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Project Development Report-Volume1
March 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 1 of 8 Narrative Appendices 1 thru 8 Will County Plainfield Section 06-00040-00-FP Project NI55(589) 143rd Street extension On March 11, 2021, the Federal Highway Administration granted Categorical Exclusion Approval for the subject project. A copy of the FHWA’s formal e-mail response is included in the back of the Project Development Report (PDR). The project design is approved this date. A link to the full report will be sent via the State of Illinois large file transfer site. Please be aware that the link is valid for 10 downloads or 7 days, whichever comes first. A copy of the report has been uploaded to the BLRS WMFT database under the documents folder for the project. Engineer of Local Roads and Streets By: Gregory S. Lupton, P.E. Local Project Implementation Engineer Attachment Memorandum _____________________________________________ To: Anthony Quigley, Dist. 1 Attn: Charles Riddle From: George A. Tapas Subject: Approved Project Development Report Date: March 25, 2021 _______________________________________________________________ 1 Raffensperger, William From:Pantoja, Irene (FHWA) <irene.pantoja@dot.gov> Sent:Thursday, March 11, 2021 9:39 AM To:Raffensperger, William Cc:Rogers, John (FHWA) Subject:[External] RE: Will County Section 06-00040-00-FP Request for Federal Categorical Exclusion Approval Bill, After reviewing the project information provided, FHWA has determined that the project 143rd Street East Extension, Section 06-00040-00-FP will not have any significant impacts on the human environment and approves its designation as a categorical exclusion on March 11, 2021. Let me know if you have any questions. Regards, \ÜxÇx ctÇàÉ}t \ÜxÇx ctÇàÉ}t \ÜxÇx ctÇàÉ}t \ÜxÇx ctÇàÉ}t Transportation Engineer, D-1 Federal Highway Administration 3250 Executive Park Drive Springfield, IL 62703 217-492-4628 “Courage is not having the strength to go on; it's going on when you don’t have the strength”.- Theodore Roosevelt from: Raffensperger, William <William.Raffensperger@illinois.gov> Sent: Wednesday, March 10, 2021 12:44 PM To: Pantoja, Irene (FHWA) <irene.pantoja@dot.gov> Cc: Rogers, John (FHWA) <john.rogers@dot.gov> Subject: Will County Section 06-00040-00-FP Request for Federal Categorical Exclusion Approval CAUTION: This email originated from outside of the Department of Transportation (DOT). Do not click on links or open attachments unless you recognize the sender and know the content is safe. Ms. Pantoja – There is an improvement in Will County, Village of Plainfield, Section 06-00040-00-FP. Please see the attached location map. This project was taken to coordination meetings on 9/18/2018 and 10/6/2020 at which the FHWA and IDOT determined that the project would be processed as a Federal Approved Categorical Exclusion. A copy of the meeting minutes is attached for your convenience. 2 Background information: The subject project received original phase 1 design approval in December 2014. The original scope of work was new construction (extension of 143rd St. form IL 59 to IL 126 within ComEd ROW). The project was given a Group II Categorical Exclusion (Federal Approved CE) on the assumption that ComEd’s would concur for the work within ComEd ROW. Since the design approval, Plainfield applied for and was awarded competitive freight funding. Upon notification that Plainfield was proceeding with the project on ComEd ROW, the utility decided that the proposed roadway could not be constructed on their ROW. As a result of ComEd’s decision, Plainfield had to redesign and relocate the roadway north of ComEd ROW. Plainfield has recently informed IDOT that design approval must be granted by March 31, 2021 to avoid losing approximately $18 million of construction funding. Project Scope: • The project proposes to construct a new 4 lane roadway, with an urban typical section, on a new alignment from IL 126 to IL 59. Additional work includes new signalized intersections, retaining walls, storm sewer, raised median, street lighting, landscaping, noise walls, bridge to carry 143rd Street over the DuPage River, compensatory storage, and other work necessary to complete the project. SN 099- 3364 will be extended with a cast in place triple box culvert. Utilities will be relocated as required. • The total project length is approximately 2.08 miles (11,000 feet). • SN 099-4638, carrying IL 59 over West Norman Drain has the following ratings: o Sufficiency: 100 o Inventory: 1.615 (58) o Operating: 2.690 (96) • SN 099-3364, carrying US 30 (143rd St west of IL 59) over West Norman Drain has the following ratings: o Sufficiency: 100 o Inventory: 1.000 (36) o Operating: 1.665 (59) • The roadway work zone on existing roads will be protected using the applicable traffic control measures for stage construction to maintain two-way traffic at all times. That portion of the project which is the construction of the new roadway on the new alignment will be protected using traffic control measures for a closed road. • Traffic counts: Roadway Current 2050 IL 59 37,000 - 39,125 40,600 – 42,900 Naperville Road 6312 6,700 – 11,500 IL 126 16,372 – 17,587 18,100 – 24,400 Proposed 143rd St 14,100 – 17,500 • Surround land use: commercial, residential, recreational • TIP # 12-06-0013 The following are the environmental issues and dates for this project: • Approximately 11.4 acres of trees will be removed. • ROW and Easements are required for this project o 26.163 acres of additional right of way (23 parcels) o 4.147 acre of permanent easements (4 parcel) o 16.076 acres of temporary easements (21 parcels) o 30 property owners are affected. o There are 3 displacements 2 residential 3 1 commercial. • Section 4(f) De Minimis – FHWA approval 10/8/2020. Affected Section 4(f) properties: o Planned DuPage River Trail extension located adjacent west of the DuPage River in the Village of Plainfield. OWJ - Plainfield Park District owned by the Village of Plainfield. • Cultural resource clearance – 4/1/2020. IDOT qualified staff determination: no historic property affected. • Natural resources review – 11/2/2020 Addendum D. Note: Addendum D with the covers the entire project area. o Wetlands were delineated within project limits. Temporary impacts total 2.005 ac. and shall be mitigated via restoring original contours and re-seeding with native wetland species. Permanent wetland impacts total 3.55 ac. On site mitigation for permanent impacts to Fletcher Lake totals 2.71 ac. In-basin banking mitigation for the remaining permanent impacts to Fletcher Lake plus permanent impacts to the other wetlands totals 5.917 ac. The in basin banks proposed to be used are Neal Marsh Wetland Mitigation Bank and/or Mill Creek Wetland Mitigation Bank, both in the Des Plaines River and Lake Michigan Tributaries IWPA drainage basin, as is the project. Total wetland mitigation is 8.627 ac. . o Illinois Natural Heritage Database contains the following records listed T&E species in the vicinity of the project. Black-crowned night heron IDOT qualified staff determined that there was no suitable habitat for this species and there would be no adverse effect. Consultation closed. o A review of the USFW Service list of endangered, threatened, proposed and candidate species and proposed and designated critical habitat determined that listed species and critical habitat may be present for the following species: Northern long-eared bat (NLEB), Eastern massasauga, sheepnose mussel, Hine’s emerald dragonfly, lakeside daisy, leafy prairie-clover, Mead’s milkweed, and Eastern prairie fringed orchid (EPFO). o After reviewing applicable USFWS guidance, and in the professional opinion of the BDE Natural Resources Unit, it has been determined that the proposed improvement will not effect on the Federally listed species listed above. • A USACE regional Section 404 permit is required for this project due to instream work and adverse wetland impacts. • According to the PDR: o a PSI will be prepared during the Phase II design for REC sites abutting the project limits. o the project is exempt from COSIM screening. o there is more than one acre of soil disturbance, the NPDES storm water permit requirements will apply. o Noise analysis: Eight common noise environments (CNEs) were evaluated as part of this study. For CNEs 1, 5, 6, 7 and 8, future noise levels for the receptors would not approach, meet, or exceed the noise abatement criteria, or substantially exceed existing noise levels. Because no traffic noise impacts were identified, no abatement measures were considered for these CNEs. Based on modeling results for the represented receptors, traffic noise impacts are predicted for CNEs 2, 3 and 4 and abatement measures were considered. The proposed project is anticipated to have traffic noise impacts, but the noise barriers do not meet IDOT’s feasibility 4 and reasonableness criteria. Due to this, traffic noise abatement measures are not likely to be implemented based on preliminary design. If the project’s final design is different from the preliminary design, IDOT will determine if revisions to the traffic noise analysis are necessary. A final decision on noise abatement will not be made until the project’s final design is approved and the public involvement process is complete. • Public information meeting was held on 9/24/2019 at Plainfield Village Hall. Ninety-one attended. The purpose of the meeting was to obtain comments and information about concerns about the project. Fifty-two written comment were received at the meeting or during the public comment period. There was some opposition to the project. 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 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: o property impacts and property values diminishing o water quality, groundwater, the water tables, wells and septic o wildlife o safety o flooding, erosion control o cost, funding, and schedule o quality of life In the Fall of 2020 there was organized opposition to the project by a stakeholder concerned about potential flooding and noise impacts caused by the project. As a result of this opposition, Plainfield has committed to holding another public involvement activity within 30 days of design approval. • Wetland Impacts Involved Yes The FHWA issued a programmatic Wetland Finding for CEs on October 14, 2015 in compliance with Executive Order 11990, Protection of Wetlands. The Programmatic Wetland Finding is contained in the CE Agreement, available online in the BDE Manual (Appendix A). • Estimated project cost: $64.4 million The following items exceed the thresholds in the Programmatic Agreement for Categorical Exclusions to be considered a State Approved CE: 1. This project requires more than 3 acres of ROW per mile, PA Section V #1 2. This project requires the residential or business relocation, PA Section V #1. 3. This project meets the criteria for a Type 1 project established in 23 CFR Part 772.5 requiring a noise analysis, PA Section V #2. 5 4. This project makes substantial changes in access, access control, or travel patterns. PA Section V #7. Based on the above information, this project will not have any significant impacts on the human environment. Approval of this project as a Categorical Exclusion is requested. William Raffensperger, PE, PTOE, PTP Project Development Engineer Illinois Department of Transportation Bureau of Local Roads and Streets 2300 S. Dirksen Parkway Springfield, IL 62764 O - 217.785.1676 C - 217.720.2787 Hours: 7:00 am to 3:00 pm CDT 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. 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 3/11/20213/25/2021 Printed 3/12/2021 Page 2 of 28 BLR 22210 (Rev. 11/20/13) 1. LOCATION AND EXISTING CONDITIONS a. Location (attach location map to supplement narrative description) The construction limits for the 143rd Street are approximately 1,020-feet west of Illinois Route 59 to 600-feet east of Illinois Route 126. The reconstruction of the intersection with Illinois Route 59 requires pavement widening to accommodate additional turn lanes which extends 685-feet north and 275-feet south of 143rd Street. Reconstruction of Naperville Road will extend 560-feet north and 575-feet south of the new intersection with 143rd Street. Widening of Illinois Route 126 is required to accommodate intersection reconstruction with 143rd Street. Illinois Route 126 construction limits are 900-feet north and 1,185-feet south of 143rd Street. The total project length along 143rd Street is 6,881-feet. A Location map is included in Appendix 1. b. Description of Existing Facility - Give narrative description, including such items as width of travel, parking and turn lanes, sidewalks, alignment, traffic control devices, utilities, jurisdiction, maintenance responsibility, drainage, terrain and current land use (including major public facilities and local landmarks). Attach existing typical sections showing roadway widths, bridge widths, ROW widths, sidewalk widths, guardrail, curb and gutter and surface types. (1) Roadways 143rd Street (West of Illinois Route 59) - The existing section of 143rd Street from the west ends at Illinois Route 59 in a “T” intersection controlled with traffic signals. 143rd Street between Illinois Route 59 and Lincoln Highway is a minor arterial that has been reconstructed in 2006 and 2007 by Will County. Jurisdiction has recently been transferred from Will County to IDOT with the designation of US Route 30 onto 143rd Street between Illinois Route 59 and Lincoln Highway. 143rd Street provides two 12-foot lanes with a 16-foot flush/TWLT median and curb and gutter along the outside edges with no on-street parking. Currently, no sidewalks or bike paths exist along 143rd Street from Lincoln Highway to Illinois Route 59. Land use along 143rd Street between Illinois Route 59 and Lincoln Highway is primarily commercial and industrial properties. Land use west of Lincoln Highway is primarily residential. The Village of Plainfield Public Works and Police Department buildings are located southwest of the Van Dyke/143rd Street intersection. The West Norman Drain flows from north to south and passes under 143rd Street through a triple ≈10’ by ≈8’ concrete box culvert. The West Norman Drain passes under 143rd Street approximately 500 feet west of Illinois Route 59. Underground storm sewer pipes carry runoff eastward from Lincoln Highway to the West Norman Drain. More information about the West Norman Drain Culvert under 143rd Street can be found in the structures section of this report. The existing right of way width of 143rd Street between Lincoln Highway and Illinois Route 59 varies from 100 feet to 130 feet. Gas, water, telephone, and sewer lines can be found within the right-of-way. The posted speed limit is 40 mph. A typical cross section of 143rd Street west of Illinois Route 59 is provided in Appednix 2 – Existing Typical Sections and Plan and Profile. 143rd Street (East of Illinois Route 126) - Approximately 1 mile east of Illinois Route 59, a rural township road (Local Road classification) extending eastward from Illinois Route 126 is identified as 143rd Street. This portion of 143rd Street provides an east-west connection between Illinois Route 126 and the West Frontage Road of Interstate 55. The local road has a 10-ton posted weight limit. The land use along the segment of roadway consists of a residential home, auto salvage yards, auto repair businesses, Septran Bus storage, a farm, and aggregate quarries that have been converted to recreational lakes/ hunting and fishing clubs. The Lily Cache Creek passes under East 143rd Street about 0.65 miles east of Illinois Route 126 in a culvert. The roadway is a two-lane rural cross section. The existing right of way width is 66 feet. The posted speed limit is 45 mph. A vertical curve with substandard vertical curve length exists approximately 207+20 to 207+80 along the road. An aerial electric line and underground telephone line can be found along the southern right-of-way. There is no on-street parking or sidewalks. A typical cross section of 143rd Street east of Illinois Route 126 is provided in Appendix 2 – Existing Typical Sections and Plan and Profile. Printed 3/12/2021 Page 3 of 28 BLR 22210 (Rev. 11/20/13) Roadway Corridor between Project Termini - The land between Illinois Route 59 and Illinois Route 126 that is being considered for the proposed improvements is private property. The proposed alignment would travel through 1 commercial business, 3 residential properties, and sideswipe 1 hunting and fishing club. The 150-foot wide section of land adjacent to the proposed roadway corridor is used for a high voltage overhead electric transmission line. This ComEd property also contains an aerial electric distribution line, underground fiber optic line, and a water main owned by the Village of Plainfield. The DuPage River flows from north to south through the utility corridor between Illinois Route 59 and Naperville Road. Naperville Road, a local collector, crosses northeast to southwest through the middle of the proposed alignment. The posted speed limit is 35mph with 10’ travel lanes in each direction. Naperville Road has 3-4’ HMA shoulders with a 3-4’ aggregate shoulder behind that which starts and stops along the roadway. The Village of Plainfield has jurisdiction over Naperville Road and ROW along the road typically extends from 66’ to 83’ south of the proposed alignment and 83’ to 100’ north of the proposed alignment. No sidewalks or lighting are present along Naperville Road. Land use along Naperville Road are single family residential properties. The corridor between Naperville Road and Illinois Route 126 separates a recreational lake (former quarry) from a residential subdivision. The rear property line of the residential subdivision is the southern boundary of the utility corridor. The northern boundary of the utility corridor is the southern boundary of the lake property that is managed as a private fishing club. A cemetery is located along the east side of Naperville Road and south of the utility property. (2) Intersections 143rd Street and Illinois Route 59 - The existing intersection of 143rd Street and Illinois Route 59 is a three-leg intersection. The horizontal alignment of Illinois Route 59 is in a north-south direction and is nearly perpendicular to 143rd Street. The intersection is controlled by traffic signals with vehicle detector loops. The controller is located in the southwest corner. The Illinois Department of Transportation maintains the signals. There is intersection lighting present at the northwest corner and along US 30/west 143rd Street. No sidewalk is present near the intersection, along Illinois Route 59, or US 30/ west 143rd Street. The north leg of the intersection (Illinois Route 59) is an urban cross section with two 12-foot lanes in each direction separated by an 18-foot raised Type M-2.12 concrete median. The through lanes are bordered by Type B-6.24 combination curb and gutter. The roadway has a 1.5% cross slope. The existing right of way width varies from 120 to 125 feet. The posted speed limit is 45 mph. No parking is allowed on either side of the street. The south leg of the intersection (Illinois Route 59/US Route 30) is an urban cross section with two 12-foot lanes in each direction and one 12-foot northbound left turn lane. The 18-foot median is a Type M-2.12 raised concrete median which tapers to a flush painted median while crossing the bridge above the West Norman Drain. The through lanes are bordered by Type B-6.24 combination curb and gutter. The roadway has a 1.5% cross slope. The existing right of way width varies from 120 feet to 130 feet. The posted speed limit is 45 mph. No parking is allowed on either side of the street. The west leg of the intersection (143rd Street/US Route 30) is an urban cross section. A 16-foot flush painted median separates the one 12-foot westbound receiving lane from the eastbound lanes (all eastbound lanes must turn onto Illinois Route 59). The eastbound lanes include one 12-foot left turn lane and two 12-foot right turn lanes. 143rd Street is superelevated through the horizontal curve west of the intersection at Illinois Route 59. The existing right of way width varies from 100 to 130 feet. The posted speed limit is 40 mph. No parking is allowed on either side of the street. 143rd Street and Illinois Route 126 - The existing intersection of 143rd Street and Illinois Route 126 is a three-leg intersection. The horizontal alignment of Illinois Route 126 is in a northeasterly-southwesterly direction. The horizontal alignment of 143rd Street is in an east-west direction creating a skewed intersection. This intersection is currently unsignalized. 143rd Street is stop controlled at the intersection with Illinois Route 126. The intersection is lighted by a luminaire mounted to a power pole in the southeast corner. Illinois Route 126 is a rural cross section with one 12-foot lane in each direction. Each side of the road is bordered by an aggregate shoulder varying in width from 6 to 10 feet. The roadway cross slope is approximately 2%. The existing right of way width is 100 feet. The posted speed limit is 45 mph. The east leg of the intersection (143rd Street) is a rural section with one 12-foot lane in each direction. Each side of the road is bordered by an aggregate shoulder varying in width from 4 to 10 feet with roadside drainage Printed 3/12/2021 Page 4 of 28 BLR 22210 (Rev. 11/20/13) ditches. The roadway cross slope is approximately 1.5%. The existing right of way width is 66 feet. The posted speed limit is 45 mph. No pedestrian sidewalks or bicycle lanes are provided along any of the approaching roadways. c. Traffic Data Current ADT (2018): 143rd St from Van Dyke Rd to IL 59: 11,134 143rd St from IL 126 to Frontage Rd: 2,383 IL 59 from 143rd St to Hazelcrest Dr: 37,001 IL 59 from Naperville Rd to 143rd St: 39,125 Naperville Rd from IL 59 to 143rd St: 6,312 Naperville Rd from 143rd St to Pilcher Rd: 6,312 IL 126 from 143rd St to I-55: 17,587 IL 126 from IL 59 to 143rd St: 16,372 % trucks: 14.9% 16.0% 5.9% 9.0% N/A N/A 10.0% 10.2% Will 80,000 trucks be legally permitted on this route? Yes No Roadway Segment Design Year: 143rd St from Van Dyke Rd to IL 59 143rd St from IL 59 to Naperville Rd 143rd St from Naperville Rd to IL 126 143rd St from IL 126 to Frontage Rd IL 59 from 143rd St to Hazelcrest Dr IL 59 from Naperville Rd to 143rd St Naperville Rd from IL 59 to 143rd St Naperville Rd from 143rd St to Pilcher Rd IL 126 from 143rd St to I-55 IL 126 from IL 59 to 143rd St 2050 ADT: 19,500 17,500 14,100 8,300 42,900 40,600 6,700 11,500 24,400 18,100 DHV: 1,823 1,458 1,259 676 3,418 3,095 631 1,082 2,294 1,350 % trucks: 14.5% 20.2% 23.9% 14.7% 9.4% 13.2% N/A N/A 9.2% N/A d. Structures - Identify location within the proposed improvement of all structures on attached location map. Attach a copy of the Structure Master Report for all structures within the project limits. Attach a copy of the Bridge Condition Report or the Bridge Deck Resurfacing approval letter for structures to be replaced, rehabilitated, or resurfaced. Structure Number 099-3364: An existing concrete box culvert carrying the West Norman Drain under 143rd Street / US 30 located approximately 500 feet west of IL 59. Structure Number 099-2010: An existing concrete box culvert that carries a private drive under IL 126. The culvert is located approximately 600 feet north if 143rd Street. The Master Structure Reports and Bridge Condition Report approval letters can be found in Appendix4 3. e. Railroads - Identify location of all railroad crossings on attached location map and complete the following: Railroad Name No. and Type of Tracks (Main or Switching) Type of Warning Devices* No. of Trains Per Day Railroad Width of Crossing at Rt. Angles N/A N/A *Include a sketch showing location of railroad protective devices from the edge of roadway and to the nearest track. Printed 3/12/2021 Page 5 of 28 BLR 22210 (Rev. 11/20/13) f. Contiguous Sections - Describe the existing typical sections at each end of the proposed improvement including number of travel lanes, turning lanes and parking lanes, lane widths and roadway width (f-f of curbs or e-e of shoulders), and sidewalk width. US-30 / W 143rd St: Existing typical section at the western limits consist of 1, 16 foot two-way left turn lane with adjacent 12 foot travel lanes in the east west directions. The f-f typical length is 44 feet. Illinois Route 59 South: Existing typical section at the IL-59 south project limits consist of an 18 foot raised median with 2, 12 foot travel lanes adjacent to each side of the median. The f-f dimension is typically 68.6 feet Illinois Route 59 North: Existing typical section at the IL-59 north pr1oject limits consist of an 18 foot depressed concrete median with 2, 12 foot travel lanes adjacent to each side of the median. The f-f dimension is typically 69.6 feet. Naperville Road South: Existing typical section at the southern Naperville Rd project limits consist of 2, 10 foot lanes with outer painted lane lines varying 2-3 feet from the edge of pavement. The typical e-e is 28.3 feet. Naperville Road North: Existing typical section at the northern Naperville Rd project limits consist of 2, 10 foot travel lanes with outer painted lane lines varying 2-3 feet from the edge of pavement. This section has a consistent 2-4 feet aggregate shoulder as well. The typical e-e is 31 feet. Illinois Route 126 South: Existing typical section at the southern IL-126 project limits consist of 2, 12 foot travel lanes in the northeast and southwest directions with 4-9 feet aggregate shoulders on each outer edge of pavement. There is also a 1-2 foot gap of pavement between the traveled way painted lane line and the edge of pavement on each side. The typical e-e is 38.8 feet. Illinois Route 126 North: Existing typical section at the northern IL-126 project limits consist of 2, 12 foot travel lanes in the northeast and southwest directions with 5-9 feet aggregate shoulders on ach outer edge of pavement. There is also a 1-2 foot gap of pavement between the traveled way painted lane line and the edge of pavement on each side. The typical e-e is 38.5 feet. 143rd Street East: Existing typical section at the eastern project limits consist of 2, 10-12 foot travel lanes with no centerline pavement marking. A 1-3 foot aggregate shoulder exists on the outer edges of pavement. The typical e-e is 26.6 feet. 2. Proposed Improvement a. Discuss the purpose and need of the project: Purpose The purpose of the project is to improve mobility and safety along Illinois Route 59 (IL 59) and along Illinois Route 126 (IL 126) through the downtown corridor in the Village of Plainfield, Will County, Illinois by reducing the vehicular travel time and the number of crashes through the corridor. The downtown corridor is defined as the existing IL 126 (Main Street) from Wallin Drive to East 143rd Street and IL 59 from West 143rd Street to Lockport Street. Need The Village of Plainfield and the Illinois Department of Transportation (IDOT) have identified mobility and safety issues in the downtown Plainfield corridor along IL 59 and IL 126. Traffic moving between rural areas and commercial distribution facilities to the west of downtown Plainfield and Interstate 55 (I-55) to the east uses the downtown corridor because the current roadway network lacks a direct connection between the 143rd Street corridor west of IL 59 and I-55. The need for the project is evidenced by a history of increased travel times as a result of congestion and excessive crash rates along the downtown corridor. Travel time is increasing along the corridor due to congestion. Travel times for vehicles moving eastbound to IL 126 at the existing West 143rd Street from IL 59 (a total distance of 1.8 miles) are projected to increase by 113% (7.6 minutes to 16.3 minutes) by 2050, and travel times for vehicles moving westbound through the same corridor are projected to increase by 196% (6.7 minutes to 19.9 minutes) by 2050. Delays at the at-grade Canadian National (CN) rail crossing of IL 126 also impacts travel times within the downtown corridor. According Printed 3/12/2021 Page 6 of 28 BLR 22210 (Rev. 11/20/13) to Illinois Commerce Commission (ICC) data, approximately 29 trains per day utilize this crossing. Based on the current (base year) travel time data, vehicles may be delayed by 83 seconds traveling eastbound and by 9.5 seconds traveling westbound during the worst peak travel hour as a result of the at-grade rail crossing. Average daily traffic (ADT) is projected to continue to increase in the 2050 traffic projections, which will contribute to continued travel time delays and congestion at the at-grade crossing. Congestion and lack of mobility along IL 59 and IL 126 are contributing to excessive crash rates at the intersections of IL 59 at IL 126 and IL 59 at Naperville Road. There were 730 reported crashes within the downtown Plainfield corridor between 2012 and 2018. Of the 730 crashes tabulated, 138 injuries were reported in 113 injury crashes, approximately 15% of all crashes. According to Interactive Highway Design Safety Model (IHDSM) analysis, the segment of IL 126 from IL 59 to East 143rd Street experiences twice the expected number of injury crashes. The intersection of IL 59 at West 143rd Street experiences nearly five times the expected number of injury crashes, the intersection of IL 59 at IL 126 experiences nearly four times the expected number of injury crashes, and the intersection of IL 126 at East 143rd Street experiences twice the expected number of injury crashes. The crash types identified to be contributing the most to injury crashes at these intersections are primarily rear-end and angle collisions, suggesting that due to congested traffic and long wait times, vehicles are attempting to move quickly through these intersections when it is unsafe to do so. High injury rates (40% of crashes) are also evident at the existing CN at-grade rail crossing of IL 126. Refer to Appendix 4 for supporting information. b. What design guidelines will be used for the proposed improvement? (Check One) Rural (BLRS Manual Chapter 32) Urban (BLRS Manual Chapter 32) Suburban (BLRS Manual Chapter 32) 3R Guidelines (BLRS Manual Chapter 33) Bicycle Guidelines (BLRS Manual Chapter 42) Pedestrian Guidelines Other: BDE Functional Classification: Arterial Collector Local Road Other Terrain: Level Rolling Regulatory or Posted Speed Limit: 40 Design Speed: 45 c. Describe type of work to be accomplished by the improvement. Discussion should include width of proposed travel, parking, bicycle and turning lanes, sidewalks, shared-use paths, guardrail, traffic control devices, drainage items (including storm sewer outfalls), alignment changes, railroad work, utility adjustments, intersection improvements, side slopes and clear zones. Specify the emax for horizontal curves. Attach typical sections, plan and profile sheets, and intersection design studies when applicable. (1) Roadway: The proposed cross section of 143rd Street is an urban cross section including type B-6.24 combination curb and gutter, raised median, storm sewer, culverts, pavement markings, and restoration of parkways. In addition to the roadway, a new bridge to cross the DuPage River will be constructed. The proposed pavement width of 143rd Street is two 12-foot thru lanes in each direction separated by an 18-foot raised median. The roadway medians taper to provide left turn lanes at intersections with Illinois Route 59, Naperville Road, and Illinois Route 126. Proposed typical sections and plan and profiles are included in Appendix 4. (2) Alignment: a. Horizontal Alignment: The originally approved phase I alignment was located within the 150-foot wide corridor owned by ComEd. In a letter of July 16, 2018 ComEd indicated its land use needs have changed and the proposed improvements could no longer co-exist within the existing ComEd property. The proposed alignment has been shifted to the north of the ComEd corridor. The proposed alignment generally located 40-feet north of the ComEd corridor. The existing alignment west of Illinois Route 59 Printed 3/12/2021 Page 7 of 28 BLR 22210 (Rev. 11/20/13) will be straightened to permit the improvements north of the ComEd property. After intersecting with Illinois Route 126, the alignment cures to match into the existing 143rd Street alignment. Superelevation is not required for any of the curves in the alignment since the radii exceed the minimum required for a low-speed urban street for the 45 mph design speed of 1,035-feet. b. Vertical Alignment: The vertical alignment of 143rd Street generally follows the existing terrain with the exception of 1) bridge approaches that require a substantial amount of fill to ensure the low steel of the bridge is two-feet above the 50-year flood elevation and 2) the portion of the roadway thru a portion of Fletcher Lake where a substantial amount of fill is required to both ensure the roadway edge of pavement is a minimum of three-feet above the 50-year flood elevation and impacts to ComEd’s property are minimized. All vertical curves meet the standard minimum rate of vertical curvature (K value) of 79 for sag curves and 61 for crest curves. The rate vertical curvature additionally does not exceed 167 to ensure proper drainage. The profile minimum and maximum vertical grades are 0.41% and 2.78% respectively. The proposed horizontal and vertical curves are shown in the proposed plan and profiles included in Appendix 4. (3) Drainage: a. Pavement Encroachment: The IDOT Drainage Manual states that when traffic is extremely high, the District may select a maximum encroachment of 3-feet on the travel lane. Based upon this, the maximum encroachment used in the design is 3-feet. b. Storm Sewer: The proposed storm sewer will vary in size and will be designed for the 10-year storm frequency. The trunk line will be located outside the ComEd right-of-way and other properties to minimize impacts. A Location Drainage Study (LDS) can be found under separate cover. c. Compensatory Storage: Compensatory storage is required due to fill being placed in the DuPage River, West Norman Drain, and Lily Cache floodplains. In addition, compensatory storage is required due to fill being placed in Fletcher Lake owned by the Bass & Gill Club. The project is located in both unincorporated Will County and the Village of Plainfield. As the Village of Plainfield will provide funding for land acquisition and construction costs, the Village of Plainfield compensatory storage replacement ratio of 1.5 to 1 will be met. The Village policy states that for each 1.0 cubic yards of fill placed in the floodplain, 1.5 cubic yards of new storage must be provided. The majority of the fill is being placed in the DuPage River floodplain and Fletcher Lake. A smaller amount of fill is to be placed in West Norman Drain floodplain west of Illinois Route 59 and in the Lily Cache floodplain on either side of Illinois Route 126 due to roadway widening. Compensatory storage is summarized as follows: Floodplain Fill in Floodplain Compensatory Storage West Norman Drain 0-10 year 484 cu yd 778 cu yd 10-100 year 869 cu yd 2,215 cu yd DuPage River 0-10 year 4,000 cu yd 11,490 cu yd 10-100 year 3,086 cu yd 6,930 cu yd Fletcher Lake 0-10 year 2,513 cu yd 4,204 cu yd 10-100 year 1,987 cu yd 3,248 cu yd Lily Cache Creek 0-10 year 22 cu yd 109 cu yd 10-100 year 100 cu yd 248 cu yd d. Outlets: The proposed closed storm sewer outlets are summarized as follows: - Outlet No. 1 and No. 2 will be installed to drain west of Illinois Route 59. Outlet No. 1 serves 143rd Street west of the West Norman Drain. Outlet No. 2 serves 143rd Street between the West Norman Drain and Illinois Route 59. All outlets discharge into the West Norman Drain. - Outlet No. 3 will be installed to drain between Illinois Route 59 and the DuPage River. Outlet No. 3 will discharge into the DuPage River. - Outlet No. 4 will be installed to drain from the DuPage River east to and including Naperville Road. This will additionally drain a portion of 143rd Street east of Naperville Road. Outlet No. 4 will discharge into the DuPage River. - Outlet No. 5 and No. 6 will be installed to drain from the eastern limits of outlet No. 4 to the eastern Printed 3/12/2021 Page 8 of 28 BLR 22210 (Rev. 11/20/13) project limits. Outlet No. 5 will drain 143rd Street west of Illinois Route 126 and portions of Illinois Route 126. Outlet No. 6 will drain portions of Illinois Route 126. Both outlets No. 5 and No. 6 will discharge into a lake (Main Lake) located on private property owned by the Bass & Gill Club. - Outlet No. 7 will be installed to drain 143rd Street east of Illinois Route 126. Outlet No. 7 discharges to an existing roadside ditch. e. Best Management Practices (BMP): Proposed BMP’s are summarized as follows: - Infiltration basins are proposed for the outlets on the west side of the DuPage River and the northeast corner of Illinois Route 126 and 143rd Street to permit stormwater infiltration into the soil. See Location Drainage Study for additional information. - Sight screen fence is proposed along Fletcher Lake to minimize snow spray (chloride) into the lake. f. DuPage River Bridge: The proposed bridge over the DuPage River will cross the river upstream of the existing Illinois Route 59 bridge and downstream of the existing 135th Street Bridge. The proposed bridge crossing is located between the West Norman Drain and the East Norman Drain confluence. The bridge is necessary to complete the gap in 143rd Street between Illinois Route 59 and Illinois Route 126. The analysis to determine the appropriate size of the structure consisted of creating the Proposed Conditions model and varying the size of the opening over the floodway until the requirement of having no more than a 0.1-foot increase in water surface elevation for all regulatory profiles were met. The large waterway opening will span the floodway and limit the increase in water surface elevation to less than 0.1 ft. Several alternative bridge configurations were investigated including impacts to intersection of Naperville Road located immediately east of the bridge. Configuration analysis balanced hydraulic opening requirements with topographic constraints of existing utilities and streets. g. West Norman Drain Culvert: The existing triple cell box culvert will be extended to facilitate new roadway geometrics of US Route 30. The culvert conveys the West Norman Drain. Hydraulic analysis was performed to verify enlargement of the culvert was not warranted and to confirm no adverse impacts to the water surface elevation. h. Illinois Route 126 Culvert: The existing single cell culvert conveys a Bass & Gill Club access road under Illinois Route 126 is planned to be extended to facilitate roadway and intersection improvements. The culvert does not convey a waterway and is adjacent to the Main Lake of the Bass & Gill Club. The culvert is not located within the regulatory floodway and no work is proposed in said floodway. Main Lake does receive flood waters of the Lily Cache Creek and an analysis of impacts to the floodplain and compensatory storage were included in the Location Drainage Study. i. IDNR Requirements for the DuPage River and West Norman Drain: The Office of Water Resources requires a floodway permit for impacts to the DuPage River and West Norman Drain due to the proposed improvements. The following permit requirements are met by the proposed design: - The proposed structure is an appropriate use of the regulatory floodway. - Compensatory storage is provided for all fill in the floodplain. - The proposed structure will not increase upstream flood stages greater than 0.1-feet when compared to the existing conditions for all flood events up to and including the 100-year frequency event. - The proposed design will not reduce the regulatory floodway storage or conveyance beyond the limits of the proposed bridge. - Floodway velocities do not increase at the upstream and downstream bridge cross sections. Footings will be placed below the calculated scour elevation and scour countermeasures will be added for additional protection. (4) Traffic Control: 143rd Street at Illinois Route 59 Traffic Signals (Illinois Route 59) – The existing signals will be relocated or modified as needed to provide for the new intersection layout. The existing signal installation is fully actuated and includes vehicle detector loops and emergency vehicle pre-emption. New traffic signals will be installed for the new westbound traffic. The traffic signal installation will remain interconnected with the traffic signals at the intersection of Illinois Route 59 and 135th Street to the north. No pedestrian accommodations will be included in the signal design. An intersection design study has been prepared for this intersection and is included in Appendix 6. Printed 3/12/2021 Page 9 of 28 BLR 22210 (Rev. 11/20/13) 143rd Street at Naperville Road - New fully actuated signals will be installed at the intersection of Naperville Road to reduce delays and improve safety. The signal installation will be interconnected with the new signal installation at the intersection of 143rd Street and Illinois Route 126 as well as the existing improved signal at IL- 59 and 143rd St. The signal installation will include vehicle detection and emergency vehicle pre-emption. An intersection design study has been prepared for this intersection and is included in Appendix 6. 143rd Street at Illinois Route 126 - New fully actuated signals will be installed at the intersection of Illinois Route 126 to reduce delays and improve safety. The signal installation will be interconnected with the new signal installation at the intersection of 143rd Street and Naperville Road. The signal installation will include vehicle detection and emergency vehicle pre-emption. An intersection design study has been prepared for this intersection and is included in Appendix 6. (5) Structures: Structure Number 099-3364: The proposed improvements will extend the existing structure with cast-in-place concrete triple box culvert extensions with new concrete wingwalls under US Route 30. The structure conveys the West Norman Drain under US Route 30. Structure Number 099-6006: A new 7-span bridge carrying 143rd Street over the Des Plaines River. The bridge will be a concrete deck on steel welded plate girders supported by concrete substructure. It will be approximately 956’ long and 83’-5” wide. Structure Number 099-W028: A new Mechanically Stabilized Earth retaining wall supporting the embankment of 143rd Street adjacent to Fletcher Lake. The wall will be approximately 14’ tall and approximately 2,454’ long. Structure Number 099-2010: The proposed improvements will extend the existing structure with cast-in-place concrete single box culvert with new wingwalls. The structure conveys a private service road under Illinois Route 126. The Type, Size & Location Sheets can be found in Appendix 8. (6) Utility Adjustments: A JULIE design request (Dig No. A1122190) was initiated for the 143rd Street Extension project in advance of this study. Coordination with the identified utilities reveals the following: a. Commonwealth Edison (ComEd) owns the majority of the property south of the proposed improvements. Within ComEd property is a high voltage transmission line supported on towers approximately 50-feet from their southerly property line. No impacts to the transmission line is anticipated other than coordination of mast arm heights with ComEd. At the intersection with Illinois Route 59 the improvements with require relocation of overhead distribution facilities. The distribution facilities in conflict are within the existing right-of-way of either Illinois Route 59 or US Route 30. At the new intersection with Naperville Road the improvements with require relocation of overhead distribution facilities. The distribution facilities in conflict at Naperville Road are located existing ComEd property and outside of the public right-of-way. Between the Naperville Road intersection and the DuPage River bridge there is a pad mounted transformer that may potentially be in conflict with grading. This transformer is located outside of the existing right-of-way. At the intersection with Illinois Route 126 the improvements with require relocation of overhead distribution facilities. The distribution facilities in conflict are within the existing right-of-way of Illinois Route 126. There exists an overhead electrical service to the Bass & Gill between Naperville Road and Illinois Route 126 that will need to be relocated. This overhead service is located outside of the existing right-of-way. b. G4S (ComEd Fiber Optic) has a fiber optic cable within ComEd’s transmission corridor. West of Illinois 59 the line runs along the southerly property line of ComEd’s property. Between Illinois Route 59 and the DuPage River, the line runs along the northerly ComEd property line. The line crosses the DuPage River aerial with the distribution electric and then the line runs along the north edge of the existing transmission facilities. The widening of Naperville Road and Illinois Route 126 cross this utility. Continual coordination with ComEd as the design progresses will determine possible impacts. Printed 3/12/2021 Page 10 of 28 BLR 22210 (Rev. 11/20/13) c. Metronet has aerial cable along the west side of Illinois Route 59 with the crossing of US Route 30 underground and resurfacing 800-feet north of US Route 30. This utility may not require relocation. Additionally, underground utilities are in the west right-of-way of Naperville Road from the new intersection with 143rd Street to the south and east. Traveling east the utility goes aerial on ComEd’s distribution poles until Illinois Route 126 where it goes underground to cross Illinois Route 126. It then goes aerial and travels east along existing 143rd Street. Facilities are anticipated to be impacted at the new intersection with Naperville Road and widening of Naperville Road and Illinois Route 126. Continual coordination with the utility company as the design progresses will determine final impacts. d. Nicor Gas operates 6-inch and 12-inch gas mains along the north right-of-way of US Route 30 and in the eastern right-of-way of Illinois Route 59 there is a 12-inch main running north and an 8” main to the south. In addition, a 4-inch main is located in the eastern right-of-way of Naperville Road and there is a 2-inch line along Copper Drive that travels across Illinois Route 126. It is anticipated that Nicor’s facilities west of Illinois Route 59 will be impacted by the realignment of US Route 30 to the north and will require relocation. e. AT&T has both underground and overhead facilities throughout the project area. Impacts with these are anticipated due to grading for the West Norman Drain compensatory storage, intersection improvements, and widening of existing roadways. Additionally, AT&T operates a fiber optic cable in the eastern right-of-way of Illinois Route 126 that is anticipated to require relocation due to the roadway widening and intersection work on Illinois Route 126. Continual coordination with the utility company as the design progresses will determine final impacts. f. Comcast has communication facilities consisting of both underground and overhead cables. These utilities primarily run along Illinois Route 59, Naperville Road, and Illinois Route 126. Relocation of select facilities are anticipated due to the intersection improvements with Illinois Route 59, Naperville Road, and Illinois Route 126. Additional relocation within the existing right-of-way may be determined as the design progresses due to the widening of Naperville Road. g. Wide Open West (WOW) has aerial utilities along Illinois Route 59 but has indicated they have no other facilities within the project footprint. The aerial facilities are anticipated to be impacted with the improvements to the Illinois Route 59 intersection including a new east leg. h. Village of Plainfield water department has several watermains throughout the project area. Valve vault adjustment and fire hydrant relocations are anticipated throughout the project due to roadway widening and intersection improvements. The watermain crossing of the DuPage River will not be impacted. Continual coordination with the Village as the design progresses will determine final impacts. i. Village of Plainfield sewer department operates sanitary trunk lines on existing US Route 30, Illinois Route 59, and Naperville Road. In general the sanitary sewer is not anticipated to be impacted other than adjustment of structure grades to meet the proposed improvements. Continual coordination with the Village as the design progresses will determine final impacts. Utility coordination may be found in Appendix 26. (7) Intersection Improvements: 143rd Street at Illinois Route 59 - The existing signal installation will be relocated and modified for the addition of the east leg of the intersection and the widening of existing 143rd Street and Illinois Route 59. No sidewalk or bike path is proposed for this location, but a graded shelf and culvert extension does not preclude these improvements from happening in the future along 143rd St as well as sufficient ROW along Illinois Route 59. Therefore, pedestrian movements will not be accounted for at this location. Crosswalks are not provided. The traffic signal installation will remain interconnected with the traffic signals at the intersection of Illinois Route 59 and 135th Street to the north. The intersection is designed for a WB-65 vehicle. The north leg of the intersection (Illinois Route 59) is an urban cross section consisting of two existing 12-foot through lanes in each direction separated by an 18-foot mountable median. The proposed improvements include removing the existing median to provide for a southbound left turn lane and a new 6-foot wide Type M-2.12 concrete median. Additionally, a 12-foot bituminous concrete southbound right turn lane will be constructed with Type B-6.24 combination curb and gutter. The posted speed limit will remain 45 mph. No parking is allowed on either side of the street. Printed 3/12/2021 Page 11 of 28 BLR 22210 (Rev. 11/20/13) The south leg of the intersection (Illinois Route 59/US Route 30) will only be affected with the addition of a 12- foot right turn lane installed through the length of the Com Ed property. The median nose is also being relocated for the new intersection configuration. The pavement will be bordered by Type B-6.24 curb and gutter. The speed limit is 45 mph. No parking is allowed on either side of the street. The west leg of the intersection (143rd Street/US Route 30) will be widened and restriped to match the lane configuration of the east leg of the intersection. The revised urban cross section will include two 12-foot westbound through lanes. The eastbound lanes include one 12-foot left turn lane, two 12-foot through lanes, and one 12-foot right turn lane. A 6-foot raised median separates the eastbound and westbound lanes during the majority of the eastbound left turn lane storage length. The pavement is bordered by Type B-6.24 combination curb and gutter. The speed limit is 40 mph. No parking is allowed on either side of the street. The east leg of the intersection (143rd Street) is a 78-foot wide bituminous concrete urban cross section consisting of two 12-foot through lanes in each direction, one 12-foot westbound left turn lane and one 12-foot westbound right turn lane. A 6-foot raised median separates the opposing traffic. The pavement is bordered by Type B-6.24 combination curb and gutter. The speed limit is 40 mph. No parking is allowed on either side of the street. The prepared Intersection Design Study for this intersection can be found in Appendix 6. 143rd Street at Naperville Road - The intersection of 143rd Street and Naperville Road will be a new intersection for existing travelers of Naperville Road. Full-actuated traffic signals will be installed at the intersection to reduce delays and improve access and be maintained initially by the Village. Future maintenance will be established in the jurisdictional transfer agreement. The traffic signal installation will be interconnected with the new signal installation at the intersection of 143rd Street and Illinois Route 126. The design vehicle is WB-55 for all movements. The north and south leg of the intersection (Naperville Road) will be constructed as a 36-foot wide bituminous concrete urban cross section with one 12-foot combination through/right turn lane, one 12-foot left turn lane, and one 12-foot receiving lane. The pavement is bordered by Type B-6.24 combination curb and gutter. The speed limit is 35 mph. No parking is allowed on either side of the street. The west and east leg of the intersection (143rd Street) will be constructed as a 66-foot wide urban cross section with two 12-foot through lanes and one 12-foot left turn lane in each direction. A 6-foot raised median with Type B-6.12 and B-6.24 curb and gutter separates the opposing traffic. The pavement is bordered by Type B-6.24 combination curb and gutter. The speed limit is 40 mph. No parking is allowed on either side of the street. The prepared Intersection Design Study for this intersection can be found in Appendix 6. 143rd Street at Illinois Route 59 - The existing intersection of 143rd Street and Illinois Route 126 will be reconstructed for the addition of the west leg to the intersection. Fully actuated traffic signals will be installed at the intersection to reduce delays and improve access. The traffic signal installation will be interconnected with the new signal installation at 143rd Street and Naperville Road. The design vehicle is a WB-65 for northbound left, eastbound right, eastbound left, and southbound right movements. The westbound left and right movements as well as the southbound left movement uses a WB-50 design vehicle. The west leg of the intersection (143rd Street) will be constructed as a 66-foot wide bituminous concrete urban cross section with two 12-foot left turn lanes and one 12-foot combination through/right turn lane. A 6-foot raised median with Type B-6.12 and B-6.24 combination curb and gutter separates the opposing traffic lanes. The pavement is bordered by Type B-6.24 combination curb and gutter. The speed limit is 40 mph. No parking is allowed on either side of the street. The east leg of the intersection (143rd Street) will be constructed as a 54-foot wide bituminous concrete urban cross section with one 12-foot left turn lane and one 12-foot combination through/right turn lane. A 18-foot striped median separates the opposing traffic lane. The pavement is bordered by Type B-6.24 combination curb and gutter. The speed limit is 45 mph. No parking is allowed on either side of the street. The north leg of the intersection (Illinois Route 126) will be constructed as a bituminous concrete pavement urban section. One 12-foot through lane and one 12-foot left turn lane is separated from the opposing two 12- foot through lanes separated by a 6-foot raised median for the duration of the southbound left turn lane storage. Printed 3/12/2021 Page 12 of 28 BLR 22210 (Rev. 11/20/13) During the southbound left turn taper, a painted median is also tapering down from 18-feet to 12-feet with the median tapering from 12-feet to none after the turn lane taper is complete. In addition to the southbound through and left turn lane, a 12-foot free flow right turn lane is provided. A large corner island in the northwest corner will be utilized to provide channelization. The pavement is bordered by Type B-6.24 combination curb and gutter. The speed limit is 45 mph. No parking is allowed on either side of the street. The south leg of the intersection (Illinois Route 126) will be constructed as a 60-foot wide bituminous concrete urban cross section with one 12-foot left turn lane and two 12-foot through lanes with the outside lane also being a combination right turn lane. A 6-foot painted shoulder continues from the eastbound right turn movement and tapers down to 0-feet. A 6-foot striped median separates the opposing traffic lane. The pavement is bordered by Type B-6.24 combination curb and gutter. The speed limit is 45 mph. No parking is allowed on either side of the street. The prepared Intersection Design Study for this intersection can be found in Appendix 6. (8) Sideslopes and Clear Zones: The roadway cross slopes will be designed at 2%. An obstruction-free clearance of 1.5-feet behind the face of the cub will be maintained. A preliminary barrier warrant analysis has been completed to determine where guardrail is needed at locations with non-recoverable front slopes and/or roadside hazards with in the clear zone per the BDE manual. It is anticipated that guardrail will be needed at the 143rd Street culvert extension, in advance of the DuPage River bridge, along the retaining wall thru Fletcher Lake, and at the Illinois Route 126 culvert extension. d. Discuss items affecting improvement such as hazardous mailbox supports, parking and truck restrictions, mail delivery from traffic lanes, justification (including warrants) for multi-way stop signs, traffic signals and other traffic control and railroad protective devices, stage construction, nearby airports, and additional lighting: Parking and Truck Restrictions – No parking will be allowed on any of the roadways within the project area. 143rd Street will be designated as part of the proposed jurisdictional transfer of Illinois Route 126 to 143rd Street. The restricted weight limit currently posted on existing Naperville Road will remain in place. This is feasible because of the other nearby truck routes used to travel north and south (such as Illinois Route 59 to the west and Essington Road to the east). The restricted weight limit currently posted on existing 143rd Street east of Illinois Route 126 will also remain in place because of the lack of destination and existing pavement structure. Illinois Route 126 south of the 143rd Street intersection will also be signed with a restricted weight limit once the proposed jurisdictional transfer of Illinois Route 126 to 143rd Street has taken place. Mail Delivery – Mailboxes are located along Naperville Road within the project limits. The mail is currently delivered to mailboxes along the existing shoulder. Mailbox turnouts will be provided and any impacted mailboxes will be relocated. Mailbox turnouts will be designed according to the Bureau of Local Roads standards. Final design details and service during construction will be coordinated with the Postmaster. Hazardous Mailbox Supports – During the existing conditions evaluation one hazardous mailbox support was noted at 14208 Naperville Road. The mailbox support consists of steel I-beam welded into a shape similar to the number 7. In accordance with BDE Section 58-5.03, the Village has notified the postal patron in writing. The Village additionally notified the local postmaster of the matter via email and providing a copy of the letter sent to the postal patron. Correspondence related to the hazardous mailbox may be found in Appendix 26. Traffic Control Warrants – A traffic warrant analysis was completed for the three intersections of 143rd Street with Illinois Route 59, Naperville Road, and Illinois Route 126 in accordance with the Manual on Uniform Traffic Control Devices. Construction Staging – The project is not planned to be constructed in stages. 143rd Street from Illinois Route 59 to Illinois Route 126 will be constructed as a single project. Nearby Airports – Not applicable to this project, no nearby airports. Roadway Lighting – The project will relocate existing segment lighting on US-30 / west 143rd St to the re-aligned 143rd St. At all three intersections, combination lighting is planned. All new lighting will follow IES Standards. Printed 3/12/2021 Page 13 of 28 BLR 22210 (Rev. 11/20/13) e. Identify each aspect to be constructed at less than the design guidelines and provide a clear description of required design variances and appropriate justification. (BLRS Manual Section 27-7). If a design variance is required, include a copy of the approved BLR 22120 form as an attachment. Design Exceptions have been prepared on BDE 3100 and may be seen in Appendix 9. Approval of design exceptions may be found in Appendix 25. As summary of the design exceptions is as follows: Level One Design Exceptions: No level one design exceptions Level Two Design Exceptions I. Median Width BDE Criteria: Urban / Suburban minimum raised curb median width 18-feet Proposed Design: 8-feet between Naperville Road and Illinois Route 126 Location: 143rd St between Naperville Rd and IL-126 Justification: Following policy will result in additional impacts to Fletcher Lake, a private hunting and fishing club. Policy would result in additional environmental impacts, floodplain fill, compensatory storage, and land acquisition (adjacent property owners would gain riparian rights to the private lake facility). The resulting reduction in land acquisition will reduce both impacts to the private hunting and fishing club and residential property, but also maintain the private club’s lake access rights from adjacent residences. IDOT Geometrics noted no exception to this design exception in an email of May 24, 2019. II. Vertical Curve Length BDE Criteria: 120-feet Proposed Design Element Value: 60-feet Location: East project limits of 143rd St Justification: Substandard vertical curve is an existing condition on a local route located at the transition from mill/overlay to existing pavement. III. Northbound Right Storage Length BDE Criteria: 195-feet Red Time Storage Proposed Design Element Value: 140-feet Location: IL-59 at 143rd St Justification: Implementing policy will require reconstruction and/or widening of adjacent structure 099- 4638, IL 59 over the West Norman Drain, the existing steel girder bridge is not wide enough to accommodate right turn lane storage and taper. IV. Northbound Right Turn Lane Taper BDE Criteria: 200-feet Proposed Design Element Value: 92-feet Location: IL-59 at 143rd St Justification: Implementing policy will require reconstruction and/or widening of adjacent structure 099- 4638, IL 59 over the West Norman Drain, the existing steel girder bridge is not wide enough to accommodate right turn lane storage and taper. V. Northbound Left Turn Storage BDE Criteria: 518-feet Red Time Storage Proposed Design Element Value: 358-feet Location: IL-59 at 143rd St Justification: The policy value cannot be achieved due to the proximity of a church and manufacturing facility access point south of the intersection. The storage length is being maximized. VI. Intersection Level of Service BDE Criteria: Level of Service C Proposed Design Element Value: Level of Service D Location: IL-59 at 143rd St Justification: To improve LOS to policy levels, travel lane additions on IL-59 must be undertaken from Plainfield to 95th St. Dual lefts and dual rights would also be necessary in addition to adding the thru lanes which presents significant right-of-way challenges. Cycle length controlled by IL-59 corridor interconnect. Printed 3/12/2021 Page 14 of 28 BLR 22210 (Rev. 11/20/13) VII. Level of Service (Individual Movements) BDE Criteria: Level of Service C Location: IL-59 at 143rd St Proposed Design Element Value: Movement Level of Service AM/PM NBT D AM SBT D PM EBT E AM & PM EBL F PM WBR E PM WBT F PM NBL E AM & PM SBL E AM & PM Justification: To improve LOS to policy levels, travel lane additions on IL-59 must be undertaken from Plainfield to 95th St. Dual lefts and dual rights would also be necessary in addition to adding the thru lanes. Cycle length is controlled by IL-59 corridor interconnect. VIII. Intersection Skew BDE Criteria: 30 degrees minimum, 15 degrees desired Proposed Design Element Value: 32 degrees Location: Naperville Rd at 143rd St Justification: Implementing policy would require additional land acquisition from one or more of the following: ComEd’s transmission corridor, an additional residential displacement at the northwest corner of the intersection, relocation of a cemetery. In addition, implementing policy would creating a curved bridge over the DuPage River. The alignment minimizes intersection skew and surrounding property impacts and displacements. IX. Intersection Skew BDE Criteria: 30 degrees minimum, 15 degrees desired Proposed Design Element Value: 35 degrees Location: IL-126 at 143rd St Justification: Implementing policy would require additional land acquisition, including ComEd property to create an intersection closer to perpendicular. If the alignment is adjusted to meet policy, the improvements would infringe on ComEd’s electrical power transmission expansion plan (the same reason an addendum to the PDR is required). Proposed design exception skew of 35 degrees with traffic signals is a safety improvement from the existing intersection with a skew of 54 degrees and stop control only on the minor roadway. X. Intersection Level of Service BDE Criteria: Level of Service C Proposed Design Element Value: Level of Service D Location: IL-126 at 143rd St Justification: The primary traffic movement of the intersection is from 143rd Street EBL and IL 126 SBR to connection to I 55 to the north. To improve LOS to policy, a realignment to make the primary movement a thru movement or grade separation to provide a free-flowing eastbound left movement. The intersection is located between four bodies of water owned by private clubs, three of the bodies of water would be under USACE jurisdiction. Improvement to meet policy require significant right-of-way challenges and environmental impacts. Cycle length controlled by IL-59 corridor interconnect. Printed 3/12/2021 Page 15 of 28 BLR 22210 (Rev. 11/20/13) XI. Level of Service (Individual Movements) BDE Criteria: Level of Service C Location: IL-126 at 143rd St Proposed Design Element Value: Movement Level of Service AM/PM EBL D AM & PM WBL E AM & PM WBT E AM WBT D PM SBT D AM & PM NBL D PM NBT D AM & PM NBR D AM & PM Justification: In order to improve the LOS for movement, more green time needs to be provided to the thru movement, which will increase the delay and impact the LOS of the thru movements of the major route. Cycle length controlled by IL 59 corridor interconnect. f. Current estimated cost of proposed improvement? $ 64,377,000 (Includes Land Acquisition, design and construction engineering) Overall Project Cost See Appendix 10 for detailed cost estimate. g. Analyze the need for accommodating pedestrians, bicyclists and the handicapped. When applicable, describe the facilities to be provided for pedestrians and bicyclists. Discuss the ADA accessibility and maximum longitudinal grade of these facilities. (BLRS Manual Chapter 41) A multi-use path is planned to accommodate the length of the proposed 143rd St Extension and provide pedestrian and cyclist access across the DuPage River and connecting to the DuPage River Trail near the western abutment of the proposed DuPage River Bridge. From coordination with the Plainfield Park District, a park district shared use path is proposed within ComEd property adjacent to the proposed roadway on the south side of 143rd St. from Naperville Rd to Illinois Route 126. At the intersection of Illinois Route 126, the shared-use path will run along Illinois Route 126’s western side from the intersection with 143rd St to the subdivision along Copper Dr, near the southern project limits. Along US-30 / western 143rd St, a graded shelf and culvert extension incorporates future plans for a multi-use path along the south side of the reconstructed roadway. All roadway crossings will conform to ADA accessibility guidelines and will not exceed the 5% longitudinal maximum. All ADA ramps will be designed with detectable warnings. See the Complete Streets Technical Memorandum for additional information on accommodation of pedestrians and cyclists as Appendix 11. See Appendix 26 for ComEd concurrence with 20-year lease agreement for pedestrian facilities on ComEd property. Sidewalks/Shared-Use Paths: Maximum 2% cross slope: Yes No Not Applicable ADA ramps with detectable warnings at street intersections: Yes No Not Applicable If no, provide justification. h. Discuss any proposed improvements being considered in adjacent segments including the anticipated construction startup date of these improvements. The Village of Plainfield’s comprehensive plan is to reroute Illinois Route 126 north of its current alignment to the 143rd Street corridor, from Ridge Road to the current intersection of IL 126 at 143rd Street. The reroute has been referred to as the Plainfield Area Regional Community Connector (PARCC). There are two separate projects comprising the PARCC. This project, from the intersection of 143rd Street at IL 59 to the intersection of IL 126, is commonly referred to as the “East Extension”. A separate project is currently under construction to build new 143rd Street from Ridge Road to Steiner Road. That project is commonly referred to as the “West Extension”. It is anticipated that the jurisdictional transfer of the PARCC would occur in stages as different sections are completed. For any of the staged reroutes and jurisdictional transfers to occur, the east extension over the DuPage River must be completed first. It is anticipated that the first jurisdictional transfer would include Printed 3/12/2021 Page 16 of 28 BLR 22210 (Rev. 11/20/13) rerouting IL 126 on to the east extension and have an interim connection back to existing IL 126 by using Wallin Drive. The section of Wallin Drive between Lockport Street and 143rd Street was formerly US 30. The timing and staging of jurisdictional transfers of IL 126 west of Wallin Drive are yet to be determined. IDOT and FHWA are currently reviewing a Phase I study submitted by the Villages of Bolingbrook and Romeoville for interchange locations along Interstate 55. The study is currently in the refinement stage of the preferred alternative. The preferred interchange locations identified in the report include a new interchange at Lockport Street and a modification of the existing interchange at Illinois Route 126 to a full access interchange. Funding for these interchange improvements have been included in the recently issued 2020-2025 multiyear program. The Village of Plainfield has provided support for the recommended interchange locations provided that a road be constructed from the Lockport Street interchange to the 143rd Street/Illinois Route 126 intersection (commonly referred to as the Lockport Connector). Lockport Street currently goes through an urban area with many historic homes. The Village of Plainfield does not view widening Lockport Street as a viable option. This issue was discussed at the federal coordination meeting on August 8, 2006 (See Original PDR). IDOT and FHWA agreed to keep the interchange study separate from the current 143rd Street project due to the independent utility, essential traffic relief, of the 143rd Street reroute of Illinois Route 126 will provide. Multiple scenarios for 2050 traffic projections were developed by CMAP, including with and without interchange improvements, with and without the Lockport Connector, and with and without the 143rd Street Extension. These were provided to IDOT D1 Geometrics staff in April of 2019. 3. Crash Analysis (BLRS Manual Section 22-2.11(b)(9)) a. Summarize crash data for the past five years, including a spot map or a location map showing crash locations when possible. Detail the types of crashes and include collision diagrams, if possible, especially at cluster sites. Give the source of this data. The Village of Plainfield has collected collision data from Will County detailing all collisions which occurred on the segments and intersections within or near the project area. The intersections where data has been collected are Illinois Route 59 at US Route 30 and Illinois Route 126 at 143rd Street. The segments where data has been collected are each approach leg of the aforementioned intersections as well as Naperville Road north and south of the 143rd Street study area. This data spans from 2012 through 2016. A collision location map is attached as Appendix 12. All the collision data has been processed and is summarized in tables along with collision diagrams of cluster sites in Appendix 12. b. Analyze available crash data including results of field check. Discussion should include high crash locations, critical wet weather sites, and other crash patterns. If the data is inconclusive, make a statement to that effect. High crash locations located within this project are the intersections of US 30 at IL 59 and IL 126 at 143rd Street. At US 30 and IL 59, there was a total of 111 crashes within the 5-year data collected. The most predominant collision type at this intersection was rear end which accounted for 72% of all crashes. 78% of the collisions occurred with a dry road surface with 18% occurring with a wet, slush, or icy surface. 20% of all the collisions occurred at night but on the lighted roadway while 74% occurred during the daylight. No fatalities have occurred at this intersection and 12% of the collisions caused an injury. Throughout the years studied, number of collisions from 2012 to 2016 are 23, 20, 22, 17, and 32 respectively. At IL 126 and 143rd Street, there was a total of 17 crashes within the 5-year data collected. The most predominant collision type at this intersection was rear end which accounted for 71% of all crashes. 65% of collisions occurred with a dry road surface with 18% occurring on a wet surface and 12% occurring on an icy surface. 19% of collisions occurred in darkness while 75% occurred in daylight. No fatalities have occurred at this intersection and 31% of crashes caused an injury. Throughout the years studied, number of collisions from 2012 to 2016 are 3, 4, 4, 1, and 5 respectively. See Appendix 12. c. Describe how the proposed project will address any crash issues. At the intersections of US 30 at IL 59 and IL 126 at 143rd St., it is proposed to bring the design of the intersection up to latest engineering standards as a matter of implementing nominal safety. Changing Illinois Route 126 and 143rd Street from stop controlled to signalized will also help address crash issues at this existing skewed intersection. Printed 3/12/2021 Page 17 of 28 BLR 22210 (Rev. 11/20/13) 4. Right-of-Way a. Describe the right-of-way taking, including the total acreage required for each of the following categories: ROW, permanent easements, temporary easements and temporary land use permits. Include the width of taking, number of property owners, acreage of right-of-way and/or easements, character of land; i.e., farm, residential, commercial or publicly owned properties, anticipated impacts to properties that remain, and location of any improvements with respect to required right-of-way. Discuss any impacts on setbacks required by zoning. 143rd Street – Along 143rd Street west of Illinois Route 59, the existing ROW half widths are 50-feet to 112-feet on the north side of the roadway and 50-feet to 80-feet on the south side. As 143 rd Street approaches the intersection with Illinois Route 59, the proposed route forces the existing ROW on the south side to varies from 80-feet to 105-feet. On the north side the existing ROW varies 23-feet to 51-feet with the new proposed ROW accommodating the roadway to be from 0-feet to 48-feet beyond the existing row. East of Illinois Route 59, the proposed ROW varies from 60-feet to 64-feet on the south side to the existing easement, then extends another 25-feet beyond the existing easement. Proposed ROW on the north side is 65-feet with a temporary easement extending to accommodate the DuPage River Trail extension connection at this location. On the DuPage River Bridge, the proposed ROW will be 115-feet on the north side and 76-feet on the south side. Just west of Naperville Road, the proposed ROW varies 60-feet to 91-feet on the north side and 45-feet to 52-feet on the south side with a temporary easement extending another 23-25 feet beyond the proposed ROW. East of Naperville Road, the proposed ROW on the south side varies from 40-feet to 44-feet with a 35-foot temporary easement beyond the proposed ROW to accommodate a proposed multi-use path. The proposed ROW on the north side typically is 50-fet to 85-feet. Along the area in front of the Bass and Gill Club (retaining wall section), the proposed ROW on the north side is 70-feet with a 10-foot temporary easement beyond that. On the south side the ROW is proposed to be 40-feet with a 35-foot temporary easement beyond the proposed ROW for the proposed multi-use path. East of 143rd Street, the proposed ROW on the north side is 63-feet while the south ROW is controlled by the northern existing ROW from old 143rd Street east, from 0-feet to 53-feet. Illinois Route 59 – Existing ROW on the west side of Illinois Route 59, south of 143rd Street, is 80-feet. On the east side it varies from 50-feet to 70-feet with a 10-foot proposed ROW line beyond the existing and a 40-foot temporary easement beyond the proposed ROW for grading purposes. North of 143rd Street, the existing ROW on the west side is 60-feet and on the east side is 60-feet. Naperville Road – Existing ROW width on the west side of the road, south of proposed 143rd Street is 33-feet and is also 33-feet on the east side. Nearing the intersection with 143rd Street, the western ROW adds 0-14 feet of proposed ROW beyond the existing. North of 143rd Street the existing ROW on the east side of Naperville Road is 50-feet while the existing ROW on the west side is 33-feet with proposed ROW extending 17-feet beyond the existing. Illinois Route 126 – Existing ROW on the east side of Illinois Route 126 while south of proposed 143rd Street is 50-feet while on the west side it is also 50-feet. As Illinois Route 126 approaches the intersection of 143rd Street, proposed ROW on the west side extends 10-feet beyond the existing 50-foot ROW while on the east side the proposed ROW is 20-feet beyond the existing 50-foot ROW. North of the intersection with 143rd Street, the existing ROW widths stay the same as just south of the intersection but the proposed ROW on the west side varies from 0-10 feet and 15-20 feet on the east side beyond the existing ROW. See Appendix 13 for detailed tabulated values involving all ROW action on the project. b. Are any residents, businesses or farms to be displaced? Yes No If yes, describe the number and type of displacements anticipated and mitigation that will be taken to provide relief for this impact on an attached sheet. Two homes and one business are anticipated to be displaced for this improvement. CubeSmart Self Storage will be displaced to add the east leg of the intersection of 143rd Street and Illinois Route 59. 14217 and 14213 Naperville Road residences will be displaced to provide a new intersection of 143rd Street and Naperville Road. These two residences are located in the northeast corner of the intersection. Printed 3/12/2021 Page 18 of 28 BLR 22210 (Rev. 11/20/13) 5. Prime Farmland (BLRS Manual Section 20-10) a. If the project requires more than 3 acres/mile (0.75 hectares/kilometers), 10 acres (4 hectares) for a non-linear improvement, or the project ROW is not contiguous to the existing ROW, contact the Illinois Department of Agriculture and attach results of the coordination and summarize the results below. No farmland is impacted by this project. The project area is located completely within land designated as “urbanized area” (UA) on the Census Bureau Map, and coordination with the Natural Resource Conservation Service is not necessary. The UA Map is attached in Appendix 14. b. The project requires consultation with the Natural Resource Conservation Service., Form AD-1006 has been completed and submitted to the local office of NRCS. The completed AD-1006 form is attached. The impact of this project on farmland conversion has been evaluated in accordance with the requirements of the US Natural Resources (NRCS). The project will cover 3 acres or less of farmland per mile (0.75 hectares or less of farmland per kilometer) and the conversion will not result in more than minor impacts. Accordingly, the project conforms to the general form AD-1006 prepared by NRCS. Therefore, further coordination with NRCS on this project will not be necessary. 6. Floodplain Encroachment (BLRS Manual Section 20-7) Does the proposed work cross or encroach upon a 100-year floodplain, including a regulatory floodway? Yes No If yes, summarize the location hydraulics study, regulatory floodway restrictions, the effect of any encroachment (including a comparison between existing and proposed conditions) and the effect of over-the-road flow on the proposed transportation facility. Attach any available floodplain maps. The proposed 143rd Street will be a new crossing of the DuPage River located between the confluence of the West Norman Drain and the East Norman Drain. The floodway at the proposed crossing spans over 950-feet primarily due to a meander in the DuPage River at this location. The FEMA floodway maps may be seen in Appendix 15. The existing DuPage River channel meanders through the limits of the proposed improvements. The banks of the existing channel are eroded and unstable. The proposed roadway will not be overtopped in the 100-year storm event. OWR regulates that any proposed improvements will not increase the 100-year water surface elevation by more than 0.1-feet. The proposed bridge length is 956-feet with seven spans. The bridge will have six piers, each not more than five-feet in width. The east and west banks of the river will be stabilized to minimize channel migration. Vertical abutments will be located on the west and east side of the bridge and are set back from the channel. Pier and abutment skew was determined by the direction of flow during high flow events. The normal channel flow meanders through the floodplain. Piers and abutments shall be parallel to the flood flow direction and no parallel to the normal channel flow in order to minimize scour and debris accumulation. There will be fill paced in the floodplain of both the DuPage River and the West Norman Drain and compensatory storage will be required at a 1.5:1 ratio. The proposed 143rd Street bridge is crossing the DuPage River immediately upstream of the confluence with the West Norman Drain. Roadway construction leading up to the bridge from the west will result in some fill being placed in the West Norman Drain floodplain. Likewise, fill placed in the West Norman Drain floodplain west of Illinois Route 59 will require compensatory storage west of Illinois Route 59 at a 1.5:1 ratio. Roadway construction on Illinois Route 126 will result in some fill being placed in the Lily Cache floodplain. This will require compensatory storage in the Lily Cache floodplain at a 1.5:1 ratio. The following areas have been selected for compensatory storage to offset fill placed with said floodplain: West Norman Drain Floodplain: West of Illinois Route 59 compensatory storage will be located on south of the extended box culvert carrying the West Norman Drain under 143rd Street. DuPage River Floodplain: Compensatory storage will be located in an area on the west bank and upstream (north) of the proposed bridge. Lily Cache Floodplain: Compensatory storage will be located in and area immediately southeast of the extended culvert carrying an access road (upstream of Lily Cache Creek) Printed 3/12/2021 Page 19 of 28 BLR 22210 (Rev. 11/20/13) 7. Phase I & II NPDES Storm Water Permit Requirements (BLRS Manual Section 7-4.01) Will the project involve soil disturbance of 1 acre (0.4 hectares) or more? Yes No If yes, the project must comply with the Phase II NPDES Storm Water Permit Requirements. 8. “404” Permit (BLRS Manual Section 7-4.02) Does this project involve waters regulated by Section 404? Yes No If yes, what type of 404 permit is required? Nationwide Individual Regional None An Approved Jurisdictional Determination (AJD) was completed on April 29, 2020 under the Navigable Waters Protection Rule. The project will be processed through the Regional Permit Program under Regional Permit 3. The AJD, 404 Permit Correspondence, and preapplication meeting minutes are attached in Appendix 16. The project also involves isolated waters and will comply with the Interagency Wetlands Policy Act, regardless of jurisdiction. Attach a copy of any 404 permit authorization and/or coordination letters with the Corps of Engineers. If an individual Section 404 permit is required, please notify the Illinois Department of Transportation district office before submitting the application. 9. Special Waste (BLRS Manual Section 20-12) a. Following the special waste assessment screening criteria shown on Figure 20-12A of the BLRS Manual, is Preliminary Environmental Site Assessment (PESA) required? Yes No b. Is work being done on property in the name of the state or are contract plans being prepared by the state? Yes No c. If a PESA is required for either state or local ROW, did the PESA results determine that the project has Recognized Environmental Conditions (REC’s) for special waste? Yes No If the PESA results determine that the project contains REC’s, describe how the special waste is proposed to be handled (including if a Preliminary Site Investigation (PSI) is required). The PESA is attached in Appendix 17. A series of soil borings through a PSI is recommended along the project corridor to address the identified RECs and to document the soil conditions from an environmental perspective in areas where RECs cannot be avoided by design consideration. The information obtained from a proposed PSI will also aid in developing potential pay items for soil management within the areas of anticipated excavation. The PESA response form is attached in Appendix 17 and has been submitted to IDOT. 10. Environmental Survey (BLRS Manual Section 20-2) Whenever a project involves land acquisition (including easements), any in-stream work (including drainage structure run-around), is located within or adjacent to historic properties listed in (or eligible for) the National Register of Historic Places, a bridge on the historic list, is near wetlands, or known locations of threatened or endangered species, the Environmental Survey Request Form should be submitted early in the project development phase. a. Wild and Scenic Rivers - If this project crosses or affects a river on the National Wild and Scenic Rivers System or a river listed in the Nationwide Inventory of Rivers with potential for inclusion on the system, include coordination between the National Park Service and the Bureau of Design and Environment (BDE). Involvement No Involvement b. Wetlands - Does the proposed work impact the use of regulatory wetlands? Yes No Printed 3/12/2021 Page 20 of 28 BLR 22210 (Rev. 11/20/13) If yes, indicate how the wetlands will be migrated. Banking Accumulation On-site Other A total of 3.55 acres of wetlands will be permanently impacted as a result of the project. All temporary impacts will be mitigated via restoring the site to pre-construction conditions by restoring original contours and re-seeding with native wetland species. A portion of wetland impacts will be mitigated through the purchase of wetland mitigation bank credits prior to letting, and a portion of impact to Fletcher Lake will be mitigated on-site. Results of coordination and the conceptual wetland compensation plan for Fletcher Lake are included in Appendix 18. c. Archaeological and Historical Preservation Include results of coordination. Does the project impact an archaeological or historic preservation site? Yes No If yes, describe any required documents. Results of coordination are included in Appendix 18. d. Threatened or Endangered Species – Does the project impact any endangered species or plants? Involvement No Involvement Include copy of biological resources memorandum or signoff by BDE and/or IDNR. Results of coordination are included in Appendix 18. e. Stream Modification and Wildlife Impacts - Include copies of any correspondence between BDE and IDNR or U.S. Fish and Wildlife Service. Attach copies of any additional coordination between local agency and IDNR or U.S. Fish and Wildlife Service whenever required as a result of biological review by BDE. Address any proposed mitigation measures. Involvement No Involvement Minor stream modification of West Norman Drain and the DuPage River will occur as a result of this project. No mitigation measures have been proposed beyond the proposed installation of streambank stabilization structures. Results of coordination are included in Appendix 18. 11. Section 4(f) Lands (BLRS Manual Section 20-3) a. Does this project require any right-of-way, including temporary construction easements, from a publicly owned park, recreational area, wildlife and waterfowl, or any historic site in or eligible for the National Register of Historic Places? Yes No b. If yes, what type of of the Section 4(f) involvement has been completed? Section 4(f) deminimis Standard Section 4(f) Temporary Occupancy None See Appendix 19 for the Section 4(f) determination summary and correspondence with the Official with Jurisdiction (OWJ). FHWA approved the Section 4(f) de minimis determination on October 8, 2020. FHWA approval may be found in Appendix 19. 12. Air Quality (BLRS Manual Section 20-11) Check One: a. This project is in an attainment area. Projects within a portion of a nonattainment area for which the Chicago Metropolitan Agency for Planning (CMAP) is the MPO. Printed 3/12/2021 Page 21 of 28 BLR 22210 (Rev. 11/20/13) This project is included in the On to 2050 Plan (transportation plan) and in the Transportation Improvement Program (TIP), endorsed by the MPOPC of CMAP , the region’s Metropolitan Planning Organization. The On to 2050 Plan (transportation plan) was found to conform by the Federal Highway Administration (FHWA) and the Federal Transit Administration (FTA) on 10/18/2019. The TIP was found to conform by FHWA on 10/18/2019 and by FTA on 10/18/2019. Projects within a nonattainment area served by a Metropolitan Planning Organization other than CMAP. This project is included in the Long-Range Transportation Plan and in the Transportation Improvement Program (TIP) endorsed by , the Metropolitan Planning Organization (MPO) for the region in which the project is located. On the Federal Highway Administration (FHWA) and the Federal Transit Administration (FTA) determined that the Long-Range Transportation Plan conforms with the transportation-related provisions of the Clean Air Act Amendments of 1990. The FHWA and the FTA determined on that the TIP conforms with the Clean Air Act Amendments. These finding were in accordance with 40 CFR Part 93, “Criteria and Procedures for Determining Conformity to State or Federal Implementation Plans of Transportation Plans, Programs, and projects Funded or Approved Under Title 23 USC or the Federal Transit Act.” The project’s design concept and scope are consistent with the project information used for the TIP conformity analysis. Therefore, this project conforms to the existing State Implementation Plan and the transportation- related requirements of the 1990 Clean Air Act Amendments. b. Mobile Source Air Toxics (See BDE PM 52-06) This project will not result in any meaningful changes in traffic volumes, vehicle mix, location of the exiting facility, or any other factor that would cause an increase in emissions relative to the no-build alternative. As such, FHWA has determined that this project will generate minimal air quality impacts for Clean Air Act criteria pollutants and has not been linked with any special Mobile Source Air Toxic concerns. Consequently, this effort is exempt from analysis for MSATs. Moreover, EPA regulations for vehicle engines and fuels will cause overall MSATs to decline significantly over the next 20 years. Even after accounting for a 64 percent increase in VMT, FHWA predicts MSATs will decline in the range of 57 to 87 percent, from 2000 to 2020, based on regulations now in effect, even with a projected 64 percent increase in VMT. This will both reduce the background level of MSATs as well as the possibility of even minor MSAT emissions from this project. c. Construction-related Particulate Matter Demolition and construction activities can result in short-term increases in fugitive dust and equipment-related particulate emissions in and around the project area. (Equipment-related particulate emissions are usually insignificant when equipment is well maintained.) The potential air quality impacts will be short-term, occurring only when demolition and construction work is in progress and local conditions are appropriate. The potential for fugitive dust emissions typically is associated with building demolition, ground clearing, site preparation, grading, stockpiling of materials, on-site movement of equipment, and transportation of materials. The potential is greatest during dry periods, periods of intense construction activity, and during high wind conditions. The Department’s Standard Specifications for Road and Bridge Construction include provisions on dust control. Under these provisions, dust and airborne dirt generated by construction activities will be controlled through dust control procedures or a specific dust control plan, when warranted. The contractor and the Department will meet to review the nature and extent of dust-generating activities and will cooperatively develop specific types of control techniques appropriate to the specific situation. Techniques that may warrant consideration include measures such as minimizing track-out of soil onto nearby publicly-traveled roads, reducing speed on unpaved roads, covering haul vehicles, and applying chemical dust suppressants or water to exposed surfaces, particularly those on which construction vehicles travel. With the application of appropriate measures to limit dust emissions during construction, this project will not cause any significant, short-term particulate matter air quality impacts. Printed 3/12/2021 Page 22 of 28 BLR 22210 (Rev. 11/20/13) d. Project-level Hot Spot Analysis. Check One: This project is in an attainment area and does not require a hot spot analysis. This project does not meet the definition of a project of air quality concern as defined in 40 CFR 93.123(b)(1). Due to This project will not cause a significant number of, or a significant increase in, diesel vehicles, and is not a project affecting intersections that are at Level-of-Service D, E, or F with a significant number of diesel vehicles, or those that will change to Level-of-Service D, E, or F because of increased traffic volumes from a significant number of diesel vehicles related to the project. Design year Average Daily Traffic (ADT) is less than 125,000 with diesel vehicles less than 10,000. This project will reduce air pollution by decreasing car idling associated with congested roadways while also reducing vehicle miles traveled. The project is also expected to save 166,915 metric tons of carbon dioxide from polluting the atmosphere. This decreased idling and miles traveled will also prevent 2,060 metric tons of air emissions including carbon monoxide, volatile organic compounds, and nitrous oxide through 2050. Source: IL Route 126 Re-Route Benefit Cost Analysis for BUILD Grant Application dated July 15, 2019 by S.B. Friedman. See Appendix 20. it has been determined that the project will not cause or contribute to any new localized PM2.5 or PM10 violations or increase the frequency or severity of any PM2.5 or PM10 violations. USEPA has determined that such projects meet the Clean Air Act’s requirements without any further Hot-Spot analysis. This project is in a non-attainment or maintenance area and is a project of air quality concern. Therefore, a qualitative hot spot analysis is required. See Attachment . e. COSIM Are through lanes or auxiliary turn lanes being added with this project? Yes No If yes, has a COSIM pre-screen analysis been completed? Yes No If yes, pre-screen analysis is attached as Attachment Appendix 20 . If no, explain why an analysis has not been performed. If yes, did the COSIM pre-screen analysis pass or fail? Pass Fail The project received IDOT concurrence of the pre-screen analysis on February 24, 2020. Refer to Appendix 20. If the COSIM pre-screen analysis failed, a full COSIM analysis would be required. Printed 3/12/2021 Page 23 of 28 BLR 22210 (Rev. 11/20/13) 13. Noise (BLRS Manual Section 20-6) The referenced project meets the criteria for a Type III project established in 23 CFR Part 772. Therefore, the proposed project requires no traffic noise analysis or abatement evaluation. Type III projects do not involve added capacity, construction of new through lanes, changes in the horizontal or vertical alignment of the roadway, or exposure of noise sensitive land uses to a new or existing highway noise source. 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. If this project involves a new alignment, additional lanes, or involves a significant alignment change, attach a traffic noise analysis. A noise analysis has been completed in March 2020 and concurrence has been received from IDOT Central Bureau of Design and Environment on April 1, 2020. The final Noise Technical Report determined that the proposed project is anticipated to have traffic noise impacts. Due to the existing relatively low traffic volumes along Naperville Road and IL 126, both impacts based on exceedances of the Noise Abatement Criteria (NAC) and impacts based on a substantial increase in noise were identified. The noise abatement evaluation, 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. The Traffic Noise Technical Report and noise abatement evaluation are included in Appendix 21. 14. Work Zone Transportation Management Plans Does the project intersect or follow a state route? Yes No Is the state or local route considered a significant route? Yes No Not Applicable If yes, describe how the Work Zone Transportation Management Plan is being implemented. Printed 3/12/2021 Page 24 of 28 BLR 22210 (Rev. 11/20/13) US 30, IL 59, and IL 126 are identified as Significant Routes and construction activities on these routes will exceed three days which puts the project into the Significant Project – Long Term category. Construction on US 30 will include reconstruction of the west leg of the intersection with IL 59 to add a westbound thru lane and two eastbound thru lanes. Roadway reconstruction will be necessitated by realignment of this leg and eliminating the warrant to have superelevation. The roadway profile will be such to avoid reconstruction of IL 59. Construction activities will be staged to maintain a single lane of travel and turn lanes to maintain existing traffic capacity during construction. Night-time construction is a traffic management strategy that will be considered and used if necessary in order to minimize delays to US 30. Construction on IL 59 does not include the north-south thru travel lanes. The northbound left turn lane will be reconstructed, and a northbound right turn lane will be added on the south leg of the 143rd Street intersection. A southbound right turn lane and left turn lane will be added on the north leg of the 143rd Street intersection. The median will be converted to a southbound left turn lane on the north leg of the 143rd Street intersection. The roadway profile of IL 59 is not being changed. Construction activities will be stages such that a minimum of one lane in each direction will be maintained at all times. 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 stages 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. See Appendix 25, IDOT Approval Memorandums for the approval of the Work Zone Transportation Management Plan and Maintenance of Traffic information. 15. Complete Streets (BLRS Manual Chapter 10) Does the project include the addition of a travel, turning, or bi-directional turn lane on a state highway? Yes No If yes, describe how the Complete Streets Law requiring accommodating bicyclists on a state route apply. See Appendix 11, Complete Streets Technical Memorandum for detailed information on the application of Complete Streets. 16. Maintenance of Traffic (BLRS Manual Section 22-2.11(b)(9)) Discuss how vehicle traffic and pedestrians will be accommodated during construction, including the impacts of any road and/or sidewalk closure. If the road will be closed, include information concerning location of alternate routes, their ability to handle the additional traffic (street width, number of traffic lanes, structural adequacy, etc.), and the amount of adverse travel. When a marked detour route will be provided, include coordination with appropriate agencies, a description of the adverse travel, and include a map showing the alternate routes or marked detour in the report. No roadway closures are anticipated for the construction of the improvements. Construction methods will include use of aggregate for temporary access to maintain driveway access at all times. Daytime lane closures of will be necessary to facilitate roadway widening. All lane closures shall meet IDOT Highway Standards. Construction staging will be designed to accommodate existing traffic. 17. Public Involvement (BLRS Manual Chapter 21) a. Summarize public informational meetings, formal public hearings, property owner signoffs, council or board meetings, media coverage, and personal contact with public. Include copies of newspaper advertisements, letter to property owners, public comments, and documents showing all public comments have been addressed. A public information meeting was held on September 24, 2019 at the Village of Plainfield community room. Newspaper advertisements for the meeting were published on 09/03/2019 and 09/17/2019 for the weeks leading up to the public meeting. A postcard was mailed to the properties near the project and a map of which properties received postcard mailings can be found in the Appendix 22. The meeting was also advertised on the Village of Plainfield’s website as well as postings of the informational board and strip map brought to the public meeting. At the public meeting and until October 8th, members of the public had a chance to fill out a comment form and Printed 3/12/2021 Page 25 of 28 BLR 22210 (Rev. 11/20/13) place it at the comment box at the meeting or email their comment to Plainfield Public Works. All comments received were addressed and any information including the informational boards and strip map can be found in the Appendix 22. At a Village of Plainfield board meeting held on November 19, 2018, information about the project was presented. This included history and next steps. The presentation from the meeting can be found in Appendix 23. A Village Committee of the Whole Meeting was held February 10th, 2020 which partly discussed the projects fiscal needs as this meeting was for the 2020-2021 Draft Fiscal Year Budget for the Village. The project was again presented in the Public Works Report portion of the December 21st, 2020 Village Board Meeting. Meeting minutes from these Village Board Meetings can be found in Appendix 23. On August 22, 2019, The project team met with Chicago Bridge and Iron, a stakeholder due to land acquisition on their property from compensatory storage. Meeting min and meeting agenda can be found on Appendix 23. The Plainfield Park District is an important stakeholder in the project and was met with on multiple occasions. The first meeting was on October 4, 2018, next on February 13, 2019, and again on June 6, 2019. Meeting minutes and exhibits from the meetings can be found in Appendix 23. The recreational hunting and fishing club, “The Bass and Gill Club” is also a major stakeholder in the project do to a large portion of the roadway being on their property and requiring land acquisition. The Bass and Gill Club were also met several times. The first meeting on January 2, 2019 was held at the Village of Plainfield with Steve Beese. The next meeting with Bass and Gill Club occurred at the Bass & Gill clubhouse on May 1, 2019 with the club’s board members and interested members. Another meeting was held on September 4, 2019 at the Bass and Gill Club with board members and interested members. The most recent meeting with the hunting and fishing club was held on March 4th, 2020. Presentations, meeting minutes, and supplementary exhibits are attached in Appendix 23. Additional correspondence with the club discussing Fletcher Lake landscaping is also attached as a part of Appendix 23. Several members of the public whom live in the project area were met with. A detailed list is below: 23234 Main St – Met with Mick and Pauline and shared Exhibit showing his property on 8-27-2019 14201 S. Naperville Rd – Met with Bill and Beverly Barnes on 01-16-2019 at Plainfield Public Works and again at a resident stakeholder coordination meeting 11/26/2019. 14205 S. Naperville Rd – Met with Paula Mingucci on 01-04-2019 at Plainfield Public Works 14209 S. Naperville Rd – Met with Michael and Jessica Lettiere on 01-04-2019 at Plainfield Public Works 14209 S. Naperville Rd – Met with Michael Lettiere on 06-26-2019 at Plainfield Public Works 14302 S. Naperville Rd – Met with Jaymes Parker on 01-04-2019 at Plainfield Public Works 14310 S. Naperville Rd – Met with Jerry Taylor on 01-11-2019 at Plainfield Public Works 14306 S. Naperville Rd – Met with Dave Fahlgren on 01-11-2019 at Plainfield Public Works 14213 S. Naperville Rd – Met with William and Jacqueline Lazo on 01-10-2019 at Plainfield Public Works 14213 S. Naperville Rd – Met with William and Jacqueline Lazo on 07-22-2019 at Plainfield Public Works 14217 S. Naperville Rd – Met with Mary Ellen Music on 01-21-2019 at Plainfield Public Works 14218 S. Naperville Rd – Met with Jeanette, Terry, Tom, and Kevin on 04-19-2019 at Plainfield Public Works 14027 S. Naperville Rd – Met with Cindy and Alan Cordial 11/26/2019. See detailed stakeholder correspondence history in Appendix 23. Other Stakeholder Correspondence: 23239 W. Main St, Pure Rod and Gun Club – Noise analysis and survey notification mailed on 08/27/2019 23412 Copper Dr – Noise analysis and survey notification mailed on 08/27/2019 23132 Main St – Stakeholder outreach and survey notification mailed 12/20/2018 14123 S. Naperville Rd – Stakeholder outreach and survey notification mailed 12/20/2018 14127 S. Naperville Rd – Stakeholder outreach and survey notification mailed 12/20/2018 14203 S. IL Route 59, CubeSmart Self Storage – Stakeholder outreach and survey notification mailed 12/20/2018 as well as email correspondence. 14110 S. IL Route 59, Main Street Supply and Services – Stakeholder outreach and survey notification mailed 12/20/2018 14360 S. IL Route 59, Crosswinds Church – Stakeholder outreach and survey notification mailed 12/20/2018 Chicago Bridge and Iron – Stakeholder meeting 08/22/2019. Note: All previous public involvement can be found in the previously approved phase I PDR. Printed 3/12/2021 Page 26 of 28 BLR 22210 (Rev. 11/20/13) b. Has any opposition been expressed toward the improvement? Yes No c. If yes, briefly discuss the type and extent of opposition. After review of all the public comments, the project team found that the top three concerns voiced by respondents were 71% traffic, 54% trucks, and 37% 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 at the time of the public meeting the noise analysis was still being completed, so not all questions regarding potential noise mitigation could be answered at the public meeting. See Appendix 22, which contains the public meeting summary which includes a chart of % comment respondents identifying a particular concern. If yes, discuss how the opposition has been addressed with the property owners? Most property owners in the project limits have been personally met with to answer any questions or concerns they might have. Questions or concerns that were emailed or mailed to the Village of Plainfield were also addressed either in person or via mail. Final noise analysis results were shared via the Village’s website and by letter to inform the property owners with noise concerns. Each public comment given to the project team was given consideration and a response was formulated. Public comments and responses are provided in Appendix 22 for the public information meeting and additional emailed questions and responses from the public can be found in Appendix 23. 18. Coordination: LA-IDOT-FHWA (BLRS Manual Section 22-1.02) Have there been any coordination meetings for this project? Yes No If yes, list the date(s) of the coordination meeting(s) below and attach coordination meeting minutes in the report. LA: Alignment Alternatives Village Meeting on May 11, 2018 and Alignment Village Meeting (143rd St Planning) on June 20, 2018. Results of these meetings can be found in Appendix 24. IDOT: Alignment Meeting held July 17, 2018, Meeting with IDOT (Phase 1 Addendum) on August 1, 2018, IDOT Funding and Jurisdictional transfer meeting on June 10, 2019, and IDOT Funding and Land Acquisition meeting on November 12, 2019. An IDOT project status update meeting was held on December 1st, 2020 over WebEx video conferencing. Results of these meetings can be found in Appendix 24. FHWA: Coordination meeting held on September 18, 2018. Another FHWA coordination meeting was held on October 6th, 2020 over WebEx video conferencing. Results of these FHWA coordination meetings can be found in Appendix 24. 19. Other Coordination Attach results. A. Julie request and correspondence with utilities in the project area ongoing. B. ComEd: Transmission Line Concepts Meeting August 22, 2017, Meeting held on October 24, 2017, Land Acquisition Meeting May 20, 2019. ComEd 20-Year Lease letter of intent coordination. C. IDOT email correspondence on various geometric design guidelines. D. Environmental Survey Request Coordination email correspondence. E. IDOT email correspondence on various design exceptions. F. Bass and Gill Club exploratory excavation. G. IDOT residential displacement email correspondence. H. March 31, 2019 CMAP 2050 projections. I. Hazardous mailbox correspondence J. Will County Land Use Department coordination meeting of October 21, 2020. K. IDOT email correspondence of February 26, 2021 on deferral of TS&L approval to the phase II. Above other coordination may be found in Appendix 26. Printed 3/12/2021 Page 27 of 28 BLR 22210 (Rev. 11/20/13) 20. Summary of Commitments A. Techniques to improve the water quality of the stormwater runoff will be applied. B. Project staging will be designed to provide access the Fletcher Lake, owned by the Bass & Gill Club, at all times during the project. C. A sight screen fence will be constructed along Fletcher Lake owned by the Bass & Gill Club. This fence will act to both provide a visual barrier and to keep snow from plowing operations from being transferred to the lake. D. In addition to compensatory storage provided on Fletcher Lake owned by the Bass & Gill Club, the lake will be expanded in the same area. The intent is to restore fish / wildlife habitat impacted by filling in a portion of the lake to construct the new 143rd Street. E. The preservation and replacement of trees shall comply with IDOT policy D&E-18. See Appendix 18 for Tree Survey. F. The project will purchase credits at an approved wetland mitigation bank prior to project letting. G. TS&L plans for the DuPage River Bridge (SN 099-6006), West Norman Drain Culvert (SN 099-3364), IL 126 Culvert (SN 099-2010), and the Bass & Gill Retaining Wall (SN099-W028) will be completed in phase II of the project. H. The Village of Plainfield is required to request in writing that IDOT’s Bureau of Bridges and Structures perform the steel fabrication inspection. This request should be made once the steel fabricator is selected. I. Previous commitment to the property located at the northeast corner of IL 126 and 143rd Street is hereby rescinded. The property is now vacant. J. An additional public information meeting will be held in phase II of the project. A report documenting the public involvement activity will be submitted to IDOT. Printed 3/12/2021 Page 28 of 28 BLR 22210 (Rev. 11/20/13) Summary of Appendices: 1. Location Map and Functional Classification Map 2. Existing Typical Sections and Plan and Profile 3. Structure Master Report and BCR Approval Letter 4. Proposed Purposed and Need, Typical Sections, and Plan and Profile 5. Preliminary Bridge Design and Hydraulic Report Approval Cover Letter 6. Intersection Design Studies 7. Bass & Gill Club Alternatives Memorandum 8. Type, Size, and Location (TS&L) Plans 9. BDE 3100 Design Exception Request Forms 10. Project Cost Estimate 11. Complete Streets Memorandum 12. Crash Analysis 13. Land Acquisition Summary 14. Urbanized Area Map 15. FEMA Maps 16. 404 Permit Correspondence 17. PESA 18. Environmental Survey 19. Section 4(f) 20. COSIM Pre-Screen Analysis 21. Noise Analysis 22. Public Information Meeting 23. Other Public Meeting Involvement 24. LA-IDOT-FHWA Coordination Meetings and Bimonthly Coordination Meeting Minutes 25. IDOT Approval Memorandums 26. Other Coordination Under Separate Cover Originally Approved Project Development Report Location Drainage Study (LDS) Hydraulic Studies APPENDIX 1 Location Map and Functional Classification Map 143rd Street Extension Location Map - Will County, IL 02.55Miles Service Layer Credits: Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, © OpenStreetMap contributors, and the GIS User Community Project Location ���� ^ ��� ��v�]}v W �}i� >