the nearest fixed outdoor gathering space, a dock in the southeast part of the lake. The water Ground Zone modeled for Fletcher Lake also applied to the dock. Appendix 24 - 136 Page | 1 AGENDA 143rd Street Extension (IL 59 to IL 126) Village of Plainfield FHWA Coordination Meeting Project Status Update October 6, 2020 @ 11:30 a.m. WebEx Video Conference Topic: Meeting Notes: Phase I Addendum • PBDHRs • TS&Ls • Wetland and Bio Clearance • Section 4f – Park District • IDS, PnPs, Typs, Exceptions • LDS • ComEd Commitment • Final PDR Public Involvement • Public Information Meeting Summary • Subsequent Stakeholder Meetings and Correspondence • Future Phase II Public Meeting Land Acquisition • Displacements and Relocations • Plats and Legals • Appraisals • ROW Agreement • ROW Funding Agreement • Offer Letters Phase II Design • Supplement – Federal Funds • ComEd Env Due Diligence Submittal • USACE Regional Permit Application • Wetland Credits • SUE and Utility Relocation Coordination • Prefinal Plans, May 2021 Appendix 24 - 137 Page | 2 Funding • Updated PPI • Shared STP • ICF • Plainfield • State (Review Cost Estimate) Jurisdictional Transfer • 143rd Street from IL 126 to Wallin Drive • Wallin Drive (former US 30) from Lockport Street to 143rd Street • Request IDOT Prepare Infrastructure Asset Evaluation Open Discussion / Questions Open Discussion / Questions Appendix 24 - 138 1 Mike Wittkop From:Stallworth, Kevin D <Kevin.Stallworth@illinois.gov> Sent:Friday, October 9, 2020 10:12 AM To:Tice 'Charles' Cole; Randy Jessen Cc:Allen Persons; Scott Threewitt; Mike Wittkop; Alexandra Zelles; Elaine Bottomley; DavisD1, Michelle L. Subject:RE: Plainfield, 06-00040-00-FP, FHWA Coordination Meeting External Message: This email was sent from someone outside of CMT. Please use caution with links and attachments  from unknown senders or receiving unexpected emails.  Tice,    Please include the following list of attendees in your draft meeting minutes for the October 6, 2020 FHWA Coordination  Meeting for the subject project:     Kevin Stallworth, IDOT Dist. 1 Bureau of Local Roads & Streets   Michelle Davis‐Byrd, IDOT Dist. 1 Bureau of Local Roads & Streets   William Raffensperger, IDOT Central Bureau of Local Roads & Streets   Jason Salley, IDOT Dist. 1 Bureau of Programming (Geometrics Unit)   Michelle Lewis, IDOT Dist. 1 Bureau of Programming (Hydraulics Unit)    Perry Masouridis, IDOT Dist. 1 Bureau of Programming (Hydraulics Unit)   Jonathan Lloyd, IDOT Dist. 1 Bureau of Traffic   Dwayne Ferguson, IDOT Central Bureau of Design & Environment   John Sherrill, IDOT Central Bureau of Design & Environment   Chris Byars, FHWA   Irene Pantoja, FHWA   Michael Kowalczyk, FHWA   Matt Fuller, FHWA   John Rogers, FHWA   Darien Siddall, FHWA   Russell Pietrowiak, CMAP   Elaine Bottomley, Will County Governmental League   Charles “Tice” Cole, CMT   Ambra Knox, CMT   Mike Wittkop, CMT   Alexandra Zelles, CMT   Allen Persons, Village of Plainfield   Randy Jessen, Village of Plainfield   Scott Threewitt, Village of Plainfield    (…and anyone else from your end who may have participated)    Thanks,    Kevin    From: Tice 'Charles' Cole <ccole@cmtengr.com>   Sent: Friday, October 2, 2020 3:00 PM  Appendix 24 - 139 2 To: Stallworth, Kevin D <Kevin.Stallworth@illinois.gov>; Randy Jessen <rjessen@goplainfield.com>  Cc: Allen Persons <apersons@goplainfield.com>; Scott Threewitt <sthreewitt@goplainfield.com>; Mike Wittkop  <mwittkop@cmtengr.com>; Alexandra Zelles <azelles@cmtengr.com>; Elaine Bottomley <elaine.bottomley@wcgl.org>;  DavisD1, Michelle L. <Michelle.L.DavisD1@Illinois.gov>  Subject: [External] RE: Plainfield, 06‐00040‐00‐FP, FHWA Coordination Meeting    Kevin,    I will be sending the exhibits to you shortly via Illinois File Transfer.  The exhibits are as follows.  1. Project Improvement Strip Map Exhibit  2. Public Information Meeting Summary (FHWA hasn’t been briefed since it was held)  3. Stakeholder Comment Responses (Cordial)  4. Approved Plat of Highways  5. Updated PPI  6. Jurisdictional Transfer Exhibit    Thanks,  Tice    Charles “Tice” Cole | Crawford, Murphy & Tilly | w 630.907.7059  Project Engineer    From: Tice 'Charles' Cole   Sent: Friday, October 2, 2020 12:31 PM  To: 'Stallworth, Kevin D' <Kevin.Stallworth@illinois.gov>; Randy Jessen <rjessen@goplainfield.com>  Cc: Allen Persons <apersons@goplainfield.com>; Scott Threewitt <sthreewitt@goplainfield.com>; Mike Wittkop  <mwittkop@cmtengr.com>; Alexandra Zelles <azelles@cmtengr.com>; Elaine Bottomley <elaine.bottomley@wcgl.org>;  DavisD1, Michelle L. <Michelle.L.DavisD1@Illinois.gov>  Subject: RE: Plainfield, 06‐00040‐00‐FP, FHWA Coordination Meeting    Kevin,    Attached is an agenda for the FHWA Coordination Meeting on Tuesday.  I will follow up with the exhibits later today.    A slight change in plan for the stakeholder responses ‐ Instead of sending out the responses to the stakeholder today,  we are going to include the draft responses with the exhibit submittal to you later today.  We will wait to send the  official responses out to the stakeholder until after IDOT has reviewed them and discussed them with the Village at the  Tuesday meeting.    Thanks,  Tice    Charles “Tice” Cole | Crawford, Murphy & Tilly | w 630.907.7059  Project Engineer    From: Stallworth, Kevin D <Kevin.Stallworth@illinois.gov>   Sent: Thursday, October 1, 2020 11:50 AM  To: Tice 'Charles' Cole <ccole@cmtengr.com>; Randy Jessen <rjessen@goplainfield.com>  Cc: Allen Persons <apersons@goplainfield.com>; Scott Threewitt <sthreewitt@goplainfield.com>; Mike Wittkop  <mwittkop@cmtengr.com>; Alexandra Zelles <azelles@cmtengr.com>; Elaine Bottomley <elaine.bottomley@wcgl.org>;  DavisD1, Michelle L. <Michelle.L.DavisD1@Illinois.gov>  Subject: RE: Plainfield, 06‐00040‐00‐FP, FHWA Coordination Meeting  Appendix 24 - 140 3   External Message: This email was sent from someone outside of CMT. Please use caution with links and attachments  from unknown senders or receiving unexpected emails.  Thanks, Tice!    From: Tice 'Charles' Cole <ccole@cmtengr.com>   Sent: Thursday, October 1, 2020 11:48 AM  To: Stallworth, Kevin D <Kevin.Stallworth@illinois.gov>; Randy Jessen <rjessen@goplainfield.com>  Cc: Allen Persons <apersons@goplainfield.com>; Scott Threewitt <sthreewitt@goplainfield.com>; Mike Wittkop  <mwittkop@cmtengr.com>; Alexandra Zelles <azelles@cmtengr.com>; Elaine Bottomley <elaine.bottomley@wcgl.org>;  DavisD1, Michelle L. <Michelle.L.DavisD1@Illinois.gov>  Subject: [External] RE: Plainfield, 06‐00040‐00‐FP, FHWA Coordination Meeting    Kevin,    Thanks for providing the time of the meeting.  CMT will put together an agenda for Village review today and then  identify the appropriate exhibits.  For coordination with citizens and stakeholders, we have compiled all the questions  and comments that were directed to IDOT since July 1, 2020 and have prepared responses to all of those  comments.  The Village is currently reviewing the draft responses and our goal is to have them sent out by the end of  the week.  We will send you a copy in advance of the meeting for review.      Thanks,  Tice    Charles “Tice” Cole | Crawford, Murphy & Tilly | w 630.907.7059  Project Engineer    From: Stallworth, Kevin D <Kevin.Stallworth@illinois.gov>   Sent: Thursday, October 1, 2020 10:08 AM  To: Randy Jessen <rjessen@goplainfield.com>; Tice 'Charles' Cole <ccole@cmtengr.com>  Cc: Allen Persons <apersons@goplainfield.com>; Scott Threewitt <sthreewitt@goplainfield.com>; Mike Wittkop  <mwittkop@cmtengr.com>; Alexandra Zelles <azelles@cmtengr.com>; Elaine Bottomley <elaine.bottomley@wcgl.org>;  DavisD1, Michelle L. <Michelle.L.DavisD1@Illinois.gov>  Subject: Plainfield, 06‐00040‐00‐FP, FHWA Coordination Meeting    External Message: This email was sent from someone outside of CMT. Please use caution with links and attachments  from unknown senders or receiving unexpected emails.  Good morning Randy, Tice,    Plainfield / 143rd St. Extension, sec. 06‐00040‐00‐FP    The IDOT‐FHWA Coordination Meeting for the subject project will be held on this coming Tuesday, October 6, 2020 at  11:30 AM via WebEx teleconference.    You have been allotted 30 minutes for your presentation.    Please log in a few minutes before your scheduled time so that we can start your session on time.    Appendix 24 - 141 4 As soon as possible (by tomorrow morning if possible), please provide an agenda and exhibits for the meeting so that  I can share them with our Central Office and FHWA for their review prior to the meeting.    Take note that  “coordination with citizens and stakeholders” will be a major focal point of the discussion.    Thanks,    Kevin      State of Illinois - CONFIDENTIALITY NOTICE: The information contained in this communication is confidential, may be attorney-client privileged or attorney work product, may constitute inside information or internal deliberative staff communication, and is intended only for the use of the addressee. Unauthorized use, disclosure or copying of this communication or any part thereof is strictly prohibited and may be unlawful. If you have received this communication in error, please notify the sender immediately by return e-mail and destroy this communication and all copies thereof, including all attachments. Receipt by an unintended recipient does not waive attorney-client privilege, attorney work product privilege, or any other exemption from disclosure.   Appendix 24 - 142 PLANS FOR PROPOSED PLAT OF HIGHWAYS RANGE 9 EAST OF THE THIRD PRINCIPAL MERIDIAN VILLAGE OF PLAINFIELD IL ROUTE 59NAPERVILLE ROADIL ROUTE 126 143RD STREET 143RD STREET (FAU 0380)TOWNSHIP 36 NORTHLOCATION MAP NOT TO SCALE NET LENGTH = x.xx FT. = x.xxx MILE GROSS LENGTH = 7,506.13 FT. = 1.42 MILE STA. 506+05.00 PROJECT BEGINS STA. 575+36.13 PROJECT ENDS SEC 4SE 1/4 SEC 3SW 1/4 SEC 3SE 1/4 SEC 2SW 1/4 SEC 11NW 1/4 SEC 10NE 1/4 SEC 10NW 1/4 SEC 9NE 1/4 CRAWFORD MURPHY & TILLY, INC. (630) 820-1022 AURORA, ILLINOIS 60504 550 NORTH COMMONS DRIVE, SUITE 116 WILL COUNTY JOB NO: R-91-012-20 SECTION: 06-00040-00-FP 580 575 570 565 560 555 550 545 540 535 530 525 520 515 510 505 PRINTED BY THE AUTHORITY OF THE STATE OF ILLINOIS MC HENRY LAKE KANE COOK DU PAGE WILL LOCATION OF SECTION INDICATED THUS: - DISTRICT HEADQUARTERS: -* *SCHAUMBURG IDOT USE ONLY  Copyright CMT,License No. 184-000613 Appendix 24 - 143 NAPERVILLE ROADIL ROUTE 126 IL RTE 59 / US RTE 30IL RTE 59506+05.00 575+36.13 NUMBER PARCEL OWNER NUMBER SHEET 4 ACQUIRED BY PROPERTY 4 3 7 U-STORE-IT, L.P. 7 9 OWNER NUMBER SHEET ACQUIRED BY PROPERTY 10 10 CROSSWINDS CHURCH 8 13 15 14 14 13 CBI RESEARCH CORPORATION 5 MARGARET JEANETTE D'ARCY, TRUSTEE JOHN A STYRCZULA AND BERNICE STYRCZULA SUE ANN SAUVAGEAU STELLA E MUSIC AND MARY ELLEN MUSIC 10 10 WILLIAM LAZO, JR. AND JACQUELINE J. LAZO JAYMES RICHARD PARKER PURE ROD AND GUN CLUB, INC. PEGGY L. O'CONNOR TRUSTEE SPEEK PROPERTIES MICHAEL HERBST AND PAULINE HERBST COMMONWEALTH EDISON COMPANY & 13 11, 12 16 & 15 12, 13 8, 11, 3, 5, 6, IL ROUTE 126 RAVAGO AMERICAS, LLC DAYFIELD PROPERTIES, LLC PLAINFIELD TOWNSHIP PARK DISTRICT BASS AND GILL CLUB, INC. (FLETCHER LAKE) BASS AND GILL CLUB, INC. (MAIN LAKE) NUMBER PARCEL 1NN0011 1NN0012 1NN0013 1NN0014 1NN0015 1NN0016 1NN0017 1NN0018 1NN0001 1NN0002 1NN0003 1NN0004 1NN0005 1NN0006 1NN0007 1NN0008 1NN0009 1NN0010 1NN00091 NN0 0 0 8 1NN0013 1NN0007 1NN00111NN0014 1NN0018 1NN0002 1NN0005 1NN0006 1NN0004 1NN0020 1NN0001 1NN0021 1NN0010 1NN00121 N N0 0 1 9 1 N N0 0 1 5 1 N N0 0 1 7 1NN0022 1NN0003 1 N N0 0 1 6 1NN0022 1NN0014 1NN0013 1NN0005 1NN0002 1NN0001 FOR PARCELS TOTAL HOLDING SEE SHEET 16 1NN0023 1NN0023 1NN0022 1NN0021 1NN0020 1NN0019 575 570 565 560 555 550 545 540 535 530 525 520 515 510 505 500 3T6N E9R 3T6N E9R DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS SCHAUMBURG, ILLINOIS 60196 201 WEST CENTER COURT BUREAU OF LAND ACQUISITION REVISION DATE: / / REVISION MADE BY: STA.TO STA. SHEET OF LIMITS: SECTION: COUNTY: JOB NO.: SHEETS PLAT OF HIGHWAYS INDEX SHEET SCALE: N/A IDOT USE ONLY PLAT OF HIGHWAYS 2 143RD STREET (FAU 0380) CRAWFORD MURPHY & TILLY, INC. (630) 820-1022 AURORA, ILLINOIS 60504 550 NORTH COMMONS DRIVE, SUITE 116 06-00040-00-FP WILL R-91-012-20 3390+00 3395+00 3400+00 3405+00 3410+00 710+00 715+00 720+00 725+00 20+00 25+00 30+00 35+00 40+00 45+00 50+00 400 405 4 1 0  Copyright CMT,License No. 184-000613 Appendix 24 - 144 3T6 N 9 E R ¢ PC Sta 508+36.59 PT Sta 510+89.05 EXISTING R.O.W. EXISTING R.O.W. WILL 36 9 NE 9 INDIAN BOUND A RY LINE PT Sta 506+05.00 STA. 506+05.00 BEGIN PROJECT 50' SEE SHEET 4 SEE SHEET 53 ¡ 143RD STREET 4 3 109 IL RTE 59P.T. STA. = 510+89.05 P.C. STA. = 508+36.59 S.E. RUN = N/A T.R. = NO S.E. e = N/A E = 0.93' L = 252.46' T = 126.24' R = 8,600.00' PI STA. = 509+62.83 CURVE DATA-6 PROP. 143RD ST.SEC 4-36-9 41E LINE SEEXIST. R.O.WS LINE DOC #399003 E LINE OF DOC #R75-8944¡ IL RTE 59 91.90' S59°54'11"W 86.06' S64°23'14"W 199.39'S01°00'37"E130.74' S85°39'37"W 121.23' S69°22'26"W 238.88' S88°28'34"W268.93'N01°31'34"W647.48' N83°32'52"E 80.00' LT STA. 3395+23.39 S83°32'52"W 20.00' CHD. = 145.92' CHD. BRG. = N82°53'32"E L = 145.93' R = 4695.00' CHD. = 145.16' CHD. BRG. = S82°54'29"W L = 145.17' R = 4665.00' 109.88' RT STA. 510+42.22 79.97' RT STA. 510+42.58 52.65' RT STA. 511+89.85 53.35' RT STA. 512+09.84 82.63' RT STA. 511+88.91 N07°44'16"W 29.92' S06°16'38"E 29.96'163.84'S06°18'56"E IL RTE 59 / US RTE 3030' EX. PERM. ESMT. 1NN0003 DOC #2005084172 POB 1NN0003 79.97' LT STA. 3397+22.68 EXIST. R.O.WPT Sta 3396+79.97 CHURCH69.4' TOWER UTILITY TOWER UTILITY 163.96' N06°18'56"W60'+/- 50'+/- 80'+/- P.T. STA. = 3396+79.97 EXIST. CURVE EXCL_59_1 PI STA. = 3388+40.00 R = 118,805.00' T = 840.00' L = 1,679.97' E = 2.97' T.R. = NO S.E. P.C. STA. = 3380+00.00 e = N/A S.E. RUN = N/A ILLINOIS STATE PLANE, EAST ZONE, NAD 83 (2011) PROJECT COORDINATES NORTHING EASTING 1,805,155.2707 1,019,162.0097 1,805,194.5286 1,019,411.3900 1,804,991.9370 1,019,967.5740 1,805,176.7300 1,019,286.4117 1,805,115.9025 1,018,933.7874 COORDINATE LOCATION PC Sta 508+36.59 BEG. PROJ./PT Sta 506+05.00 PI Sta 509+62.83 PT Sta 510+89.05 PT Sta 3396+79.97 COORDINATE TABLE â„„ EXIST IL R COORDINATE TABLE â„„ PROP. 143RD S 66.9'60.7'69.6'62.9'58.9'52.9'39.9'28.8'16.2'49.1' 15.7'13.7'5' 11.5' 7.8'64'17.54' LT STA. 3398+74.21 112.58' RT STA. 511+87.95 205.66' RT STA. 508+84.94 217.11' RT STA. 512+04.72 216.53' RT STA. 511+84.73 471.93' RT STA. 508+45.64 369.19' LT STA. 3394+35.83 483.45' LT STA. 3393+95.48 160.35' LT STA. 3394+78.85 238.65' LT STA. 3394+43.19 (EX. R.O.W.) 34.89' 79.94' LT STA. 3398+47.47 N00°58'20"W124.79'N87°25'01"E 92.42' SEC 9-36-941E LINE NESEC 9-36-941 NE SEC 4-36-941SE SEC 3-36-941W LINE SW SEC 4-36-9 4 1S LINE SE SEC 9-36-9 4 1 N LINE NE AT STA. 514+43.77 SEC 9-36-94 1N LINE NE INTERSECTION OF 1NN0019PE-1S83°32'52"W 332.47' 75.18' RT STA. 515+25.79 S83°32'52"W 65.02' (EX. PERM. ESMT.) 30.13' S01°53'26"E 67.16'145.36'S01°53'26"E DOC #399003 9 ¢ 15.25' LT STA. 3397+28.87 EXCEPTION CELL TOWER SITE (PLATS)(DOC #R2002100753)(DOC #R99-137689)(DOC #R99-137689)*APL MARTIN COMMERCIAL CENTER DOC #R2005138795 & DOC #R2006-071858 DOC #R2006-071858 MARTIN COMMERCIAL CENTER OUTLOT A IN ¢ SEE SHEET 4 SEE SHEET 6 DOC #2005084172 DOC #984116 PER BOOK 1776 PG 478EXISTING SOUTHERLY ROW (PLATS)(DOC #R2002100753)143RD STREET / US RTE 30 TOTAL HOLDING CALCULATION NOT SURVEYED 147.76' S00°58'20"EN52°07'10"W 38.51' SEC 10-36-941W LINE NW#R2000006900 PER DOC DEDICATION) (ASSUME NO 0.111 AC +/- EX. PERM. ESMT. 16 506+05.00 516+50 40.8' CHD. = 20.00' CHD. BRG. = N83°54'12"E L = 20.00' R = 4725.00' BOOK 776 PG 350 ROW DEDICATION FOR TOTAL HOLDING SEE SHEET 16 DOC #399003 NO. PARCEL (ACRES) HOLDING TOTAL (ACRES) REQUIRED R.O.W. (ACRES) DEDICATED PREVIOUSLY (ACRES) REMAINDER (ACRES) TEMP (ACRES) PERM EASEMENTS TAX NUMBER PERMANEMT ACQUIRED BY PROPERTY 6.755 N/A 2.8563.899 COMPENSATORY STORAGE DRAINAGE1NN0003 06-03-09-200-038N/A N/A PURPOSE * 12.27212.496 0.100 0.075 06-03-09-200-0260.224*0.113 CULVERT EXTENTION INGRESS & ENGRESS ENTR CONSTRUCTION POB 1NN0022TE 1NN0022TEN06°18'56"W104.00' POB 1NN0022PE 1NN0022TE 1NN0022PE 1NN0022N=1,805,252.9720, E=1,019,944.4730 STA. 3399+41.36, 18.60' LT - IL RTE 59 STA. 516+25.05, 17.30' RT - 143RD STREET FOUND CHISELED "X" SECTION 9-36-94 1NE COR, NE POC 1NN0022PE, POC 1NN0022TE POC 1NN0003, POC 1NN0022 POB 1NN0022 1NN0022TE 1NN0022PE 1NN0022 510+00 515+00 3395+00 3400+00 DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS SCHAUMBURG, ILLINOIS 60196 201 WEST CENTER COURT BUREAU OF LAND ACQUISITION REVISION DATE: / / REVISION MADE BY: STA.TO STA. SHEET SHEETS OF LIMITS: SECTION: COUNTY: JOB NO.: 129.32' (COMP) 129.32' CORNER SECTION CORNER SECTION QUARTER (129.32') T N E RLEGEND 16 15 9 10 16 15 M PLAT OF HIGHWAYS IDOT USE ONLY SECTION / QUARTER SECTION LINE PROPERTY (DEED) LINE APPARENT PROPERTY LINE EXISTING CENTERLINE PROPOSED CENTERLINE EXISTING RIGHT OF WAY LINE PROPOSED RIGHT OF WAY LINE EXISTING EASEMENT PROPOSED EASEMENT EXISTING ACCESS CONTROL LINE PROPOSED ACCESS CONTROL LINE MEASURED DIMENSION COMPUTED DIMENSION RECORDED DIMENSION EXISTING BUILDING APL IRON PIPE OR ROD FOUND "MAG" NAIL SET CUT CROSS FOUND OR SET 5 / 8" REBAR SET T3 T2 T1 BT3 BT2 BT1 SET 5/8 INCH COLORED PLASTIC CAP BEARING SURVEYORS REGISTRATION NUMBER. IRON ROD FLUSH WITH GROUND TO TIE FOUND IRON STAKE IDENTIFIED BY THESE STAKES REFERENCE FOUND OR SET MONUMENTATION. MENTATION. THESE STAKES, IN CULTIVATED AREAS, REFERENCE FOUND OR SET MONU- STAKING OF PROPOSED RIGHT OF WAY.SET DIVISION OF HIGHWAYS SURVEY DATA AND SURVEYORS REGISTRATION NUMBER. MARKER TO MONUMENT THE POSITION SHOWN. IDENTIFIED BY INSCRIPTION SURVEYORS REGISTRATION NUMBER. FOUND IRON STAKE. IDENTIFIED BY COLORED PLASTIC CAP BEARING BURIED 5/8 INCH IRON ROD 20 INCHES BELOW GROUND TO TIE SCALE: 1"= 50' GRAPHIC SCALE FEET STAKING OF PROPOSED RIGHT OF WAY IN CULTIVATED AREAS. SURVEYORS REGISTRATION NUMBER. SURVEY MARKER POSITION IDENTIFIED BY COLORED PLASTIC CAP BEARING BURIED 5/8 INCH METAL ROD 20 INCHES BELOW GROUND TO MARK FUTURE PERMANENT SURVEY MARKER, I.D.O.T. STANDARD 2135 (TO BE SET BY OTHERS) RIGHT OF WAY STAKING PROPOSED TO BE SET PART OF THE OF SECTION , TWP. N., R. E. OF THE 3RD. P.M., IN COUNTY, ILLINOIS. WILL R-91-012-2006-00040-00-FP 1" = 50' 50'0 MICHAEL E. MIZEUR CMT, INC. 035-003638 ILLINOIS MINIMUM STANDARDS FOR A BOUNDARY SURVEY. THIS PROFESSIONAL SERVICE CONFORMS TO THE CURRENT LICENSE EXPIRATION DATE: ILLINOIS PROFESSIONAL LAND SURVEYOR NO. 11-30-2020 PROPOSED TEMPORARY EASEMENT AREAS SHOWN ON THIS PLAT ARE GROUND. SHOWN BY THE COMBINATION FACTOR OF 0.99995223. "GROUND". TO OBTAIN GROUND DISTANCES, DIVIDE GRID DISTANCES ALL MEASURED AND CALCULATED DISTANCES ARE "GRID" NOT AMERICAN DATUM OF 1983 (2011 ADJUSTMENT) "GRID". THE ILLINOIS STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH COORDINATES, BEARINGS & DISTANCES SHOWN HEREON REFERENCE ALL DIMENSIONS ARE MEASURED UNLESS OTHERWISE SPECIFIED. NOTES: PRELIMINARY LOCATIONSEALROYEVR US DN AL LANOISSE FORPSIONILLI FO ETA TS**035-003638 MIZEUR MICHAEL E. ILLINIOS SPRINGFIELD, 143RD STREET (FAU 0380) AC SCALE: WILL WILL A.D. 20 DAY OF , ILLINOIS THIS DATED AT 184-000613 TRANSPORTATION, STATE OF ILLINOIS. TO ENABLE THE SURVEY TO BE RETRACED, MADE FOR THE DEPARTMENT OF POSITIONS SHOWN THEREON AND THAT THE MONUMENTS ARE SUFFICIENT FOUND AND ESTABLISHED ARE OF PERMANENT QUALITY AND OCCUPY THE THE PLAT CORRECTLY REPRESENTS SAID SURVEY, THAT ALL MONUMENTS COMPLETE AS SHOWN TO THE BEST OF MY KNOWLEDGE AND BELIEF, THAT COUNTY, THAT THE SURVEY IS TRUE AND PRINCIPAL MERIDIAN, EAST OF THE THIRD NORTH, RANGE , TOWNSHIP IN SECTION ,) HAVE SURVEYED THE PLAT OF HIGHWAYS SHOWN HEREON PROFESSIONAL DESIGN FIRM LAND SURVEYING CORPORATION, NUMBER AN ILLINOIS PROFESSIONAL LAND SURVEYOR, (WE, , AN ILLINOIS THIS IS TO CERTIFY THAT I, COUNTY OF ) )SS STATE OF ILLINOIS ) 36 9 BOUNDARY LINES CRAWFORD MURPHY & TILLY, INC. (630) 820-1022 AURORA, ILLINOIS 60504 550 NORTH COMMONS DRIVE, SUITE 116 RIGHT OF WAY FOUND  Copyright CMT,License No. 184-000613 Appendix 24 - 145 3T6 N 9 E R SEE SHEET 6¢ PC Sta 508+36.59 PT Sta 510+89.05 SEC 9-36-941E LINE NE SEC 10-36-941W LINE NW SEC 4-36-941E LINE SE SEC 3-36-941W LINE SWEXISTING R.O.W. EXISTING R.O.W. WILL 36 9 PT Sta 506+05.00 STA. 506+05.00 BEGIN PROJECT SEC 9-36-941 NE SEC 4-36-941SE 50' SEE SHEET 3 SEC 4-36-9 4 1S LINE SE SEC 9-36-9 4 1 N LINE NE 4SE (ACRES) HOLDING TOTAL (ACRES) REQUIRED R.O.W. (ACRES) DEDICATED PREVIOUSLY (ACRES) REMAINDER (ACRES) TEMP (ACRES) PERM EASEMENTS TAX NUMBER PERMANEMT ACQUIRED BY PROPERTY EXIST.R.O.W.EXIST. R.O.W¡ 143RD STREET 4 ¡ IL RTE 159 4 3 9 10 IL RTE 59 / US RTE 30NO. PARCEL 1NN0002PE 1NN0001PE 1NN0002 1NN0002TE P.T. STA. = 510+89.05 P.C. STA. = 508+36.59 S.E. RUN = N/A T.R. = NO S.E. e = N/A E = 0.93' L = 252.46' T = 126.24' R = 8,600.00' PI STA. = 509+62.83 CURVE DATA-6 PROP. 143RD ST. 506+05.00 ILLINOIS STATE PLANE, EAST ZONE, NAD 83 (2011) PROJECT COORDINATES NORTHING EASTING 1,805,155.2707 1,019,162.0097 1,805,194.5286 1,019,411.3900 1,805,176.7300 1,019,286.4117 1,805,115.9025 1,018,933.7874 COORDINATE LOCATION PC Sta 508+36.59 BEG. PROJ./PT Sta 506+05.00 PI Sta 509+62.83 PT Sta 510+89.05 COORDINATE TABLE â„„ PROP. 143RD S ¢ IND IAN B OUN D A R Y LINE TOWER UTILITY S87°20'46"W 80.80' 424.39' N81°53'41"E 70.00' LT STA. 515+54.31 N40°27'34"E 52.48' S47°45'00"W 46.57' S00°58'33"E 55.84' 64.89' LT STA. 3400+02.73 23.19' LT STA. 515+48.18 AT STA. 514+43.77 SEC 9-36-94 1N LINE NE INTERSECTION OF 420.30' S87°20'46"W POB 1NN0002 POB 1NN0001PE 63.11' LT STA. 511+29.79 N07°01'22"W 6.89' 70.00' LT STA. 511+29.92 POB 1NN0002PE 211.78' S87°20'46"W 84.90' LT STA. 509+20.62 S07°01'22"E 28.56'85.00'N65°23'44"W56 .42 'N83°23 '29"W 134.99' N43°02'17"E 71.68' S90°00'00"E 152.34' LT STA. 510+05.71 236.62' LT STA. 511+09.36 226.52' LT STA. 511+80.32 N07°01'22"W 21.67' 1NN0002PE 1NN0001PE 123.18' S02°07'33"E74.23' S81°53'41"W 70.00' LT STA. 512+04.15 S02°07'33"E 30.00' 99.84' LT STA. 512+07.27 N87°52'27"E 40.00' 104.00' LT STA. 511+67.49 109.50' N43°02'17"E 64.88' LT STA. 3400+58.56 POB 1NN0002TE 59.85' LT STA. 3401+64.29 S00°58'20"E 70.00' S88°06'21"W 37.72' 59.84' LT STA. 3402+34.29 N89°00'47"E 25.00' S89°00'47"W 25.00' 38.3'25.9'OFFICE N00°58'20"W 70.00'30' EX. PERM. ESMT. 516+00.00 4 DO C #97175 5 25' CASE NO. 00ED-10 RIGHT OF WAY 84.84' LT STA. 3402+34.29 84.85' LT STA. 3401+64.29 ¡ IL RTE 59 12.7'PROPOSED TEMPORARY EASEMENT EASEMENT PERMANENT PROPOSED PROP. R.O.W. N01°53'39"W 33.00'223.55'N01°53'39"W143RD STREET / US RTE 30 SEE SHEET 3 FORMER ROWSEE SHT 5(PLATS) #R2002100753) (DOC 33'33'*TOTAL HOLDING CALCULATION NOT SURVEYED PURPOSE 16FMR ROWSEE SHT 719.12' LT STA. 3399+74.36 CRAWFORD MURPHY & TILLY, INC. (630) 820-1022 AURORA, ILLINOIS 60504 550 NORTH COMMONS DRIVE, SUITE 116 E=1,019,944.4730 N=1,805,252.9720 STA. 3399+41.36, 18.60' LT - IL RTE 59 STA. 516+25.05, 17.30' RT - 143RD STREET FOUND CHISELED "X" , SECTION 4-36-94 1SE COR, SE POC 1NN0002TE & POC 1NN0001PE POC 1NN0002, POC 1NN0002PE, (APROXIMATE UNNAMED TRIBUTARY MEANDER LINE OF PG 517 BOOK 1240 RIGHT OF WAY ILLINOIS RTE 59EXISTING R.O.WPG 269 EASEMENT PER BOOK 1585 UNDERGROUND TELEPHONE 22.14' LT STA. 3401+64.89 FOR TOTAL HOLDING SEE SHEET 16 DOC #R201401603 8 FOR TOTAL HOLDING SEE SHEET 16 DOC #R200715499 2 0.24520.62320.6231NN0001PE COMPENSATORY STORAGE AND BOX CULVERT EXTENSION 06-03-04-409-004*N/A N/A N/A 0.39641.9880.30242.290 0.040 1NN0002TE 1NN0002PE 1NN0002 06-03-04-409-003*N/A ENTRANCE CONSTR. COMPENSATORY STORAGE ROADWAY REALIGNMENT ¢ ¢¢ 510+00 515+00 3400+00 3405+00 DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS SCHAUMBURG, ILLINOIS 60196 201 WEST CENTER COURT BUREAU OF LAND ACQUISITION REVISION DATE: / / REVISION MADE BY: STA.TO STA. SHEET SHEETS OF LIMITS: SECTION: COUNTY: JOB NO.: 129.32' (COMP) 129.32' CORNER SECTION CORNER SECTION QUARTER (129.32') T N E RLEGEND 16 15 9 10 16 15 M PLAT OF HIGHWAYS IDOT USE ONLY SECTION / QUARTER SECTION LINE PROPERTY (DEED) LINE APPARENT PROPERTY LINE EXISTING CENTERLINE PROPOSED CENTERLINE EXISTING RIGHT OF WAY LINE PROPOSED RIGHT OF WAY LINE EXISTING EASEMENT PROPOSED EASEMENT EXISTING ACCESS CONTROL LINE PROPOSED ACCESS CONTROL LINE MEASURED DIMENSION COMPUTED DIMENSION RECORDED DIMENSION EXISTING BUILDING APL IRON PIPE OR ROD FOUND "MAG" NAIL SET CUT CROSS FOUND OR SET 5 / 8" REBAR SET T3 T2 T1 BT3 BT2 BT1 SET 5/8 INCH COLORED PLASTIC CAP BEARING SURVEYORS REGISTRATION NUMBER. IRON ROD FLUSH WITH GROUND TO TIE FOUND IRON STAKE IDENTIFIED BY THESE STAKES REFERENCE FOUND OR SET MONUMENTATION. MENTATION. THESE STAKES, IN CULTIVATED AREAS, REFERENCE FOUND OR SET MONU- STAKING OF PROPOSED RIGHT OF WAY.SET DIVISION OF HIGHWAYS SURVEY DATA AND SURVEYORS REGISTRATION NUMBER. MARKER TO MONUMENT THE POSITION SHOWN. IDENTIFIED BY INSCRIPTION SURVEYORS REGISTRATION NUMBER. FOUND IRON STAKE. IDENTIFIED BY COLORED PLASTIC CAP BEARING BURIED 5/8 INCH IRON ROD 20 INCHES BELOW GROUND TO TIE SCALE: 1"= 50' GRAPHIC SCALE FEET STAKING OF PROPOSED RIGHT OF WAY IN CULTIVATED AREAS. SURVEYORS REGISTRATION NUMBER. SURVEY MARKER POSITION IDENTIFIED BY COLORED PLASTIC CAP BEARING BURIED 5/8 INCH METAL ROD 20 INCHES BELOW GROUND TO MARK FUTURE PERMANENT SURVEY MARKER, I.D.O.T. STANDARD 2135 (TO BE SET BY OTHERS) RIGHT OF WAY STAKING PROPOSED TO BE SET PART OF THE OF SECTION , TWP. N., R. E. OF THE 3RD. P.M., IN COUNTY, ILLINOIS. WILL R-91-012-2006-00040-00-FP 1" = 50' 50'0 MICHAEL E. MIZEUR CMT, INC. 035-003638 ILLINOIS MINIMUM STANDARDS FOR A BOUNDARY SURVEY. THIS PROFESSIONAL SERVICE CONFORMS TO THE CURRENT LICENSE EXPIRATION DATE: ILLINOIS PROFESSIONAL LAND SURVEYOR NO. 11-30-2020 PROPOSED TEMPORARY EASEMENT AREAS SHOWN ON THIS PLAT ARE GROUND. SHOWN BY THE COMBINATION FACTOR OF 0.99995223. "GROUND". TO OBTAIN GROUND DISTANCES, DIVIDE GRID DISTANCES ALL MEASURED AND CALCULATED DISTANCES ARE "GRID" NOT AMERICAN DATUM OF 1983 (2011 ADJUSTMENT) "GRID". THE ILLINOIS STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH COORDINATES, BEARINGS & DISTANCES SHOWN HEREON REFERENCE ALL DIMENSIONS ARE MEASURED UNLESS OTHERWISE SPECIFIED. NOTES: PRELIMINARY LOCATIONSEALROYEVR US DN AL LANOISSE FORPSIONILLI FO ETA TS**035-003638 MIZEUR MICHAEL E. ILLINIOS SPRINGFIELD, 143RD STREET (FAU 0380) AC SCALE: WILL WILL A.D. 20 DAY OF , ILLINOIS THIS DATED AT 184-000613 TRANSPORTATION, STATE OF ILLINOIS. TO ENABLE THE SURVEY TO BE RETRACED, MADE FOR THE DEPARTMENT OF POSITIONS SHOWN THEREON AND THAT THE MONUMENTS ARE SUFFICIENT FOUND AND ESTABLISHED ARE OF PERMANENT QUALITY AND OCCUPY THE THE PLAT CORRECTLY REPRESENTS SAID SURVEY, THAT ALL MONUMENTS COMPLETE AS SHOWN TO THE BEST OF MY KNOWLEDGE AND BELIEF, THAT COUNTY, THAT THE SURVEY IS TRUE AND PRINCIPAL MERIDIAN, EAST OF THE THIRD NORTH, RANGE , TOWNSHIP IN SECTION ,) HAVE SURVEYED THE PLAT OF HIGHWAYS SHOWN HEREON PROFESSIONAL DESIGN FIRM LAND SURVEYING CORPORATION, NUMBER AN ILLINOIS PROFESSIONAL LAND SURVEYOR, (WE, , AN ILLINOIS THIS IS TO CERTIFY THAT I, COUNTY OF ) )SS STATE OF ILLINOIS ) 36 9 BOUNDARY LINES CRAWFORD MURPHY & TILLY, INC. (630) 820-1022 AURORA, ILLINOIS 60504 550 NORTH COMMONS DRIVE, SUITE 116 RIGHT OF WAY FOUND  Copyright CMT,License No. 184-000613  Copyright CMT,License No. 184-000613 Appendix 24 - 146 PC Sta 518+41.19 SEC 9-36-941E LINE NE SEC 10-36-941W LINE NWSEC 3-36-941SW SEE SHEET 4SEE SHEET 3 WILL 36 9 3 & 10 SECTION , TWP. N., R. E. OF THE 3RD. P.M., IN COUNTY, ILLINOIS. ¢ ¢ SEC 10-36-941 NW PT Sta 524+28.36 ¢ ¢ STORAGE BUILDING CONCRETE BLOCK STORAGE BUILDING CONCRETE BLOCK STORAGE BUILDING CONCRETE BLOCK CONCRETE BLOCK STORAGE BUILDING PROPOSED R.O.W. PROP. TEMP. ESMT. ¡ 143RD STREET SEC 3-36-94 1S LINE SW SEC 10-36-94 1N LINE NW NO. PARCEL (ACRES) HOLDING TOTAL (ACRES) REQUIRED R.O.W. (ACRES) DEDICATED PREVIOUSLY (ACRES) REMAINDER EASEMENTS TAX NUMBER PERMANEMT ACQUIRED BY PROPERTY 1.1121.668N/A3.4585.126 4.450 4.182 (ACRES) TEMP (ACRES) PERM SEE SHEET 7 5 ¡ IL RTE 59 ¢ ¢ 3T6 N 9 E R 4 3 9 10 SEC 4-36-941E LINE SE SEC 3-36-941W LINE SWLOT 3 IL RTE 59N/A S28°32'32"W 41.29' S03°11'21"W 22.33' CHD. = 32.70' CHD. BRG. = S15°46'42"W L = 32.96' R = 75.00' PROP. R.O.W. 143RD STREET 80.82'N00°53'07"W73.15'S55°24'10" E 66.57' N81°53'41"E 237.13' N89°06'53"E 56.15'N00°58'16"W142.91'N00°58'16"WN89°06'53"E 78.69' 60.12' RT. STA. 3400+84.13 60.14' RT. STA. 3401+44.22 N00°58'16"W 60.09' 27.19' RT. STA. 517+03.11 65.00' LT. STA. 517+74.62 82.40' RT. STA. 525+73.62 42.30' LT. STA. 525+80.72 76.81' LT. STA. 526+03.38 107.44' LT. STA. 526+14.84 129.56' LT. STA. 526+17.93 145.61' LT. STA. 523+82.01 65.00' LT. STA. 523+76.23 109.83' LT. STA. 523+24.90 149.71' LT. STA. 523+27.96 606.51' N89°06'53"E N89°06'53"E 55.00' N00°53'07"W 40.00' CHD. = 124.90' CHD. BRG. = S01°28'54"E L = 130.78' R = 125.00' CHD. = 538.45' CHD. BRG. = N83°25'39"E L = 538.53' R = 10,065.00' N/A LOT 1 150'25' ILLINOIS STATE PLANE, EAST ZONE, NAD 83 (2011) PROJECT COORDINATES NORTHING EASTING 1,805,341.9779 1,020,446.7490 1,804,991.9370 1,019,967.5740 1,805,366.2499 1,020,739.4093 1,805,300.5738 1,020,156.0174 COORDINATE LOCATION PI Sta 521+34.86 PT Sta 524+28.36 PT Sta 3396+79.97 COORDINATE TABLE â„„ EXIST IL R COORDINATE TABLE â„„ PROP. 143RD S PT Sta 3396+79.9765.00' LT. STA. 518+41.19 1NN0004 1NN0004TE POB 1NN0004 POB 1NN0004TE PROP. R.O.W. STORAGE BUILDINGCONCRETE BLOCK87.2' 14.6' 250' 250' 250' 250' 250' 1NN0004TE 1NN0004 TOWER UTILITY41'41'41'21'21'41'250'41'50'21'40'80' 50'20'20'30'83.9'61.3' PC Sta 518+41.19 P.T. STA. = 524+28.36 P.C. STA. = 518+41.19 S.E. RUN = N/A T.R. = NO S.E. e = N/A E = 4.31' L = 587.16' T = 293.67' R = 10,000.00' PI STA. = 521+34.86 CURVE DATA-9 PROP. 143RD ST. 75' 06-03-03-300-015 06-03-03-300-009 06-03-10-100-001 TOWER UTILITY (1NN0004)872.42' S83°32'40"W 1NN0021TE-B(1NN0021TE-B)966.98' N83°32'40"E 100.00' N83°32'40"E 150.00'S06°27'55"E100.00' S83°32'40"W150.00'N06°27'55"WPROP. TEMP. ESMT. 79.57' RT STA. 526+68.13 POB 1NN0021TE-B 229.51' RT STA. 526+72.65 76.58' RT STA. 527+68.09 226.51' RT STA. 527+72.60 DOC #R93-079742 SUB. UNIT #1 C.B. & I. INDUSTRIES INC.DUPAGE RIVERDOC #400720 3 10&SEE SHEET 8DOC #400720 16 516+50 529+00 ¢ S LINE DOC #400720EXIST. R.O.W.FORMER R.O.W.IL RTE 59 / US RTE 30PURPOSE PATH CONSTRUCTION *TOTAL HOLDING CALCULATION NOT SURVEYED * * SEE SHEET 7 SEE SHEET 7DOC #R20121420 2 8 EX. PERM. ESMT. ¢ DOC #R91-026961 25' N LINE DOC #400720 EXIST. R.O.WEXIST. R.O.WROW-CASE NO. 00ED-11 (PLATS)(DOC #R2002100753)-009 -001 REMOVAL GRADING & BUILDING ROADWAY EXTENSION 82.90' RT. STA. 516+96.14, E=1,019,944.4730 N=1,805,252.9720 STA. 3399+41.36, 18.60' LT - IL RTE 59 STA. 516+25.05, 17.30' RT - 143RD STREET FOUND CHISELED "X" , SECTION 3-36-94 1SW COR, SW POC 1NN0021TE-B POC 1NN0004, POC 1NN0004TE & S. LINE OF LOT 3 1NN0021TE-B 1NN0021TE-A 1NN0021 0.268 0.230 (021TE-B) 0.344 (021TE-A) 0.135 1NN0021TE-A LAYOUT PARCEL 1NN0021 & SEE SHEET 6 FOR ¢DOC #400720 -009 DOC #400720 -001 D UP A G E RIVE R ¢ 520+00 525+00 3395+00 3400+00 DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS SCHAUMBURG, ILLINOIS 60196 201 WEST CENTER COURT BUREAU OF LAND ACQUISITION REVISION DATE: / / REVISION MADE BY: STA.TO STA. SHEET SHEETS OF LIMITS: SECTION: COUNTY: JOB NO.: PLAT OF HIGHWAYS IDOT USE ONLY SCALE: 1"= 50' GRAPHIC SCALE FEET PART OF THE OF SECTION , TWP. N., R. E. OF THE 3RD. P.M., IN COUNTY, ILLINOIS. WILL R-91-012-2006-00040-00-FP 1" = 50' 50'0 143RD STREET (FAU 0380) SCALE: TRANSPORTATION, STATE OF ILLINOIS. TO ENABLE THE SURVEY TO BE RETRACED, MADE FOR THE DEPARTMENT OF POSITIONS SHOWN THEREON AND THAT THE MONUMENTS ARE SUFFICIENT FOUND AND ESTABLISHED ARE OF PERMANENT QUALITY AND OCCUPY THE THE PLAT CORRECTLY REPRESENTS SAID SURVEY, THAT ALL MONUMENTS COMPLETE AS SHOWN TO THE BEST OF MY KNOWLEDGE AND BELIEF, THAT COUNTY, THAT THE SURVEY IS TRUE AND PRINCIPAL MERIDIAN, EAST OF THE THIRD NORTH, RANGE , TOWNSHIP IN SECTION ,) HAVE SURVEYED THE PLAT OF HIGHWAYS SHOWN HEREON PROFESSIONAL DESIGN FIRM LAND SURVEYING CORPORATION, NUMBER AN ILLINOIS PROFESSIONAL LAND SURVEYOR, (WE, , AN ILLINOIS THIS IS TO CERTIFY THAT I, COUNTY OF ) )SS STATE OF ILLINOIS ) CRAWFORD MURPHY & TILLY, INC. (630) 820-1022 AURORA, ILLINOIS 60504 550 NORTH COMMONS DRIVE, SUITE 116 129.32' (COMP) 129.32' CORNER SECTION CORNER SECTION QUARTER (129.32') T N E RLEGEND 16 15 9 10 16 15 M SECTION / QUARTER SECTION LINE PROPERTY (DEED) LINE APPARENT PROPERTY LINE EXISTING CENTERLINE PROPOSED CENTERLINE EXISTING RIGHT OF WAY LINE PROPOSED RIGHT OF WAY LINE EXISTING EASEMENT PROPOSED EASEMENT EXISTING ACCESS CONTROL LINE PROPOSED ACCESS CONTROL LINE MEASURED DIMENSION COMPUTED DIMENSION RECORDED DIMENSION EXISTING BUILDING PL APL IRON PIPE OR ROD FOUND "MAG" NAIL SET CUT CROSS FOUND OR SET 5 / 8" REBAR SET T3 T2 T1 BT3 BT2 BT1 SET 5/8 INCH COLORED PLASTIC CAP BEARING SURVEYORS REGISTRATION NUMBER. IRON ROD FLUSH WITH GROUND TO TIE FOUND IRON STAKE IDENTIFIED BY THESE STAKES REFERENCE FOUND OR SET MONUMENTATION. MENTATION. THESE STAKES, IN CULTIVATED AREAS, REFERENCE FOUND OR SET MONU- STAKING OF PROPOSED RIGHT OF WAY.SET DIVISION OF HIGHWAYS SURVEY DATA AND SURVEYORS REGISTRATION NUMBER. MARKER TO MONUMENT THE POSITION SHOWN. IDENTIFIED BY INSCRIPTION SURVEYORS REGISTRATION NUMBER. FOUND IRON STAKE. IDENTIFIED BY COLORED PLASTIC CAP BEARING BURIED 5/8 INCH IRON ROD 20 INCHES BELOW GROUND TO TIE STAKING OF PROPOSED RIGHT OF WAY IN CULTIVATED AREAS. SURVEYORS REGISTRATION NUMBER. SURVEY MARKER POSITION IDENTIFIED BY COLORED PLASTIC CAP BEARING BURIED 5/8 INCH METAL ROD 20 INCHES BELOW GROUND TO MARK FUTURE PERMANENT SURVEY MARKER, I.D.O.T. STANDARD 2135 (TO BE SET BY OTHERS) RIGHT OF WAY STAKING PROPOSED TO BE SET AC BOUNDARY LINES RIGHT OF WAY FOUND AREAS SHOWN ON THIS PLAT ARE GROUND. SHOWN BY THE COMBINATION FACTOR OF 0.99995223. "GROUND". TO OBTAIN GROUND DISTANCES, DIVIDE GRID DISTANCES ALL MEASURED AND CALCULATED DISTANCES ARE "GRID" NOT AMERICAN DATUM OF 1983 (2011 ADJUSTMENT) "GRID". THE ILLINOIS STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH COORDINATES, BEARINGS & DISTANCES SHOWN HEREON REFERENCE ALL DIMENSIONS ARE MEASURED UNLESS OTHERWISE SPECIFIED. NOTES: MICHAEL E. MIZEUR CMT, INC. 035-003638 ILLINOIS MINIMUM STANDARDS FOR A BOUNDARY SURVEY. THIS PROFESSIONAL SERVICE CONFORMS TO THE CURRENT LICENSE EXPIRATION DATE: ILLINOIS PROFESSIONAL LAND SURVEYOR NO. 11-30-2020 PRELIMINARY LOCATIONSEALROYEVRUS DN AL LANOISSE FORPSIONILLI FO ETA TS**035-003638 MIZEUR MICHAEL E. ILLINIOS SPRINGFIELD, WILL WILL A.D. 20 DAY OF , ILLINOIS THIS DATED AT 184-000613 TRANSPORTATION, STATE OF ILLINOIS. TO ENABLE THE SURVEY TO BE RETRACED, MADE FOR THE DEPARTMENT OF POSITIONS SHOWN THEREON AND THAT THE MONUMENTS ARE SUFFICIENT FOUND AND ESTABLISHED ARE OF PERMANENT QUALITY AND OCCUPY THE THE PLAT CORRECTLY REPRESENTS SAID SURVEY, THAT ALL MONUMENTS COMPLETE AS SHOWN TO THE BEST OF MY KNOWLEDGE AND BELIEF, THAT COUNTY, THAT THE SURVEY IS TRUE AND PRINCIPAL MERIDIAN, EAST OF THE THIRD NORTH, RANGE , TOWNSHIP IN SECTION ,) HAVE SURVEYED THE PLAT OF HIGHWAYS SHOWN HEREON PROFESSIONAL DESIGN FIRM LAND SURVEYING CORPORATION, NUMBER AN ILLINOIS PROFESSIONAL LAND SURVEYOR, (WE, , AN ILLINOIS THIS IS TO CERTIFY THAT I, COUNTY OF ) )SS STATE OF ILLINOIS ) 36 9  Copyright CMT,License No. 184-000613 Appendix 24 - 147 EXISTING R.O.W¢ ¢ PROP. TEMP. ESMT. SEC 3-36-94 1S LINE SW 6 ¡ IL RTE 159 ¢ 3T6 N 9 E R 4 3 9 10 150'25'PT Sta 3396+79.97TOWER UTILITY P.T. STA. = 524+28.36 P.C. STA. = 518+41.19 S.E. RUN = N/A T.R. = NO S.E. e = N/A E = 4.31' L = 587.16' T = 293.67' R = 10,000.00' PI STA. = 521+34.86 CURVE DATA-9 PROP. 143RD ST. SEC 9-36-941E LINE NE SEC 10-36-941W LINE NW SEC 10-36-94 1N LINE NW PC Sta 518+41.19 WILL 36 9 10NW (ACRES) HOLDING TOTAL (ACRES) REQUIRED R.O.W. (ACRES) DEDICATED PREVIOUSLY (ACRES) REMAINDER EASEMENTS TAX NUMBER PERMANEMT ACQUIRED BY PROPERTY (ACRES) TEMP (ACRES) PERM 4.450 4.182 NO. PARCEL ILLINOIS STATE PLANE, EAST ZONE, NAD 83 (2011) PROJECT COORDINATES NORTHING EASTING 1,805,341.9779 1,020,446.7490 1,805,366.2499 1,020,739.4093 1,805,300.5738 1,020,156.0174 COORDINATE LOCATION PI Sta 521+34.86 PT Sta 524+28.36 COORDINATE TABLE â„„ PROP. 143RD S PC Sta 518+41.19 143RD STREET 143RD STREET / US RTE 30 IL RTE 591NN0021TE-AS01°53'26"E63.73'S83°32'40"W 85.65' N83°32'40"E 40.18'150.69' S00°58'16"E100.03' RT STA. 3397+38.22 S83°32'40"W 30.13' N89°01'42"E 10.00' S00°59'34"E 14.78' 70.03' RT STA. 3397+50.13 60.03' RT STA. 3397+50.13 70.04' RT STA. 3397+35.34 SEC 10-36-941 NW SEC 9-36-941NE AT STA. 516+26.93 SEC 3-36-94 1W LINE SW INTERSECTION OF SEC 3-36-941SW 17.60' LT STA. 3398+77.64 150.48' N01°53'26"W15.22' LT STA. 3397+27.18 50'+/-50'+/- N/A POB 1NN0021TE-A 78.02' N83°32'40"E S LINE DOC #400720 SEC 10-36-9 AT STA. 3399+41.33 4 1INTERSECTION OF N LINE NW IL RTE 59 / US RTE 3010 SCALE: 1"= 30' GRAPHIC SCALE FEET 30'0 16 514+00 519+00SEE SHEET 3SEE SHEET 5 EXIST. R.O.W.PURPOSE 60.07' RT STA. 3398+85.08 EXIST. R.O.W.(PLATS)(DOC #R2002100753)60'+/- 70'+/- * * TOTAL HOLDING CALCULATION NOT SURVEYED FMR R.O.W.N LINE DOC #400720 CONSTRUCTION GRADING / ENTRANCE ROADWAY WIDENING ¡ 143RD STREET PR. R.O.W.SEE SHEET 4 SEE SHEET 5DOC #R91-026961 (PLATS)(DOC #R2002100753)150.69' N00°58'20"WDOC #400720 -001 134.95' S00°58'20"EPER DOC #R2000006896 (ASSUME NO DEDICATION) 0.038 AC +/- EX. PERM. ESMT. 30' STA. 3399+61.12 â„„ IL R STA. 516+45.96 â„„ 143RD STR 100.07' RT STA. 3398+88.91 ¢¢1NN0021E=1,019,944.4730 N=1,805,252.9720 STA. 3399+41.36, 18.60' LT - IL RTE 59 STA. 516+25.03, 17.30' RT - 143RD STREET FOUND CHISELED "X" , SECTION 10-36-94 1NW COR, NW POC 1NN0021, POC 1NN0021TE-A POB 1NN0021 06-03-10-100-001 06-03-03-300-009 1NN0021TE-B 1NN0021TE-A 1NN0021 0.268 (021TE-B) 0.344 (021TE-A) 0.135 0.230 514 515+00 516 517 518 519 3400+00 DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS SCHAUMBURG, ILLINOIS 60196 201 WEST CENTER COURT BUREAU OF LAND ACQUISITION REVISION DATE: / / REVISION MADE BY: STA.TO STA. SHEET SHEETS OF LIMITS: SECTION: COUNTY: JOB NO.: 129.32' (COMP) 129.32' CORNER SECTION CORNER SECTION QUARTER (129.32') T N E RLEGEND 16 15 9 10 16 15 M PLAT OF HIGHWAYS IDOT USE ONLY SECTION / QUARTER SECTION LINE PROPERTY (DEED) LINE APPARENT PROPERTY LINE EXISTING CENTERLINE PROPOSED CENTERLINE EXISTING RIGHT OF WAY LINE PROPOSED RIGHT OF WAY LINE EXISTING EASEMENT PROPOSED EASEMENT EXISTING ACCESS CONTROL LINE PROPOSED ACCESS CONTROL LINE MEASURED DIMENSION COMPUTED DIMENSION RECORDED DIMENSION EXISTING BUILDING APL IRON PIPE OR ROD FOUND "MAG" NAIL SET CUT CROSS FOUND OR SET 5 / 8" REBAR SET T3 T2 T1 BT3 BT2 BT1 SET 5/8 INCH COLORED PLASTIC CAP BEARING SURVEYORS REGISTRATION NUMBER. IRON ROD FLUSH WITH GROUND TO TIE FOUND IRON STAKE IDENTIFIED BY THESE STAKES REFERENCE FOUND OR SET MONUMENTATION. MENTATION. THESE STAKES, IN CULTIVATED AREAS, REFERENCE FOUND OR SET MONU- STAKING OF PROPOSED RIGHT OF WAY.SET DIVISION OF HIGHWAYS SURVEY DATA AND SURVEYORS REGISTRATION NUMBER. MARKER TO MONUMENT THE POSITION SHOWN. IDENTIFIED BY INSCRIPTION SURVEYORS REGISTRATION NUMBER. FOUND IRON STAKE. IDENTIFIED BY COLORED PLASTIC CAP BEARING BURIED 5/8 INCH IRON ROD 20 INCHES BELOW GROUND TO TIE STAKING OF PROPOSED RIGHT OF WAY IN CULTIVATED AREAS. SURVEYORS REGISTRATION NUMBER. SURVEY MARKER POSITION IDENTIFIED BY COLORED PLASTIC CAP BEARING BURIED 5/8 INCH METAL ROD 20 INCHES BELOW GROUND TO MARK FUTURE PERMANENT SURVEY MARKER, I.D.O.T. STANDARD 2135 (TO BE SET BY OTHERS) RIGHT OF WAY STAKING PROPOSED TO BE SET PART OF THE OF SECTION , TWP. N., R. E. OF THE 3RD. P.M., IN COUNTY, ILLINOIS. WILL R-91-012-2006-00040-00-FP 1" = 50' MICHAEL E. MIZEUR CMT, INC. 035-003638 ILLINOIS MINIMUM STANDARDS FOR A BOUNDARY SURVEY. THIS PROFESSIONAL SERVICE CONFORMS TO THE CURRENT LICENSE EXPIRATION DATE: ILLINOIS PROFESSIONAL LAND SURVEYOR NO. 11-30-2020 PROPOSED TEMPORARY EASEMENT AREAS SHOWN ON THIS PLAT ARE GROUND. SHOWN BY THE COMBINATION FACTOR OF 0.99995223. "GROUND". TO OBTAIN GROUND DISTANCES, DIVIDE GRID DISTANCES ALL MEASURED AND CALCULATED DISTANCES ARE "GRID" NOT AMERICAN DATUM OF 1983 (2011 ADJUSTMENT) "GRID". THE ILLINOIS STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH COORDINATES, BEARINGS & DISTANCES SHOWN HEREON REFERENCE ALL DIMENSIONS ARE MEASURED UNLESS OTHERWISE SPECIFIED. NOTES: PRELIMINARY LOCATIONSEALROYEVR US DN AL LANOISSE FORPSIONILLI FO ETA TS**035-003638 MIZEUR MICHAEL E. ILLINIOS SPRINGFIELD, 143RD STREET (FAU 0380) AC SCALE: WILL WILL A.D. 20 DAY OF , ILLINOIS THIS DATED AT 184-000613 TRANSPORTATION, STATE OF ILLINOIS. TO ENABLE THE SURVEY TO BE RETRACED, MADE FOR THE DEPARTMENT OF POSITIONS SHOWN THEREON AND THAT THE MONUMENTS ARE SUFFICIENT FOUND AND ESTABLISHED ARE OF PERMANENT QUALITY AND OCCUPY THE THE PLAT CORRECTLY REPRESENTS SAID SURVEY, THAT ALL MONUMENTS COMPLETE AS SHOWN TO THE BEST OF MY KNOWLEDGE AND BELIEF, THAT COUNTY, THAT THE SURVEY IS TRUE AND PRINCIPAL MERIDIAN, EAST OF THE THIRD NORTH, RANGE , TOWNSHIP IN SECTION ,) HAVE SURVEYED THE PLAT OF HIGHWAYS SHOWN HEREON PROFESSIONAL DESIGN FIRM LAND SURVEYING CORPORATION, NUMBER AN ILLINOIS PROFESSIONAL LAND SURVEYOR, (WE, , AN ILLINOIS THIS IS TO CERTIFY THAT I, COUNTY OF ) )SS STATE OF ILLINOIS ) 36 9 BOUNDARY LINES CRAWFORD MURPHY & TILLY, INC. (630) 820-1022 AURORA, ILLINOIS 60504 550 NORTH COMMONS DRIVE, SUITE 116 RIGHT OF WAY FOUND  Copyright CMT,License No. 184-000613 Appendix 24 - 148 3400+00 3405+00 520+00 525+00 M IRON PIPE OR ROD FOUND "MAG" NAIL SET CUT CROSS FOUND OR SET 5 / 8" REBAR SET T3 T2 T1 BT3 BT2 BT1 SET 5/8 INCH COLORED PLASTIC CAP BEARING SURVEYORS REGISTRATION NUMBER. IRON ROD FLUSH WITH GROUND TO TIE FOUND IRON STAKE IDENTIFIED BY THESE STAKES REFERENCE FOUND OR SET MONUMENTATION. MENTATION. THESE STAKES, IN CULTIVATED AREAS, REFERENCE FOUND OR SET MONU- STAKING OF PROPOSED RIGHT OF WAY.SET DIVISION OF HIGHWAYS SURVEY DATA AND SURVEYORS REGISTRATION NUMBER. MARKER TO MONUMENT THE POSITION SHOWN. IDENTIFIED BY INSCRIPTION SURVEYORS REGISTRATION NUMBER. FOUND IRON STAKE. IDENTIFIED BY COLORED PLASTIC CAP BEARING BURIED 5/8 INCH IRON ROD 20 INCHES BELOW GROUND TO TIE STAKING OF PROPOSED RIGHT OF WAY IN CULTIVATED AREAS. SURVEYORS REGISTRATION NUMBER. SURVEY MARKER POSITION IDENTIFIED BY COLORED PLASTIC CAP BEARING BURIED 5/8 INCH METAL ROD 20 INCHES BELOW GROUND TO MARK FUTURE PERMANENT SURVEY MARKER, I.D.O.T. STANDARD 2135 (TO BE SET BY OTHERS) RIGHT OF WAY STAKING PROPOSED TO BE SET RIGHT OF WAY FOUND DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS SCHAUMBURG, ILLINOIS 60196 201 WEST CENTER COURT BUREAU OF LAND ACQUISITION REVISION DATE: / / REVISION MADE BY: STA.TO STA. SHEET SHEETS OF LIMITS: SECTION: COUNTY: JOB NO.: 129.32' (COMP) 129.32' CORNER SECTION CORNER SECTION QUARTER (129.32') T N E RLEGEND 16 15 9 10 16 15 PLAT OF HIGHWAYS IDOT USE ONLY SECTION / QUARTER SECTION LINE PROPERTY (DEED) LINE APPARENT PROPERTY LINE EXISTING CENTERLINE PROPOSED CENTERLINE EXISTING RIGHT OF WAY LINE PROPOSED RIGHT OF WAY LINE EXISTING EASEMENT PROPOSED EASEMENT EXISTING ACCESS CONTROL LINE PROPOSED ACCESS CONTROL LINE MEASURED DIMENSION COMPUTED DIMENSION RECORDED DIMENSION EXISTING BUILDING APL SCALE: 1"= 50' GRAPHIC SCALE FEET PART OF THE OF SECTION , TWP. N., R. E. OF THE 3RD. P.M., IN COUNTY, ILLINOIS. WILL R-91-012-2006-00040-00-FP 1" = 50' 50'0 MICHAEL E. MIZEUR CMT, INC. 035-003638 ILLINOIS MINIMUM STANDARDS FOR A BOUNDARY SURVEY. THIS PROFESSIONAL SERVICE CONFORMS TO THE CURRENT LICENSE EXPIRATION DATE: ILLINOIS PROFESSIONAL LAND SURVEYOR NO. 11-30-2020 PROPOSED TEMPORARY EASEMENT AREAS SHOWN ON THIS PLAT ARE GROUND. SHOWN BY THE COMBINATION FACTOR OF 0.99995223. "GROUND". TO OBTAIN GROUND DISTANCES, DIVIDE GRID DISTANCES ALL MEASURED AND CALCULATED DISTANCES ARE "GRID" NOT AMERICAN DATUM OF 1983 (2011 ADJUSTMENT) "GRID". THE ILLINOIS STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH COORDINATES, BEARINGS & DISTANCES SHOWN HEREON REFERENCE ALL DIMENSIONS ARE MEASURED UNLESS OTHERWISE SPECIFIED. NOTES: PRELIMINARY LOCATIONSEALROYEVR US DN AL LANOISSE FORPSIONILLI FO ETA TS**035-003638 MIZEUR MICHAEL E. ILLINIOS SPRINGFIELD, 143RD STREET (FAU 0380) AC SCALE: WILL WILL A.D. 20 DAY OF , ILLINOIS THIS DATED AT 184-000613 TRANSPORTATION, STATE OF ILLINOIS. TO ENABLE THE SURVEY TO BE RETRACED, MADE FOR THE DEPARTMENT OF POSITIONS SHOWN THEREON AND THAT THE MONUMENTS ARE SUFFICIENT FOUND AND ESTABLISHED ARE OF PERMANENT QUALITY AND OCCUPY THE THE PLAT CORRECTLY REPRESENTS SAID SURVEY, THAT ALL MONUMENTS COMPLETE AS SHOWN TO THE BEST OF MY KNOWLEDGE AND BELIEF, THAT COUNTY, THAT THE SURVEY IS TRUE AND PRINCIPAL MERIDIAN, EAST OF THE THIRD NORTH, RANGE , TOWNSHIP IN SECTION ,) HAVE SURVEYED THE PLAT OF HIGHWAYS SHOWN HEREON PROFESSIONAL DESIGN FIRM LAND SURVEYING CORPORATION, NUMBER AN ILLINOIS PROFESSIONAL LAND SURVEYOR, (WE, , AN ILLINOIS THIS IS TO CERTIFY THAT I, COUNTY OF ) )SS STATE OF ILLINOIS ) 36 9 BOUNDARY LINES CRAWFORD MURPHY & TILLY, INC. (630) 820-1022 AURORA, ILLINOIS 60504 550 NORTH COMMONS DRIVE, SUITE 116 PC Sta 518+41.19 SEC 3-36-941SW SEC 10-36-941 NW PT Sta 524+28.36 ¢ STORAGE BUILDING CONCRETE BLOCK STORAGE BUILDING CONCRETE BLOCK STORAGE BUILDING CONCRETE BLOCK STORAGE BUILDING CONCRETE BLOCK PROP. TEMP. ESMT. ¡ 143RD STREET SEC 3-36-94 1S LINE SW (ACRES) HOLDING TOTAL (ACRES) REQUIRED R.O.W. (ACRES) DEDICATED PREVIOUSLY (ACRES) REMAINDER EASEMENTS TAX NUMBER PERMANEMT ACQUIRED BY PROPERTY ILLINOIS ROUTE 59 (ACRES) TEMP (ACRES) PERM SEE SHEET 5 7 WILL 36 9 3SW PROP. TEMP. ESMT. PROPOSED PERMANENT EASEMENT 11.320 N/A N/A 11.320 0.289 3.625 P.T. STA. = 524+28.36 P.C. STA. = 518+41.19 S.E. RUN = N/A T.R. = NO S.E. e = N/A E = 4.31' L = 587.16' T = 293.67' R = 10,000.00' PI STA. = 521+34.86 CURVE DATA-9 PROP. 143RD ST. PROPOSED ¡ IL RTE 59 3 10 ¢ N63T R 9E SEC 3-36-941W LINE SWLOT 1 N89°06'53"E 5.75' N00°58'20"W 20.00' COMPENSATORY STORAGE INGRESS / EGRESS AND CONSTRUCTION 168.01' LT STA. 523+50.71 148.06' LT STA. 523+49.29 S01°03'04"E 20.00'20'323.76'N01°03'04"WN/A1.0641.064 N/A 38.07' RT. STA. 527+95.95 75.46' RT. STA. 528+05.59 S19°12'04"E 38.61' 232.07' S83°32'40"W CHD. = 124.90' CHD. BRG. = N01°28'54"W L = 130.78' R = 125.00' 82.40' RT. STA. 525+73.62 76.81' LT. STA. 526+03.38 42.30' LT. STA. 525+80.72 107.44' LT. STA. 526+14.84 N28°32'32"E 41.29' N03°11'21"E 22.33' CHD. = 32.70' CHD. BRG. = N15°46'42"E L = 32.96' R = 75.00' 143RD STREET 628.26' N89°06'53"E 628.28' S89°06'53"W 1NN0005PE 1NN0005TE NO. PARCEL 1NN0005TE 1NN0005PE 25' ¢ ILLINOIS STATE PLANE, EAST ZONE, NAD 83 (2011) PROJECT COORDINATES NORTHING EASTING 1,805,341.9779 1,020,446.7490 1,805,366.2499 1,020,739.4093 1,805,300.5738 1,020,156.0174 COORDINATE LOCATION PI Sta 521+34.86 PT Sta 524+28.36 COORDINATE TABLE â„„ PROP. 143RD S PC Sta 518+41.19 21'250'21'250' 250'41'21'50'41'41'250'41'250'41'250' 30'20'80'20'50'40'75'EXIST. R.O.W.EXIST. R.O.W.BUILING COMMERCIAL TANK N/A 06-03-03-300-016 06-03-03-302-008 1NN0006 129.56' LT. STA. 526+17.93 POB 1NN0006 1NN0006 N89°06'53"E 898.70' 1NN0006 DOC #R93-079742 SUB. UNIT #1 C.B. & I. INDUSTRIES INC. DOC #R91-026961 3 3 DOC #R201214202 8 115.34' LT STA. 528+28.87 211.42' N89°06'53"E 156.90'S07°22'14"W491.11' N88°55'45"E 481.84' S89°06'53"W 439.40' LT STA. 528+59.07 N00°59'13"W325.46'S00°34'57"WPURPOSE SEE SHEET 4SHEET 6SEEEX. PERM. ESMT. EX. PERM. ESMT. DOC #R91-026961 PARTLOTOF3 (PLATS)(DOC #R2002100753)PART OF LOT 3 20'PROP. PERM. ESMT.PROP. PERM. ESMT.FORMER R.O.W.FORMER R.O.W.PART OF LOT 2 *TOTAL HOLDING CALCULATION NOT SURVEYED * EXTENSION ROADWAY & TRAIL (TOTAL TAKE) 0.000 SEC 3-36-9 AT STA. 3399+41.33 4 1INTERSECTION OF S LINE SW R1999150357 RIGHT OF WAY NO. 00ED-11 WAY CASE RIGHT OF E=1,019,944.4730 N=1,805,252.9720 STA. 3399+41.36, 18.60' LT - IL RTE 59 STA. 516+25.05, 17.30' RT - 143RD STREET FOUND CHISELED "X" SW COR, SW1/4, SECTION 3-36-9 ℄ STA. 525+ ℄ STA. 528+ 2652.13' N89°06'53"E (EXCEPTION) DOC #R2001073808 PART OF LOT 2 DOC #R2001073808 (EXCEPTION)DOC #R2001073808-001 DOC #400720 PART OF LOT 3 (EXCEPTION) DOC #R2003182268 N. LINE DOC #400720 213.93' LT STA. 517+33.29 POB 1NN0005TE 233.77' LT STA. 517+35.77 214.65' LT 517+27.59 STA. LOT 3 SW CORNER & 1NN0006 1NN0005TE POC DOC #R87-42971 (EXCEPTION) DOC #R2003182268 S. LINE LOT 3 DUPAGE RIVER-009 DOC #400720SHT 8SEE243.00' (243.30')(Section Corner to Section Corner) FOUND IRON PIN NE CORNER LOT 1 STA. 523+71.63, 471.00' LT. POB 1NN0005PE 16 516+50 529+00 TOTAL HOLDING PARCEL 1NN0005 SEE SHEET 16 FOR  Copyright CMT,License No. 184-000613 Appendix 24 - 149 JJCMT134612 372FOUND CMT256602 148FOUND 715+00 720+00 530+00 535+00 540+00 129.32' (COMP) 129.32' CORNER SECTION CORNER SECTION QUARTER (129.32') T N E R1615 9 10 16 15 M SECTION / QUARTER SECTION LINE PROPERTY (DEED) LINE APPARENT PROPERTY LINE EXISTING CENTERLINE PROPOSED CENTERLINE EXISTING RIGHT OF WAY LINE PROPOSED RIGHT OF WAY LINE EXISTING EASEMENT PROPOSED EASEMENT EXISTING ACCESS CONTROL LINE PROPOSED ACCESS CONTROL LINE MEASURED DIMENSION COMPUTED DIMENSION RECORDED DIMENSION EXISTING BUILDING PL APL IRON PIPE OR ROD FOUND "MAG" NAIL SET CUT CROSS FOUND OR SET 5 / 8" REBAR SET T3 T2 T1 BT3 BT2 BT1 SET 5/8 INCH COLORED PLASTIC CAP BEARING SURVEYORS REGISTRATION NUMBER. IRON ROD FLUSH WITH GROUND TO TIE FOUND IRON STAKE IDENTIFIED BY THESE STAKES REFERENCE FOUND OR SET MONUMENTATION. MENTATION. THESE STAKES, IN CULTIVATED AREAS, REFERENCE FOUND OR SET MONU- STAKING OF PROPOSED RIGHT OF WAY.SET DIVISION OF HIGHWAYS SURVEY DATA AND SURVEYORS REGISTRATION NUMBER. MARKER TO MONUMENT THE POSITION SHOWN. IDENTIFIED BY INSCRIPTION SURVEYORS REGISTRATION NUMBER. FOUND IRON STAKE. IDENTIFIED BY COLORED PLASTIC CAP BEARING BURIED 5/8 INCH IRON ROD 20 INCHES BELOW GROUND TO TIE STAKING OF PROPOSED RIGHT OF WAY IN CULTIVATED AREAS. SURVEYORS REGISTRATION NUMBER. SURVEY MARKER POSITION IDENTIFIED BY COLORED PLASTIC CAP BEARING BURIED 5/8 INCH METAL ROD 20 INCHES BELOW GROUND TO MARK FUTURE PERMANENT SURVEY MARKER, I.D.O.T. STANDARD 2135 (TO BE SET BY OTHERS) RIGHT OF WAY STAKING PROPOSED TO BE SET AC BOUNDARY LINES RIGHT OF WAY FOUND MICHAEL E. MIZEUR CMT, INC. 035-003638 ILLINOIS MINIMUM STANDARDS FOR A BOUNDARY SURVEY. THIS PROFESSIONAL SERVICE CONFORMS TO THE CURRENT LICENSE EXPIRATION DATE: ILLINOIS PROFESSIONAL LAND SURVEYOR NO. 11-30-2020 PRELIMINARY LOCATIONSEALROYEVR US DN AL LANOISSE FORPSIONILLI FO ETA TS**035-003638 MIZEUR MICHAEL E. ILLINIOS SPRINGFIELD, WILL WILL A.D. 20 DAY OF , ILLINOIS THIS DATED AT 184-000613 TRANSPORTATION, STATE OF ILLINOIS. TO ENABLE THE SURVEY TO BE RETRACED, MADE FOR THE DEPARTMENT OF POSITIONS SHOWN THEREON AND THAT THE MONUMENTS ARE SUFFICIENT FOUND AND ESTABLISHED ARE OF PERMANENT QUALITY AND OCCUPY THE THE PLAT CORRECTLY REPRESENTS SAID SURVEY, THAT ALL MONUMENTS COMPLETE AS SHOWN TO THE BEST OF MY KNOWLEDGE AND BELIEF, THAT COUNTY, THAT THE SURVEY IS TRUE AND PRINCIPAL MERIDIAN, EAST OF THE THIRD NORTH, RANGE , TOWNSHIP IN SECTION ,) HAVE SURVEYED THE PLAT OF HIGHWAYS SHOWN HEREON PROFESSIONAL DESIGN FIRM LAND SURVEYING CORPORATION, NUMBER AN ILLINOIS PROFESSIONAL LAND SURVEYOR, (WE, , AN ILLINOIS THIS IS TO CERTIFY THAT I, COUNTY OF ) )SS STATE OF ILLINOIS ) 36 9 DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS SCHAUMBURG, ILLINOIS 60196 201 WEST CENTER COURT BUREAU OF LAND ACQUISITION REVISION DATE: / / REVISION MADE BY: STA.TO STA. SHEET SHEETS OF LIMITS: SECTION: COUNTY: JOB NO.: PLAT OF HIGHWAYS IDOT USE ONLY SCALE: 1"= 50' GRAPHIC SCALE FEET PART OF THE OF SECTION , TWP. N., R. E. OF THE 3RD. P.M., IN COUNTY, ILLINOIS. WILL R-91-012-2006-00040-00-FP 1" = 50' 50'0 AREAS SHOWN ON THIS PLAT ARE GROUND. SHOWN BY THE COMBINATION FACTOR OF 0.99995223. "GROUND". TO OBTAIN GROUND DISTANCES, DIVIDE GRID DISTANCES ALL MEASURED AND CALCULATED DISTANCES ARE "GRID" NOT AMERICAN DATUM OF 1983 (2011 ADJUSTMENT) "GRID". THE ILLINOIS STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH COORDINATES, BEARINGS & DISTANCES SHOWN HEREON REFERENCE ALL DIMENSIONS ARE MEASURED UNLESS OTHERWISE SPECIFIED. NOTES: 143RD STREET (FAU 0380) SCALE: TRANSPORTATION, STATE OF ILLINOIS. TO ENABLE THE SURVEY TO BE RETRACED, MADE FOR THE DEPARTMENT OF POSITIONS SHOWN THEREON AND THAT THE MONUMENTS ARE SUFFICIENT FOUND AND ESTABLISHED ARE OF PERMANENT QUALITY AND OCCUPY THE THE PLAT CORRECTLY REPRESENTS SAID SURVEY, THAT ALL MONUMENTS COMPLETE AS SHOWN TO THE BEST OF MY KNOWLEDGE AND BELIEF, THAT COUNTY, THAT THE SURVEY IS TRUE AND PRINCIPAL MERIDIAN, EAST OF THE THIRD NORTH, RANGE , TOWNSHIP IN SECTION ,) HAVE SURVEYED THE PLAT OF HIGHWAYS SHOWN HEREON PROFESSIONAL DESIGN FIRM LAND SURVEYING CORPORATION, NUMBER AN ILLINOIS PROFESSIONAL LAND SURVEYOR, (WE, , AN ILLINOIS THIS IS TO CERTIFY THAT I, COUNTY OF ) )SS STATE OF ILLINOIS ) CRAWFORD MURPHY & TILLY, INC. (630) 820-1022 AURORA, ILLINOIS 60504 550 NORTH COMMONS DRIVE, SUITE 116SEE SHEET 7SEC 3-36-941SW PC Sta 535+28.19 PT Sta 539+07.79 ¢ ¢ ¢ ¢ SEE SHEET 11SEE SHEET 9 5 6 7 8 ¡ NAPERVILLE RD G R R 8150' WILL 36 9 3 & 10 SECTION , TWP. N., R. E. OF THE 3RD. P.M., IN COUNTY, ILLINOIS.SEE SHEET 5LEGEND N 30° 08' 16" EN 88° 53' 02" E SEC 3-36-94 1S LINE SW SEC 10-36-94 1N LINE NW ¢ PROP. TEMP. ESMT. ILLINOIS STATE PLANE, EAST ZONE, NAD 83 (2011) PROJECT COORDINATES NORTHING EASTING 1,805,472.8458 1,022,024.6924 1,805,476.5440 1,022,214.5192 1,805,457.1532 1,021,835.4792 COORDINATE LOCATION PI Sta 537+18.05 PT Sta 539+07.79 COORDINATE TABLE â„„ PROP. 143RD S PC Sta 535+28.19 1NN0023TE-A ¢ 75.46' RT STA. 528+05.59 133.15' RT STA. 529+02.27 P.T. STA. = 539+07.79 P.C. STA. = 535+28.19 S.E. RUN = N/A T.R. = NO S.E. e = N/A E = 3.00' L = 379.60 T = 189.86' R = 6,00.00' PI STA. = 537+18.05 PROP. 143RD ST. CURVE DATA-12 140.07' RT STA. 530+04.85 102.81' S89°06'53"W112.58'N63°54'48"WPOB 1NN0023TE-A 75.00' RT STA. 530+09.24 65.22'S00°53'07"E518.95' S85°15'32"W CHD. = 341.31' CHD. BRG. = S86°54'34"W L = 341.35' R = 5925.00' 78.09' N83°32'40"E 37.60' RT STA. 538+26.37 43.30' RT STA. 537+47.96 N61°54'28"W 49.36' 44.91' RT STA. 538+29.35 69.40' RT STA. 538+72.62 1NN0012TE 3 3' 5 0'EXIST. R.O.W.EXIST. R.O.W.EXIST. R.O.W.EXIST. R.O.W.ROADNAPERVILLEN 30° 08' 16" E3 3' 3 3' ¡ 143RD STREET EXIST. PERM. ESMT.TOWER UTILITY S30°08'16"W 175.04' 75.00' RT STA. 535+28.19 80.80' S88°53'02"W 5.73' S13°51'57"E 83.20' N20°31'03"E 46.90' LT STA. 716+74.99 S89°06'53"W 18.15' S 48.55' LT STA. 715+83.61 N00°53'07"W 35.00' 66.59' LT STA. 716+13.60 ¢ N89°06'53"E 31.86' 39.28' LT STA. 716+30.02 S20°31'03"W 37.59' 1NN0023TE-BNAPERVILLE RDEX. R.O.W.PROP. TEMP. ESMT.37.3'26.5'22.9'23.7'9.4'1 4. 7'1 5. 2' 3 4. 1' 2 3. 3' 2 8. 2'7.1'1.9'1 7. 5'1 1. 3' 5 3. 4' 1 0' 41.00' S30°08'16"W STA. 715+12.37, 43.00' LT 10.00' S59°51'44"E STA. 714+71.37, 33.00' LT 10.00' N59°51'44"W STA. 714+71.37, 43.00' LT 41.00' N30°08'16"E PROP. TEMP. ESMT. 9 ¢ SEC 10-36-941 NW SEC 10-36-9 AT STA. 716+12.80 4 1INTERSECTION OF N LINE NW STA. 715+12.37, 33.00' LT POB 1NN0012TE DOC #R75-33153 MILLRACE VILLAGE UNIT 2 154.16' N89°06'53"E TOWER UTILITY TOWER UTILITY STA. 538+73.86, 75.00' RT 42.46' N13°51'57"W S89°06'53"W 38.51' 3 10&DUPAGE RIVERPROPOSED R.O.W. D UPA G E RIVER ¢ 143RD STREET ¢ S. LINE DOC #400720 PROPOSED R.O.W. 941.16' N83°32'40"E (1NN0023TE-A) SEE SHEET 9 *TOTAL HOLDING CALCULATION NOT SURVEYED N. LINE DOC #400720 16 528+00 541+50 EXIST. PER M. ES MT. DOC #400720 -001 DOC #400720 -009 (1NN0023TE-A) 836.72' S89°06'53"W 48.55' LT STA. 715+83.61 33.00' LT STA. 715+92.96 NE COR LOT 5 POB 1NN0023TE-B STA. 717+87.84, â„„ NAPERVILL ¡ NAPERVILLE RD 80.59' S30°08'16"W (1NN0012TE) 33.00' LT STA. 715+92.96 5 2. 8' S 2652.13' N89°06'53"E DOC #R2017067750 (Section Corner to Section Corner) 1NN0023TE-B (ACRES) HOLDING TOTAL (ACRES) REQUIRED R.O.W. (ACRES) DEDICATED PREVIOUSLY (ACRES) REMAINDER EASEMENTS TAX NUMBER PERMANEMT ACQUIRED BY PROPERTY 3.2543.502 (ACRES) TEMP (ACRES) PERMNO. PARCEL N/A PURPOSE * DRWY CONSTRUCTION STREAMBANK RESTORATION ROADWAY CONSTRUCTION 0.396 N/A 0.396 DRIVEWAY CONSTRUCTION 06-03-10-107-0031NN0012TEN/A N/A (410 SqFt) 0.009 * 0.248 0.133 (023TE-B) 0.020 (023TE-A) 0.589 06-03-03-300-009 06-03-10-100-001 1NN0023 NE COR LOT 5 POC 1NN0023TE-A POB 1NN0023 POC 1NN0012TE ¢¢¢1NN0023TE-B 1NN0023TE-A 1NN0023  Copyright CMT,License No. 184-000613 Appendix 24 - 150 SEE SHEET 7 WILL 36 9 SEC 3-36-941SW (ACRES) HOLDING TOTAL (ACRES) REQUIRED R.O.W. (ACRES) DEDICATED PREVIOUSLY (ACRES) REMAINDER EASEMENTS TAX NUMBER PERMANEMT ACQUIRED BY PROPERTY 6.9574.06611.023 (ACRES) TEMP (ACRES) PERM 5.171 PC Sta 535+28.19 PT Sta 539+07.79 ¢ ¢ MILLRACE VILLAGE UNIT 1 3 SEE SHEET 5¡ 143RD STREET SW R G 9 SEC 10-36-94 1N LINE NW SEC 3-36-94 1S LINE SW PROPOSED R.O.W. PROPOSED R.O.W.SEE SHEET 10SEE SHEET 8 P.T. STA. = 727+44.24 P.C. STA. = 720+67.60 S.E. RUN = N/A T.R. = NO S.E. e = N/A E = 10.84' L = 676.63' T = 338.78' R = 5,287.57' PI STA. = 724+06.38 EXIST. CURVE EXCL_NAP_3 ¡ NAPERVILLE RD 10 3 SEC 3-36-941E LINE SW SEC 3-36-941W LINE SEMILLRACE VILLAGE UNIT 2 3 3'3 3' 5 0' 06-03-03-301-004 06-03-03-301-003 06-03-03-301-002 06-03-03-301-001 NO. PARCEL 1NN0007TE 1NN0007 DUPAGE RIVER DUPAGE RIVER 1NN0007 1NN0007TE PC Sta 720+67.603 3'150'N 30°08'16" W PROP. R.O.W.0.226 N/A 115.65' S89°06'53"W 1019.24' S83°32'40"W 37.60' RT STA. 538+26.37 N19°12'04"W 38.61' 811.68' N85°15'32"E 90.94' LT STA. 536+33.53 145 .95 ' S80 °49 '30"E N67°14'32"E77.94'N30°08'16"E160.88'RDNAPERVILLES89°51'44"E 50.03' 50.02' LT STA. 720+76.49 CHD. = 8.89' CHD. BRG. = N29°57'04"E L = 8.89' R = 5679.65' 50.00' LT STA. 720+67.54 60.00' LT STA. 537+74.39 60.00' LT STA. 539+27.50 50.00' LT STA. 719+06.66 N07°22'14"E 25.91'244.81' N00°34'57"E359.10' LT STA. 528+51.58 131.93' N46°44'14"E 113.25' N84°17'44"E441.27' LT STA. 529+54.80 443.17' LT STA. 530+68.04 1 4 1. 7 5' S5 8 ° 5 4' 1 3 "E210 . 70' S 74 °27'10"E 132.63' N84°26'35"E 17 1.87' S 55°26'52"E60.00' LT STA. 539+07.79 N88°53'02"E 19.71' CHD. = 134.73' CHD. BRG. = N88°14'49"E L = 134.73' R = 6060.00' 400.68' LT STA. 531+62.16 317.69' LT STA. 532+77.08 244.63' LT STA. 534+74.71 247.02' LT STA. 536+04.19 147.02' LT STA. 719+08.60 70.95' LT STA. 537+68.44 108.15' LT STA. 537+13.62 141.34' LT STA. 537+35.49 146.19' N65°53'34"E 66. 93'S58 ° 56'16 "E84.91' LT STA. 537+85.16 N48°08'26"E 21.95' S31°03'44"W 40.00' 3 STA. 718+33.20 â„„ NAPERVIL STA. 540+04.57 â„„ 143RD STR ILLINOIS STATE PLANE, EAST ZONE, NAD 83 (2011) PROJECT COORDINATES NORTHING EASTING 1,805,472.8458 1,022,024.6924 1,805,476.5440 1,022,214.5192 1,805,457.1532 1,021,835.4792 COORDINATE LOCATION PI Sta 537+18.05 PT Sta 539+07.79 COORDINATE TABLE â„„ PROP. 143RD S PC Sta 535+28.19 1,805,478.4293 1,022,311.2870 1,805,681.1506 1,022,428.9785PC Sta 720+67.60 COORDINATE TABLE â„„ EXIST NAPERVILLE Sta 718+33.20 Sta 540+04.57 1,805,478.4293 1,022,311.2870 38.07' RT STA. 527+95.95 75.46' RT STA. 528+05.59 (1017007TE) 53.04' S30°08'16"W CHD. = 109.65' CHD. BRG. = S87°38'13"E L = 113.65' R = 123.00' 3 3'ROADNAPERVILLE¢ ¢ N. LINE DOC #400720 143RD STREET DUPAGE RIVER 90.00' LT STA. 528+23.43 115.34' LT STA. 528+28.87 DOC #R75-28324 OF RIVER BETWEEN TRANSIT LINE AND CENTER NOTE: EXIST. DRAINAGE EASEMENT TRANSIT LINE PER PLAT R75-28324 TOTAL HOLDING CALCULATION NOT SURVEYED* * PURPOSE AND DRWY REALIGNMENT BRIDGE CONSTRUCTION & WIDENING, GRADING & ROADWAY EXTENSION 38.51' S89°06'53"W 33.00' LT STA. 717+68.00 BY PLAT (TYP.) UTILITY EASEMENT BY PLAT (TYP.) UTILITY EASEMENT CENTER OF RIVER BETWEEN TRANSIT LINE AND NOTE: EXIST. DRAINAGE EASEMENT TRANSIT LINE PER PLAT R75-28324103.27' S70°26'47"EDOC #R75-28324 15' EX. ESMT BY DOC #400720 -009 1 -004 ℄ NAPERVIL STA. 717+87.84 SE COR LOT 4 POC 1NN0007TE POB 1NN0007 & 2 -003 3 -002 4 -001 POB 1NN0007TE ESMT. PROP. TEMP. P.T. STA. = 539+07.79 P.C. STA. = 535+28.19 S.E. RUN = N/A T.R. = NO S.E. e = N/A E = 3.00' L = 379.60' T = 189.86' R = 6,000.00' PI STA. = 537+18.05 CURVE DATA-12 PROP. 143RD ST. 2652.13' N89°06'53"E DOC #R75-28324 EX. ESMT BY N07°22'14"E130.98'℄ STA. 528+ E=1,022,596.2830 N=1,805,293.9440 STA. 542+85.92, 190.00' RT. FOUND IRON PIN , SECTION 3-36-94 1SE COR SW DOC #R2019021910 LOTS 1-4 288.57' S30°08'16"W PER DOC #457908 BOOK 742 PG 564 EX. NORTHWESTERLY ROW STA. 541+30.76, 207.92' LT STA. 720+76.41, 0.01' RT STA. 540+27.46, 134.08' LT STA. 719+59.70, 50.00' LT 16 528+00 542+00 (Section Corner to Section Corner) NORTHERLY LINE LOT 1 DOC #R2019041177/ SOUTHWESTERLY LINE (ADJ.) 11.16' 530+00 535+00 540+00 CMT134612 372FOUND CMT138613 273FOUND SQUARE CMT257614 302FOUND 3T6N E9 R 720+00 DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS SCHAUMBURG, ILLINOIS 60196 201 WEST CENTER COURT BUREAU OF LAND ACQUISITION REVISION DATE: / / REVISION MADE BY: STA.TO STA. SHEET SHEETS OF LIMITS: SECTION: COUNTY: JOB NO.: PLAT OF HIGHWAYS IDOT USE ONLY SCALE: 1"= 50' GRAPHIC SCALE FEET PART OF THE OF SECTION , TWP. N., R. E. OF THE 3RD. P.M., IN COUNTY, ILLINOIS. WILL R-91-012-2006-00040-00-FP 1" = 50' 50'0 143RD STREET (FAU 0380) SCALE: CRAWFORD MURPHY & TILLY, INC. (630) 820-1022 AURORA, ILLINOIS 60504 550 NORTH COMMONS DRIVE, SUITE 116 129.32' (COMP) 129.32' CORNER SECTION CORNER SECTION QUARTER (129.32') T N E RLEGEND 16 15 9 10 16 15 M SECTION / QUARTER SECTION LINE PROPERTY (DEED) LINE APPARENT PROPERTY LINE EXISTING CENTERLINE PROPOSED CENTERLINE EXISTING RIGHT OF WAY LINE PROPOSED RIGHT OF WAY LINE EXISTING EASEMENT PROPOSED EASEMENT EXISTING ACCESS CONTROL LINE PROPOSED ACCESS CONTROL LINE MEASURED DIMENSION COMPUTED DIMENSION RECORDED DIMENSION EXISTING BUILDING PL APL IRON PIPE OR ROD FOUND "MAG" NAIL SET CUT CROSS FOUND OR SET 5 / 8" REBAR SET T3 T2 T1 BT3 BT2 BT1 SET 5/8 INCH COLORED PLASTIC CAP BEARING SURVEYORS REGISTRATION NUMBER. IRON ROD FLUSH WITH GROUND TO TIE FOUND IRON STAKE IDENTIFIED BY THESE STAKES REFERENCE FOUND OR SET MONUMENTATION. MENTATION. THESE STAKES, IN CULTIVATED AREAS, REFERENCE FOUND OR SET MONU- STAKING OF PROPOSED RIGHT OF WAY.SET DIVISION OF HIGHWAYS SURVEY DATA AND SURVEYORS REGISTRATION NUMBER. MARKER TO MONUMENT THE POSITION SHOWN. IDENTIFIED BY INSCRIPTION SURVEYORS REGISTRATION NUMBER. FOUND IRON STAKE. IDENTIFIED BY COLORED PLASTIC CAP BEARING BURIED 5/8 INCH IRON ROD 20 INCHES BELOW GROUND TO TIE STAKING OF PROPOSED RIGHT OF WAY IN CULTIVATED AREAS. SURVEYORS REGISTRATION NUMBER. SURVEY MARKER POSITION IDENTIFIED BY COLORED PLASTIC CAP BEARING BURIED 5/8 INCH METAL ROD 20 INCHES BELOW GROUND TO MARK FUTURE PERMANENT SURVEY MARKER, I.D.O.T. STANDARD 2135 (TO BE SET BY OTHERS) RIGHT OF WAY STAKING PROPOSED TO BE SET AC BOUNDARY LINES RIGHT OF WAY FOUND MICHAEL E. MIZEUR CMT, INC. 035-003638 ILLINOIS MINIMUM STANDARDS FOR A BOUNDARY SURVEY. THIS PROFESSIONAL SERVICE CONFORMS TO THE CURRENT LICENSE EXPIRATION DATE: ILLINOIS PROFESSIONAL LAND SURVEYOR NO. 11-30-2020 PRELIMINARY LOCATIONSEALROYEVR US DN AL LANOISSE FORPSIONILLI FO ETA TS**035-003638 MIZEUR MICHAEL E. ILLINIOS SPRINGFIELD, WILL WILL A.D. 20 DAY OF , ILLINOIS THIS DATED AT 184-000613 TRANSPORTATION, STATE OF ILLINOIS. TO ENABLE THE SURVEY TO BE RETRACED, MADE FOR THE DEPARTMENT OF POSITIONS SHOWN THEREON AND THAT THE MONUMENTS ARE SUFFICIENT FOUND AND ESTABLISHED ARE OF PERMANENT QUALITY AND OCCUPY THE THE PLAT CORRECTLY REPRESENTS SAID SURVEY, THAT ALL MONUMENTS COMPLETE AS SHOWN TO THE BEST OF MY KNOWLEDGE AND BELIEF, THAT COUNTY, THAT THE SURVEY IS TRUE AND PRINCIPAL MERIDIAN, EAST OF THE THIRD NORTH, RANGE , TOWNSHIP IN SECTION ,) HAVE SURVEYED THE PLAT OF HIGHWAYS SHOWN HEREON PROFESSIONAL DESIGN FIRM LAND SURVEYING CORPORATION, NUMBER AN ILLINOIS PROFESSIONAL LAND SURVEYOR, (WE, , AN ILLINOIS THIS IS TO CERTIFY THAT I, COUNTY OF ) )SS STATE OF ILLINOIS ) 36 9 AREAS SHOWN ON THIS PLAT ARE GROUND. THE COMBINATION FACTOR OF 0.99995223. DISTANCES, DIVIDE GRID DISTANCES SHOWN BY ARE "GRID" NOT "GROUND". TO OBTAIN GROUND ALL MEASURED AND CALCULATED DISTANCES "GRID". AMERICAN DATUM OF 1983 (2011 ADJUSTMENT) COORDINATE SYSTEM, EAST ZONE, NORTH HEREON REFERENCE THE ILLINOIS STATE PLANE COORDINATES, BEARINGS & DISTANCES SHOWN OTHERWISE SPECIFIED. ALL DIMENSIONS ARE MEASURED UNLESS NOTES:  Copyright CMT,License No. 184-000613 Appendix 24 - 151 540+00 545+00 720+00 725+00 DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS SCHAUMBURG, ILLINOIS 60196 201 WEST CENTER COURT BUREAU OF LAND ACQUISITION REVISION DATE: / / REVISION MADE BY: STA.TO STA. SHEET SHEETS OF LIMITS: SECTION: COUNTY: JOB NO.: PLAT OF HIGHWAYS IDOT USE ONLY PART OF THE OF SECTION , TWP. N., R. E. OF THE 3RD. P.M., IN COUNTY, ILLINOIS. WILL R-91-012-2006-00040-00-FP 1" = 50' MICHAEL E. MIZEUR CMT, INC. 035-003638 ILLINOIS MINIMUM STANDARDS FOR A BOUNDARY SURVEY. THIS PROFESSIONAL SERVICE CONFORMS TO THE CURRENT LICENSE EXPIRATION DATE: ILLINOIS PROFESSIONAL LAND SURVEYOR NO. 11-30-2020 AREAS SHOWN ON THIS PLAT ARE GROUND. SHOWN BY THE COMBINATION FACTOR OF 0.99995223. "GROUND". TO OBTAIN GROUND DISTANCES, DIVIDE GRID DISTANCES ALL MEASURED AND CALCULATED DISTANCES ARE "GRID" NOT AMERICAN DATUM OF 1983 (2011 ADJUSTMENT) "GRID". THE ILLINOIS STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH COORDINATES, BEARINGS & DISTANCES SHOWN HEREON REFERENCE ALL DIMENSIONS ARE MEASURED UNLESS OTHERWISE SPECIFIED. NOTES: PRELIMINARY LOCATIONSEALROYEVR US DN AL LANOISSE FORPSIONILLI FO ETA TS**035-003638 MIZEUR MICHAEL E. ILLINIOS SPRINGFIELD, 143RD STREET (FAU 0380) SCALE: WILL WILL A.D. 20 DAY OF , ILLINOIS THIS DATED AT 184-000613 TRANSPORTATION, STATE OF ILLINOIS. TO ENABLE THE SURVEY TO BE RETRACED, MADE FOR THE DEPARTMENT OF POSITIONS SHOWN THEREON AND THAT THE MONUMENTS ARE SUFFICIENT FOUND AND ESTABLISHED ARE OF PERMANENT QUALITY AND OCCUPY THE THE PLAT CORRECTLY REPRESENTS SAID SURVEY, THAT ALL MONUMENTS COMPLETE AS SHOWN TO THE BEST OF MY KNOWLEDGE AND BELIEF, THAT COUNTY, THAT THE SURVEY IS TRUE AND PRINCIPAL MERIDIAN, EAST OF THE THIRD NORTH, RANGE , TOWNSHIP IN SECTION ,) HAVE SURVEYED THE PLAT OF HIGHWAYS SHOWN HEREON PROFESSIONAL DESIGN FIRM LAND SURVEYING CORPORATION, NUMBER AN ILLINOIS PROFESSIONAL LAND SURVEYOR, (WE, , AN ILLINOIS THIS IS TO CERTIFY THAT I, COUNTY OF ) )SS STATE OF ILLINOIS ) 36 9 CRAWFORD MURPHY & TILLY, INC. (630) 820-1022 AURORA, ILLINOIS 60504 550 NORTH COMMONS DRIVE, SUITE 116 129.32' (COMP) 129.32' CORNER SECTION CORNER SECTION QUARTER (129.32') T N E RLEGEND 16 15 9 10 16 15 M SECTION / QUARTER SECTION LINE PROPERTY (DEED) LINE APPARENT PROPERTY LINE EXISTING CENTERLINE PROPOSED CENTERLINE EXISTING RIGHT OF WAY LINE PROPOSED RIGHT OF WAY LINE EXISTING EASEMENT PROPOSED EASEMENT EXISTING ACCESS CONTROL LINE PROPOSED ACCESS CONTROL LINE MEASURED DIMENSION COMPUTED DIMENSION RECORDED DIMENSION EXISTING BUILDING PL APL IRON PIPE OR ROD FOUND "MAG" NAIL SET CUT CROSS FOUND OR SET 5 / 8" REBAR SET T3 T2 T1 BT3 BT2 BT1 SET 5/8 INCH COLORED PLASTIC CAP BEARING SURVEYORS REGISTRATION NUMBER. IRON ROD FLUSH WITH GROUND TO TIE FOUND IRON STAKE IDENTIFIED BY THESE STAKES REFERENCE FOUND OR SET MONUMENTATION. MENTATION. THESE STAKES, IN CULTIVATED AREAS, REFERENCE FOUND OR SET MONU- STAKING OF PROPOSED RIGHT OF WAY.SET DIVISION OF HIGHWAYS SURVEY DATA AND SURVEYORS REGISTRATION NUMBER. MARKER TO MONUMENT THE POSITION SHOWN. IDENTIFIED BY INSCRIPTION SURVEYORS REGISTRATION NUMBER. FOUND IRON STAKE. IDENTIFIED BY COLORED PLASTIC CAP BEARING BURIED 5/8 INCH IRON ROD 20 INCHES BELOW GROUND TO TIE STAKING OF PROPOSED RIGHT OF WAY IN CULTIVATED AREAS. SURVEYORS REGISTRATION NUMBER. SURVEY MARKER POSITION IDENTIFIED BY COLORED PLASTIC CAP BEARING BURIED 5/8 INCH METAL ROD 20 INCHES BELOW GROUND TO MARK FUTURE PERMANENT SURVEY MARKER, I.D.O.T. STANDARD 2135 (TO BE SET BY OTHERS) RIGHT OF WAY STAKING PROPOSED TO BE SET AC BOUNDARY LINES RIGHT OF WAY FOUND SCALE: 1"= 50' GRAPHIC SCALE FEET 50'0 SEE SHEET 9 10 SEC 3-36-941SW 10 SEC 3-36-94 1S LINE SW SEC 10-36-94 1N LINE NW SEC 3-36-941SE 3 SEC 10-36-941 NE SEC 10-36-941 NW SEC 3-36-941E LINE SW SEC 3-36-941W LINE SE 1 2 1 2 3 4 5 6 SEC 10-36-94 1N LINE NE MILLRACE VILLAGE UNIT 1 WILL 36 9 3 143RD STREET N 30° 08' 16" E1NN00111NN0009 NO. PARCEL (ACRES) HOLDING TOTAL (ACRES) REQUIRED R.O.W. (ACRES) DEDICATED PREVIOUSLY (ACRES) REMAINDER EASEMENTS TAX NUMBER PERMANEMT ACQUIRED BY PROPERTY 1.3390.2371.576 (ACRES) TEMP (ACRES) PERM N/A1NN0008 ROADWAY WIDENING 1NN000806-03-03-300-008 06-03-03-300-007 0.7300.1580.888 N/A1NN0009 ROADWAY WIDENING 0.9490.949 N/A1NN0010 0.8730.873 N/A1NN0011N/A N/A SEE SHEET 806-03-03-300-006 06-03-03-403-013 06-03-03-403-012 P.T. STA. = 727+44.24 P.C. STA. = 720+67.60 S.E. RUN = N/A T.R. = NO S.E. e = N/A E = 10.84' L = 676.63' T = 338.78' R = 5,287.57' PI STA. = 724+06.38 EXIST. CURVE EXCL_NAP_3 ILLINOIS STATE PLANE, EAST ZONE, NAD 83 (2011) PROJECT COORDINATES NORTHING EASTING 1,805,478.4293 1,022,311.2870 1,805,681.1506 1,022,428.9785 1,805,974.1332 1,022,599.0734 1,805,476.5440 1,022,214.5192 COORDINATE LOCATION PC Sta 720+67.60 COORDINATE TABLE â„„ PROP. 143RD S EXIST. R.O.W.EXIST. R.O.W.EXIST. R.O.W.EXIST. R.O.W.3 3' 3 3' 5 0' R R 37.1'14.3'10.4'30.6'16.4'16.4'2.8'22.5'34.5'22.5'7.2'24'7.1'11.5'40.1'46.9' S G 111.1' 0.159 N/A 0.107 N/A NAPERVILLE RD395.70' S89°06'53"W N59°51'44"W 50.03' CHD. = 199.69' CHD. BRG. = N28°53'57"E L = 199.70' R = 5679.65' S59°51'44"E 54.35' 50.06' RT STA. 720+91.89 ( 3 4 1. 5 0') S5 9 ° 5 1' 4 4 "E(337.60') S67°52'40"E( 3 4 7. 2 6') S5 9 ° 5 1' 4 4 "E( 3 4 4. 8 4') S5 9 ° 5 1' 4 4 "E DUPAGE RIVERCHD. = 127.52' CHD. BRG. = N27°14'55"E L = 127.53' R = 5679.65'105.2' 4.11' RT STA. 722+75.95 POB 1NN0009 S30°08'16"W 199.65' (1NN0008) 50.00' LT STA. 724+06.86 S67°52'40"E 32.85' 17.24' LT STA. 724+09.35 8.22' RT STA. 723+62.2321.6'23.5'48.2'39'30'22'9'26.2' ROADNAPERVILLER R S 0.213 0.115 PT Sta 539+07.79 COORDINATE TABLE â„„ EXIST NAPERVILLE PI Sta 724+06.38 Sta 718+33.20 Sta 540+04.57 1,805,478.4293 1,022,311.2870197.58' N30°08'16"E385.01' N67°29'14"W S27°58'13"W 18.10' 303.31' S89°06'53"W385.01' N67°29'14"W 381.26' S67°33'43"E S27°58'13"W100.00' 99.93' N30°08'16"E(100.00')63.21' LT STA. 544+84.90 PT Sta 539+07.79 3 SW , SE 0.03' RT STA. 720+85.36 STA. 718+33.20 â„„ NAPERVIL STA. 540+04.57 â„„ 143RD STR463.60' N30°08'16"E (1NN0008)663.25' N30°08'16"E (1NN0009)0.01' RT STA. 720+76.41 POB 1NN0008 DOC #R75-28324 -008 -007 SEE SHEET 11 DOC #R98-004106¡ 143RD STREET 3 3' 5 0'14.2'34.3'70.1'34.7'28.3'34.5'20.2'7'DOC #884141 ¡ NAPERVILLE ROAD SECTION 3-36-94 1IN SE BOOK 742 PG 568 66' ROW WIDTH PER *TOTAL HOLDING CALCULATION NOT SURVEYED * * PURPOSE ROADWAY EXTENSION INTERSECTION WIDENING ROADWAY EXTENSION INTERSECTION WIDENING (TOTAL TAKE) 0.000 (TOTAL TAKE) 0.000 16 538+50 545+50 143.13' S88°53'02"W720+67.60PC Sta DOC #457908 ROW PER BOOK 742 PG 564 EXISTING NORTHWESTERLY AT STA. 716+12.80 SEC 3-36-94 1SW INTERSECTION OF S LINE ℄ NAPERVIL ℄ NAPERVILL STA. 719+85.43 ℄ NAPERVILL STA. 717+87.84 33' 40.00' RT STA. 542+84.35 DOC #408480 DOC #408480 -015(100')(100')S30°08'16"W 86.48' (86.48') S01°42'53"E 53.52' (53.46') 50.20' LT STA. 722+78.11 50.02' LT STA. 720+76.49 2652.13' N89°06'53"E 2661.54' N88°53'02"EN. LI NE LOT 1 DOC #R2019041177 DOC #R2019040163 DOC #R2012113371 S. LI NE LOT 77 DOC #1007302 6UNIT NO. ONEJUD'S ACRES JUD'S ACRES E=1,022,596.2830 N=1,805,293.9440 STA. 542+85.92, 190.00' RT FOUND IRON PIN , SECTION 3-36-94 1SE COR, SW POC 1NN0008, POC 1NN0009 DOC #2010074473 1NN0010 DOC #989594 (Section Corner to Section Corner)(Section Corner to Section Corner)¢¢¢¢ ¢199.65' Copyright CMT,License No. 184-000613 Appendix 24 - 152 SEE SHEET 8NAPERVILLE ROAD 11 SEC 3-36-941SW SEE SHEET 1210 SEC 3-36-94 1S LINE SW SEC 10-36-94 1N LINE NW SEC 3-36-941SE 3 SEC 10-36-941 NE 101 55 54 SEC 3-36-941E LINE SW SEC 3-36-941W LINE SE53 52 1 2 1 2 3 4 5 6 SEC 3-36-94 1S LINE SE SEC 10-36-94 1N LINE NE MILLRACE VILLAGE UNIT 1 WILL 36 9 3 143RD STREET N 30° 08' 16" EPC Sta 720+67.60SEE SHEET 93 1NN0013TE 1NN0013 NO. PARCEL (ACRES) HOLDING TOTAL (ACRES) REQUIRED R.O.W. (ACRES) DEDICATED PREVIOUSLY (ACRES) REMAINDER EASEMENTS TAX NUMBER PERMANEMT ACQUIRED BY PROPERTY 5.639323.06 9.431 9.250 (ACRES) TEMP (ACRES) PERM N/A N/A0.181 1NN0013TE 1NN0013 06-03-02-100-012 06-03-03-403-018 06-03-03-403-015 ILLINOIS STATE PLANE, EAST ZONE, NAD 83 (2011) PROJECT COORDINATES NORTHING EASTING 1,805,478.4293 1,022,311.2870 1,805,681.1506 1,022,428.9785 1,805,974.1332 1,022,599.0734 1,805,476.5440 1,022,214.5192 COORDINATE LOCATION PC Sta 720+67.60 COORDINATE TABLE â„„ PROP. 143RD S PT Sta 539+07.79 COORDINATE TABLE â„„ EXIST NAPERVILLE PI Sta 724+06.38 Sta 718+33.20 Sta 540+04.57 1,805,478.4293 1,022,311.2870 SW , SE ¡ NAPERVILLE RD ¡ 143RD STREET 0.133 33.00' RT STA. 716+32.65 92.75' RT STA. 718+43.62 33.00' RT STA. 717+37.92 378.13' LT STA. 546+60.08 272.96' LT STA. 549+02.27 80.00' LT STA. 549+02.27 EXIST. R.O.W.3 3' 3 3' 5 0'70'40'35'2.055 N59°36'52"E 71.08' 3 3' 70.00' LT STA. 544+88.68 ℄ NAPERVIL STA. 718+33.20 ℄ 143RD STR STA. 540+04.57 125.87' N27°58'13"E264.04' S67°38'28"E192.96' S01°06'58"EN88°53'02"E 1682.21' 16 538+50 550+00 PROP. TEMP. ESMT.PROP. TEMP. ESMT. PROP. R.O.W. PROP. R.O.W. PROP. R.O.W. PROP. R.O.W . 1.110 *TOTAL HOLDING CALCULATION NOT SURVEYED * ** RDWY & PATH CONSTR. WIDENING AND INTERSECTION DOC #408480 PURPOSE 150'AND LAKE REMEDIATION COMPENSATORY STORAGE ROADWAY EXTENSION, **BASED ON TAX RECORDS DOC #408480 -015 TOWER UTILITY352.60' N27°58'13"EDOC #884141 DOC #R75-28324 10'40.00' RT STA. 544+27.49 POB 1NN0013 POB 1NN0013TE DOC #R68-11597UNIT FOUR OF PENNLAND DOC #992925UNIT THREE OF PENNLAND 40.00' RT STA. 542+84.35 75.00' RT STA. 542+84.72 N. LINE DOC #408480 R R R R R S S S S S R ℄ NAPERVILLE STA. 717+87.84 STA. 712+12.80 SEC 3-36-9 AT4 1SW INTERSECTION OF S LINE (1NN0013 & 1NN0013TE) 143.13' N88°53'02"E , SEC 10-36-94 1NW 2652.13' N89°06'53"E 2661.54' N88°53'02"E (1NN0013 & 1NN0013TE) 303.32' JUD'S ACRES 7.830 (Section Corner to Section Corner) (Section Corner to Section Corner) 315.23 STA. 540+27.27 73.96' RT STA. 717+81.74 57.77' RTPT Sta 539+07.79FOR TOTAL HOLDINGSEE SHEET 16DOC #R98-004106 1NN0020TE 1NN0020 1NN0020(1NN0020)105.27' S30°08'16"W(1NN0020) 121.42' S59°36'52"W (1NN0020) 38.51' S89°06'53"W (1NN0020) N89°06'53"E 108.23'(1NN0020)175.04' N30°08'16"E(1NN0020) 357.19' S89°06'53"W POB 1NN0020 POB 1NN0020TE (1NN0020TE) 2313.15' N88°53'02"E (1NN0020TE) (1NN0020TE) 2348.62' S88°53'02"W N=1,805,293.9440, E=1,022,596.2830 STA. 542+85.92, 190.00' RT FOUND IRON PIN SEC. 3-36-94 1SE COR, SW POC 1NN0020, POC 1NN0020TE POC 1NN0013, POC 1NN0013TE (1NN0020TE) 195.09' N89°06'53"E 257.46' S89°06'53"W (1NN0020TE) 1NN0013TE & 1NN0020TE) 395.70' (1NN0013 & 1NN0020TE 540+00 545+00 550+00 715+00 720+00 DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS SCHAUMBURG, ILLINOIS 60196 201 WEST CENTER COURT BUREAU OF LAND ACQUISITION REVISION DATE: / / REVISION MADE BY: STA.TO STA. SHEET SHEETS OF LIMITS: SECTION: COUNTY: JOB NO.: 129.32' (COMP) 129.32' CORNER SECTION CORNER SECTION QUARTER (129.32') T N E RLEGEND 16 15 9 10 16 15 M PLAT OF HIGHWAYS IDOT USE ONLY SECTION / QUARTER SECTION LINE PROPERTY (DEED) LINE APPARENT PROPERTY LINE EXISTING CENTERLINE PROPOSED CENTERLINE EXISTING RIGHT OF WAY LINE PROPOSED RIGHT OF WAY LINE EXISTING EASEMENT PROPOSED EASEMENT EXISTING ACCESS CONTROL LINE PROPOSED ACCESS CONTROL LINE MEASURED DIMENSION COMPUTED DIMENSION RECORDED DIMENSION EXISTING BUILDING APL IRON PIPE OR ROD FOUND "MAG" NAIL SET CUT CROSS FOUND OR SET 5 / 8" REBAR SET T3 T2 T1 BT3 BT2 BT1 SET 5/8 INCH COLORED PLASTIC CAP BEARING SURVEYORS REGISTRATION NUMBER. IRON ROD FLUSH WITH GROUND TO TIE FOUND IRON STAKE IDENTIFIED BY THESE STAKES REFERENCE FOUND OR SET MONUMENTATION. MENTATION. THESE STAKES, IN CULTIVATED AREAS, REFERENCE FOUND OR SET MONU- STAKING OF PROPOSED RIGHT OF WAY.SET DIVISION OF HIGHWAYS SURVEY DATA AND SURVEYORS REGISTRATION NUMBER. MARKER TO MONUMENT THE POSITION SHOWN. IDENTIFIED BY INSCRIPTION SURVEYORS REGISTRATION NUMBER. FOUND IRON STAKE. IDENTIFIED BY COLORED PLASTIC CAP BEARING BURIED 5/8 INCH IRON ROD 20 INCHES BELOW GROUND TO TIE SCALE: 1"= 50' GRAPHIC SCALE FEET STAKING OF PROPOSED RIGHT OF WAY IN CULTIVATED AREAS. SURVEYORS REGISTRATION NUMBER. SURVEY MARKER POSITION IDENTIFIED BY COLORED PLASTIC CAP BEARING BURIED 5/8 INCH METAL ROD 20 INCHES BELOW GROUND TO MARK FUTURE PERMANENT SURVEY MARKER, I.D.O.T. STANDARD 2135 (TO BE SET BY OTHERS) RIGHT OF WAY STAKING PROPOSED TO BE SET PART OF THE OF SECTION , TWP. N., R. E. OF THE 3RD. P.M., IN COUNTY, ILLINOIS. WILL R-91-012-2006-00040-00-FP 1" = 50' 50'0 MICHAEL E. MIZEUR CMT, INC. 035-003638 ILLINOIS MINIMUM STANDARDS FOR A BOUNDARY SURVEY. THIS PROFESSIONAL SERVICE CONFORMS TO THE CURRENT LICENSE EXPIRATION DATE: ILLINOIS PROFESSIONAL LAND SURVEYOR NO. 11-30-2020 PROPOSED TEMPORARY EASEMENT AREAS SHOWN ON THIS PLAT ARE GROUND. SHOWN BY THE COMBINATION FACTOR OF 0.99995223. "GROUND". TO OBTAIN GROUND DISTANCES, DIVIDE GRID DISTANCES ALL MEASURED AND CALCULATED DISTANCES ARE "GRID" NOT AMERICAN DATUM OF 1983 (2011 ADJUSTMENT) "GRID". THE ILLINOIS STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH COORDINATES, BEARINGS & DISTANCES SHOWN HEREON REFERENCE ALL DIMENSIONS ARE MEASURED UNLESS OTHERWISE SPECIFIED. NOTES: PRELIMINARY LOCATIONSEALROYEVR US DN AL LANOISSE FORPSIONILLI FO ETA TS**035-003638 MIZEUR MICHAEL E. ILLINIOS SPRINGFIELD, 143RD STREET (FAU 0380) AC SCALE: WILL WILL A.D. 20 DAY OF , ILLINOIS THIS DATED AT 184-000613 TRANSPORTATION, STATE OF ILLINOIS. TO ENABLE THE SURVEY TO BE RETRACED, MADE FOR THE DEPARTMENT OF POSITIONS SHOWN THEREON AND THAT THE MONUMENTS ARE SUFFICIENT FOUND AND ESTABLISHED ARE OF PERMANENT QUALITY AND OCCUPY THE THE PLAT CORRECTLY REPRESENTS SAID SURVEY, THAT ALL MONUMENTS COMPLETE AS SHOWN TO THE BEST OF MY KNOWLEDGE AND BELIEF, THAT COUNTY, THAT THE SURVEY IS TRUE AND PRINCIPAL MERIDIAN, EAST OF THE THIRD NORTH, RANGE , TOWNSHIP IN SECTION ,) HAVE SURVEYED THE PLAT OF HIGHWAYS SHOWN HEREON PROFESSIONAL DESIGN FIRM LAND SURVEYING CORPORATION, NUMBER AN ILLINOIS PROFESSIONAL LAND SURVEYOR, (WE, , AN ILLINOIS THIS IS TO CERTIFY THAT I, COUNTY OF ) )SS STATE OF ILLINOIS ) 36 9 BOUNDARY LINES CRAWFORD MURPHY & TILLY, INC. (630) 820-1022 AURORA, ILLINOIS 60504 550 NORTH COMMONS DRIVE, SUITE 116 RIGHT OF WAY FOUND  Copyright CMT,License No. 184-000613 Appendix 24 - 153 12 SEC 3-36-941SE SEE SHEET 11SEE SHEET 13 WILL 36 9 3SE SEC 3-36-94 1S LINE SE SEC 10-36-94 1N LINE NE SEC 10-36-941 NE 143RD STREET 52 51 50 49 48 47 46 45 103 ¡ 143RD STREET 3 1NN0013 70'40'35'10'1682.21' N88°53'02"E (1NN0013TE) 1NN0013TE PROP. TEMP. ESMT. PROP. TEMP. ESMT. PROP. TEMP. ESMT. PROP. TEMP. ESMT. SEC 3-36-941 SE21E LINE W SEC 3-36-941 SE21W LINE EPROP. R.O.W. PROP. R.O.W. PROP. R.O.W. PROP. R.O.W. 16 550+00 565+00 DOC #408480 DOC #399195150'SEC 3-36-9 4 1 SE2 1SW CORNER, E SEC 3-36-94 1 SE2 1W INTERSECTION OF E LINE STA. 556+14.92 TOWER UTILITY-015 DOC #992925UNIT THREE OF PENNLAND COPPER DRIVE DOC #R68-11597UNIT FOUR OF PENNLAND EXIST. R.O.W. NO. PARCEL (ACRES) HOLDING TOTAL (ACRES) REQUIRED R.O.W. (ACRES) DEDICATED PREVIOUSLY (ACRES) REMAINDER EASEMENTS TAX NUMBER PERMANEMT ACQUIRED BY PROPERTY 323.06 9.431 (ACRES) TEMP (ACRES) PERM N/A N/A 1NN0013TE 1NN0013 06-03-02-100-012 06-03-03-403-018 06-03-03-403-0150.133 2.055 1.110 *TOTAL HOLDING CALCULATION NOT SURVEYED * ** RDWY & PATH CONSTR. WIDENING AND INTERSECTION PURPOSE AND LAKE REMEDIATION COMPENSATORY STORAGE ROADWAY EXTENSION, **BASED ON TAX RECORDS -018 N. LINE DOC # 408480 N. LINE DOC #399195 (1NN0013 & 1NN0013TE) 7.830 5.639 9.2500.181 2661.54' N88°53'02"E (Section Corner to Section Corner) 315.23 FOR TOTAL HOLDINGSEE SHEET 16DOC #R98-004106 1NN0020TE 1NN0020TE 1NN0020 2348.62' S88°53'02"W (1NN0020TE) 2313.15' N88°53'02"E (1NN0020TE) 550+00 555+00 560+00 565+00 DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS SCHAUMBURG, ILLINOIS 60196 201 WEST CENTER COURT BUREAU OF LAND ACQUISITION REVISION DATE: / / REVISION MADE BY: STA.TO STA. SHEET SHEETS OF LIMITS: SECTION: COUNTY: JOB NO.: PLAT OF HIGHWAYS IDOT USE ONLY SCALE: 1"= 50' GRAPHIC SCALE FEET PART OF THE OF SECTION , TWP. N., R. E. OF THE 3RD. P.M., IN COUNTY, ILLINOIS. WILL R-91-012-2006-00040-00-FP 1" = 50' 50'0 MICHAEL E. MIZEUR CMT, INC. 035-003638 ILLINOIS MINIMUM STANDARDS FOR A BOUNDARY SURVEY. THIS PROFESSIONAL SERVICE CONFORMS TO THE CURRENT LICENSE EXPIRATION DATE: ILLINOIS PROFESSIONAL LAND SURVEYOR NO. 11-30-2020 AREAS SHOWN ON THIS PLAT ARE GROUND. SHOWN BY THE COMBINATION FACTOR OF 0.99995223. "GROUND". TO OBTAIN GROUND DISTANCES, DIVIDE GRID DISTANCES ALL MEASURED AND CALCULATED DISTANCES ARE "GRID" NOT AMERICAN DATUM OF 1983 (2011 ADJUSTMENT) "GRID". THE ILLINOIS STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH COORDINATES, BEARINGS & DISTANCES SHOWN HEREON REFERENCE ALL DIMENSIONS ARE MEASURED UNLESS OTHERWISE SPECIFIED. NOTES: PRELIMINARY LOCATIONSEALROYEVR US DN AL LANOISSE FORPSIONILLI FO ETA TS**035-003638 MIZEUR MICHAEL E. ILLINIOS SPRINGFIELD, 143RD STREET (FAU 0380) SCALE: WILL WILL A.D. 20 DAY OF , ILLINOIS THIS DATED AT 184-000613 TRANSPORTATION, STATE OF ILLINOIS. TO ENABLE THE SURVEY TO BE RETRACED, MADE FOR THE DEPARTMENT OF POSITIONS SHOWN THEREON AND THAT THE MONUMENTS ARE SUFFICIENT FOUND AND ESTABLISHED ARE OF PERMANENT QUALITY AND OCCUPY THE THE PLAT CORRECTLY REPRESENTS SAID SURVEY, THAT ALL MONUMENTS COMPLETE AS SHOWN TO THE BEST OF MY KNOWLEDGE AND BELIEF, THAT COUNTY, THAT THE SURVEY IS TRUE AND PRINCIPAL MERIDIAN, EAST OF THE THIRD NORTH, RANGE , TOWNSHIP IN SECTION ,) HAVE SURVEYED THE PLAT OF HIGHWAYS SHOWN HEREON PROFESSIONAL DESIGN FIRM LAND SURVEYING CORPORATION, NUMBER AN ILLINOIS PROFESSIONAL LAND SURVEYOR, (WE, , AN ILLINOIS THIS IS TO CERTIFY THAT I, COUNTY OF ) )SS STATE OF ILLINOIS ) 36 9 CRAWFORD MURPHY & TILLY, INC. (630) 820-1022 AURORA, ILLINOIS 60504 550 NORTH COMMONS DRIVE, SUITE 116 129.32' (COMP) 129.32' CORNER SECTION CORNER SECTION QUARTER (129.32') T N E RLEGEND 16 15 9 10 16 15 M SECTION / QUARTER SECTION LINE PROPERTY (DEED) LINE APPARENT PROPERTY LINE EXISTING CENTERLINE PROPOSED CENTERLINE EXISTING RIGHT OF WAY LINE PROPOSED RIGHT OF WAY LINE EXISTING EASEMENT PROPOSED EASEMENT EXISTING ACCESS CONTROL LINE PROPOSED ACCESS CONTROL LINE MEASURED DIMENSION COMPUTED DIMENSION RECORDED DIMENSION EXISTING BUILDING PL APL IRON PIPE OR ROD FOUND "MAG" NAIL SET CUT CROSS FOUND OR SET 5 / 8" REBAR SET T3 T2 T1 BT3 BT2 BT1 SET 5/8 INCH COLORED PLASTIC CAP BEARING SURVEYORS REGISTRATION NUMBER. IRON ROD FLUSH WITH GROUND TO TIE FOUND IRON STAKE IDENTIFIED BY THESE STAKES REFERENCE FOUND OR SET MONUMENTATION. MENTATION. THESE STAKES, IN CULTIVATED AREAS, REFERENCE FOUND OR SET MONU- STAKING OF PROPOSED RIGHT OF WAY.SET DIVISION OF HIGHWAYS SURVEY DATA AND SURVEYORS REGISTRATION NUMBER. MARKER TO MONUMENT THE POSITION SHOWN. IDENTIFIED BY INSCRIPTION SURVEYORS REGISTRATION NUMBER. FOUND IRON STAKE. IDENTIFIED BY COLORED PLASTIC CAP BEARING BURIED 5/8 INCH IRON ROD 20 INCHES BELOW GROUND TO TIE STAKING OF PROPOSED RIGHT OF WAY IN CULTIVATED AREAS. SURVEYORS REGISTRATION NUMBER. SURVEY MARKER POSITION IDENTIFIED BY COLORED PLASTIC CAP BEARING BURIED 5/8 INCH METAL ROD 20 INCHES BELOW GROUND TO MARK FUTURE PERMANENT SURVEY MARKER, I.D.O.T. STANDARD 2135 (TO BE SET BY OTHERS) RIGHT OF WAY STAKING PROPOSED TO BE SET AC BOUNDARY LINES RIGHT OF WAY FOUND  Copyright CMT,License No. 184-000613 Appendix 24 - 154 35+00 40+00 45+00 565+00 570+00 575+00SEE SHEET 12 SEC 3-36-941E LINE SE SEC 2-36-941W LINE SW SEC 2-36-94 1S LINE SW SEC 11-36-94 1N LINE NW 13 ¡ ILLINOIS ROUTE 126 PC Sta 565+84.68 PC Sta 570+64.73PT Sta 574+86.54 WILL 36 9 2 & 3 SECTION , TWP. N., R. E. OF THE 3RD. P.M., IN COUNTY, ILLINOIS. SEE SHEET 14 SEC 3-36-94 1S LINE SE SEC 10-36-94 1N LINE NE 143RD STREET 143RD STREET ¡ 143RD STREET N 51° 54' 02" E N 51° 54' 02" E FDNFDN 2 & 3 P.T. STA. = 570+05.48 P.C. STA. = 565+84.68 S.E. RUN = N/A T.R. = NO S.E. e = N/A E = 21.44' L = 420.79' T = 213.26' R = 1,050.00' PI STA. = 567+97.94 CURVE DATA-15 PROP. 143RD ST. P.T. STA. = 574+86.54 P.C. STA. = 570+64.73 S.E. RUN = N/A T.R. = NO S.E. e = N/A E = 21.54' L = 421.81' T = 213.79' R = 1,050.00' PI STA. = 572+78.52 CURVE DATA-18 PROP. 143RD ST. NO. PARCEL (ACRES) HOLDING TOTAL (ACRES) REQUIRED R.O.W. (ACRES) DEDICATED PREVIOUSLY (ACRES) REMAINDER EASEMENTS TAX NUMBER PERMANEMT ACQUIRED BY PROPERTY 9.431 9.250 (ACRES) TEMP (ACRES) PERM N/A0.181 1NN0013TE 1NN0013 06-03-02-100-012 06-03-03-403-018 06-03-03-403-0150.133 2.055 06-03-02-300-014 2.309 N/A 06-03-02-300-0041NN0018 IMPROVEMENTS AND INTERSECTION ROADWAY REALIGNMENT 1NN0013 1NN0018 1NN0013TE (1NN0013TE) N88°53'02"E 1682.21'70'40'35'10'121.61' LT STA. 568+97.50 (1NN0013) 2170.02' 39.91' RT STA. 565+98.02 50.09' S46°47'13"E ILLINOIS STATE PLANE, EAST ZONE, NAD 83 (2011) PROJECT COORDINATES NORTHING EASTING 1,805,532.8402 1,025,104.1274 1,805,528.6862 1,024,890.9088 COORDINATE LOCATION COORDINATE TABLE â„„ PROP. 143RD S PC Sta 565+84.68 PI Sta 567+97.94 1,805,453.4853 1,025,302.0723PT Sta 570+05.48 PC Sta 570+64.73 PI Sta 572+78.52 PT Sta 574+86.54 1,805,351.8848 1,025,555.5075 1,805,431.4363 1,025,357.0721 1,805,356.2556 1,025,769.2501 PROPOSED R.O.W. PROP.R.O.W.EXIST. R.O.W . EXIST. R.O.W . 1NN0014TE 1 N N0 01 4 PE 289.03' N51°54'02"E 84 .85 'S83°05 '58"E 2 05.00'S3 8°05'5 8"E 80.00' LT STA. 565+84.48 280.55' N43°35'44"E 350.00' LT STA. 41+27.17 290.00' LT STA. 41+87.17 85.00' LT STA. 41+87.17 60.00' LT STA. 44+93.17 50.00' LT STA. 44+93.17 85.00' LT STA. 43+43.17 S38°05'58"E 25.00' 156.00' N51°54'02"E S38°05'58"E60.00' 962.96' S51°54'02"W (1NN0013) COORDINATE TABLE â„„ EXIST. IL RT 1,805,341.7536 1,025,050.2861PI Sta 35+22.66 73.78' RT STA. 566+37.04 50.00' LT STA. 35+22.66 16 565+00 576+00 (1N N001 3 ) 20 8 .17' N46°47' 13"WPI 35+22.6660.00' LT STA. 39+03.17 PROP. TEMP. ESMT. PR OP. T EMP. ES MT.PROP. R.O.W . 0.419 N/A 3T6 N 9 E R32 10 11 50' 5 0' 50' 5 0' N76°57'06"E81.43' S88°53'02"W 22.63' 110.95' RT STA. 36+69.99 N38°36'04"W 60.96' 50.00' RT STA. 36+69.45 ILLINOIS ROUTE 126 409.94' N51°54'02"E (1NN0014) 265.00' S51°54'02"W (1NN0014) S38°05'58"E10.00' 50.00' RTSTA. 45+23.00 60.00' RTSTA. 45+23.00 1NN0014 70.00' RTSTA. 41+12.99 145.00' S51°54'02"W (1NN0014)60.00' RTSTA. 42+58.0010.00' S38°05'58"E (1NN0014PE) N51°54'02"E80.00' POB 1NN0014 50.00' RTSTA. 41+13.06 POB 1NN0014PE (1NN0014PE) S51°54'02"W80.00'(1 N N001 4 PE) N37°54'45"W110.00'N37°54'45"W20.00' 180.00' RTSTA. 41+12.63 (1 N N00 1 4 PE) S37°54'45"E 110.00' DOC #399195 PURPOSE RDWY & PATH CONSTR. WIDENING AND INTERSECTION *TOTAL HOLDING CALCULATION NOT SURVEYED * (1 N N0018) 393.02' S37°54'45"E (1NN0018) 530.04' S88°49'43"W STA. 42+58.00, 70.00' RT STA. 42+43.00, 70.00' RT 50.00' N51°54'02"E 35.65' S06°36'07"W STA. 41+93.00, 70.00' RT POB 1NN0014TE STA. 42+17.91, 95.34' RT 110.00' N37°54'45"W (1NN0014TE) 84.66' S37°54'45"E (1NN0014TE) STA. 42+17.63, 180.00' RT STA. 41+92.63, 180.00' RT 25.00' S51°54'02"W (1NN0014TE) EXIST. R.O.W . EXIST. R.O.W. EXIST. R.O.W. EXIST. R.O.W. EXIST. R.O.W. PROPOSED PERMANENT EASEMENT PROPOSED TEMPORARY EASEMENT PR OP. R.O.W.33'33'SEE SHEET 15 1NN0014TE 1NN0014PE 1NN0014 **BASED ON TAX RECORDS 106 5.6397.830323.06 66.60 66.47 N/A 0.127 0.070 1.110** AND LAKE REMEDIATION COMPENSATORY STORAGE ROADWAY EXTENSION, N=1,805,345.7870, E=1,025,257.3140 STA. 570+03.83, 116.62' RT FOUND IRON PIN SECTION 2-36-94 1SW COR, SW POC 1NN0014TE & POB 1NN0018, POC 1NN0014, POC 1NN0014PE STORAGE/DRAINAGE & COMPENSATORY CONSTRUCTION EASEMENT ROADWAY WIDENING N/A 0.202 -018 TOWER UTILITY ℄ IL RT STA. 35+30.20 5 0' 50' (TOTAL TAKE) 0.000 DOC #R92-25585 DOC #R93-026573 ℄ 143RD S STA. 575+04.54, DOC #R94-102437 DOC #R2015107147 ℄ IL RT STA. 44+93.17 PER BOOK 776 PG 439 EXISTING R.O.W (1NN0014 & 1NN0018) 443.60' N51°54'02"E ** SEC 3-36-941SE PROP. R.O.W . 440.00' S51°54'02"W (1NN0013TE) 590.00' N51°54'02"E (1NN0013) 2.309 PER BOOK 742 PG 100 EXIST. NORTHWESTERLY ROW STA. 37+47.22 â„„ EX. ILLINOIS RT STA. 569+25.74 â„„ PROP. 143RD STR AT STA. 37+79.70 , SEC 3-36-94 1SE INTERSECTION OF E LINE AT STA. 569+53.59 , SEC 3-36-94 1SE INTERSECTION OF E LINE 350.00' LT STA. 38+38.14 ℄ STA. 37+47.22 IL RT ℄ STA. 569+25.74 143 ALIGNMENT INTERSECTION 1,805,480.3180 1,025,227.0081 STA. 572+84.29, 531.55' LT, 143RD ST STA. 43+43.17, 60.00' LT, IL 126 = 583.29' LT, 143RD ST STA. 575+43.25 315.23 2661.54' N88°53'02"E (Section Corner to Section Corner)150'DOC #R91-015478PARCEL 2PT Sta 570+05.48 FOR TOTAL HOLDING SEE SHEET 16 DOC #R98-004106 FOR TOTAL HOLDING SEE SHEET 16 DOC #R98-004106 SEC 2-36-9 41SW PARCEL 1NN0014 TOTAL HOLDING SEE SHEET 16 FOR (1NN0020TE) 2313.15' (1NN0020TE) 2348.62' S88°53'02"W (1NN0020TE) 1NN0020TE 1NN0020TE 1NN0020 DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS SCHAUMBURG, ILLINOIS 60196 201 WEST CENTER COURT BUREAU OF LAND ACQUISITION REVISION DATE: / / REVISION MADE BY: STA.TO STA. SHEET SHEETS OF LIMITS: SECTION: COUNTY: JOB NO.: 129.32' (COMP) 129.32' CORNER SECTION CORNER SECTION QUARTER (129.32') T N E RLEGEND 16 15 9 10 16 15 M PLAT OF HIGHWAYS IDOT USE ONLY SECTION / QUARTER SECTION LINE PROPERTY (DEED) LINE APPARENT PROPERTY LINE EXISTING CENTERLINE PROPOSED CENTERLINE EXISTING RIGHT OF WAY LINE PROPOSED RIGHT OF WAY LINE EXISTING EASEMENT PROPOSED EASEMENT EXISTING ACCESS CONTROL LINE PROPOSED ACCESS CONTROL LINE MEASURED DIMENSION COMPUTED DIMENSION RECORDED DIMENSION EXISTING BUILDING APL IRON PIPE OR ROD FOUND "MAG" NAIL SET CUT CROSS FOUND OR SET 5 / 8" REBAR SET T3 T2 T1 BT3 BT2 BT1 SET 5/8 INCH COLORED PLASTIC CAP BEARING SURVEYORS REGISTRATION NUMBER. IRON ROD FLUSH WITH GROUND TO TIE FOUND IRON STAKE IDENTIFIED BY THESE STAKES REFERENCE FOUND OR SET MONUMENTATION. MENTATION. THESE STAKES, IN CULTIVATED AREAS, REFERENCE FOUND OR SET MONU- STAKING OF PROPOSED RIGHT OF WAY.SET DIVISION OF HIGHWAYS SURVEY DATA AND SURVEYORS REGISTRATION NUMBER. MARKER TO MONUMENT THE POSITION SHOWN. IDENTIFIED BY INSCRIPTION SURVEYORS REGISTRATION NUMBER. FOUND IRON STAKE. IDENTIFIED BY COLORED PLASTIC CAP BEARING BURIED 5/8 INCH IRON ROD 20 INCHES BELOW GROUND TO TIE SCALE: 1"= 50' GRAPHIC SCALE FEET STAKING OF PROPOSED RIGHT OF WAY IN CULTIVATED AREAS. SURVEYORS REGISTRATION NUMBER. SURVEY MARKER POSITION IDENTIFIED BY COLORED PLASTIC CAP BEARING BURIED 5/8 INCH METAL ROD 20 INCHES BELOW GROUND TO MARK FUTURE PERMANENT SURVEY MARKER, I.D.O.T. STANDARD 2135 (TO BE SET BY OTHERS) RIGHT OF WAY STAKING PROPOSED TO BE SET PART OF THE OF SECTION , TWP. N., R. E. OF THE 3RD. P.M., IN COUNTY, ILLINOIS. WILL R-91-012-2006-00040-00-FP 1" = 50' 50'0 MICHAEL E. MIZEUR CMT, INC. 035-003638 ILLINOIS MINIMUM STANDARDS FOR A BOUNDARY SURVEY. THIS PROFESSIONAL SERVICE CONFORMS TO THE CURRENT LICENSE EXPIRATION DATE: ILLINOIS PROFESSIONAL LAND SURVEYOR NO. 11-30-2020 PROPOSED TEMPORARY EASEMENT AREAS SHOWN ON THIS PLAT ARE GROUND. SHOWN BY THE COMBINATION FACTOR OF 0.99995223. "GROUND". TO OBTAIN GROUND DISTANCES, DIVIDE GRID DISTANCES ALL MEASURED AND CALCULATED DISTANCES ARE "GRID" NOT AMERICAN DATUM OF 1983 (2011 ADJUSTMENT) "GRID". THE ILLINOIS STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH COORDINATES, BEARINGS & DISTANCES SHOWN HEREON REFERENCE ALL DIMENSIONS ARE MEASURED UNLESS OTHERWISE SPECIFIED. NOTES: PRELIMINARY LOCATIONSEALROYEVR US DN AL LANOISSE FORPSIONILLI FO ETA TS**035-003638 MIZEUR MICHAEL E. ILLINIOS SPRINGFIELD, 143RD STREET (FAU 0380) AC SCALE: WILL WILL A.D. 20 DAY OF , ILLINOIS THIS DATED AT 184-000613 TRANSPORTATION, STATE OF ILLINOIS. TO ENABLE THE SURVEY TO BE RETRACED, MADE FOR THE DEPARTMENT OF POSITIONS SHOWN THEREON AND THAT THE MONUMENTS ARE SUFFICIENT FOUND AND ESTABLISHED ARE OF PERMANENT QUALITY AND OCCUPY THE THE PLAT CORRECTLY REPRESENTS SAID SURVEY, THAT ALL MONUMENTS COMPLETE AS SHOWN TO THE BEST OF MY KNOWLEDGE AND BELIEF, THAT COUNTY, THAT THE SURVEY IS TRUE AND PRINCIPAL MERIDIAN, EAST OF THE THIRD NORTH, RANGE , TOWNSHIP IN SECTION ,) HAVE SURVEYED THE PLAT OF HIGHWAYS SHOWN HEREON PROFESSIONAL DESIGN FIRM LAND SURVEYING CORPORATION, NUMBER AN ILLINOIS PROFESSIONAL LAND SURVEYOR, (WE, , AN ILLINOIS THIS IS TO CERTIFY THAT I, COUNTY OF ) )SS STATE OF ILLINOIS ) 36 9 BOUNDARY LINES CRAWFORD MURPHY & TILLY, INC. (630) 820-1022 AURORA, ILLINOIS 60504 550 NORTH COMMONS DRIVE, SUITE 116 RIGHT OF WAY FOUND  Copyright CMT,License No. 184-000613 Appendix 24 - 155 SEE SHEET 12(ACRES) HOLDING TOTAL (ACRES) REQUIRED R.O.W. (ACRES) DEDICATED PREVIOUSLY (ACRES) REMAINDER EASEMENTS TAX NUMBER PERMANEMT ACQUIRED BY PROPERTY (ACRES) TEMP (ACRES) PERM 3T6 N 9 E R32 10 11 14 ¡ ILLINOIS ROUTE 126 SEE SHEET 13 SEC 3-36-94 1S LINE SE SEC 10-36-94 1N LINE NE WILL 9 3610NE N 51° 41' 33" E SEC 10-36-941E LINE NE SEC 11-36-941W LINE NW104 105 106 COPPER DRIVE P.T. STA. = 409+72.19 P.C. STA. = 408+57.21 S.E. RUN = N/A T.R. = NO S.E. e = N/A E = 14.49' L = 114.97' T = 61.92' R = 125.00' PI STA. = 409+19.13 CURVE DATA-3 EXIST. COPPER DRIVE R R R S SS S S 0.607 N/A N/A 0.607 0.070 0.486 N/A N/A 0.486 NO. PARCEL 1NN0016TE 1NN0016TE 1NN0017TE 10 06-03-10-204-015ROADWAY WIDENING R DRIVEWAY CONSTRUCTION ROADWAY WIDENING AND 06-03-10-200-027 ILL RTE 126 ILLINOIS STATE PLANE, EAST ZONE, NAD 83 (2011) PROJECT COORDINATES NORTHING EASTING 1,805,143.4046 1,024,558.5567 COORDINATE LOCATION PC Sta 408+57.21 ILL RTE 126Sta 408+57.21PCN 89° 08' 43" E Sta. 4 0 9 +7 2.1 9 PT EX. 143RD STREET CHD. = 20.00' CHD. BRG. = S44°32'36"E L = 20.04' R = 92.00'30.9'30.9'23.6' 27.2' 28.2'20.9' 21.9'23.6'2'2'3'3'78.7' CHD. = 44.92' CHD. BRG. = N46°28'36"W L = 45.07' R = 158.00' 1NN0017TE 72.6' 28.8'1 5.6' COORDINATE TABLE â„„ EXIST. COPPER 1,805,095.6414 1,024,658.7149 PI Sta 409+19.13 PT Sta 409+72.19 15' 16PI 35+22.6628+00 36+00 50' (206 SqFt) 0.005 50.00' LT STA. 30+29.73 109108 50.00' LT STA 30+09.73 S51°41'33"W 20.00' N03°34'28"E 26.70' 33.09' RT STA. 409+44.51 SEC 10-36-9 STA. 35+22.66 4 1INTERSECTION OF N LINE NE 5 0' 50' 5 0' 50.00' LT STA. 30+95.73 50.00' LT STA 32+70.83 65.00' LT STA 31+25.01 65.00' LT STA 32+70.83 32.92' LT STA 409+36.13 S88°45'14"E 46.26' N51°41'33"E 145.82' S38°18'27"E 15.00' COORDINATE TABLE â„„ EXIST. IL RT 1,805,341.7536 1,025,050.2861PI Sta 35+22.66 N 51° 41' 33" E PROP. TEMP. ESMT. N/A N/A PURPOSE TOTAL HOLDING CALCULATION NOT SURVEYED* * * TOWER UTILITY DOC #R68-11597UNIT FOUR OF PENNLAND EASTERLY CORNER LOT 109 POB 1NN0016TE SOUTHERLY CORNER LOT 106 POB 1NN0017TE SEC 10-36-941 NE A A EXIST. R.O.W . EXIST. R.O.W . 1,805,144.3282 1,024,620.4648 S51°41'33"W 175.10' E=1,025,257.3140 N=1,805,345.7870 124.57' RT STA. 36+88.06, FOUND IRON PIN SECTION 10-36-9 4 1NE COR, NE DOC #R76-17743 (Section Corner to Section Corner) 2661.54' N88°53'02"E PROPOSED TEMPORARY EASEMENT 4 1 0 +0 0 30+00 35+00 DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS SCHAUMBURG, ILLINOIS 60196 201 WEST CENTER COURT BUREAU OF LAND ACQUISITION REVISION DATE: / / REVISION MADE BY: STA.TO STA. SHEET SHEETS OF LIMITS: SECTION: COUNTY: JOB NO.: 129.32' (COMP) 129.32' CORNER SECTION CORNER SECTION QUARTER (129.32') T N E RLEGEND 16 15 9 10 16 15 M PLAT OF HIGHWAYS IDOT USE ONLY SECTION / QUARTER SECTION LINE PROPERTY (DEED) LINE APPARENT PROPERTY LINE EXISTING CENTERLINE PROPOSED CENTERLINE EXISTING RIGHT OF WAY LINE PROPOSED RIGHT OF WAY LINE EXISTING EASEMENT PROPOSED EASEMENT EXISTING ACCESS CONTROL LINE PROPOSED ACCESS CONTROL LINE MEASURED DIMENSION COMPUTED DIMENSION RECORDED DIMENSION EXISTING BUILDING APL IRON PIPE OR ROD FOUND "MAG" NAIL SET CUT CROSS FOUND OR SET 5 / 8" REBAR SET T3 T2 T1 BT3 BT2 BT1 SET 5/8 INCH COLORED PLASTIC CAP BEARING SURVEYORS REGISTRATION NUMBER. IRON ROD FLUSH WITH GROUND TO TIE FOUND IRON STAKE IDENTIFIED BY THESE STAKES REFERENCE FOUND OR SET MONUMENTATION. MENTATION. THESE STAKES, IN CULTIVATED AREAS, REFERENCE FOUND OR SET MONU- STAKING OF PROPOSED RIGHT OF WAY.SET DIVISION OF HIGHWAYS SURVEY DATA AND SURVEYORS REGISTRATION NUMBER. MARKER TO MONUMENT THE POSITION SHOWN. IDENTIFIED BY INSCRIPTION SURVEYORS REGISTRATION NUMBER. FOUND IRON STAKE. IDENTIFIED BY COLORED PLASTIC CAP BEARING BURIED 5/8 INCH IRON ROD 20 INCHES BELOW GROUND TO TIE SCALE: 1"= 50' GRAPHIC SCALE FEET STAKING OF PROPOSED RIGHT OF WAY IN CULTIVATED AREAS. SURVEYORS REGISTRATION NUMBER. SURVEY MARKER POSITION IDENTIFIED BY COLORED PLASTIC CAP BEARING BURIED 5/8 INCH METAL ROD 20 INCHES BELOW GROUND TO MARK FUTURE PERMANENT SURVEY MARKER, I.D.O.T. STANDARD 2135 (TO BE SET BY OTHERS) RIGHT OF WAY STAKING PROPOSED TO BE SET PART OF THE OF SECTION , TWP. N., R. E. OF THE 3RD. P.M., IN COUNTY, ILLINOIS. WILL R-91-012-2006-00040-00-FP 1" = 50' 50'0 MICHAEL E. MIZEUR CMT, INC. 035-003638 ILLINOIS MINIMUM STANDARDS FOR A BOUNDARY SURVEY. THIS PROFESSIONAL SERVICE CONFORMS TO THE CURRENT LICENSE EXPIRATION DATE: ILLINOIS PROFESSIONAL LAND SURVEYOR NO. 11-30-2020 PROPOSED TEMPORARY EASEMENT AREAS SHOWN ON THIS PLAT ARE GROUND. SHOWN BY THE COMBINATION FACTOR OF 0.99995223. "GROUND". TO OBTAIN GROUND DISTANCES, DIVIDE GRID DISTANCES ALL MEASURED AND CALCULATED DISTANCES ARE "GRID" NOT AMERICAN DATUM OF 1983 (2011 ADJUSTMENT) "GRID". THE ILLINOIS STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH COORDINATES, BEARINGS & DISTANCES SHOWN HEREON REFERENCE ALL DIMENSIONS ARE MEASURED UNLESS OTHERWISE SPECIFIED. NOTES: PRELIMINARY LOCATIONSEALROYEVR US DN AL LANOISSE FORPSIONILLI FO ETA TS**035-003638 MIZEUR MICHAEL E. ILLINIOS SPRINGFIELD, 143RD STREET (FAU 0380) AC SCALE: WILL WILL A.D. 20 DAY OF , ILLINOIS THIS DATED AT 184-000613 TRANSPORTATION, STATE OF ILLINOIS. TO ENABLE THE SURVEY TO BE RETRACED, MADE FOR THE DEPARTMENT OF POSITIONS SHOWN THEREON AND THAT THE MONUMENTS ARE SUFFICIENT FOUND AND ESTABLISHED ARE OF PERMANENT QUALITY AND OCCUPY THE THE PLAT CORRECTLY REPRESENTS SAID SURVEY, THAT ALL MONUMENTS COMPLETE AS SHOWN TO THE BEST OF MY KNOWLEDGE AND BELIEF, THAT COUNTY, THAT THE SURVEY IS TRUE AND PRINCIPAL MERIDIAN, EAST OF THE THIRD NORTH, RANGE , TOWNSHIP IN SECTION ,) HAVE SURVEYED THE PLAT OF HIGHWAYS SHOWN HEREON PROFESSIONAL DESIGN FIRM LAND SURVEYING CORPORATION, NUMBER AN ILLINOIS PROFESSIONAL LAND SURVEYOR, (WE, , AN ILLINOIS THIS IS TO CERTIFY THAT I, COUNTY OF ) )SS STATE OF ILLINOIS ) 36 9 BOUNDARY LINES CRAWFORD MURPHY & TILLY, INC. (630) 820-1022 AURORA, ILLINOIS 60504 550 NORTH COMMONS DRIVE, SUITE 116 RIGHT OF WAY FOUND  Copyright CMT,License No. 184-000613 Appendix 24 - 156 SEE SHEET 143T6 N 9 E R32 10 11 15 SEE SHEET 13 SEC 10-36-94 1N LINE NE N 51° 54' 02" E WILL 9 3610NE SEC 10-36-941E LINE NE SEC 11-36-941W LINE NW P.T. STA. = 409+72.19 P.C. STA. = 408+57.21 S.E. RUN = N/A T.R. = NO S.E. e = N/A E = 14.49' L = 114.97' T = 61.92' R = 125.00' PI STA. = 409+19.13 CURVE DATA-3 EXIST. COPPER DRIVE FDNCMH MH S S 10 1NN0015TE ILL RTE 126 (ACRES) HOLDING TOTAL (ACRES) REQUIRED R.O.W. (ACRES) DEDICATED PREVIOUSLY (ACRES) REMAINDER EASEMENTS TAX NUMBER PERMANEMT ACQUIRED BY PROPERTY (ACRES) TEMP (ACRES) PERM 21.640 N/A N/A 2.559 N/A N/A NO. PARCEL 1NN0015TE DRIVEWAY CONSTRUCTION DRIVEWAY CONSTRUCTION 06-03-10-205-009 06-03-10-205-006 SEC 11-36-94 1N LINE NW EX. 143RD STREET 49.8'30.2'34.9' 16 28+00 37+00 207.07' S88°53'02"W ¡ ILLINOIS ROUTE 126 PI 35+22.66ILLINOIS STATE PLANE, EAST ZONE, NAD 83 (2011) PROJECT COORDINATES NORTHING EASTINGCOORDINATE LOCATION COORDINATE TABLE â„„ EXIST. IL RT 1,805,341.7536 1,025,050.2861PI Sta 35+22.66 206.11' S51°41'33"W S38°39'17"E 50.00' 50.00' RT STA 33+69.20 65.00' RT STA 33+71.43 65.00' RT STA 33+16.94 50.00' RT STA. 33+16.85 N51°41'33"E 52.35' S46°45'33"E 15.16' S51°41'33"W 54.49' N38°39'17"W 15.00' Sta. 4 0 9 +7 2.1 9 PTSta 408+57.21PCCOPPER DRIVE N 89° 08' 43" E (801 SqFt) 0.018 104 106 109 5 0' 50' N 51° 41' 33" E 50' 5 0' 50.00' RT STA 32+76.94 65.00' RT STA 32+76.94 N38°18'27"W 15.00' S51°41'33"W 40.00' ¡ COPPER DRIVE (599 SqFt) 0.014 PROPOSED TEMPORARY EASEMENT15' N51°41'33"E 39.91' DOC #400148 TOTAL HOLDING CALCULATION NOT SURVEYED* * PURPOSE *N/A N/A DOC #412994 DOC #R94-10243666'EXIST. R.O.W . EXIST. R.O.W . TOWER UTILITY SEC 10-36-9 STA. 35+22.66 4 1INTERSECTION OF N LINE NE * * 21.640 2.559 DOC #R68-11597UNIT FOUR OF PENNLAND SEC 10-36-941 NE 105 DOC #399202 DOC #R89-30336 1NN0019 TOTAL HOLDING MAP ILL RTE 126 EX. 143RD ST. 143RD ST. 1NN0019TE E=1,025,257.3140 N=1,805,345.7870 STA. 36+88.06, 124.57' RT FOUND IRON PIN SECTION 10-36-9 4 1NE COR, NE POC 1NN0019TE POC 1NN0015TE, POB 1NN0019TE POB 1NN0015TE, 1NN0019TE 1NN0015 4 1 0 +0 0 30+00 35+00 DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS SCHAUMBURG, ILLINOIS 60196 201 WEST CENTER COURT BUREAU OF LAND ACQUISITION REVISION DATE: / / REVISION MADE BY: STA.TO STA. SHEET SHEETS OF LIMITS: SECTION: COUNTY: JOB NO.: 129.32' (COMP) 129.32' CORNER SECTION CORNER SECTION QUARTER (129.32') T N E RLEGEND 16 15 9 10 16 15 M PLAT OF HIGHWAYS IDOT USE ONLY SECTION / QUARTER SECTION LINE PROPERTY (DEED) LINE APPARENT PROPERTY LINE EXISTING CENTERLINE PROPOSED CENTERLINE EXISTING RIGHT OF WAY LINE PROPOSED RIGHT OF WAY LINE EXISTING EASEMENT PROPOSED EASEMENT EXISTING ACCESS CONTROL LINE PROPOSED ACCESS CONTROL LINE MEASURED DIMENSION COMPUTED DIMENSION RECORDED DIMENSION EXISTING BUILDING APL IRON PIPE OR ROD FOUND "MAG" NAIL SET CUT CROSS FOUND OR SET 5 / 8" REBAR SET T3 T2 T1 BT3 BT2 BT1 SET 5/8 INCH COLORED PLASTIC CAP BEARING SURVEYORS REGISTRATION NUMBER. IRON ROD FLUSH WITH GROUND TO TIE FOUND IRON STAKE IDENTIFIED BY THESE STAKES REFERENCE FOUND OR SET MONUMENTATION. MENTATION. THESE STAKES, IN CULTIVATED AREAS, REFERENCE FOUND OR SET MONU- STAKING OF PROPOSED RIGHT OF WAY.SET DIVISION OF HIGHWAYS SURVEY DATA AND SURVEYORS REGISTRATION NUMBER. MARKER TO MONUMENT THE POSITION SHOWN. IDENTIFIED BY INSCRIPTION SURVEYORS REGISTRATION NUMBER. FOUND IRON STAKE. IDENTIFIED BY COLORED PLASTIC CAP BEARING BURIED 5/8 INCH IRON ROD 20 INCHES BELOW GROUND TO TIE SCALE: 1"= 50' GRAPHIC SCALE FEET STAKING OF PROPOSED RIGHT OF WAY IN CULTIVATED AREAS. SURVEYORS REGISTRATION NUMBER. SURVEY MARKER POSITION IDENTIFIED BY COLORED PLASTIC CAP BEARING BURIED 5/8 INCH METAL ROD 20 INCHES BELOW GROUND TO MARK FUTURE PERMANENT SURVEY MARKER, I.D.O.T. STANDARD 2135 (TO BE SET BY OTHERS) RIGHT OF WAY STAKING PROPOSED TO BE SET PART OF THE OF SECTION , TWP. N., R. E. OF THE 3RD. P.M., IN COUNTY, ILLINOIS. WILL R-91-012-2006-00040-00-FP 1" = 50' 50'0 MICHAEL E. MIZEUR CMT, INC. 035-003638 ILLINOIS MINIMUM STANDARDS FOR A BOUNDARY SURVEY. THIS PROFESSIONAL SERVICE CONFORMS TO THE CURRENT LICENSE EXPIRATION DATE: ILLINOIS PROFESSIONAL LAND SURVEYOR NO. 11-30-2020 PROPOSED TEMPORARY EASEMENT AREAS SHOWN ON THIS PLAT ARE GROUND. SHOWN BY THE COMBINATION FACTOR OF 0.99995223. "GROUND". TO OBTAIN GROUND DISTANCES, DIVIDE GRID DISTANCES ALL MEASURED AND CALCULATED DISTANCES ARE "GRID" NOT AMERICAN DATUM OF 1983 (2011 ADJUSTMENT) "GRID". THE ILLINOIS STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH COORDINATES, BEARINGS & DISTANCES SHOWN HEREON REFERENCE ALL DIMENSIONS ARE MEASURED UNLESS OTHERWISE SPECIFIED. NOTES: PRELIMINARY LOCATIONSEALROYEVR US DN AL LANOISSE FORPSIONILLI FO ETA TS**035-003638 MIZEUR MICHAEL E. ILLINIOS SPRINGFIELD, 143RD STREET (FAU 0380) AC SCALE: WILL WILL A.D. 20 DAY OF , ILLINOIS THIS DATED AT 184-000613 TRANSPORTATION, STATE OF ILLINOIS. TO ENABLE THE SURVEY TO BE RETRACED, MADE FOR THE DEPARTMENT OF POSITIONS SHOWN THEREON AND THAT THE MONUMENTS ARE SUFFICIENT FOUND AND ESTABLISHED ARE OF PERMANENT QUALITY AND OCCUPY THE THE PLAT CORRECTLY REPRESENTS SAID SURVEY, THAT ALL MONUMENTS COMPLETE AS SHOWN TO THE BEST OF MY KNOWLEDGE AND BELIEF, THAT COUNTY, THAT THE SURVEY IS TRUE AND PRINCIPAL MERIDIAN, EAST OF THE THIRD NORTH, RANGE , TOWNSHIP IN SECTION ,) HAVE SURVEYED THE PLAT OF HIGHWAYS SHOWN HEREON PROFESSIONAL DESIGN FIRM LAND SURVEYING CORPORATION, NUMBER AN ILLINOIS PROFESSIONAL LAND SURVEYOR, (WE, , AN ILLINOIS THIS IS TO CERTIFY THAT I, COUNTY OF ) )SS STATE OF ILLINOIS ) 36 9 BOUNDARY LINES CRAWFORD MURPHY & TILLY, INC. (630) 820-1022 AURORA, ILLINOIS 60504 550 NORTH COMMONS DRIVE, SUITE 116 RIGHT OF WAY FOUND 580 575 570 565 560 555 3T6N E9R 20+00 25+00 30+00 35+00 40+00 400 405 4 1 0  Copyright CMT,License No. 184-000613 Appendix 24 - 157 IL RTE 591NN0001 1NN0002 US RTE 30 143RD ST /IL RTE 59143RD STREET PARCEL 1NN0013 TOTAL HOLDING PARCEL 1NN0005 TOTAL HOLDING 143RD STREET 143RD STREET IL ROUTE 126 1NN0013 NAPERVILLE RD PARCEL 1NN0014 TOTAL HOLDING IL ROUTE 126 143RD STREET 1616 1NN0014 1NN0001, 1NN0002 & 1NN0022 TOTAL HOLDING PARCEL FOR 1NN0022 1NN0005 IL RTE 59 / US RTE 30 DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS SCHAUMBURG, ILLINOIS 60196 201 WEST CENTER COURT BUREAU OF LAND ACQUISITION REVISION DATE: / / REVISION MADE BY: STA.TO STA. SHEET OF LIMITS: SECTION: COUNTY: JOB NO.: SHEETSSCALE: N/A IDOT USE ONLY PLAT OF HIGHWAYS 2 143RD STREET (FAU 0380) CRAWFORD MURPHY & TILLY, INC. (630) 820-1022 AURORA, ILLINOIS 60504 550 NORTH COMMONS DRIVE, SUITE 116 06-00040-00-FP WILL R-91-012-20 515 510 505 500 3390+00 3395+00 3400+00 3405+00 3410+00 530 525 520 515 3395+00 3400+00 3405+00 3410+00 580 575 570 565 560 555 550 545 540 535 530 3T6N E9R 3T6N E9R 715+00 720+00 725+00 30+00 35+00 40+00 45+00 50+00 400 405 41 0 580 575 570 565 3T6N E9R 30+00 35+00 40+00 45+00 50+00 4 1 0  Copyright CMT,License No. 184-000613 Appendix 24 - 158 Project Program InformationPage 1 of 4D1 PI0004 (Rev. 01/15/20)Revision NumberPrinted 03/08/217Cost Increase:FYforAmendment/Supplement: #NoYesFederally FundedLocal Agency / Project InformationDetailed Project DescriptionNew roadway extension (including bridge) for 143rd Street from ILL 59 to ILL 126KaneVariousCookMcHenryLakeDuPageWillRegional CouncilWill Council of Mayors transportation@wcgl.orgCounty: Local AgencyVillage of PlainfieldDUNS034083329Local Agency TIN36-6006048GATA Registration684970Illinois Representative District(s)97Federal Congressional District(s)14Construction Contract No.Design Approval Date12/17/14MFT Section Number06-00040-00-FP SAM Cage Code5JUZ7 Non-Participating ItemsNon-Participating CostLocal LetState LetTarget Letting Date11/05/21Estimate of Const. Cost $42,632,000.00Administrator EmailProgram AdministratorBridge Project PMScott ThreewittSubregional CouncilWill County, (815)254-7700Contact / General InformationLocal Agency OfficialMichael P. CollinsTitleVillage PresidentLocal Agency Phone(815) 230-2030Zip CodeStateILCityPlainfieldLocal Agency Address14400 S. Coil Plus DriveIDOT Design EngineerCarmen RamosPhaseConsultant Company NameCMTLocal Agency Project ContactRandall JessenConsultant Contact PersonCharles "Tice" ColeConsultant Company TIN37-0844662SRTS NumberHPP Bill NumberITEP NumberTIP ID Number12-06-0013Consultant Contact Phone(630) 907-7059Consultant Contact Emailccole@cmtengr.comIDOT MFT EngineerKevin.Stallworth@illinois.govBridge PM Emailsthreewitt@goplainfield.comLocal Agency Emailrjessen@goplainfield.comAppendix 24 - 159 Page 2 of 4D1 PI0004 (Rev. 01/15/20)Printed 03/08/21Funding TypeFundPercentFundPercentSurface Trans Pgm Urban (STU)80/20Other [ARA, TEA-21, (HPD), HSR, MBR, RRP, TIGER]80/20Project Location(s)Key RouteFunctionalStreet NameList termini west or north limit, followed by the east or south limit. Provide GIS Station in decimal miles Getting Around IllinoisDesignationClassificationProject Length (miles)1.3from/atStation 0.00toStation 0.00903505-Major Collector143rd StILL 592.20IL 1263.55Programming of Projects for Add Lanes and Resurfacing Improvement TypesImprovement TypeLength (miles)Street Namefrom/atStation 0.0toStation 0.00Transportation Asset Management Plan (TAMP) Information - Bridge InformationBridge Improvement TypeMaintenance Type for Bridge ImprovementFacility CarriedFacility CrossedStation 0.00BCCExisting Structure #Proposed Structure #143rd StDuPage River1099-6006US 30 / 143rd StWest Norman Drain5099-3364IL 126Material Service Road5099-2010Add RowWork Type Classification CodesProgram Classification Codes (PCL)J21 - Competitive FreightMaintenance Type PCL J18 & J23Fund Type Code(s)Improvement Type(s)Fund Type Code(s)Improvement Type(s)Structure (ST)New Construct-STRCRoadway (RD)New Construct-RDWYStructure (ST)Bridge WideningRoadway (RD)New Construct-INTRoadway (RD)DrainageAdd RowAppendix 24 - 160 Page 3 of 4D1 PI0004 (Rev. 01/15/20)Printed 03/08/21Project Funding TableState Job NumberFederal Project NumberFederal Fiscal YearState Fiscal YearEst. Total CostFederal ParticipationLocal ParticipationState Participation *P $2,648,000.00 $0.00 $2,648,000.00 $0.00D91407-09M-9003(237)20162016 $4,759,727.00 $2,744,000.00 $2,015,727.00 $0.00R91012-20IHHD(498)20202020 $9,992,500.00 $5,446,400.00 $4,546,100.00 $0.00C91431-08NI5S(589)20222022 $42,632,000.00 $31,933,985.00 $10,698,015.00 $0.00Construction Engineering20222022 $3,920,000.00 $2,320,000.00 $1,600,000.00 $0.00Multi-Phase AgreementYesNoTypeBi-PhaseTri-PhaseConstruction only - Check box for all that applyMaintenance / Jurisdiction InformationWork on IDOT Right of Way YesNoIf "Yes" select Type of work on IDOT or other LPA ROWEmergency Vehicle Preemption (EVP) Traffic SignalNewmodificationcombination polesStreet LightsNewmodificationornamentalSidewalks Newmodificationdecorative Bike PathNewmodificationdecorativeRetaining WallNewmodificationdecorativeOtherNewmodificationRailroad Agreement YesNoIntergovernmental AgreementYesNoDivision of CostFund TypePhase Federal Participation $LPA required match $LPA only $State Participation $-Surface Trans Pgm Urban (STU)PE Ph2 $2,744,000.00 $686,000.00 $1,329,727.00 -Surface Trans Pgm Urban (STU)CON $1,756,000.00 $439,000.00 $904,839.33 -Surface Trans Pgm Urban (STU)CON $9,849,985.00 $2,462,497.00 $904,839.34 -Other [ARA, TEA-21 (HPD), HSR, MBR, RRP, TIGER]CON $20,328,000.00 $5,082,000.00 $904,839.33 -Surface Trans Pgm Urban (STU)ROW $5,446,400.00 $1,361,600.00 $3,184,500.00 -Surface Trans Pgm Urban (STU)CE $2,320,000.00 $580,000.00 $1,020,000.00 Add RowDate Completed09/28/20Date Revised09/22/20Date SubmittedAppendix 24 - 161 Page 4 of 4D1 PI0004 (Rev. 01/15/20)Printed 03/08/21CommentsMaximum FHWA (STU) Participation 80% NTE $4,500,000 Maximum National Highway Freight Program Funds (Illinois Comp. Freight Program) Participation 80% NTE $20,328,000 Maximum FHWA (STU) Shared STP 80% NTE $17,184,210 Appendix 24 - 162 D1 PI0004 (Rev. 01/15/20)Printed 03/08/21 Appendix 24 - 163 D1 PI0004 (Rev. 01/15/20)Printed 03/08/21 Bridge Category Codes BCC Description 1 New 2 Replacement 3 Rehabilitation 4 Repair 5 Other Bridge Work Appendix 24 - 164 143rd Street Extension (IL 126 Jurisdictional Transfer) Project Location 143RD ST143RDST Lockport Street Airport Rd 135th ST Ridge RdSteiner RdWallin DrVan Dyke RdFormerly US 30 Lockport Street IDOT Takes Jurisdiction (Proposed IL 126)Plainfield Takes Jurisdiction Appendix 24 - 165 Page 1 of 5 IDOT DISTRICT 1 MEETING MINUTES CMT No. 18024201.00 Project: Village of Plainfield 143rd Street Extension – Phase I CMT No.: 18024201.00 Section No.: 06-00040-00-FP Project No.: M9003 (273) Location: WebEx Video Conference Date: December 1st, 2020 Attendees: NAME REPRESENTING PHONE NUMBER EMAIL Anthony J. Quigley IDOT Anthony.Quigley@illinois.gov John A. Baczek IDOT John.Baczek@illinois.gov Kevin D. Stallworth IDOT kevin.stallworth@illinois.gov Brian M. Carlson IDOT Brian.Carlson@illinois.gov Omolara R. Johnson IDOT Omolara.Johnson@illinois.gov Sheila Derka IDOT Sheila.Derka@illinois.gov Allen Persons Village of Plainfield apersons@goplainfield.com Randy Jessen Village of Plainfield rjessen@goplainfield.com Scott Threewitt Village of Plainfield sthreewitt@goplainfield.com Charles “Tice” Cole CMT 630.907.7059 ccole@cmtengr.com Roger Driskell CMT rdriskell@cmtengr.com Distribution: (transmitted via email on December 10, 2020) Attendees Please review the attached minutes, if our understanding of the information exchange as presented in these notes is different from yours kindly inform us so we can revise accordingly. Should we not here from you within one (1) weeks’ time we will consider these notes correct as presented. Signed Charles “Tice” Cole, PE, PTOE Appendix 24 - 166 Village of Plainfield 143rd Street Extension Phase I IDOT District 1 Meeting Minutes Date: December 1, 2020 Page 2 of 5 CMT No. 18024201.00 A meeting was held with members of IDOT, The Village of Plainfield, and CMT on December 1st, 2020 via a WebEx video conference. The meeting began at 10:00am. 1. Introductions Allen introduced the members of the Village/CMT Team. Tony introduced the IDOT personnel in attendance. 2. Meeting Purpose / Project Overview Allen discussed the nexus of three state routes, including US 30, IL 59 and IL 126, converging in Plainfield. 3. Project Importance Presentation Script, presented by CMT We have discovered many project benefits, not only going through the Purpose & Need for the project, but also preparing various grant applications including INFRA and BUILD. Safety benefits include removing freight traffic from the at‐grade crossing of IL 126 at the CN Railway, and removing traffic from overloaded IL 59 intersections that have crash rates significantly higher than average. From a capacity standpoint, the congestion experienced along IL 59 and across IL 59 at IL 126 will be partly relieved by this project. The connectivity benefits will improve travel times for regional, local, and freight traffic. Even with the project cost increase from the alignment shift out of the ComEd transmission corridor, the project still has a high benefit cost ratio at over 3, based upon the latest INFRA debrief with USDOT. Comparing this project to other local projects in the Chicago Metropolitan area, this project finished 2nd out of all the projects that submitted for the Shared STP program. The shared fund was established to support larger‐scale regional projects that address regional performance measures. The project finished 2nd due to its regional transportation impact, support of regional planning factors, and project readiness. 4. Project Costs and Funding The current cost of the project stands at $64.1M, this includes the latest appraisal work that was recently completed and submitted to IDOT. There is a total of $42.4M of federal funds, approximately 66% of the project. That includes the Shared STP funds previously described, local STP funds designated by the Will County Governmental League (WCGL), and a significant chunk of funding from Illinois Competitive Freight. Of the $21.7 million in local project funding, the Village has already expended nearly $3M to date and has saved a significant amount in preparation for the land acquisition and construction. We have had discussions in the past regarding the State contribution to the project for the state routes at both ends of the corridor improvement, and we can follow up with those discussions early next year, but for now we would like to get focused on getting land acquisition accelerated to keep funds that are already designated to the project. Appendix 24 - 167 Village of Plainfield 143rd Street Extension Phase I IDOT District 1 Meeting Minutes Date: December 1, 2020 Page 3 of 5 CMT No. 18024201.00 5. Project Improvements / Challenges As we describe the project overall and highlight some of the major features and challenges, let’s first take a look at the structures. In the west half, we have an extension of the box culvert conveying the West Norman Drain under 143rds Street / US 30. The major structure in the project is the nearly 1000‐foot -long bridge of new 143rd Street over the DuPage River and its floodway. For intersections, this will create a new east leg to the existing signalized intersection of IL 59 at 143rd Street. There will also be intersection improvements on each of the approaches to the intersection. At Naperville Road, this project will create a new intersection that will be signalized. At the northeast corner of IL 59, a storage facility will be impacted. Initial conversations with the owner indicate that it will likely end up being a full take for the property, a business displacement, and relocations of approximately 400 storage units. The relocations of these storage units are part of the urgency of the land acquisition focus we are presenting today. Moving on to the east half of the project and continuing regarding land acquisition, there are 2 single family residential displacements and relocations that are full takes at the northeast corner of Naperville Road. There is one undeveloped corner parcel at the northeast corner of IL 126 that will also be a full take. Overall, there are 23 Land Acquisition Takes. There are two other structures in the eastern half of the project including a nearly 2000-foot-long area of embankment fill with a retaining wall on top through Fletcher Lake. There is also an extension of an underpass of IL 126 that provides access for the fishing club between the two lake properties they own at this location. Lake replacement will be constructed in the southwest and southeast corners of Fletcher Lake within the club property. The existing intersection of IL 126 at 143rd Street will be relocated further north for the corridor. This existing unsignalized intersection will have a new fourth leg to the west and will have signalization introduced as part of the improvement. 6. Items Completed or Near Completion For the Phase I Addendum, many of the studies have been completed or soon will be. The items in bold on the attached presentation are complete and/or approved. Some of the more critical items include the wetlands clearance. IDOT Central Office is waiting on IDNR to concur with IDOT’s wetlands evaluation. Upon finalization of the wetland clearance, we can determine and coordinate the use of Forest Preserve District of Will County wetland mitigation sites and then officially submit the regional permit to USACE. Another Phase I addendum item is the TS&L reviews, we prioritized the river bridge with the TS&Ls and Hydraulic Report. The TS&L was submitted a year ago and the approved hydraulic report was forwarded to BBS in August. We need TS&L comments on the river bridge to begin Phase II plan preparations. With only 5 months between now and prefinal plans, the structural design is beginning to put a strain on the schedule. For the Phase II, in general, we are approximately 80% of the original budget for the original alignment and need the supplement approved to continue Phase II work. Once the structural engineers begin design, the budget burn rate will increase. For land acquisition, we have diligently worked with IDOT to get everything lined up for offer letters to go out. The most critical item in the project right now is the ROW funding agreement and the federal authorization associated with it. It is our understanding that the ROW funding agreement is at the central office of BLRS. We recently received the executed ROW agreement with the District and we are working with Joy Gustafson on IDOT’s review of the recent appraisal work. Appendix 24 - 168 Village of Plainfield 143rd Street Extension Phase I IDOT District 1 Meeting Minutes Date: December 1, 2020 Page 4 of 5 CMT No. 18024201.00 7. Outstanding Items for Approval There are a number of outstanding items for the Phase I Addendum approval but I wanted to bring attention to the additional public information meeting required by IDOT as a result of the FHWA Coordination meeting held in October of 2020 (FHWA stated there was not a warrant for an additional public meeting based upon the federal process and left the decision up to IDOT). If Design Approval is required for final PS&E in July, then we would need design approval by June. A public information meeting would need to be held in May to be able to document it in the PDR and submit for signatures. At the FHWA coordination meeting they said to finish all the studies before holding this one last public involvement activity for the federally approved CE. This would require that all these outstanding geometrics, traffic, hydraulics, and structural approvals be complete by March or April. Of all the various disciplines, the only approvals we are concerned with is structural, based on the turnaround times to date on the project. 8. Schedule For the schedule, in Gantt chart form, we are showing the June design approval for the Phase I addendum, a September ROW certification for land acquisition, and a July submittal of Final PS&E for a November 2021 letting. Construction is planned for 2022 and 2023 based on the size of the project. As the funding relates to this schedule, the Village has funded the Phase I study addendum. There are $5.4M in Shared STP funds programmed for ROW in the 2020 federal fiscal year. The Village has secured a 6‐month extension for those federal fiscal year funds, but we are already two months into that extension. If we do not get the ROW funds obligated, then CMAP could pull those funds. If those Shared STP ROW funds are pulled, then Shared STP Construction funds are also pulled. It is not just potentially losing the $5.4 million, it could result in losing another $12.2 million on top of that. $17.6 million lost is 27% of the project funding. Phase II is partially funded with local STP funds and as previously mentioned we are waiting for that approval. A large portion of that fee is the negotiations and relocations work, so not only would Phase II be delayed, but land acquisition will also be delayed without that approval. To bottom line what is currently needed and urgent, it is the ROW funding and the Phase II supplement funding agreements. After IDOT executes those, then the Village can take the agreements to the Village Board for approval and offer letters can begin to go out. 9. Open Discussion / Questions IDOT asked about the public response. CMT stated that while all stakeholders agree that there are transportation problems, the people that are affected, and some people that are not directly affected, are against the project. The most recent FHWA coordination meeting was held in direct response to a concerned stakeholder reaching out directly to IDOT. IDOT and FHWA reviewed and had no comments on the stakeholder comment responses prepared by the Village and CMT for the concerned stakeholder. The Village has not received any further correspondence from the stakeholder at this time. IDOT asked about the project funding as it related to the State contribution. The Village/CMT stated they would follow up after this meeting with a request with the latest cost and funding numbers. Appendix 24 - 169 Village of Plainfield 143rd Street Extension Phase I IDOT District 1 Meeting Minutes Date: December 1, 2020 Page 5 of 5 CMT No. 18024201.00 IDOT asked about the jurisdictional transfer. The Village stated that jurisdictional transfer discussions could be delayed to another meeting in the future, for now the Village wants to focus on getting the land acquisition negotiations initiated. IDOT D1 Engineer asked to be kept up to date on when the agreements are returned to IDOT for processing. IDOT asked for another status meeting be held in the March 2021 timeframe. The meeting was adjourned at approximately 10:30 am. Appendix 24 - 170 Page | 1 AGENDA 143rd Street Extension (IL 59 to IL 126) Village of Plainfield IDOT District 1 Meeting Project Status Update December 1, 2020 @ 10:00 a.m. WebEx Video Conference 06-00040-00-FP Topic: Meeting Notes: Introductions Meeting Purpose • Project Overview • Grants and Schedule • Outstanding Approvals Project Overview • Project Limits • IL 126 Reroute • Future Jurisdictional Transfer Project Importance • Travel Times • Freight • Safety • Congestion • Downtown Streetscape • Economic Development Project Costs and Funding • $64.1M costs • 66% federal funding • $20.3 ICF • $4.5M STP • $17.6M Shared STP • State Funding TBD • Village Funding Appendix 24 - 171 Page | 2 Project Improvements / Challenges • Intersections • Structures • Lake Replacement Items Completed or Near Completion • Wetland Mitigation (IDNR) • IDS / PnPs / Exceptions • Final LDS • Hydraulic Report West Norman Drain Outstanding Items for Approval • ROW Agreement execution • ROW Funding Agreement (Shared STP) • Phase II Supplemental Agreement (STP) • TS&L Reviews Schedule • Phase I Addendum • Land Acquisition • Phase II • Phase III • Funding Open Discussion / Questions Appendix 24 - 172 143rdStreet ExtensionIL 59 to IL 12606-00040-00-FPStatus MeetingIllinois Department of Transportation District OneTuesday, December 1, 2020Illinois Department of TransportationAppendix 24 - 173 IntroductionsIllinois Department of TransportationAppendix 24 - 174 " Present Project Overview" Review Grants and Schedule" Identify Outstanding ApprovalsMeeting PurposeIllinois�Department�of�TransportationAppendix 24 - 175 143rdStreet ExtensionProject Location143RDST143RDSTLockport StreetAirport Rd135thSTRidge RdSteiner RdWallin DrVan Dyke RdFormerly US 30Lockport StreetAppendix 24 - 176 Project Importance•Project BenefitsRemove freight traffic from at-grade rail crossings and downtown PlainfieldImprove safety at two IL 59 intersections and along IL 126 from IL 59 to 143rdStAlleviate congestion of IL 59 and Main StreetImproved travel times for freight to the NHSReduce travel times from rural Kendall County and Plainfield to/from I-55Improve connectivity and network mobility between rural Kendall County and employment opportunities and services in PlainfieldSupport planned economic development along the 143rdStreet corridorEnhance the development of a multi-modal downtownReduce fuel consumptionImprove air quality through reduced emissions•Benefit / Cost Ratio over 3 (per USDOT INFRA ‘20 Debrief)•Ranked 2ndin CMAP Shared STP Program (FFY 2020-2024)Appendix 24 - 177 Costs and FundingConstruction, $42.6 Land Acquisition, $10.0 Design Engineering, $4.8 Construction Engineering, $3.9 Preliminary Engineering and Appraisals, $2.8 CostsFederal ‐Illinois Competitive Freight, $20.3 Federal ‐STP Shared, $17.6 Federal ‐STP Local, $4.5 Local ‐Plainfield and State (TBD), $21.7 FundingTotal Cost = $64.1 million66%Appendix 24 - 178 Overall Project (West Half)West Norman DrainCulvert Extension1000’ Bridge over DuPage RiverIL 59 Intersection ImprovementsNew Intersection at Naperville Road with Traffic Signal1 Business Displacement; 400‐unit Storage Facility RelocationAppendix 24 - 179 Overall Project (East Half)Underpass Culvert ExtensionEmbankment and Retaining Wall thru Fletcher LakeIntroduce Signal Control and Improve IL 126 IntersectionLake ReplacementLake Replacement2 Single‐Family Residential Displacements and RelocationsFull TakeAppendix 24 - 180 Items Completed or Near CompletionPhase I AddendumPhase II DesignLand AcquisitionSection 4f – Plainfield Park DistrictUSACE Preapplication Meeting and Updated Jurisdictional DeterminationPlats and LegalsNoise AnalysisPhase II Supplement Agreement (Funding STP Local)Appraisals and Review AppraisalsIDS, PnPs, Design ExceptionsInitiate SUE work for Utility CoordinationROW Agreement (IDOT – Village)Clearances:  Special Waste, Cultural, Biological, Wetlands (IDNR)USACE Regional Permit Submittal ROW Funding Agreement (Shared STP)Final LDS, PBDHRs (River Bridge, West Norman Drain)FPDWC Wetland Mitigation Sites IDOT Appraisal Review and ApprovalTS&L ReviewsInitiate Structural PlansOffer LettersAppendix 24 - 181 Outstanding Items that Require ApprovalPhase I AddendumPhase II DesignLand AcquisitionHydraulic Report Approval(West Norman Drain)Phase II Supplement Agreement (Funding STP Local)ROW Funding Agreement (Shared STP)Final LDSIDOT Appraisal Review (underway)TS&L Reviews (3 of 4 structures)IDS, PnPs, Design ExceptionsFinal PDRRequired Public Info Meeting (May ’20 at latest) after studies approvedDesign Approval (Jun ’20 at latest)Fed‐Approved CEAppendix 24 - 182 Schedule20192020202120222023Phase I Study AddendumDesign ApprovalPhase IIIConstructionPhase IILand AcquisitionSep ‘21 ROW CertificationNov ‘21 LettingPhase II DesignJul ‘21 Final PS&EAppendix 24 - 183 Funding ScheduleFFY 2019 FFY 2020 FFY 2021 FFY 2022 FFY 2023Phase I Study AddendumJun ‘21 Design Approval (Latest)Nov ‘21 Letting$2.7M STP ‐Local$12.2M STP ‐Shared$20.3M ICF$1.8 STP ‐Local$5.4M STPSharedMar ‘21 –6‐month obligation extension to FFY ‘20Jul ‘21 Final PS&EAppendix 24 - 184 Urgent Action ItemsIDOT Execute ROW IGA (Village has already executed)1IDOT Execute ROW Funding Agreement (Shared STP)2IDOT Execute Phase II Supplement Agreement(STP Local)3Plainfield Execute ROW Funding and Phase II Supplement Agreement4Appendix 24 - 185 Thank you.Questions?Illinois Department of TransportationAppendix 24 - 186