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Location Drainage Study
1 Mike Wittkop From:Stallworth, Kevin D <Kevin.Stallworth@illinois.gov> Sent:Thursday, March 25, 2021 8:11 AM To:Tice 'Charles' Cole Cc:DavisD1, Michelle L.; Mike Wittkop; Alexandra Zelles; Jeremy Metz; Michael Boehm; Randy Jessen; Scott Threewitt; Allen Persons Subject:FW: Illinois.gov File Transfer Link - Plainfield 143rd Street LDS External Message: This email was sent from someone outside of CMT. Please use caution with links and attachments from unknown senders or receiving unexpected emails. Tice, Plainfield / 143rd St. Extension, sec. 06‐00040‐00‐FP The Location Drainage Study for the subject project is approved. Please see the message below and take the requested action to follow up. Please insert this string of emails into the final Project Development Report (PDR) and submit the PDR to me as soon as possible (this morning if possible). I will forward the final PDR to our regional engineer, and subsequently to our Central Office, and request their expedited final reviews and signatures of design approval. Thanks, Kevin ‐‐‐‐‐Original Message‐‐‐‐‐ From: Batista, Santos <Santos.Batista@illinois.gov> Sent: Thursday, March 25, 2021 8:06 AM To: Stallworth, Kevin D <Kevin.Stallworth@illinois.gov> Cc: Lewis, Michelle A. <Michelle.Lewis@illinois.gov>; Masouridis, Eleftherios P <Eleftherios.Masouridis@illinois.gov> Subject: RE: Illinois.gov File Transfer Link ‐ Plainfield 143rd Street LDS I reviewed the latest submittal in which they moved the proposed sewer east of IL 59 to the river out of the pavement area. We have no further comment, The LDS is approved. Please order one hard copy for Hydraulics and as many copies as you need for Local Road. The Final LDS should contain a CD or Flash Drive that has a PDF copy of the report, CAD files for the project and all StormCad files. Thanks Santos Batista Hydraulics Engineer District 1/Programming/Hydraulics 847 705‐4764 ‐‐‐‐‐Original Message‐‐‐‐‐ From: Stallworth, Kevin D <Kevin.Stallworth@illinois.gov> Sent: Wednesday, March 24, 2021 5:57 PM 2 To: Batista, Santos <Santos.Batista@illinois.gov> Subject: FW: Illinois.gov File Transfer Link ‐ Plainfield 143rd Street LDS Santos, Please confirm that you have downloaded the latest revision of the LDS (submitted this afternoon). Thanks again for your help moving the review forward. ‐Kevin ‐‐‐‐‐Original Message‐‐‐‐‐ From: mboehm@cmtengr.com <mboehm@cmtengr.com> Sent: Wednesday, March 24, 2021 5:47 PM To: Stallworth, Kevin D <Kevin.Stallworth@illinois.gov>; Tice 'Charles' Cole <ccole@cmtengr.com>; Batista, Santos <Santos.Batista@illinois.gov> Subject: Illinois.gov File Transfer Link ‐ Plainfield 143rd Street LDS You have files (Plainfield_143rd_LDS(compressed).pdf, Electronic Files.zip) waiting for you, sent by mboehm@cmtengr.com. Message from sender: All, Please see the attached revised Location Drainage Study for the Plainfield 143rd Street Project. Thanks, Mike Boehm To download the file, simply click this link https://nam11.safelinks.protection.outlook.com/?url=https%3A%2F%2Ffilet.illinois.gov%2Ffilet%2Fdownload.asp%3Fke y%3DjnAIqn8HChBAs9ywuLlV34vtwdbTW8rT&data=04%7C01%7Cmwittkop%40cmtengr.com%7Cd2baf35f115348a 3bbef08d8ef8f7b93%7Cb837cea6fc4a45b4bbd7c6d3b1216fdd%7C0%7C0%7C637522746824588434%7CUnknown%7CT WFpbGZsb3d8eyJWIjoiMC4wLjAwMDAiLCJQIjoiV2luMzIiLCJBTiI6Ik1haWwiLCJXVCI6Mn0%3D%7C1000&sdata=dIxN m9PUiPD0sOWDyLu5UCa7u2pgaffWejIKdBX4v2A%3D&reserved=0 If you are unsure of the sender, or question the file, validate with the sender mboehm@cmtengr.com before downloading 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. NO.DWG NO./ SPEC NO./ SECTION NO., ETC.COMMENTBY COMMENTSRESPONSEBY:ACTION REQ'D RESPONSES CURRENT STATUS (OPEN/ CLOSED)1Proposed Drainage Plan - Sheet 3BatistaA coordination call was held on March 23rd at 3:00pm with Santos Batista (IDOT), Mike Wittkop (CMT), Mike Boehm (CMT), and Chris Dagiantis (CMT) to discuss the storm sewer from IL 59 to station 520+00. IDOT requested that the trunk line be moved outside of the pavement. The group discussed various configurations and options to move storm sewer from under the pavement. The connection to the IL 59 trunk line may be at the same location due to conflicts with existing and proposed utilities. CMT will work to adjust additional storm sewer sections from under the pavement as directed by IDOT or provide additional justification if not possible. MB/CPD ACMT has realigned storm sewer sections from under the pavement as directed. To facilitate this, pipe cover was reduced to approximately 2.1 feet at certain locations. The connection point and final section of storm sewer at RT 59 will remain in the pavement as discussed.CLOSED2Proposed Drainage Plan - Sheet 4BatistaA coordination call was held on March 23rd at 3:00pm with Santos Batista (IDOT), Mike Wittkop (CMT), Mike Boehm (CMT), and Chris Dagiantis (CMT) to discuss the storm sewer from station 520+00 to station 525+50. IDOT requested CMT re-evaluate this system. IDOT requested that it be explored if the storm sewer lateral at station 520+00 could be updated to outlet to IL 59 rather than the infiltration basin. IDOT noted that for the design to not change additional documentation is warranted. MB/CPD ACMT has realigned storm sewer sections from under the pavement as directed. To facilitate this, pipe cover was reduced to approximatley 2.1 feet at certain locations, and certain pipes had to be matched by invert instead of by crown as requested in previous LDS review comments. CLOSEDDISPOSITION OF COMMENTSReviewing Agency:Date of Review:Project Name:Section / Project No.:Milestone:Consultant:Date of Response:March 24, 2021143rd Street ExtensionSection 06-00040-00-FP / Project M-9003(273)Location Drainage Study CommentsCrawford, Murphy & Tilly, Inc.Hydraulics UnitMarch 23, 2021Page 1 of 12021-03-23 Disposition Comments IDOT LDS Printed 3/24/2021 Page 1 of 27 D1 PD0022 (Rev. 12/08/14) Location Drainage Study PROJECT ROUTE: 143rd STREET LIMITS: FROM IL RTE. 59 TO IL RTE. 126 MUNICIPALITY/COUNTY: VILLAGE OF PLAINFIELD/WILL JOB NUMBER: 18024201-00 PREPARED FOR: District One Bureau of Programming Hydraulics Section DATE: January 28, 2020 REVISED: March 24, 2021 PREPARED BY: Crawford, Murphy & Tilly DATE: January 28, 2020 REVISED: March 24, 2021 Printed 3/24/2021 Page 2 of 27 D1 PD0022 (Rev. 12/08/14) TABLE OF CONTENTS 0-00 OVERALL PROJECT SCOPE 1-00 EXISTING DRAINAGE SYSTEM 1-01 IDENTIFIED DRAINAGE PROBLEMS 1-02 IDENTIFIED BASE FLOODPLAINS 1-03 MAJOR DRAINAGE FEATURES 2-00 PROPOSED DRAINAGE SYSTEM 2-01 DESIGN CRITERIA 2-02 OUTLET EVALUATION 2-03 STORM WATER DETENTION ANALYSIS 2-04 RIGHT OF WAY ANALYSIS 2-05 DRAINAGE ALTERNATIVES 2-06 LOCAL AND OTHER AGENCY COORDINATION 2-07 PROPOSED DRAINAGE PLAN 2-08 WATER QUALITY/BMP 3-00 FLOODPLAIN ENCROACHMENT EVALUATION 4-00 ILLINOIS DEPARTMENT OF NATURAL RESOURCES OFFICE OF WATER RESOURCES (IDNR-OWR) PERMIT 5-00 Appendix A: Source Data Reviewed Appendix B: Exhibits Appendix C: Correspondence Appendix D: Supporting Documents Printed 3/24/2021 Page 3 of 27 D1 PD0022 (Rev. 12/08/14) LOCATION DRAINAGE STUDY CHECKLIST Project Route: 143rd street Limits: Illinois Route 59 to Illinois 126 Municipality/County: Village of Plainfield / Will County Job Number: 18024201-00 0-00 OVERALL PROJECT SCOPE (Provide a brief description of the overall project.) A new section of 143rd Street is proposed from Illinois Route 59 to Illinois Route 126 in Will County, Illinois. No roadway currently exists in this corridor and the proposed roadway will consist of 4 lanes of traffic. The project will entail one new river crossing of the DuPage River and a culvert extension at the West Norman Drain. Two hydraulic reports under separate cover focus on the DuPage River and the West Norman Drain. This Location Drainage Study is an update to a previous location drainage study for this project, which was accepted in 2010. The primary change is the roadway alignment was shifted to the north. 1-00 EXISTING DRAINAGE SYSTEM (see Exhibit 1-00a, General Location Drainage Map) Exhibit 1-00b, Existing Drainage Plan) (If Exhibit 1-00b is not available, provide a brief description) 1-01 IDENTIFIED DRAINAGE PROBLEMS (see Appendix C) Yes No 1-01.1 Description: The primary section of the project is undeveloped without an existing roadway. The existing drainage networks are located at the proposed connections of proposed 143rd with Illinois Route 59, Naperville Road, and Illinois Route 126. IDOT District 1 was contacted to determine if any existing drainage problems on Illinois Route 59 and Illinois Route 126 in the vicinity of the proposed intersections had been documented. IDOT did not report any documented drainage problems within these areas. The City of Plainfield had no documented drainage problem within the area of the proposed intersection of 143rd Street and Naperville Road. 1-02 IDENTIFIED BASE FLOODPLAINS (see Exhibit 1-02a Flood Boundary and Floodway Map or Flood Insurance Rate Map and Section 3-00) The Flood Insurance Rate Map for Will County was examined for identified base floodplains which were either traversed by or adjacent to proposed 143rd Street which were either: Floodplains Yes No Floodways Yes No Printed 3/24/2021 Page 4 of 27 D1 PD0022 (Rev. 12/08/14) 1-03 MAJOR DRAINAGE FEATURES (see Exhibit 1-00a) 1-03.1 Bridges Location: DuPage River – Between Route 59 and Plainfield-Naperville Rd. Structure No.: No existing bridge. Hydraulic Report Prepared by CMT in 2020 Waterway Information Table Available: Yes (Exhibit 1-03.1a) No Narrative Summary: In the existing condition there is no existing roadway or bridge over the DuPage River at this location. See proposed section regarding details for the proposed bridge. See exhibit 1-03.1a for the existing condition hydraulic information. Location: West Norman Drain – Route 59 South of 143rd Street Structure No.: 099-4638 Hydraulic Report Prepared by CMT in 2020 Previous Hydraulic Report Prepared by Homer L. Chastin & Associates, LLP In 2000 Waterway Information Table Available: Yes (Exhibit 1-03.1b) No Narrative Summary: The former culvert, which was reconstructed as a bridge in 2004, carries the West Norman Drain under IL 59. The structure’s freeboard is 2.45’ in the existing condition and does not currently meet minimum freeboard requirements. 1-03.2 Major Culvert Crossings Location: West Norman Drain – West of Route 59 Structure No.: 099-3364 Hydraulic Report Prepared by CMT in 2020 Previous Hydraulic Report Prepared by HNTB Corp. In 2005 Waterway Information Table Available: Yes (Exhibit 1-03.1b) No Printed 3/24/2021 Page 5 of 27 D1 PD0022 (Rev. 12/08/14) Narrative Summary: An existing triple 10'X8' box culvert, which was reconstructed in 2005, carries the West Norman Drain under 143rd Street west of IL Rt. 59. The box culvert is currently 78'-8" long. The tributary area is 8.4 sq miles. The structure does not currently overtop with a design (50-yr) capacity of 1,990 cfs and an existing head of 1.0' (Headwater Elev = 609.4). The structure’s existing overtopping frequency is 335 years. The existing freeboard is 3.56'. 1-03.3 Pump Stations - None 1-03.4 Reservoirs/Detention Facilities Location: DuPage River/ 143rd Street Pond (Station 532+50, 80’ LT) Narrative Summary: The water body is a private recreational pond. There are no known control structures or other engineered hydraulic features associated with this pond. Location: U-STORE-IT Pond, 143rd Street (Station 525+40, 70’ LT) Narrative Summary: The Village of Plainfield has no record of stormwater permitting for the pond on this site. The presence of control structures is unknown. There will be partial or full acquisition of this site for proposed roadway, resulting in a removal of at least 75% of existing impervious surfaces. 1-03.5 Depressed Road - None 1-03.6 Channels and Zone A Floodplains 1-03.6.1 Location: Fletcher Lake at Bass and Gill Club Narrative Summary: Fletcher Lake is within the Bass and Gill Club and located on the north side of proposed 143rd Street between Plainfield-Naperville Road and IL Route 126. Fletcher Lake is manmade created when it was excavated for sand and gravel. The nearby lakes (gravel pits) and the soils boring report indicate that there is granular material in the natural soils as well as fractured bedrock beneath. The water level in Fletcher Lake is equal to the groundwater level around the lake. Typically, rainfall that infiltrates into the ground will gradually move laterally to the DuPage river. The elevation profile for the area dictates that groundwater moves from the lakes east of Fletcher Lake towards the DuPage River. The depth of Fletcher Lake varies from 3’ to 10’. The normal water level is estimated at elevation 602 based on surveys and Will County LIDAR data. The current effective (February 15, 2019) FEMA Flood Insurance Rate Map (FIRM) identifies the area as a Zone A floodplain indicating a study has not been completed to establish a 100-year flood elevation. Printed 3/24/2021 Page 6 of 27 D1 PD0022 (Rev. 12/08/14) 1-03.6.2 Location: 143rd Street over West Norman Drain Narrative Summary: The project corridor is located just upstream of the confluence of the DuPage River and the West Norman Drain. The roadway is proposed to run in an east west direction parallel to the West Norman Drain on the north side and will have a small impact on its floodplain. In this vicinity, the West Norman Drain flows from north to south. Near the proposed roadway, the West Norman Drain has a significant number of meanders, a large wetland, and it is impacted by backwater from the DuPage River. A culvert consisting of two 9.667’x8’ and one 10’x8’ box culverts 78’-103/8” in length conveys flow beneath 143rd Street. Data is available for a large event that occurred in October 1954 as shown in the hydrologic atlas. The water surface elevation at IL Route 59 Bridge and at the 143rd Street box culverts was subject to the DuPage River backwater of 606.76. Data was also obtained for flooding that occurred on September 15, 2008 due to three consecutive days of rain across the Midwest. The measured water surface elevation at the southern (downstream) face of the triple box culverts on the West Norman Drain at 143rd Street was approximately 605.5. These recorded water surface elevations are lower than the October 1954 flood elevations. 1-03.6.3 Location: IL 59 over West Norman Drain Narrative Summary: West of IL Route 59, the West Norman Drain flows from west to east. In this area, the West Norman Drain floodplain is primarily open field with wetlands with commercial businesses located to the north and south of 143rd Street. The West Norman Drain then passes through the structure at IL 59 and continues east towards its confluence with the DuPage River. Data is available for a large event that occurred in October 1954 as shown in the hydrologic atlas. The water surface elevation at IL Route 59 Bridge and at the 143rd Street box culverts was subject to the DuPage River backwater of 606.76. Data was also obtained for flooding that occurred on September 15, 2008 due to three consecutive days of rain across the Midwest. Approximately 7 inches of rain fell as measured by the O’Hare rain gauge between September 13th and September 15th which resulted in flooding throughout the area. The measured water surface elevation at the eastern (downstream) face of the IL Route 59 Bridge over the West Norman Drain was approximately 605.3. Printed 3/24/2021 Page 7 of 27 D1 PD0022 (Rev. 12/08/14) 1-03.6.4 Location: DuPage River Narrative Summary: In the vicinity of the project, the DuPage River has a wide floodway, and the floodplain is approximately 1,000 feet wide. The channel has a significant meander located upstream of the confluence of the DuPage River and the West Norman Drain. There is no structure at this current location. The DuPage River has several meanders, and there is a considerable amount of erosion to the channel banks. There does not appear to be a great deal of debris collection through the project corridor. The floodplain is primarily brush and farm fields, with some residential properties along the east portion of the floodplain. Wetlands are located on the western and eastern banks of the DuPage River at the project location in addition to the confluence of the DuPage River and West Norman Drain south of the roadway. The land adjacent to the DuPage River is floodplain and prone to flooding. There are pictures, but no district operations reports available from the largest rain event occurring in 1996. Based on the 1996 pictures in Appendix D, the water surface elevation at the proposed 143rd Street alignment is approximately 606.5 and 609.0 at Weller Drive, which would be between the modeled 50-year and 100-year existing water surface elevation. Furthermore, the pictures indicate that the flood waters did not overtop Naperville Road. Pictures and data are available from the September 15, 2008 and May 3, 2019 events. Flooding occurred on September 15, 2008 due to three consecutive days of rain across the Midwest. Weller Drive, west of Naperville Road, was partially inundated, but the no homes are known to have flooded. Approximately 7 inches of rain fell as measured by the O’Hare rain gauge between September 13th and September 15th, which resulted in flooding throughout the area. the measured water surface elevation east of the DuPage River south of the location of the proposed bridge was 605.3 based on the NGVD 1929 datum (605.1 based on the NAVD 1988 datum). The measured water surface elevation at the eastern face of the IL Route 59 Bridge over the West Norman Drain was approximately 605.5 (FEMA Datum – NGVD 1929). 1-03.6.5 Location: Lily Cache Narrative Summary: The Lily Cache Creek runs predominantly north to south. The creek is to the east of the Bass & Gill Club Lakes and is about 1,800 ft east of the project limits. Its floodplain includes Main Lake, which is northeast of the IL 126 and 143rd Street intersection. A small section of proposed work around Main Lake, is within the Lily Cache floodplain. Printed 3/24/2021 Page 8 of 27 D1 PD0022 (Rev. 12/08/14) 2-00 PROPOSED DRAINAGE SYSTEM ( Exhibit 2-00a, Proposed Drainage Plan) 2-01 DESIGN CRITERIA ( Exhibit 2-01a – Typical Existing Cross Section). Exhibit 2-01b – Typical Proposed Cross Sections, if not available, provide a brief description) Check all that apply: New Construction Reconstruction 3R Projects (Non-Freeways) 3R Projects (Freeways) 1. Proposed storm sewer conveyance systems will be designed for a 10-year storm frequency with a velocity between 3 ft/sec and 10 ft/sec. For storm sewers oversized for detention minimum velocity is 2 ft/sec. Yes No N/A Justification for non-compliance: 2. Proposed ditches will be designed for a 50 year storm frequency and desirable ditch grades will be no less than 0.5%. Yes No N/A Justification for non-compliance: n/a 3. The roadway edge of pavement at the low grade point in a floodplain area for highways with a Design Hourly Volume (DHV) of 100 or more shall be a minimum of three feet above design headwater elevation. Yes No (BDE 3100 Required) N/A Justification for non-compliance: n/a 4. It is required that a minimum clearance of two (2) feet be established between the design high water and the low beam elevation of bridge structures. The bottom of the bridge super structure shall not be below the all-time high water elevation for the new freeway and expressway construction. Yes No (BDE 3100 Required) N/A Justification for non-compliance: n/a 5. The waterway openings of bridges and culverts will be designed for a 50-year storm frequency. Yes No N/A Justification for non-compliance: n/a 6. The vertical alignment for curbed pavements will have a minimum grade of 0.3% and a drainage maximum “K” value of 167 English Unit. Yes No N/A Justification for non-compliance: n/a Printed 3/24/2021 Page 9 of 27 D1 PD0022 (Rev. 12/08/14) 7. Minimum Pavement cross slopes will be 1.5% to 2% per BDE Manual Section 34.2.01 (b). Yes No N/A Justification for non-compliance: n/a 2-02 OUTLET EVALUATION Unless otherwise noted below, the various outlets within the limits of the subject improvement were determined to be suitable for continued use under proposed conditions without modifications or the provision of storm water detention. Unsuitable outlets: Yes No Sensitive (receptor to rate, volume, and/or water quality) outlets: Yes No Location: Outlet #14 (143rd Street 173+00, 190’ LT) Description: Outlet #14 is a sensitive receptor to water quality. The outlet discharges to the Lily Cache Infiltration Basin and overflows into Main Lake during large storm events. The Lily Cache Infiltration Basin accepts and passively treats drainage from 143rd street, by allowing it to infiltrate into the soil. See Appendices C and D for additional information regarding the Bass & Gill Club Lakes. 2-03 STORM WATER DETENTION ANALYSIS This project has been reviewed in accordance with Drainage Manual, Section 1-304.03 “Storm Water Storage”. 2-03.1 Evaluation No storm water detention required Comments: Storm water detention will not be provided for this project as the project primarily discharges directly to the West Norman Drain and the DuPage River. The Will County Stormwater Technical Guidance Manual indicates direct discharges are exempt from any storm water detention requirements. Printed 3/24/2021 Page 10 of 27 D1 PD0022 (Rev. 12/08/14) 2-.03.2 Recommendation Detention Ponds Yes No Storage Pipes Yes No Oversizing storm sewers/ditches Yes No Control structure schematics (see Exhibit 2-03.2a) Yes No 2-04 RIGHT OF WAY ANALYSIS (See Exhibit 2-04) Yes No Additional right of way is required to accommodate the proposed drainage system. Location: West Norman Drain Compensatory Storage (143rd St 510+00, 170’ RT to 515+00, 245’ RT) Description: Fee Simple Acquisition for compensatory storage area. Maintenance responsibilities for this parcel belong to IDOT. Location: Lily Cache Infiltration Basin (143rd St 570+70, 90’ LT to 573+30, 140’ LT) Description: Fee Simple Acquisition for infiltration basin area. Maintenance responsibilities for this parcel belong to IDOT. Location: DuPage West Infiltration Basin (143rd St 523+76, 90’ LT to 528+28, 90’ LT) Description: Fee Simple Acquisition for infiltration basin area. Maintenance responsibilities for this parcel will initially belong to the Village of Plainfield. IDOT would be responsible after the jurisdictional transfer. Comments: The right of way requirements have been coordinated and accepted by the Project and Environmental Studies Section. Yes No A drainage easement(s) is required to accommodate the proposed drainage system (If no, delete below). Location: West Norman Drain North Compensatory Storage (143rd St 510+70, 160’ LT to 512+00, 160’ LT) Description: Permanent Easement for compensatory storage area. Maintenance responsibilities for this parcel belong to IDOT. Location: DuPage River Compensatory Storage (143rd ST 523+60, 300’ LT to 527+20, 270’ LT) Description: Permanent Easement for compensatory storage area. The Village of Plainfield will initially have maintenance responsibilities of this parcel. The maintenance responsibility will belong to IDOT after jurisdictional transfer. Printed 3/24/2021 Page 11 of 27 D1 PD0022 (Rev. 12/08/14) Location: West Bass and Gill Compensatory Storage (143rd St 545+00, 150’ LT to 548+50, 150’ LT) Description: Temporary Easement for compensatory storage area. Maintenance responsibilities for this parcel belong to a private party (Bass & Gill Club). Location: East Bass and Gill Compensatory Storage (143rd St 567+00, 190’ LT to 570+40, 360’ LT). Description: Temporary Easement for compensatory storage area. Maintenance responsibilities for this parcel belong to a private party (Bass & Gill Club). Comments: The drainage easement(s) have been coordinated and accepted by the Project and Environmental Studies Section. 2-05 DRAINAGE ALTERNATIVES (Briefly describe each alternative and justify the selection) Drainage is directed to either the DuPage River, West Norman Drain or Lily Cache rivers based on the proximity to each waterway and available slopes. Drainage from the proposed roadway is being directed away from Fletcher Lake (Bass and Gill Club) for water quality of the lake. 2-06 LOCAL AND OTHER AGENCY COORDINATION (see Appendix C) Yes No Local ordinances considered Yes No Joint participation Yes No Sewer separation Yes No Jurisdictional transfer Yes No Letter of intent required/processed/approved Yes No Coordination completed and comments provided. Comments: The Village of Plainfield has jurisdiction to review stormwater management in compliance with the minimum standards of the Will County Stormwater Ordinance and their local requirements. IDNR- OWR has indicated that IDOT would be granted review authority for this project’s floodway permitting (Attachment C-4). However, final jurisdiction will not be determined until an application is submitted. Additional coordination will be required with IDNR-OWR for permitting during Phase 2. Storm sewer has been designed to meet minimum separation requirements to water main. Existing water main may need to be relocated or adjusted. Printed 3/24/2021 Page 12 of 27 D1 PD0022 (Rev. 12/08/14) 2-07 PROPOSED DRAINAGE PLAN 2-07.1 Roadway Drainage Ditches and Swales Yes No Regrade/reestablish existing ditches/swales Limits: 143rd Street from Station 512+25 to 515+00 LT. IL Route 59 from Station 3404+10 to 3406+25 LT. Naperville Road Station 718+00 to 723+50 LT. IL Route 126 Station 26+00 to 32+15 LT. Comments: The existing ditches were reestablished to their original cross section where possible. Yes No Construct new ditches/swales Storm Sewers Yes No Utilize existing storm sewers with minor extensions and/or adjustment of existing drainage structures Limits: 143rd Street (506+00 RT to 507+80 RT) Comments: Existing storm sewer to be utilized. Yes No Replace/relocate/upsize existing storm sewers Limits: 143rd Street (507+80 RT to 513+50 RT), 143rd Street (507+90 LT to 508+00 LT), Route 59 (3396+00 RT to 3400+50 RT) and Route 59 (3400+50 LT to 3406+25 LT) Comments: Existing storm sewer to be relocated. Yes No Abandon/Remove existing storm sewers Limits: 143rd Street: 507+75 LT, 507+75 RT to 508+80 RT, 510+42, 511+35 RT to 511+85 RT, 511+90 RT, 511+56 to 512+15 LT, 513+17 RT, 514+51 RT, 515+62, 517+58 to 524+77. IL 59: 3397+94 LT to 3400+65 LT. Naperville Road: 720+50 RT to 721+26 RT, 721+24 LT to 721+48 LT, 723+00 RT to 723+24 RT. IL 126: 30+26 LT to 30+90 LT, 32+30 LT to 32+60 LT. Yes No Construct new storm sewers (e.g. converting from an open Printed 3/24/2021 Page 13 of 27 D1 PD0022 (Rev. 12/08/14) drainage system to closed drainage system) Limits: See exhibit 2-00c for full proposed structure and pipe schedules. Comments: All structures sizes, stations, offsets, and storm sewer sizes have been included in the structure schedule, see Exhibit 2-00c. Combined Sewers None Yes No Utilize existing combined sewers with minor extensions and/or adjustment of existing drainage structures Yes No Replace/relocate existing combined sewers Outlets Yes No Regrade/reestablish/maintain existing outlets Locations: Outlet #1 – Roadway Ditch to West Norman Drain north side of 143rd Street west of IL Rte 59 (Station 510+90, 52’ LT). Outlet #2 – Roadway Ditch to West Norman Drain south side of 143rd Street west of IL Rte 59 (Station 510+90, 57’ RT). Outlet #3 – 21” RCP storm sewer along the west side of IL Rte 59 (Station 3396+25, 56’ LT). Outlet #4 – 30” RCP storm sewer along the east side of IL Rte 59 (Station 3396+20, 75’ RT). Outlet #5 – Roadway Ditch South of 143rd along the northwest side of Naperville Road (Station 712+60, 23’ LT). Outlet #6 – Roadway Ditch South of 143rd along the southeast side of Naperville Road (Station 712+60, 24’ RT). Outlet #7 – Roadway Ditch South of 143rd along the northwest side of IL Rte 126 (Station 27+00, 22’ LT). Outlet #8 – Roadway Ditch South of 143rd along the southeast side of IL Rte 126 (Station 27+00, 24’ RT). Outlet #9 – Roadway Ditch along the north side of 143rd Street (Station 574+45, 37’ LT). Outlet #10 – Roadway Ditch along the South side of 143rd Street (Station 574+45, 40’ RT). Outlet #12 – Roadway Ditch along the southeast side of IL Rte 126 (Station 41+00, 77’ RT). Outlet #13 – Roadway Ditch along the northwest side of the IL Rte 126 (Station 41+00, 70’ LT). Printed 3/24/2021 Page 14 of 27 D1 PD0022 (Rev. 12/08/14) Outlet #15 – 143rd Street Compensatory Storage Area outlets to DuPage River (Station 527+40, 79’ LT) Outlet #18 – 143rd Street Compensatory Storage Area outlets to DuPage River (Station 534+60, 62’ LT) Outlet #24 – IL 126 (Station 44+00, 38’ LT) Outlet #25 – IL 126 (Station 44+00, 50’ RT) Comments: Outlet #1, Outlet #2, Outlet #3, Outlet #4, Outlet #5, Outlet #6, Outlet #7, Outlet #8, Outlet #9, Outlet #12, and Outlet #25 are to be maintained. Outlet #10, Outlet #13, Outlet #15, Outlet #18, and Outlet #24 are to be regraded to direct runoff away from Fletcher Lake catchment or for compensatory storage. See Exhibit 1-00b for outlet locations. Yes No Construct new outlets Locations and types: Outlet #14 (143rd Street 173+00, 200’ LT) – Lily Cache Infiltration Basin . Comments: This outlet discharges to the Lily Cache Infiltration Basin and overflows into Main Lake during large storm events. The Lily Cache Infiltration Basin accepts and passively treats drainage from 143rd street, by allowing it to infiltrate into the soil. Cross Road Culverts Yes No Maintain/replace/extend existing crossroad culverts Locations: Triple box culvert on 143rd Street (Station 510+90) Comments: Culvert will be extended. Yes No Construct new crossroad culverts Other Items None Yes No Construct/modify special drainage structures/sewers Comments: Water quality unit proposed at east outlet to DuPage River (143rd St Sta. 536+16 LT). Printed 3/24/2021 Page 15 of 27 D1 PD0022 (Rev. 12/08/14) 2-07.2 Proposed Action for all Major Drainage Features (include all Major Drainage Features listed in Section 1-03 and any additional Major Drainage Features proposed) 2-07.2.1 Bridges Location: DuPage River – Between Route 59 and Plainfield-Naperville Rd. Structure No.: Proposed SN 099-6006 Hydraulic Report Prepared by CMT in 2020 Waterway Information Table Available: Yes (Exhibit 1-03.1a) No Narrative Summary: For the extension of 143rd Street east of IL Route 59 over the DuPage River, a 7- span, 950-foot-long, 4-lane-wide bridge is proposed to carry vehicular traffic over the river floodplain. The center span of 150 feet crosses flow channel extending to banks of river. The bridge construction project will include channel bank stabilization in the immediate vicinity of the bridge and will be designed to protect the proposed bridge piers and stabilize the stream banks. Compensatory storage will be provided on the north side of the bridge along the west bank of the DuPage River. Scour potential will be mitigated with foundations structural supported to bedrock. Scour countermeasures will also be designed and included in the construction plans for the proposed structure. The necessary freeboard will be provided from the low roadway elevation and the low beam elevation of the bridge and the base flood elevation will not increase by more than 0.1 feet. The freeboard will be 8.0 feet and the clearance will be 2.0 feet. Location: West Norman Drain – Route 59 South of 143rd Street Structure No.: 099-4638 Hydraulic Report Prepared by CMT In 2020 Previous Hydraulic Report Prepared by Homer L. Chastin & Associates, LLP In 2000 Waterway Information Table Available: Yes (Exhibit 1-03.1b) No Narrative Summary: The IL 59 bridge will meet freeboard requirements after proposed improvements. The new hydraulic model for the West Norman Drain shows that the 50-year water surface elevation at the bridge remains the same between the existing and proposed conditions, at 606.92 ft. The old WIT for the IL 59 structure had a design headwater elevation of 606.85 ft, and a low edge of pavement of 609.30 ft, so the existing structure does achieve 3 ft of freeboard. Proposed grading and roadway modifications at the southwest corner of 143rd Street and IL 59 will raise and fill a narrow pass by which the 100-yr flood event could formerly extend towards the intersection. The new proposed low edge of pavement in the floodplain is 609.97 ft at station 3397+52, resulting in a freeboard of 3.05 ft. Printed 3/24/2021 Page 16 of 27 D1 PD0022 (Rev. 12/08/14) 2-07.2.2 Major Culvert Crossings Location: West Norman Drain – West of Route 59 Structure No.: 099-3364 Hydraulic Report Prepared by CMT In 2020 Waterway Information Table Available: Yes (Exhibit 1-03.2) No Narrative Summary: The final culvert length will be 110’-1 ⅜” long, after the 6’-6” extension on the North side and the 24’-9” extension on the South side. The short box culvert extension at 143rd Street does not increase the velocity or water surface elevations. The proposed design (50-yr) head is 1.5’ (Headwater Elev = 609.7), with an overtopping frequency of 298 yr. With no change in velocities and a box culvert, a scour analysis is not warranted. A minimum roadway freeboard of 3 feet is required by IDOT between the design headwater elevation and the lowest pavement elevation within the floodplain. The Waterway Information Table shows that the low edge of pavement is at 613.09 feet and the design headwater of 609.7 feet, giving a freeboard of 3.42’. 2-07.2.3 Pump Stations – None 2-07.2.4 Reservoirs/Detention Facilities – None 2-07.2.5 Depressed Road – None 2-07.2.6 Channel and Zone A Floodplain 2-07.2.6.1 Location: Fletcher Lake Narrative Summary: The proposed improvements will fill the south section of Fletcher Lake. A combination MSE wall and grading will be utilized for the roadway that will encroach into Fletcher Lake. Below the normal water level, compensatory storage will be provided at a 1:1 ratio. Per the Village of Plainfield floodplain requirements, compensatory storage will be provided from the 0 (normal water level) to the 100-year water level at a 1.5:1 ratio. To meet the hydraulically equivalent requirement, compensatory storage will be provided in the 0 to 10-year and 10 to 100-year ranges. The improvements have been coordinated with the owners of Fletcher Lake, the Bass and Gill Club. 2-07.2.6.2 Location: 143rd Street over West Norman Drain Printed 3/24/2021 Page 17 of 27 D1 PD0022 (Rev. 12/08/14) Narrative Summary: A culvert consisting of two 9.667’x8’ and one 10’x8’ box culverts 78’-103/8” in length conveys flow beneath 143rd Street and will be extended to a length of 110’-13/8” as part of this project. Compensatory storage is required, as fill is proposed to be placed in both the DuPage River and West Norman Drain floodplain. The compensatory ratio for the Village of Plainfield is 1.5:1. The proposed design will not reduce the regulatory floodway storage or conveyance or increase velocity. The proposed design will not increase upstream flood stages greater than 0.0 foot when compared to the existing conditions for all flood events up to and including the 100-year frequency event for the longitudinal encroachment, and the proposed design will not increase upstream flood stages greater than 0.1 foot when compared to the existing conditions for all flood events up to and including the 100-year frequency event for the box culvert extension. 2-07.2.6.3 Location: IL 59 over West Norman Drain Narrative Summary: There is no work proposed for the IL 59 structure over the West Norman Drain as part of this project. 2-07.2.6.4 Location: DuPage River Narrative Summary: The roadway is proposed to run in an east-west direction parallel to the West Norman Drain on its north side and will have a small impact on its floodplain. Compensatory storage will be provided for fill placed in the floodplain and floodway of both the DuPage River and West Norman Drain. The compensatory ratio for the Village of Plainfield is 1.5:1. The proposed bridge is crossing the DuPage River upstream of the confluence with the West Norman Drain. An area located on the west bank and north of the proposed bridge has been selected for compensatory storage to offset fill placed in the floodplain of the DuPage and West Norman Drain. The proposed structure will not increase upstream flood stages greater than 0.1 foot when compared to the revised 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. A reduction in conveyance only occurs at the downstream bridge cross sections. Floodway Velocities are not significantly change from the revised existing to the proposed condition. 2-07.2.6.5 Location: Lily Cache Narrative Summary: The pedestrian underpass culvert under IL 126 will be extended as part of this project. Compensatory storage will be provided for the resulting fill in the Lily Cache floodplain at a ratio of 1.5:1 in accordance with Village of Plainfield. An area between IL 126, 143rd Street, and Main Lake has been selected for compensatory storage, as well as an infiltration basin. Printed 3/24/2021 Page 18 of 27 D1 PD0022 (Rev. 12/08/14) 2-08 WATER QUALITY BEST MANAGEMENT PRACTICES (BMP) PERMANENT MEASURES Yes N/A Identification of USACE and other Federal/State BMP Requirements Comments: A Jurisdictional Determination (JD) was submitted to the USACE on January 10, 2020 and approved on April 29, 2020. One of the areas was determined to be jurisdictional, while the other two areas were exempt. The appropriate BMP requirements for the jurisdictional and non-jurisdictional water resources will be followed, based on the respective federal and state/local requirements. Yes N/A Coordination with Project & Environmental Studies Comments: - BMPS included in draft PDR submitted to IDOT 11-12-2019. Yes No Did you coordinate with other agencies? If yes, list them here Comments: BMPs were coordinate with the Village of Plainfield. Yes N/A Green Infrastructure BMP Alternatives Comments: Infiltration basins are shown for the outlet on the west side of the DuPage River (143rd Street Station 525+60, 250’ LT). Northeast of the IL 126 and 143rd Street intersection, storm sewer will drain to an infiltration basin (143rd St Station 571+40, 110’ LT) to retain runoff. Yes N/A Improve existing vegetated drainage facilities (ditches, swales, etc.) Comment: Existing ditches and low areas will be graded to drain. Yes No Establish new BMP measures (see below) Yes No Consideration of open drainage system (“daylight” storm sewer) Yes No Bioretention or rain garden (separate facility) Yes No Constructed wetland detention or naturalized detention (multi-purpose storage) Yes No Bioswale or vegetated swale (multi-purpose conveyance) Yes No Bank/shoreline stabilization, native buffers, invasive species control, etc. Yes No Lengthened overland flow paths Yes No Riffle/Pool Conveyance Yes No Permanent Ditch Checks Yes No Permanent Sediment Traps Yes Other: Bendway weirs will be added to West Norman Drain on the north side of 143rd Street (Station 511+00, 100’ LT) to minimize the creek from continuing to migrate to the east. Yes N/A Grey Infrastructure BMP Alternatives Comments: Yes N/A Improve existing non-vegetated drainage facilities (paved or lined ditches, riprap, etc.) Printed 3/24/2021 Page 19 of 27 D1 PD0022 (Rev. 12/08/14) Yes No Establish new BMP measures (see below) Yes No Oversized pipes for detention Yes No Manufactured vaults or cisterns (underground detention) Yes No Wet pond or turf grass dry detention (traditional above ground storage) Yes No Manufactured water quality unit or oil/grit separator Yes No Riprap erosion protection Yes Other: Privacy wall along south side of Fletcher Lake was raised to minimize snow spray from entering the lake. Infiltration Basins at west outlet to DuPage River (143rd St Sta. 525+00 LT) and Lily Cache basin (143rd St Sta. 571+30 LT) for improved water quality. See exhibit 2-08 for infiltration basin details. Yes N/A Sufficient Right-of-Way Allocated for Recommended BMP Alternatives Comments/Limits: See Easement/ROW list and exhibit in Appendix B. Yes N/A Sufficient Permanent Easement Allocated for Recommended BMP Alternatives Comments/Limits: See Easement/ROW list and exhibit in Appendix B. Yes N/A Identify BMP Locations on the Proposed Drainage Plans Comments: Infiltration basin on the west side of the DuPage River and the northeast corner of 126th. The wall on the south side of Fletcher Lake will be raised to minimized snow sprat into the lake. Limits: See plans. Yes N/A Identify Right-of-Way/Permanent Easement on the Proposed Drainage Plans Comments: See easement exhibit in Appendix B. Plat of Highways are currently being prepared. Yes N/A Adequate BMP Guidelines provided for Phase II Designer to Comply with NPDES Requirements Comments: Same Phase I engineer is planned for Phase II design and will complete requirements when finalized. Yes N/A Adequate BMP Guidelines provided for Phase II Designer to Comply with USACE Requirements Comments: Same Phase I engineer and is planned for Phase II design and will complete requirements when finalized. Printed 3/24/2021 Page 20 of 27 D1 PD0022 (Rev. 12/08/14) 3-00 FLOODPLAIN ENCROACHMENT EVALUATION The proposed project has been reviewed in accordance with Executive Order 11988 “Floodplain Management”; Section 26-7.05(d) "Assessment and Documentation of Floodplain Encroachments" as contained in the Illinois Department of Transportation, Bureau of Design and Environment Manual; Drainage Manual; and 17 Illinois Administration Code 3708 “Floodway Construction in Northeastern Illinois.” No Potential Floodplain Encroachment Potential Floodplain Encroachment *Note values presented in LDS are to supersede those in prev *Note values presented in LDS are to supersede those in previously submitted hydraulic reports. 3-00.1 Location of base floodplain: Station: 510+00 Stream: West Norman Drain (see Exhibit 1-02a, Flood Boundary and Floodway Map or Flood Insurance Rate Map) Type of potential encroachment Transverse Longitudinal Overtopping elevation greater than 100 year frequency flood elevation less than 100 year frequency flood elevation Fill in the floodplain fringe or floodplain: Yes No 484 Cubic yards at normal-10 year storm frequency elevation 867 Cubic yards at 10-100 year storm frequency elevation Excavation in the floodplain fringe or floodplain: Yes No 778 Cubic yards at normal-10 year storm frequency elevation 2,215 Cubic yards at 10-100 year storm frequency elevation Fill in the floodway: Yes No 464 Cubic yards at normal-10 year storm frequency elevation 559 Cubic yards at 10-100 year storm frequency elevation Excavation in the floodway: Yes No 765 Cubic yards at normal-10 year storm frequency elevation 1,895 Cubic yards at 10-100 year storm frequency elevation Printed 3/24/2021 Page 21 of 27 D1 PD0022 (Rev. 12/08/14) Location: See cross-section location map. Category: Transverse Encroachment Evaluation: The proposed roadway embankment is an appropriate use of the regulatory floodway. Compensatory storage is provided for all fill in the flood plain at the Village of Plainfield compensatory storage replacement ratio of 1.5 to 1. The proposed design will not reduce the regulatory floodway storage or conveyance or increase velocity. The proposed design will not increase upstream flood stages greater than 0.1 foot compared to the existing conditions for all flood events up to and including the 100-year frequency event for the box culvert extension. The proposed structure will have an effective waterway opening equal to the existing structure and backwater surface elevations are not expected to increase. As a result, there will be no significant adverse impacts on natural and beneficial floodplain values; there will be no significant change in flood risks; and there will be no significant increase in potential for interruption or termination of emergency service or emergency evacuation routes; therefore, it has been determined that this encroachment is not significant. The West Norman Drain hydraulic report has been completed and submitted under separate cover. The floodplain excavation values presented below in section 3-00.2 are to supersede the values in the previously submitted Hydraulic Report for the West Norman Drain. 3-00.2 Location of base floodplain: Station: 528+00 Stream: DuPage River (see Exhibit 1-02a, Flood Boundary and Floodway Map or Flood Insurance Rate Map) Type of potential encroachment Transverse Longitudinal Overtopping elevation greater than 100 year frequency flood elevation less than 100 year frequency flood elevation Fill in the floodplain fringe or floodplain: Yes No 4,001 Cubic yards at normal-10 year storm frequency elevation 3,086 Cubic yards at 10-100 year storm frequency elevation Excavation in the floodplain fringe or floodplain: Yes No 11,491 Cubic yards at normal-10 year storm frequency elevation 6,930 Cubic yards at 10-100 year storm frequency elevation Printed 3/24/2021 Page 22 of 27 D1 PD0022 (Rev. 12/08/14) Fill in the floodway: Yes No 1,483 Cubic yards at normal-10 year storm frequency elevation 207 Cubic yards at 10-100 year storm frequency elevation Excavation in the floodway: Yes No 100 Cubic yards at normal-10 year storm frequency elevation 0 Cubic yards at 10-100 year storm frequency elevation Location: See cross-section location map. Category: Transverse Encroachment Evaluation: (assess and characterize floodplain encroachments in accordance with BDE Manual Section 26-7.05 (c)) The proposed bridge is an appropriate use of the regulatory floodway. Compensatory storage is provided for all fill in the flood plain at the Village of Plainfield compensatory storage replacement ratio of 1.5 to 1. The proposed structure will not increase upstream flood stages greater than 0.1 foot 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. A reduction in conveyance only occurs at the upstream and downstream bridge sections. Velocities are low and increased scour is not expected. Long term degradation sections of the river will be armored. The proposed structure has been designed to have an effective waterway opening meeting the requirements and backwater surface elevations are within 0.1 from the existing. As a result, there will be no significant adverse impacts on natural and beneficial floodplain values; there will be no significant change in flood risks; and there will be no significant increase in potential for interruption or termination of emergency service or emergency evacuation routes; therefore, it has been determined that this encroachment is not significant. The DuPage River hydraulic report has been completed and submitted under separate cover. Printed 3/24/2021 Page 23 of 27 D1 PD0022 (Rev. 12/08/14) 3-00.3 Location of base floodplain: Station: 544+00 to 546+00 Stream: Fletcher Lake (see Exhibit 1-02a, Flood Boundary and Floodway Map or Flood Insurance Rate Map) Type of potential encroachment Transverse Longitudinal Overtopping elevation greater than 100 year frequency flood elevation less than 100 year frequency flood elevation Fill in the floodplain fringe or floodplain: Yes No 19,862 Cubic yards below normal water level* 2,513 Cubic yards at normal-10 year storm frequency elevation 1,988 Cubic yards at 10-100 year storm frequency elevation Excavation in the floodplain fringe or floodplain: Yes No 42,190 Cubic yards below normal water level* 4,204 Cubic yards at normal-10 year storm frequency elevation 3,248 Cubic yards at 10-100 year storm frequency elevation Location: See cross-section location map. Category: Transverse Encroachment Evaluation: (assess and characterize floodplain encroachments in accordance with BDE Manual Section 26-7.05 (c)) The proposed roadway will fill a section along the south end of Fletcher Lake, identified as a Zone A floodplain. A 10-year and 100-year elevation was determined for design of the compensatory storage. Compensatory storage is provided for all fill below the normal water level at a 1:1 ratio. Compensatory storage is provided in the flood plain (normal water level to 100-year waster surface elevation) at the Village of Plainfield compensatory storage replacement ratio of 1.5 to 1. The normal water level is not expected to change as the water level in Fletcher Lake is maintained by the groundwater level around the lake. The 10-year and 100-year water surface elevations are not expected to change in that compensatory storage is being provided. As a result, there will be no significant adverse impacts on natural and beneficial floodplain values; there will be no significant change in flood risks; and there will be no significant increase in potential for interruption or termination of emergency Printed 3/24/2021 Page 24 of 27 D1 PD0022 (Rev. 12/08/14) service or emergency evacuation routes; therefore, it has been determined that this encroachment is not significant. *Cut/Fill below Normal Water Level (NWL) of Fletcher Lake is noted to show that lake Lake volume will not decrease. 3-00.4 Location of base floodplain: Station: 574+00 Stream: Lily Cache Creek (see Exhibit 1-02a, Flood Boundary and Floodway Map or Flood Insurance Rate Map) Type of potential encroachment Transverse Longitudinal Overtopping elevation greater than 100 year frequency flood elevation less than 100 year frequency flood elevation Fill in the floodplain fringe or floodplain: Yes No 22 Cubic yards at normal-10 year storm frequency elevation 100 Cubic yards at 10-100 year storm frequency elevation Excavation in the floodplain fringe or floodplain: Yes No 109 Cubic yards at normal-10 year storm frequency elevation 248 Cubic yards at 10-100 year storm frequency elevation Location: See cross-section location map. Category: Transverse Encroachment Evaluation: (assess and characterize floodplain encroachments in accordance with BDE Manual Section 26-7.05 (c)) A small amount of roadway embankment is proposed in the flood fringe of the Lily Cache. Compensatory storage is provided for all fill in the flood plain at the Village of Plainfield compensatory storage replacement ratio of 1.5 to 1. As a result, there will be no significant adverse impacts on natural and beneficial floodplain values; there will be no significant change in flood risks; and there will be no significant increase in potential for interruption or termination of emergency service or emergency evacuation routes; therefore, it has been determined that this encroachment is not significant. Printed 3/24/2021 Page 25 of 27 D1 PD0022 (Rev. 12/08/14) 4-00 ILLINOIS DEPARTMENT OF NATURAL RESOURCES OFFICE OF WATER RESOURCES (IDNR-OWR) PERMIT Required Not Required Individual Permit Location: Statewide Permit # Location: Floodway Permit Regulated Floodway Construction Permit Location: 1) 143rd Street Bridge over DuPage River 2) 143rd Street Culvert at West Norman Drain Regional Permit #1 Location: Regional Permit #2 Location: Regional Permit #3 Location: Permit Summary form completed and included in Appendix C IDNR-OWR coordination documented and included in Appendix C Printed 3/24/2021 Page 26 of 27 D1 PD0022 (Rev. 12/08/14) 5-00 Appendix A: Source Data Reviewed Hydrologic Atlas, Attachment A-1 Existing Plans for Proposed Federal Highway - 143rd Street, Attachment A-2 5-00 Appendix B: Exhibits General Location Drainage Map, Exhibit 1-00a Existing Drainage Plan, Exhibit 1-00b Flood Insurance Rate Map, Exhibit 1-02a Waterway Information Table – DuPage River, Exhibit 1-03.1a Waterway Information Table – IL 59 over West Norman Drain, Exhibit 11-03.1b Waterway Information Table – 143rd St over West Norman Drain, Exhibit 1-03.2 Proposed Drainage Plan, Exhibit 2-00a Proposed Drainage Schedule, Exhibit 2-00c Typical Existing Cross Sections, Exhibit 2-01a Typical Proposed Cross Sections, Exhibit 2-01b Easement/ROW Exhibit, Exhibit 2-04 Infiltration Basin Exhibits, Exhibit 2-08 Fill and Compensatory Storage Cross Section Location Map, Exhibit 3-00a Fill and Compensatory Storage Cross Sections, Exhibit 3-00b 5-00 Appendix C: Correspondence Bass & Gill Club Alternative Preference, Attachment C-1 Bass & Gill Club Lake Drainage Regime Confirmation, Attachment C-2 Bass & Gill Club Site Visit Memo, Attachment C-3 IDNR OWR Telephone Log – January 21, 2020, Attachment C-4 LDS No Further Comments – August 10, 2010, Attachment C-5 IDNR OWR Jurisdiction Determination – November 29, 2006, Attachment C-6 Additional Stakeholder Correspondence, Attachment C-7 Printed 3/24/2021 Page 27 of 27 D1 PD0022 (Rev. 12/08/14) 5-00 Appendix D: Supporting Documents Bass and Gill Club Normal Water Level, Attachment D-1 Bass and Gill Club 10-year and 100-year Water Surface Elevation, Attachment D-2 Fill and Compensatory Storage Calculations, Attachment D-3 Storm Inlet Spacing Calculations, Attachment D-4 Permit Summary - 143rd Bridge Over DuPage River, Attachment D-5 Permit Summary - 143rd Culvert at West Norman Drain, Attachment D-6 143rd Bridge Plan at DuPage River, Attachment D-7 143rd Culvert Plan at West Norman Drain, Attachment D-8 MSE Wall Plan at Bass and Gill Club for Fletcher Lake, Attachment D-9 Storm Sewer Catchment Areas, Attachment D-10 Storm Sewer StormCAD Profiles, Attachment D-11 Storm Sewer StormCAD Computations, Attachment D-12 1996 Flood Event Photos, Attachment D-13 143rd STREET EXTENSION PHASE I ADDENDUM LOCATION DRAINAGE STUDY JANUARY 2020 REVISED: MARCH 2021 Appendix A Source Data Reviewed Hydrologic Atlas ................................................................................................... Attachment A-1 Existing Plans for proposed Federal Highway – 143rd Street ................................ Attachment A-2 143rd STREET EXTENSION PHASE I ADDENDUM LOCATION DRAINAGE STUDY JANUARY 2020 REVISED: MARCH 2021 Appendix A A-1: HYDROLOGIC ATLAS MATCHLINE MATCHLINE QUADRANGLEPLAINFIELDQUADRANGLENORMANTOWNQUADRANGLEPLAINFIELDQUADRANGLENORMANTOWNDUPAGE RIVER 135TH STREET U/S STR. DUPAGE RIVER IL ROUTE 59 D/S STR. WEST NORMAN DRAIN IL ROUTE 59 U/S STR. WEST NORMAN DRAIN 143RD STREET U/S STR. LOCATION BRIDGE PROPOSED == = =PLOT DRIVERPEN TABLEPDF_Color_StripMap.pltcfgPlainfield_Exhibit_color.tbl==USER NAME DIRECTORYL:\Plainfield\0524203\Draw\Exhibit\hydraulic report\..40.0000 ' / in.Jeremy Metzhydraulic report usgs location map exhibit.dgn Default 111/12/2019 (11:22:48 AM) 05.21 USGS QUADRANGLE LOCATION MAP 08/30/2019 WILL06-00040-00-FP0380 U. MODEL NAME = FILE NAME = SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - -  Copyright CMT,License No. 184-000613 143rd STREET EXTENSION PHASE I ADDENDUM LOCATION DRAINAGE STUDY JANUARY 2020 REVISED: MARCH 2021 Appendix A A-2: EXISTING PLANS FOR PROPOSED FEDERAL HIGHWAY – 143RD STREET 143rd STREET EXTENSION PHASE I ADDENDUM LOCATION DRAINAGE STUDY JANUARY 2020 REVISED: MARCH 2021 Appendix B Exhibits General Location Drainage Map .............................................................................. Exhibit 1-00a Existing Drainage Plan ............................................................................................. Exhibit 1-00b Flood Insurance Rate Maps ..................................................................................... Exhibit 1-02a WIT for DuPage River – SN 099-6006 .................................................................... Exhibit 1-03.1a WIT and Plans for IL 59 over West Norman Drain – SN 099-4638......................... Exhibit 1-03.1b WIT for 143rd St over West Norman Drain – SN 099-3364 ...................................... Exhibit 1-03.2 Proposed Drainage Plan .......................................................................................... Exhibit 2-00a Proposed Drainage Schedule ................................................................................... Exhibit 2-00c Typical Existing Cross Sections................................................................................. Exhibit 2-01a Typical Proposed Cross Sections .............................................................................. Exhibit 2-01b Easement & ROW Exhibit ......................................................................................... Exhibit 2-04 Infiltration Basin Exhibit ........................................................................................... Exhibit 2-08 Fill and Compensatory Storage Cross Section Location Map ................................... Exhibit 3-00a Fill and Compensatory Storage Cross Sections ........................................................ Exhibit 3-00b 143rd STREET EXTENSION PHASE I ADDENDUM LOCATION DRAINAGE STUDY JANUARY 2020 REVISED: MARCH 2021 Appendix B EXHIBIT 1-00A: GENERAL LOCATION DRAINAGE MAP Village of Plainfield 143rd Street - IL Rt. 59 to IL Rt. 126 Location Drainage Study Location Drainage Map Exhibit 1-00a January, 2020 IL Route 59IL Route 126Plainfield - Naperville Road143rd Street 143rd STREET EXTENSION PHASE I ADDENDUM LOCATION DRAINAGE STUDY JANUARY 2020 REVISED: MARCH 2021 Appendix B EXHIBIT 1-00B: EXISTING DRAINAGE PLAN 595595 595595595 595595 595 595 595 595595 600600 600 60060060060060060060060 0 600600 60060060060 0 600600600 600 600 600600 60060060060 0600600600 600 600 600 600 600 600 600 600 6 0 0 600600 600600600600600600600600 6 0 0 600600 6 0 0 600 600 600 600 600 600600 600600 600 600600 600 600 600 600 600 600 600600 600 600 600 600 600 600600 600 600 600600 600 600 600 600600 600600 600 600 600 600 600 600600 600 600 600 600 600 600 600 600 600 600 600 600 600600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 6056 0 5 605 605 605605605605605 605 605605605605605605 605 605 605 605 605 605 605 605605 605605605 605 605 605605605605605 605 605 605 605 605 605 605 605 605 605 605605 605605 605 605605605 605605 605 605605 605 605 605 605605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605605 605 605 605 605 605 605 605 605 605 605 605 605 605 610610610 610610 610 610610610610610 6106106106106106106106 1 0 610 610610610 610 610 610 610 610610610610610 610610 610 610 610 610 610 610 610 610 610 610610 610 610 610 610610 610610610 610 610 610 610 610 610 610 610 610 610610610 610 610 610610 610 610 610610 610 610 610 610610 610 610 610 610 610 610 610 610 610 610 610 610 610 610 610 610 610615615615615615615615615615615615615 615 615 615615615615615615615615615 615 615 615615615615615615 615 615615 615 615 615 615 615 615 615 615 615 615 615 615615 615 615 615 615 615 615615 615 615 615615 615 615 615615 615 615 615615 615 615 615 615 615 615 615615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615615 615 615 6 1 5 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615615 615 615 615 615 615 615 615 615 615 615615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615615615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 62062062 0 620 620 620 620 620 620620620620620620620 620 620 620 620 620 620 620 620 620 620 620 620 620 620 620 620 620 620 620 625 09/08/2020 WILL06-00040-00-FP0380 U.SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE =3/18/2021 (4:46:48 PM) DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - ONLYONLYONLYONLY ONLYONLYONLYONLYONLYONLYONLYONLYONLYONLYONLY ONLY 510 515 520 525 530 535 10 5 310 305 LEGEND BOUNDRY LINES/SYMBOLS EXISTING MANHOLE INLET HEADWALL/ENDWALL CULVERT END SECTION STORM SEWER CULVERT SHEET FLOW OUTLET DITCH DRAINAGE BOUNDRY 0 100 200 300 SCALE IN FEET MODEL NAME = FILE NAME = Alec SeryDefault Existing_DrainageBoundry_for_LDS_1.dgn 200.0000 ' / in. 3/18/2021 (4:46:48 PM) CPD JJM CPD 11"=100' 3 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_Color_Faded_Contours_PR_Black.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\Exhibits for Drainage Reports\..3 1 EXISTING DRAINAGE BOUNDRY 143RD STREET EXTENSION 3395+00 3400+00 3405+00 3410+00 710+00NOTE: ALL SEWERS ARE RCP UNLESS SPECIFIED. 27 8.4 SQ MI 1 11 2 26 3 4 15 16 17 18 1.49 AC 1.49 AC 0.80 AC 5.58 AC 6.25 AC 0.95 AC 9.16 AC 0.31 AC 0.34 AC 4.73 AC 1.11 AC 14 1.24 AC  Copyright CMT,License No. 184-000613 MATCHLINE STA. 536+00.00D U PAG E R IV E R WES T NORMAN DRAI NPR 143RD ST PR DUPAGE RIVER BRIDGE NAPERVILLE RDILLINOIS ROUTE 59143RD ST / US ROUTE 30 US ROUTE 30ILLINOIS ROUTE 59 / 590 595 595595595 595 595600600 600600 600 600600 600600600600 600600600 600 600600 600 600 600 600 600 600 600 600 600 600 600 600600 600 600600 600600 600 600 600 600 600 600 600 600 600 600 600 600600600 600 600 600 600 600 600 600 600 600600600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 6 0 0 600 600 600600600 600 600600 600 600 600 600 600600 600 600 600 600600 600 600600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600600 600 600600 600 600 600 600 600 600 600600 600 600600 600 600 600 600 600 600 600600 600 600 600 600 600 600 600600 600 600 600600 600 600 600600600 600 600600 600 600 600600 600 600 600 600 600 600 600 600 600 600600600 600 600 600 600 600 600 600 600600 600 600 600 600 600 600 600 600 600600 600 600600600 600 600 600600 600600600 600 600 600 600 600 600 600 600600 600 600600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600600600600 600 600 600 600 600 600600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600600 600 600 600600 600 600 600 600600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600600 600600 600 600 600 600600 600 600 600 600 600 600 600 600600 600 600 600600 600600 600 600 600600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600600600600 600 600 600 600 600 600600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600600 600 600 600 600605605 605 605 605 605 605605605605605605605 605 605605 605605605605 605 6 0 5 605 605 605 605605 605 605 605 605 605 605 605605 60560 5 605 605 605 605 605 605605 605 605 605 605 605 605 605 605 605 605 605605 605 605 605 605 605605 605 605 605 605 605 605 605605 605 605 605 605 605 605605 605 605 605605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605605 605 610610610610610 610610610610610610610 610610610610 610 610610 610 610610 610610610610610 610 610 610 610 615615615615615615615615615 615615615615615615 615615615615615615 61561 5 615615615 615 615615615615615615615615615615615615 6 1 5 615 615 615615 615615 615 615 615 615 615615 615 615615615615615615 615 615615 615615615 615 615 615615 615 615 615 615615615 615615 615 615615615615 615 615 615 615 615 615615 615 615615 615 615 615 615 615 615 615 615 615615 615 615 615 615 615 615 615615 615 615 615 615 615 615 615 615 615 615 615 615615 615 615 615 615 615 615 615 615 615 615 615615 61561 5 615 615 615615 615 615615 615 615615 615 615 615 615 615 615 615 615615 615 615 615 6 1 5 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615615 615 615 615 615 615 615 615 615 615 615615 615615615 615615 615615 615 615 615 615615 615615 615 615 615 615 615615615 615 615 615 615615 615 615 615 615 615615 615 615 615 615 615 615 615 615615615 615 615 615615615 615 615 615 615 615 615 615 615615 615 615 615 615 615 615 615 615 615 615 615 615 615615 615 615 615 615 615 615 615 615 615 615615 615 615 615 615 615 615 615 615 615 615615 615615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615615 615 615 615 615 615 615 615 615 615 615615 615 615615 615 615 615 615 615 615 615 615615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615615 615 615 615 615 615 615 615 615 615 615 615 615 615 615615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615615 615 615 615 615 615615 615 615615 615 615 615 615 615 615 615 615615 615 615 615 615 615 615 615 615 615 615 615 615 615 615615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615615 615 615 620 620 620620620 LEGEND BOUNDRY LINES/SYMBOLS EXISTING MANHOLE INLET HEADWALL/ENDWALL CULVERT END SECTION STORM SEWER CULVERT SHEET FLOW OUTLET DITCH DRAINAGE BOUNDRY MATCHLINE STA. 565+00.000 100 200 300 SCALE IN FEET MODEL NAME = FILE NAME = Alec SeryDefault Existing_DrainageBoundry_for_LDS_2.dgn 200.0000 ' / in. 11/23/2020 (6:03:53 PM) CPD JJM CPD 21"=100' 2 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_Color_Faded_Contours_PR_Black.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\Exhibits for Drainage Reports\..3 1 EXISTING DRAINAGE BOUNDRY 143RD STREET EXTENSION WILL 09/08/2020 WILL06-00040-00-FP0380 U.SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE =11/23/2020 (6:03:53 PM) DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - 540 545 550 555 560 565 ONLYONLYONLYONLYONLYONLYONLYONLY 710+00 715+00 720+00 724 25+00 30+00 32 400+00 401 402 403 404 405+00 406 407 408 409 41 0 +00 NOTE: ALL SEWERS ARE RCP UNLESS SPECIFIED. 5 6 7 8 18 19 20 21 22 1.11 AC 4.79 AC 18.63 AC 0.68 AC 2.37 AC 0.74 AC 1.09 AC FLETCHER LAKE LAKE PLAINFIELDMATCHLINE STA. 536+00.00DUPAGE RIVER Copyright CMT,License No. 184-000613 IL-126NAPERVILLE RDPR 143RD ST 600 600600 600 600 600 600 600 600 600 600 600 600 600600 600600 600600 600 600 600600 600600 600 600 600 600 600 600 600 600600 600 600 600 600 600 600 600600600 600 600 600600 600 600 600 600 600 600600600 600 600 600 600 600600 600 600 600 600 600600 600 600 600 600 600 600 600 600 600 600 6 0 5 605 60 5 60560560 5605605605 605605605605605605605 6056056056 0 5 605605 605605605 605605605605605605605605605605605 605 605 60 5 605 605605605605605 605605 605605605605605605605 605 6 0 5 605605 605 605 605 60 5 60 5 605 605605605605 605 605 605605605605 605605 605 605 605 605 605605605605 605 605 605 605605 605 605 605 605 605 605 605605 605605 605 605 605 605 605605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 610610610 610610 610 610610610610610 610610 610 610 610610610610610610610610610 6106106106106106106106106 1 0 610 610 610 610 610 610 610 610610610 610610 610 610610610 610610610610 610 610 610 610 610 610610 610 610 610 610 610 610 610 610610610610 610 610 610610 610 610 610 610 610 610 610 610 610 610610610 610 610 610 610 610 610610 610 615615615 615 615615615615615615 615615 615 615 615615615615 615615615 615615615 615 615 615615615615615 615615 615 615 615 615 615 615 615 615 615 615615 615 615 615 615 615 615 615615 615 615 615 6 1 5 615 6 1 5 615 615615 615615615615 615 615 615 615615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615615 61 5 615 615 615 615615 615 615 615 615 615 615 615 615615 615 615 615 615615 615 615615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615615615615 615 615 615 615 615615 615 620620620 620620 620 62 0 6 2 0 625 LEGEND BOUNDRY LINES/SYMBOLS EXISTING MANHOLE INLET HEADWALL/ENDWALL CULVERT END SECTION STORM SEWER CULVERT SHEET FLOW OUTLET DITCH DRAINAGE BOUNDRYMATCHLINE STA. 565+00.000 100 200 300 SCALE IN FEET MODEL NAME = FILE NAME = Alec SeryDefault Existing_DrainageBoundry_for_LDS_3.dgn 200.0000 ' / in. 11/23/2020 (6:04:04 PM) CPD JJM CPD 31"=100' 3 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_Color_Faded_Contours_PR_Black.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\Exhibits for Drainage Reports\..3 3 EXISTING DRAINAGE BOUNDRY 143RD STREET EXTENSION WILL 09/08/2020 WILL06-00040-00-FP0380 U.SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE =11/23/2020 (6:04:04 PM) DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - 3ONLYONLYONLYONLYONLYONLYONLYONLYONLY 32 35+00 40+00 45+00 50+00 55+00 565 570 575 580 NOTE: ALL SEWERS ARE RCP UNLESS SPECIFIED. 13 12 9 22 10 24 25 7.06 AC 0.65 AC 0.58 AC 1.06 AC 1.46 AC 1.33 AC 1.55 AC MAIN LAKE  Copyright CMT,License No. 184-000613 IL-126 WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - 0 20 SCALE IN FEET 40 60 MATCHLINE STA. 508+00.00 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_EX_Drainage.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\Exhibits for Drainage Reports\Existing Drainage Plans\..40.0000 ' / in.Alec Serysht-ex-drainage-plan-01.dgn Default 11"=20'502+00 508+00 CPD JJM CPD 3/18/2021 (7:47:46 PM)24 143RD STREET EXISTING DRAINAGE PLAN 124 15 RC 15 RCP GRADE NO GOOD 15 RC 15 RCP 18"24" 24" 24"12"6" 10" 49 50+00 51 52 53 54 507 508 60" 24" 60"60" 15" 12" 36" 60"60"12"12"12"15" SUBSTATION PLAINFIELD COMED RAVAGO #24210 EX PARKING LOT MANUFACTURING NNM #24133 EX ROW EX ROW PR â„„ 143RD S EX ROW COMED TRANSMISSION CORRIDOR EX EASE EX ROW TOWER TRANSMISSION EX COMED EX â„„ 143RD S INV. (N) 610.03 RIM 614.23 INV. (N,E,W) 604.82 RIM 613.62 INV. (S,W) 605.35 RIM 615.75 INV. (W) 605.00 INV. (E) 604.98 RIM 612.20/612.23 INV. (E) 610.78 RIM 614.38 INV. (W) 609.93 INV. (E) 609.73 RIM 614.23 INV. (E,W) 608.98 RIM 613.98 INV. (E) 613.24 RIM 617.19 INV. (N,W) 612.41 RIM 616.86 INV. (S) 608.97 RIM 613.47INV. (E) 613.62 INV. (E) 613.33 INV. (N) 613.01 RIM 616.01 INV. (S) 609.50 INV. (N) 611.87 RIM 616.52 INV. (S) 613.01 RIM 616.56 INV. (N) 613.06 RIM 616.36 12"12"12"15"INV. (N) 615.11 INV. (S) 614.73 15"INV. (S) 615.24 INV. (N) 615.53 S-02 P-01 S-03 P-03 S-04 S-05 S-06 P-06 P-02 P-01 S-07 P-07 S-08 P-08 S-09 P-09 S-11 S-12 P-11 P-13 S-14 P-14 S-15 P-15 S-17 P-16 S-16 P-17 S-18 P-18 S-20 P-20 P-19 S-19 S-21 P-21 S-22 P-22 S-23/24 P-25 P-26 S-26 S-27 143RD STREET / US ROUTE 30STA. 506+05.00BEGIN PROJECTINV. (E,W) 605.76 INV. (S) 612.06 INV. (N) 606.06 RIM 617.06 12"12" Copyright CMT,License No. 184-000613 WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - 0 20 SCALE IN FEET 40 60 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_EX_Drainage.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\Exhibits for Drainage Reports\Existing Drainage Plans\..40.0000 ' / in.Alec Serysht-ex-drainage-plan-02.dgn Default 21"=20'508+00 514+00 CPD JJM CPD 3/18/2021 (7:47:47 PM)24 143RD STREETMATCHLINE STA. 508+00.00MATCHLINE STA. 514+00.00EXISTING DRAINAGE PLAN 224 24" 24" 6" 10" 10" PR ROW 55+00 56 57 58 59 60+00 508 509 510+00 511 512 513 514 36" 15" 15"18"VINTAGE TECH RECYCLERS, INC. #14104 RAVAGO #24210 PR â„„ 143RD S EX ROW EX EASE CULVERT EX PR TEMP EASE EX EASE EX ROW COMED TRANSMISSION CORRIDOR COMED TRANSMISSION CORRIDOR 1.24 AC 1.49 AC 1.49 AC P-25 S-28 INV. (S) 611.68 RIM 614.96 S-29 INV. (W) 604.62 P-28 P-30 P-31 S-31 INV. (S) 610.62 RIM 613.54 S-32 INV. (N) 604.84 S-34 S-33 INV. (W) 605.82 P-33 P-35 S-35 INV. (S) 609.36 RIM 612.28 12"S-36 INV. (N) 606.53 S-37 INV. (S) 607.37 RIM 610.29 12"P-37 S-38 INV. (N) 606.19 0.80 AC S-663 S-664 INV. (E) 608.89 P-663 S-666 INV. (S) 603.40 S-665 INV. (N) 603.76 P-665 CULVERT EX EX â„„ 143RD S 143RD STREET / US ROUTE 30WEST NORMAN DRAI NPR PERM EASE PR PERM EASEPR ROW PR PERM EASEPR PERM EASE12"12"INV. (E) 605.38 INV. (W) 609.07  Copyright CMT,License No. 184-000613 14 26 2 1 WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - 0 20 SCALE IN FEET 40 60 MATCHLINE STA. 514+00.00MATCHLINE STA. 520+00.00MATCHLINE STA. 3400+75.00 MATCHLINE STA. 3398+50.00 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_EX_Drainage.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\Exhibits for Drainage Reports\Existing Drainage Plans\..40.0000 ' / in.Alec Serysht-ex-drainage-plan-03.dgn Default 31"=20'514+00 520+00 CPD JJM CPD 3/18/2021 (7:47:48 PM)24 143RD STREET EXISTING DRAINAGE PLAN 324 H H 12"36"36" 24" 12" 24"12"8"12" 10"10"10" 10"10"6" 3399 3400+00 61 62 514 515+00 516 517 518 519 520+00 15"15"12"12"15"15"12"21"21"27"30"12" 12" 12" 12" 12" 12" 12" 12" 12"EX ROWAGG PARKING LOT EX ROW(CUBESMART) U-STORE-IT, L.P. #14203 COMED TRANSMISSION CORRIDOR PR â„„ 143RD S EX PL ILLINOIS ROUTE 59 STA. 3399+61.1 143RD STREET STA. 516+45.96 GREEN-T #14104 EX ROW EX EASE EX ROW EX ROWEX EASE EX EASE EX COMED TRANSMISSION TOWER S-40 INV. (N) 606.44 P-39 12"S-39 INV. (S) 605.71 RIM 608.63 S-42 INV. (S) 605.20 INV. (N) 605.50 RIM 608.80 P-41 S-41 INV. (S) 606.36 P-42 S-43 INV. (E) 605.36 RIM 608.86 S-44 P-43 INV. (E,W) 605.33 RIM 608.95 S-46 INV. (E) 605.04 RIM 608.64 P-46 S-47 INV. (W) 603.92 INV. (E) 603.82 RIM 608.62 P-47 P-48 S-48 INV. (N,S) 603.03 RIM 608.93 INV. (S) 606.55 S-50 P-50 S-51 P-51 P-54 12" S-63 P-63 S-64 P-64 S-65 P-65 12" 12" P-66 S-66 P-89 P-90 P-87 S-91 INV. (E) 607.69 RIM 610.49 P-91 S-93 S-92 INV. (N) 607.45 S-94 INV. (E) 607.04 RIM 609.74 S-96 INV. (S) 603.49 INV. (N,E) 604.69 RIM 609.69 P-94 S-95 P-95 P-96 S-97 INV. (E) 604.93 RIM 609.53 P-97 S-98 INV. (E) 603.98 RIM 609.48 P-98 S-603 P-603 S-604 P-604 S-605 P-605 S-611 P-611 S-612 P-612 S-613 P-613 S-614 P-614 S-620 P-620 S-621 P-621 EX â„„ 143RD S PR 143RD STREET 143RD STREET / US ROUTE 30 ILLINOIS ROUTE 59WESTNOR M AN DRAI NPR ROW PR RO WPR ROW PR TEMP EASEPR ROW PR ROW INV. (S) 600.00 RIM 600.00 INV. (N,S) 605.54 RIM 609.14 INV. (W) 606.05 RIM 610.55 INV. (N,S) 605.15 RIM 610.85 INV. (E) 605.01 RIM 609.46 INV. (E) 604.65 RIM 609.25 12"12"12" INV. (N) 607.37 12" INV. (W) 604.75 RIM 607.05 12" 12" INV. (E) N/A RIM 612.70 INV. (E,W) N/A RIM 612.68 INV. (E,W) N/A RIM 612.78 INV. (E) 608.77 RIM 612.02 INV. (E,W) N/A RIM 612.24 INV. (E,W) N/A RIM 612.19 INV. (E,W) N/A RIM 612.25 INV. (E) 609.24 RIM 612.16 INV. (W) 609.57 INV. (E) 609.54 RIM 611.97 ILLINOIS ROUTE 59 E P-44 S-45 INV. (N,S) 603.72 RIM 609.12  Copyright CMT,License No. 184-000613 WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - 0 20 SCALE IN FEET 40 60 MATCHLINE STA. 520+00.00MATCHLINE STA. 526+00.00 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_EX_Drainage.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\Exhibits for Drainage Reports\Existing Drainage Plans\..40.0000 ' / in.Alec Serysht-ex-drainage-plan-04.dgn Default 41"=20'520+00 526+00 CPD JJM CPD 3/18/2021 (7:47:49 PM)24 143RD STREET EXISTING DRAINAGE PLAN 424 10" 520+00 521 522 523 524 525+00 526 12" 12" 12" 12" 12" 12" 12"12"15"12"12" 12" 12" 12" COMED TRANSMISSION CORRIDOR PR â„„ 143RD S EX PL EX PL (CUBESMART) U-STORE-IT, L.P. #14203 EX EASE EX EASE TOWER TRANSMISSION EX COMED (TO BE FILLED) EX DETENTION POND P-605 S-606 P-606 S-607 P-607 S-608 P-608 S-610 P-609 S-609 INV. (W) 606.30 RIM 609.58 P-610 P-614 S-615 P-615 S-616 P-616 S-617 INV. (E,W) N/A RIM 610.56 P-617 S-618 INV. (S,E,W) 606.30 INV. (N) 606.33 RIM 609.33 P-618 S-619 P-621 S-622 P-622 S-623 P-623 S-624 INV. (W) 606.88 INV. (N) 606.84 RIM 609.14 P-624 PR 143RD STREET WES T NORMAN DRAI NPR TEMP EASE PR TEMP EASE PR TEMP EASE PR ROW PR ROW PR ROW PR ROW PR ROWINV. (E,W) N/A RIM 612.04 INV. (E,W) N/A RIM 611.31 INV. (E,W) N/A RIM 610.88 INV. (S,E,W) 606.30 RIM 610.05 INV. (E,W) N/A RIM 611.69 INV. (E,W) N/A RIM 611.07 INV. (W) 601.88 INV. (W) 608.76 INV. (E) 608.71 RIM 611.11 INV. (E,W) 608.03 RIM 610.48 0.95 AC  Copyright CMT,License No. 184-000613 3 WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - 0 20 SCALE IN FEET 40 60 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_EX_Drainage.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\Exhibits for Drainage Reports\Existing Drainage Plans\..40.0000 ' / in.Alec Serysht-ex-drainage-plan-05.dgn Default 51"=20'526+00 532+00 CPD JJM CPD 3/18/2021 (7:47:50 PM)24 143RD STREET MATCHLINE STA. 532+00.00MATCHLINE STA. 526+00.00EXISTING DRAINAGE PLAN 524 1 0 " 10" 526 527 528 529 530+00 531 532 PR â„„ 143RD S EX PL EX DUPAGE RIVER TRAIL TOWER TRANSMISSION EX COMED EX GABION WALLEX E AS E EX E AS E EX EASE EX EASE EASEPR PERMEASEPR TEMPEX E AS ECOMED TRANSMISSION CORRIDOREX EASEPRIVATE POND9.16 AC 0.31 AC PR 143RD STREETDUPAGE RIVERPR ROW P R TEMP EASEPR ROW PR TEMP EASE PR TEMP EASEPR TEMP EASEPR TEMP EASE PR ROW  Copyright CMT,License No. 184-000613 15 16 WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - 0 20 SCALE IN FEET 40 60 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_EX_Drainage.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\Exhibits for Drainage Reports\Existing Drainage Plans\..40.0000 ' / in.Alec Serysht-ex-drainage-plan-06.dgn Default 61"=20'532+00 538+00 CPD JJM CPD 3/18/2021 (7:47:51 PM)24 143RD STREET MATCHLINE STA. 538+00.00MATCHLINE STA. 532+00.00EXISTING DRAINAGE PLAN 624J 532 533 534 535+00 536 537 538 PR â„„ 143RD S GARAGE FRAME PRIVATE POND #14218 COMED TRANSMISSION CORRIDOR EX PL 0.34 AC 4.73 AC PR 143RD STREET PR ROW PR TEMP EASE PR ROW PR ROW P R TE MP E AS E PR ROW  Copyright CMT,License No. 184-000613 17 18 WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - 0 20 SCALE IN FEET 40 60 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_EX_Drainage.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\Exhibits for Drainage Reports\Existing Drainage Plans\..40.0000 ' / in.Alec Serysht-ex-drainage-plan-07.dgn Default 71"=20'538+00 544+00 CPD JJM CPD 3/18/2021 (7:47:52 PM)24 143RD STREET MATCHLINE STA. 544+00.00MATCHLINE STA. 538+00.00S TA. 71 7 +00.00MATCHLINE MATCHLI NE S TA. 719 + 75.00 EXISTING DRAINAGE PLAN 7242"2"2"4"24"8"3T6N E9R 717 718 719 538 539 540+00 541 542 543 54412"12"#14218 EX PL PR â„„ 143RD S NAPERVILLE ROAD STA. 718+33.1 143RD STREET STA. 540+04.57 #14217 #14213 #14209 COMED TRANSMISSION CORRIDOREX ROWEX ROW (ASSUMED) EX SEPTIC FIELD (ASSUMED) EX SEPTIC TANK EX WELL EX WELL (ASSUMED) EX SEPTIC FIELD EX ROW NAPERVILLE ROAD EX (ASSUMED) EX SEPTIC FIELD S-637 INV. (S) 612.84 S-638 INV. (S) 612.79 P-637 S-640 S-639 P-639 PR 143RD STREET PR ROW PR ROW PR TEMP EASE PR ROW PR TEMP EASE PR ROW PR ROW NAPERVILLE ROADPR TEMP EASE INV. (S) 612.75 INV. (N) 612.84 (ASSUMED) EX SEPTIC TANK  Copyright CMT,License No. 184-000613 WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - 0 20 SCALE IN FEET 40 60 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_EX_Drainage.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\Exhibits for Drainage Reports\Existing Drainage Plans\..40.0000 ' / in.Alec Serysht-ex-drainage-plan-08.dgn Default 81"=20'544+00 550+00 CPD JJM CPD 3/18/2021 (7:47:53 PM)24 143RD STREET MATCHLINE STA. 550+00.00MATCHLINE STA. 544+00.00EXISTING DRAINAGE PLAN 824 544 545+00 546 547 548 549 550+00 EX PL EX PL EX PLEX PL #14209 #14213 GARAGE FRAME PR â„„ 143RD S FLETCHER LAKE BASS & GILL CLUB TOWER TRANSMISSION EX COMED COMED TRANSMISSION CORRIDOR PR 143RD STREETPR TEMP EASEPR TEMP EASE PR ROW PR TEMP EASE PR ROW PR TEMP EASE PR ROWPR ROW EX LAKE EDGE  Copyright CMT,License No. 184-000613 WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - 0 20 SCALE IN FEET 40 60 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_EX_Drainage.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\Exhibits for Drainage Reports\Existing Drainage Plans\..40.0000 ' / in.Alec Serysht-ex-drainage-plan-09.dgn Default 91"=20'550+00 556+00 CPD JJM CPD 3/18/2021 (7:47:54 PM)24 143RD STREET MATCHLINE STA. 556+00.00MATCHLINE STA. 550+00.00EXISTING DRAINAGE PLAN 924 550+00 551 552 553 554 555+00 556 COMED TRANSMISSION CORRIOR FLETCHER LAKE BASS & GILL CLUB EX PL EX PL EX PLEX PL PR â„„ 143RD S PR 143RD STREET PR ROW PR TEMP EASE PR TEMP EASE PR ROW PR ROW PR TEMP EASE PR ROW 18.63 AC  Copyright CMT,License No. 184-000613 19 WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - 0 20 SCALE IN FEET 40 60 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_EX_Drainage.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\Exhibits for Drainage Reports\Existing Drainage Plans\..40.0000 ' / in.Alec Serysht-ex-drainage-plan-10.dgn Default 1"=20'556+00 561+00 CPD JJM CPD 3/18/2021 (7:47:55 PM)24 143RD STREET 10 MATCHLINE STA. 561+00.00MATCHLINE STA. 556+00.00EXISTING DRAINAGE PLAN 1024 12" 18" 12"8" 556 557 558 559 560+00 561 COMED TRANSMISSION CORRIOR FLETCHER LAKE BASS & GILL CLUB EX PL EX PL EX PLEX PL PR â„„ 143RD S PR 143RD STREET PR TEMP EASEPR TEMP EASE PR ROW PR ROW PR TEMP EASE PR ROW PR TEMP EASE PR ROW 2.37 AC TOWER TRANSMISSION EX COMED  Copyright CMT,License No. 184-000613 21 WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - 0 20 SCALE IN FEET 40 60 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_EX_Drainage.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\Exhibits for Drainage Reports\Existing Drainage Plans\..40.0000 ' / in.Alec Serysht-ex-drainage-plan-11.dgn Default 1"=20'561+00 566+00 CPD JJM CPD 3/18/2021 (7:47:55 PM)24 143RD STREET 11 MATCHLINE STA. 566+00.00MATCHLINE STA. 561+00.00EXISTING DRAINAGE PLAN 1124 6" 8" 6"6" 6" 8" 14" 18" 10" 6",2-8" 3-8" 561 562 563 564 565+00 566 PR â„„ 143RD S COMED TRANSMISSION CORRIOR FLETCHER LAKE BASS & GILL CLUB EX PL EX PLEX PL TOWER TRANSMISSION EX COMED PR 143RD STREET PR TEMP EASE PR ROW PR TEMP EASE PR ROW PR ROW PR TEMP EASE PR ROW PR TEMP EASE 0.68 AC  Copyright CMT,License No. 184-000613 20 WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - 0 20 SCALE IN FEET 40 60 MATCHLINE STA. 572+00.00MATCHLI NE STA. 566+00.00 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_EX_Drainage.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\Exhibits for Drainage Reports\Existing Drainage Plans\..40.0000 ' / in.Alec Serysht-ex-drainage-plan-12.dgn Default 1"=20'566+00 572+00 CPD JJM CPD 3/18/2021 (7:47:56 PM)24 143RD STREET 12MAT C HLI NE ST A. 36+00.00 MAT C HLI NE ST A. 38 +75.00 EXISTING DRAINAGE PLAN 1224 6" 6" 8" 6" 8"6" 8" 8" 8" 6"8", 2-10" 2-8" 6",8",3-12" 12",10",6" 12",10",2-6"18" 6"6"6" 8" 6" 6" 6" 8" 8" 8" 28" 12" 2-8" 12" 18" 12"12" 10"14" 12" 12" 10" 12" 12"10" 6" 6" 10",2-8" 1 0 " 3T6N E9R 201 202 203 204 36 37 3 8 566 567 568 569 570+00 571 572 PR â„„ 143RD S ILL INO IS ROUTE 126EX ROW ILLINOIS ROUTE 126 STA. 37+47.2 143RD STREET STA. 569+25.74 EX WELL EX 143RD STREET EX ROW E X ROW EX ROWEX â„„ ILLINOIS ROUT S-649 INV. (N) 612.84 S-650 INV. (W) 612.44 15" P-649 PR 143RD STREET EX â„„ 143RD SPR TEMP EASEPR TEMP EASEPR ROW P R ROWPR TEMP EASE 7.06 AC 1.33 AC  Copyright CMT,License No. 184-000613 22 10 WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - 0 20 SCALE IN FEET 40 60 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_EX_Drainage.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\Exhibits for Drainage Reports\Existing Drainage Plans\..40.0000 ' / in.Alec Serysht-ex-drainage-plan-13.dgn Default 1"=20'572+00 CPD JJM CPD 3/18/2021 (7:47:57 PM)24 143RD STREET 13 MATCHLINE STA. 572+00.00EXISTING DRAINAGE PLAN 1324 10" 205+00 206 207 208 209 572 573 574 EX 143RD STREET MAIN LAKE BASS & GILL CLUB EX ROW EX ROW EX ¡ 143RD STREET EX ROW PR â„„ 143RD S EX ROW 143RD STREET DEER CREEK RECREATION CLUB, INC. 1.55 AC PR 143RD STREET PR RO WSTA. 575+36.13END PROJECT Copyright CMT,License No. 184-000613 9 WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - 0 20 SCALE IN FEET 40 60 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_EX_Drainage.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\Exhibits for Drainage Reports\Existing Drainage Plans\..40.0000 ' / in.Alec Serysht-ex-drainage-plan-14.dgn Default 1"=20'3398+50 CPD JJM CPD 3/18/2021 (7:47:58 PM)2414 ILLINOIS ROUTE 59 MATCHLINE STA. 3398+50.00EXISTING DRAINAGE PLAN 1424 36"36" 8" 10"10"10" 3393 3394 3395+00 3396 3397 3398 15" 15" 21"21"21"30" 30" ILLINOIS ROUTE 59 / US ROUTE 30 EX STR NO. 099-4638 EX ROW EX ROW CHURCH CROSSWINDS EX â„„ ILLINOIS ROU P R R OWEX ROW EX COMED TRANSMISSION TOWER 6.25 AC 5.58 AC P-64 12"12"S-67 INV. (S) 605.96 RIM 609.36 S-68 P-67 INV. (N,E) 605.23 RIM 609.43 P-69 12"P-70 INV. (W) 605.32 RIM 609.52 S-7012"12" P-71 INV. (W) 604.33 RIM 610.03 S-71 P-72 S-72 S-73 INV. (W) 602.88 INV. (E) 605.80 INV. (N) 602.88 RIM 610.38 S-74 INV. (E) 602.34 P-73 S-75 INV. (N) 603.44 P-48 S-76 INV. (N) 602.89 P-51 S-99 INV. (E) 604.26 RIM 609.66 P-99 P-96 S-600 P-600 S-601 P-601 S-602WE S T NOR MAN D RAI NEX ROW PR ROW EX ROW EX ROW PR TEMP EASE12"INV. (E) 603.07 RIM 610.07 INV. (N,S) 601.48 RIM 610.48 INV. (N) 601.14 P-68 INV. (W) 605.85 RIM 610.35STA. 3392+93.80BEGIN IMPROVEMENTS Copyright CMT,License No. 184-000613 4 11 WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - 0 20 SCALE IN FEET 40 60 MATCHLINE STA. 3400+75.00MATCHLINE STA. 3404+50.00 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_EX_Drainage.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\Exhibits for Drainage Reports\Existing Drainage Plans\..40.0000 ' / in.Alec Serysht-ex-drainage-plan-15.dgn Default 1"=20' CPD JJM CPD 3/18/2021 (7:47:59 PM)2415 ILLINOIS ROUTE 59 3400+75 3404+50 EXISTING DRAINAGE PLAN 1524 12"12" 12" 8" 10" 10" 3401 3402 3403 3404 27" 21" 12" 12" EX ROW ILLINOIS ROUTE 59 VINTAGE TECH RECYCLERS, INC. #14104 GREEN-T. #14104 (CUBESMART) U-STORE-IT, L.P. #14203 EX ROW EX â„„ ILLINOIS ROU PR ℆ DUPAGE RIVER COMPENSATORY ST FARM FIELD (CHICAGO BRIDGE & IRON) P-54 S-56 INV. (W) 609.21 RIM 613.01 P-56 12"S-57 12"P-57 S-59 S-60S-61 P-60 12"S-62 INV. (W) 607.80 RIM 611.30 P-62 P-82 S-85 INV. (E) 609.80 RIM 613.00 12"P-85 12"S-86 INV. (E) 608.92 RIM 612.22 P-86 S-87 P-87 S-88 INV. (E) 608.28 RIM 611.28 P-88 12"12" 12" S-90 INV. (S) 609.92 S-89P-90 P-89 PR TEMP EASEPR TEMP EASEPR TEMP EASEEX ROW EX ROW PR TEMP EASE INV. (S) 609.89 INV. (S) 609.95INV. (N) 609.64 INV. (N,S) 606.98 RIM 611.78 INV. (S) 609.89 P-58 S-58 INV. (N) 609.96 INV. (W) 608.29 RIM 612.19  Copyright CMT,License No. 184-000613 WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - 0 20 SCALE IN FEET 40 60 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_EX_Drainage.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\Exhibits for Drainage Reports\Existing Drainage Plans\..40.0000 ' / in.Alec Serysht-ex-drainage-plan-16.dgn Default 1"=20' CPD JJM CPD 3/18/2021 (7:48:00 PM)2416 ILLINOIS ROUTE 59 3404+50 MATCHLINE STA. 3404+50.00EXISTING DRAINAGE PLAN 1624 12"12"12"12" 8"8"8" 3405+00 3406 3407 3408 3409 3410+00 21"21" 27"27" EX ROW ILLINOIS ROUTE 59 VINTAGE TECH RECYCLERS, INC. #14104 CHICAGO BRIDGE & IRON #14105 EX â„„ ILLINOIS ROU P-5212"12"S-53 P-53 S-54 INV. (N,S) 608.29 RIM 614.79 P-54 S-55 INV. (W) 609.33 RIM 613.83 P-55 P-77 S-78 INV. (E) 611.01 RIM 614.71 P-78 12"S-79 INV. (N,S) 609.66 RIM 614.96 P-7912"18"S-84 S-81 P-81 12" S-83 P-83 S-80 P-80 S-82 P-82 EX ROW EX ROW EX ROW INV. (W) 609.56 RIM 614.66 INV. (N) 611.79 INV. (W) 609.95 RIM 612.15 INV. (S) 611.91 INV. (E) 610.46 RIM 613.86INV. (E) 609.87 INV. (N,S) 608.77 RIM 613.67 STA. 3406+90.16END IMPROVEMENTS Copyright CMT,License No. 184-000613 WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - 0 20 SCALE IN FEET 40 60 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_EX_Drainage.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\Exhibits for Drainage Reports\Existing Drainage Plans\..40.0000 ' / in.Alec Serysht-ex-drainage-plan-17.dgn Default 1"=20'715+50 CPD JJM CPD 3/18/2021 (7:48:01 PM)2417 NAPERVILLE ROAD MATCHLINE STA. 715+50.00EXISTING DRAINAGE PLAN 1724 JJ 2"2" 4" 24" 10" 1 0 " 8"8" 710+00 711 712 713 714 715+00 12"12"12" 12" 12" #14319 #14314 #14306 #14320 #14310 #143002 ST MARY IMMACULATE CEMETARY #14176 #14325 EX â„„ NAPERVILLE PR B-6.24 CURB & GUTTERPR B-6.24 CURB & GUTTER S-642 INV. (N) 612.36 S-641 INV. (S) 612.46 P-641 S-643 S-644 P-643 INV. (N) 610.86 S-646 INV. (N) 610.77 S-648 INV. (S) 610.84 S-647 S-645 INV. (S) 610.93 P-645P-647 INV. (N) 610.97 EX EASEEX EASE ME L OD Y L A N E NAPERVILLE ROAD EX ROW EX ROW EX ROW PR TEMP EASE EX ROW 1.11 AC 4.79 AC INV. (S) 611.04 STA. 712+60.06BEGIN IMPROVEMENTS Copyright CMT,License No. 184-000613 5 6 WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - 0 20 SCALE IN FEET 40 60 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_EX_Drainage.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\Exhibits for Drainage Reports\Existing Drainage Plans\..40.0000 ' / in.Alec Serysht-ex-drainage-plan-18.dgn Default 1"=20'721+50 CPD JJM CPD 3/18/2021 (7:48:02 PM)2418 715+50 NAPERVILLE ROAD MATCHLINE STA. 721+50.00MATCHLINE STA. 715+50.00MATCHLINE STA. 719+75.00STA. 717+00.00MATCHLINE EXISTING DRAINAGE PLAN 1824 J 2" 24" 8" 4" 24" 8" 716 717 720+00 721 15" 15" 15" ST MARY IMMACULATE CEMETARY #14176 CORRIDOR TRANSMISSION COMED NAPERVILLE ROAD EX â„„ NAPERVILLE EX ROW TOWER TRANSMISSION EX COMED E X PL PR B-6.24 CURB & GUTTERPR B-6.24 CURB & GUTTER EX EASE EX ROW PR ROW EX ROW PR TEMP EASE #14208 #14218 #14213 #14209 NAPERVILLE ROAD EX â„„ NAPERVILLE EX ROW S-631 S-632 INV. (N) 612.93 P-631 S-633 INV. (N) 612.88 P-633 S-634 INV. (N) 612.52 S-635 INV. (N) 613.50 P-635 S-636 INV. (N) 613.37 EX ROW PR ROW EX ROW INV. (S) 613.03  Copyright CMT,License No. 184-000613 WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - 0 20 SCALE IN FEET 40 60 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_EX_Drainage.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\Exhibits for Drainage Reports\Existing Drainage Plans\..40.0000 ' / in.Alec Serysht-ex-drainage-plan-19.dgn Default 1"=20' CPD JJM CPD 3/18/2021 (7:48:03 PM)2419 721+50 NAPERVILLE ROADMATCHLINE STA. 721+50.00EXISTING DRAINAGE PLAN 1924 24" 8" 4" 722 723 724 725+00 726 727 15" 18"15" EX ROW EX ROW NAPERVILLE ROADEX â„„ NAPERVILLE S-625 INV. (N) 600.00 S-626 INV. (N) 612.98 P-625 S-628 INV. (N) 612.60 S-627 P-627 S-629S-630 INV. (N) 612.87 P-629 #14209 #14205 #14201 #14127 #14123 #14119 #14115 #14118#14122#14126 #14130 EX ROW EX ROW EX ROW EX ROW EX ROW PR ROW PR ROW INV. (S) 613.21 INV. (S) 600.00 INV. (S) 612.97 INV. (S) 612.92 STA. 723+92.30END IMPROVEMENTS Copyright CMT,License No. 184-000613 WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - 0 20 SCALE IN FEET 40 60 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_EX_Drainage.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\Exhibits for Drainage Reports\Existing Drainage Plans\..40.0000 ' / in.Alec Serysht-ex-drainage-plan-20.dgn Default 1"=20' CPD JJM CPD 3/18/2021 (7:48:04 PM)2420 27+50 ILLINOIS ROUTE 126 MATCHLINE STA. 27+50.00EXISTING DRAINAGE PLAN 2024 2" 10" 22 23 24 25+00 26 27 15"12"15" EX ROW EX ROW PURE ROD & GUN CLUB LAKE PLAINFIELD #23314#23332#23404 ILLINOIS ROUTE 126 EX â„„ ILLINOIS ROUT COPPER DRIVE #23319 COPPER DRIVE #23311 PR B-6.24 CURB & GUTTERPR B-6.24 CURB & GUTTER S-656 INV. (N) 613.55 S-654 INV. (N) 613.71 S-655 INV. (S) 613.70 P-655 S-653 P-653 S-652 INV. (N) 614.80 S-651 INV. (S) 615.11 P-651 EX ROW EX ROW EX ROW 0.74 AC 1.09 AC INV. (S) 613.82 EX EASE STA. 24+92.71BEGIN IMPROVEMENTS Copyright CMT,License No. 184-000613 8 7 WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - 0 20 SCALE IN FEET 40 60 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_EX_Drainage.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\Exhibits for Drainage Reports\Existing Drainage Plans\..40.0000 ' / in.Alec Serysht-ex-drainage-plan-21.dgn Default 1"=20' CPD JJM CPD 3/18/2021 (7:48:05 PM)2421 33+50 ILLINOIS ROUTE 126 27+50 MATCHLINE STA. 33+50.00MATCHLINE STA. 27+50.00EXISTING DRAINAGE PLAN 2124 24" 18" 20" 20" 48" 48" 2" 2"2"10"10"8"8"10" 408 409 410+00 28 29 30+00 31 32 33 15" 15" PURE ROD & GUN CLUB LAKE PLAINFIELD #23239 #23234 ILLINOIS ROUTE 126 COPPER DRIVE STA. 410+21.7 ILLINOIS ROUTE 126 STA. 30+62.70 â EX â„„ ILLINOIS ROUT COPPER DRIVE #23311 COPPER DRIVE #23305 COPPER DRIVE #23302 PR B-6.24 CURB & GUTTERPR B-6.24 CURB & GUTTER 15" S-657 INV. (N) 614.43 S-658P-657 S-660 INV. (E) 614.47 S-659 INV. (W) 615.51 P-659 S-662 INV. (N) 614.55 S-661 P-661 S-667 S-668 P-667 EX ROW E X R O WE X R OWPR TEMP EASE PR TEMP EASE EX ROW PR TEMP EASE EX ROW PR TEMP EASECOPPER DRIVEINV. (S) 614.38 INV. (S) 615.22 INV. (E) N/A INV. (W) N/A EX EASE EX ROW  Copyright CMT,License No. 184-000613 WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - 0 20 SCALE IN FEET 40 60 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_EX_Drainage.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\Exhibits for Drainage Reports\Existing Drainage Plans\..40.0000 ' / in.Alec Serysht-ex-drainage-plan-22.dgn Default 1"=20' CPD JJM CPD 3/18/2021 (7:48:06 PM)2422 36+00 ILLINOIS ROUTE 126 33+50MATCHLINE STA. 33+50.00MATCHLINE STA. 36+00.00EXISTING DRAINAGE PLAN 2224 8" 6"6",8",3-12" 8"6"10" 10"8" 200 +00 34 35+00 36 ILLINOIS ROUTE 126 EX â„„ ILLINOIS ROUT PR B-6.24 CURB & GUTTERPR B-6.24 CURB & GUTTER EX â„„ 143RD S E X 14 3 R D ST R EE T EX ROW EX ROW E X R O WPR TEMP EASE  Copyright CMT,License No. 184-000613 WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - 0 20 SCALE IN FEET 40 60 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_EX_Drainage.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\Exhibits for Drainage Reports\Existing Drainage Plans\..40.0000 ' / in.Alec Serysht-ex-drainage-plan-23.dgn Default 1"=20' CPD JJM CPD 3/18/2021 (7:48:07 PM)2423 44+00 ILLINOIS ROUTE 126 38+75 MATCHLINE STA. 44+00.00MATCHLINE STA. 38+75.00EXISTING DRAINAGE PLAN 2324 6" 6"6",8"6",8" 6" 8"6" 6" 8" 6" 8" 6" 6"6"10"2-24"18"18"18" 12",15" 18" 12",15" 24" 10" 12",8" 12"36"10"15" 10" 10" 12" 10" 39 40+00 41 42 43 44 ILLINOIS ROUTE 126 ILLINOIS ROUTE 126ABONDONED RAILROAD TRACKS, TYPMAIN LAKE BASS & GILL CLUB EX â„„ ILLINOIS ROUT PR B-6.24 CURB & GUTTERPR B-6.24 CURB & GUTTER PR ROW EX ROW EX ROW PR ROW PR ROW EX ROW PR ROW EX ROW PR PERM EASEPR TEMP EASEPR ROWPR TEMP EASEPR TEMP EASEBASS & GILL CLUB FRONTAGE ROAD 1.46 AC 1.06 AC INV. = 604.66 EX 16' x 13' CULVERT INV= 604.63 EX 16' X 13' CULVERT  Copyright CMT,License No. 184-000613 12 13 WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - 0 20 SCALE IN FEET 40 60 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_EX_Drainage.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\Exhibits for Drainage Reports\Existing Drainage Plans\..40.0000 ' / in.Alec Serysht-ex-drainage-plan-24.dgn Default 1"=20' CPD JJM CPD 3/18/2021 (7:48:08 PM)2424 ILLINOIS ROUTE 126 44+00 MATCHLINE STA. 44+00.00EXISTING DRAINAGE PLAN 2424 10" 44 45+00 46 47 48 49 50+00 EX ROW ILLINOIS ROUTE 126 EX â„„ ILLINOIS ROUT S-100S-100 PR ROW EX ROW EX ROW PR ROW EX ROW EX ROW BASS & GILL CLUB FRONTAGE ROAD BASS & GILL CLUB FRONTAGE ROAD 0.64 AC 0.63 AC STA. 46+35.95END IMPROVEMENTS Copyright CMT,License No. 184-000613 24 25 143rd STREET EXTENSION PHASE I ADDENDUM LOCATION DRAINAGE STUDY JANUARY 2020 REVISED: MARCH 2021 Appendix B EXHIBIT 1-02A: FLOOD INSURANCE RATE MAPS MODEL NAME == = FILE NAME =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_color.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Drawings\..CPD JJM CPDJeremy Metz800.0000 ' / in. 1/23/2020 (2:29:46 PM) D1143-exh_FEMA_FIRM.dgn Default 1"=400'11 11 143RD STREET EXTENSION FEMA FIRM MAP EFFECTIVE FEB 15, 2019 12/10/2019 WILL06-00040-00-FP0380 U. MODEL NAME = FILE NAME = SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - 515+00 510+00 520+00 525+00 530+00 535+00 540+00 545+00 550+00 555+00 560+00 565+00 570+000 400 800 1200 SCALE IN FEET 17197C0135G MAP NO. 17197C0127G MAP NO. 17197C0039G MAP NO. 17197C0045G MAP NO. EXTENSION (APPROXIMATE) PROPOSED ALINGNMENT 143RD  Copyright CMT,License No. 184-000613 143rd STREET EXTENSION PHASE I ADDENDUM LOCATION DRAINAGE STUDY JANUARY 2020 REVISED: MARCH 2021 Appendix B EXHIBIT 1-03.1A: WIT FOR DUPAGE RIVER – SN 099-6006 Printed 7/21/2020 D1 PD0034 (Rev. 01/29/15) Type: n/a Type: Bridge Length/Width: n/a Length Of Span: 950 # Spans/Cells: n/a # Spans: 7 Low Chord: n/a Low Chord: 608.32 Skew: n/a (relative to road) Skew: 10 degrees (relative to road) Clearance: n/a Clearance: 2.01 Bridge Flow Line: n/a (u/s) n/a (d/s) Bridge Flow Line: 594.00 (u/s) 595.28 (d/s) Low E.O.P: n/a Low E.O.P: 613.31 Freeboard: n/a Freeboard: 6.94 Culvert Inverts: n/a (u/s) n/a (d/s) NOTE: Proposed Structure Details Are Preliminary; Subject to Refinement In TSL Stage. All elevations are in NAVD88. Bridge Waterway Information Table Route: 143rd Street Existing SN: n/a Waterway: DuPage River Proposed SN: 099-6006 Section: 06-00040-00-FP Prepared by: MCB Date: 7/21/2020 County: Will Checked by: CPD Date: 7/21/2020 Existing Overtopping Elev. = n/a at Sta. n/a Drainage Area = 251.0 square miles Proposed Overtopping Elev. = 613.45 at Sta. 538+04 Flood Event Freq. Discharge Waterway Opening - ft2 Natural H.W.E. - ft Head - ft Headwater Elevation – ft Yr. ft3/s Existing Proposed Existing Proposed Existing Proposed 10 6,890 n/a 4,959 604.8 0.0 0.1 604.8 604.9 Design 50 9,950 n/a 6,399 606.3 0.0 0.1 606.3 606.4 Base 100 11,280 n/a 6,977 606.9 0.0 0.1 606.9 607.0 Scour Design Check 200 12,800 n/a 7,274 607.2 0.0 0.1 607.2 607.3 Overtop Existing n/a n/a Overtop Proposed n/a n/a Max. Calc. 500 14,700 n/a 8,349 608.3 0.0 0.1 608.3 608.4 Datum: 10-Year Velocity through Existing Structure = 1.72 ft/s All-Time H.W.E. & Date: 606.76 ft (October 1954) 10-Year Velocity through Proposed Structure = 1.94 ft/s Surveyed Normal Water Level: 596.1 ft (Fall 2016) 598 ft (Spring 2019) 2-Yr. Flow Rate = 3,600 ft3/s EXISTING STRUCTURE PROPOSED STRUCTURE 143rd STREET EXTENSION PHASE I ADDENDUM LOCATION DRAINAGE STUDY JANUARY 2020 REVISED: MARCH 2021 Appendix B EXHIBIT 1-03.1B: WIT AND PLANS FOR IL 59 OVER WEST NORMAN DRAIN – SN 099-4638 3396 3397 3398 3399 514 515+00 516600605605 605605610 610610610 610 610 610610610610610610610 61061061061061061561061061061061061061061 0 ====SCALE:STA. TO STA. Mike Wittkop40.0000 ' / in.IL59_SW_Intersection_Grading.dgnDefault7/30/2020 (11:01:48 AM) FILE NAMEMODEL NAMEPLOT SCALEPLOT DATE = = PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Screen_Grading.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Drawings\Exhibits\Hydraulic Reports\2020 WND Hydraulic Resubmittal\..SHEET NO. OF SHEETS143RD STREET / US ROUTE 30PR EOP(NO WORK)EX STR 099-4638020SCALE IN FEET4060LEGENDEX MINOR CONTOUREX MAJOR CONTOURPR MINOR CONTOURPR MAJOR CONTOURPROPOSED INTERSECTION GRADINGSOUTHWEST CORNER OF 143RD STREET AND ILLINOIS ROUTE 59ILLINOIS ROUTE 59 / US ROUTE 30 Copyright CMT,License No. 184-000613 143rd STREET EXTENSION PHASE I ADDENDUM LOCATION DRAINAGE STUDY JANUARY 2020 REVISED: MARCH 2021 Appendix B EXHIBIT 1-03.2: WIT FOR 143RD ST OVER WEST NORMAN DRAIN – SN 099-3364 Printed 8/31/2020 BBS 2802 (07/29/10) Culvert Waterway Information Table Route: 143rd Street S.N. Exist: 099-3364 Computed by: MCB Date: 8/31/2020 Section: 06-00040-00-FP S.N. Prop: 099-3364 Checked by: CPD Date: 8/31/2020 County: Will Waterway: West Norman Drain Station: 510 + 91 Existing Overtopping Elevation: 613.26 ft. @ Sta 511+55 Drainage Area = 8.4 Square Miles Proposed Overtopping Evaluation: 613.30 ft. @ Sta 511+55 Flood Frequency Year Discharge cfs Waterway Opening (sq. ft.) Natural H.W.E. Head (ft.) Headwater Elev. (ft.) Existing Proposed Existing Proposed Existing Proposed 10 1230 192.1 189.4 606.84 0.74 0.87 607.58 607.71 Design 50 1990 229.4 226.7 608.11 1.42 1.56 609.53 609.67 Base 100 2380 234.7 234.7 608.76 2.09 2.21 610.85 610.97 OVT(E) 289 3150 234.7 234.7 610.34 3.43 3.55 613.77 613.89 OVT(P) 298 3170 234.7 234.7 610.38 3.43 3.56 613.81 613.94 Max Calc 500 3600 234.7 234.7 610.90 3.50 3.58 614.40 614.48 10-Year Outlet Velocity from Existing Structure = 5.51 fps 10-Year Outlet Velocity from Proposed Structure = 5.33 fps OVT = Overtopping Event (E) Existing (P) Proposed 2-Year Discharge = 155 cfs DATUM: NAVD 1988 ALL-TIME H.W.E. & DATE: 606.8 in October 1954 EXISTING STRUCTURE PROPOSED STRUCTURE Culvert Type: Box Culvert Culvert Type: Box Culvert Cell Dimensions (W x H): 9.667’x8’ Cell Dimensions (W x H): 9.667’x8’ # of cells: 3 # of cells: 3 Length: 78.9 ft Length: 110.1 ft Top of Crown: 608.28 Top of Crown: 608.38 Culvert Invert Elev: 600.28 (u/s) 598.98 (d/s) Culvert Invert Elev: 600.38 (u/s) 598.48 (d/s) Skew: 39'44" Skew: 39'44" Low EOP: 613.01 @ Sta 511+55 Low EOP: 613.09 @ Sta 511+55 Freeboard: 3.48’ Freeboard: 3.42’ EXISTING EMBEDMENT PROPOSED EMBEDMENT Depth: 0.25’ Depth: 0.25’ U/S Streambed Elev: 600.53 U/S Streambed Elev: 600.63 D/S Streambed Elev: 599.23 D/S Streambed Elev: 598.73 NOTE(S): 143rd STREET EXTENSION PHASE I ADDENDUM LOCATION DRAINAGE STUDY JANUARY 2020 REVISED: MARCH 2021 Appendix B EXHIBIT 2-00A: PROPOSED DRAINAGE PLAN 595595 595595595 595595 595 595 595 595595 600600 600 600600600600600600600600 600600 60060060060 0 600600600 600 600 600600 6006006006 00600600600 600 600 600 600 600 600 600 600 6 0 0 600600 600600600600600600600600 6 0 0 600600 6 0 0 600 600 600 600 600 600600 600600 600 600600 600 600 600 600 600 600 600600 600 600 600 600 600 600600 600 600 600600 600 600 600 600600 600600 600 600 600 600 600 600600 600 600 600 600 600 600 600 600 600 600 600 600 600600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 6056 0 5 605 605 605605605605605 605 605605605605605605 605 605 605 605 605 605 605 605605 605605605 605 605 605605605605605 605 605 605 605 605 605 605 605 605 605 605605 605605 605 605605605 605605 605 605605 605 605 605 605605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605605 605 605 605 605 605 605 605 605 605 605 605 605 605 610610610 610610 610 610610610610610 6106106106106106106106 1 0 610 610610610 610 610 610 610 610610610610610 610610 610 610 610 610 610 610 610 610 610610 610 610 610 610610 610610610 610 610 610 610 610 610 610 610 610 610610610 610 610 610610 610 610 610610 610 610 610 610610 610 610 610 610 610 610 610 610 610 610 610 610 610 610 610 610 610615615615615615615615615615615615615 615 615 615615615615615615615615615 615 615 615615615615615615 615 615615 615 615 615 615 615 615 615 615 615 615 615 615615 615 615 615 615 615 615615 615 615 615615 615 615 615615 615 615 615615 615 615 615 615 615 615 615615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615615 615 615 6 1 5 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615615 615 615 615 615 615 615 615 615 615 615615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615615615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 62062062 0 620 620 620 620 620 620620620620620620620 620 620 620 620 620 620 620 620 620 620 620 620 620 620 620 620 620 620 620 625 09/08/2020 WILL06-00040-00-FP0380 U.SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - ONLYONLYONLYONLY ONLYONLYONLYONLYONLYONLYONLYONLYONLYONLYONLY ONLY 510 515 520 525 530 535 LEGEND BOUNDRY LINES/SYMBOLS PROPOSED MANHOLE INLET HEADWALL/ENDWALL CULVERT END SECTION STORM SEWER CULVERT SHEET FLOW OUTLET DITCH DRAINAGE BOUNDRY 0 100 200 300 SCALE IN FEET 4.87 AC 4.92 AC 0.83 AC 0.91 AC 6.20 AC 1.96 AC 261.52 AC 0.61 AC 0.43 AC MODEL NAME = FILE NAME = Michael BoehmDefault Proposed_DrainageBoundry for LDS 1.dgn 200.0000 ' / in. 3/24/2021 (1:13:54 PM) CPD CPD CPD 11"=100' 4 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Screen.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\Exhibits for Drainage Reports\..4 1143RD STREET EXTENSION OVERALL PROPOSED DRAINAGE PLAN 8.41 SQ MI 1.46 AC 1 2 4 3 15 18 11 21 27 3395+00 3400+00 3405+00 3410+00 710+00 Copyright CMT,License No. 184-000613 MATCHLINE STA. 536+00.00DU PAG E R IV E R WES T NORMAN DRAI NPR 143RD ST PR DUPAGE RIVER BRIDGE NAPERVILLE RDILLINOIS ROUTE 59143RD ST / US ROUTE 30 US ROUTE 30ILLINOIS ROUTE 59 / 590 595 595595595 595600600 600600 600 600600 600600600600 600600600 600 600600 600 600 600 600 600 600 600 600 600 600 600 600600 600 600 600600 600 600 600 600 600 600 600 600 600 600 600 600600600 600 600 600 600 600 600 600 600 600600600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 6 0 0 600 600 600600600 600 600600 600 600 600 600 600600 600 600 600 600600 600 600600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600600 600 600600 600 600 600 600 600 600 600600 600 600600 600 600 600 600 600 600 600600 600 600 600 600 600 600 600600 600 600 600600 600 600 600600600 600600 600 600 600600 600 600 600 600 600 600 600 600 600 600600600 600 600 600 600 600 600 600 600600 600 600 600 600 600 600 600 600600 600 600600600 600 600 600600 600600600 600 600 600 600 600 600 600 600 600 600 600600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600600600600 600 600 600 600 600 600600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600600 600 600 600600 600 600 600 600600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600600 600600 600 600 600 600600 600 600 600 600 600 600 600 600600 600 600 600600 600600 600 600 600600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600600600600 600 600 600 600 600 600600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600600 600 600 600 600605605 605 605 605 605605605605605605605605605 605605605605605 6 0 5 605 605 605 605 605605605 605 605 605 605 605 605 605 605 605605 605 605605 60560 5 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605605 605 605 605 605 605605 605 605 605 605 605 605 605605 605 605 605 605 605 605605 605 605 605605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605605 605 610610610610 610610610610610610610 610 610 610610610610610 610 610 610610 610610610610 610 610 610 610 610 615615615615615615615615615 615615615615615615 615615615615615615 61561 5 615615615 615 615615615615615615615615615615615615615 615 615615 615 615615 615615615 615 615615615615615615 615 615615 615615615 615 615 615615 615 615 615 615615615615 615 615615615615 615 615 615 615 615 615615 615 615615 615 615 615 615 615 615 615 615 615615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615615 615 615 615 615 615 615 615 615 615 615 615615 61561 5 615 615 615615 615 615615 615 615615 615 615 615 615 615 615 615 615615 615 615 615 61 5 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615615 615 615 615 615 615 615 615 615 615 615615 615615615 615615 615615 615 615 615 615615 615615 615 615 615 615 615615615 615 615 615 615615 615 615 615 615 615615 615 615 615 615 615 615 615 615615615 615 615 615615615 615 615 615 615 615 615 615 615615 615 615 615 615 615 615 615 615 615 615 615 615 615615 615 615 615 615 615 615 615 615 615 615615 615 615 615 615 615 615 615 615 615 615615 615615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615615 615 615 615 615 615 615 615 615 615 615615 615 615615 615 615 615 615 615 615 615 615615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615615 615 615 615 615 615 615 615 615 615 615 615 615 615 615615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615615 615 615 615 615 615615 615 615615 615 615 615 615 615 615 615 615615 615 615 615 615 615 615 615 615 615 615 615 615 615 615615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615615 615 615 620 620 620 MATCHLINE STA. 565+00.00LEGEND BOUNDRY LINES/SYMBOLS PROPOSED MANHOLE INLET HEADWALL/ENDWALL CULVERT END SECTION STORM SEWER CULVERT SHEET FLOW OUTLET DITCH DRAINAGE BOUNDRY 0 100 200 300 SCALE IN FEET MODEL NAME = FILE NAME = Alec SeryDefault Proposed_DrainageBoundry for LDS 2.dgn 200.0000 ' / in. 11/23/2020 (7:11:28 PM) CPD CPD CPD 21"=100' 4 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_Color_Faded_Contours_PR_Black.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\Exhibits for Drainage Reports\..4 2143RD STREET EXTENSION OVERALL PROPOSED DRAINAGE PLAN 09/08/2020 WILL06-00040-00-FP0380 U.SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - 540 545 550 555 560 565 ONLYONLYONLYONLYONLYONLYONLYONLY 710+00 715+00 720+00 724 25+00 30+00 32 400+00 401 402 403 404 405+00 406 407 408 409 41 0 +00 0.17 AC 0.15 AC 0.57 AC 0.71 AC 6 5 7 8 FLETCHER LAKE LAKE PLAINFIELDMATCHLINE STA. 536+00.00DUPAGE RIVER Copyright CMT,License No. 184-000613 IL-126NAPERVILLE RDPR 143RD ST 600 600600 600 600 600 600 600 600 600 600 600 600 600600 600600 600600 600 600 600600 600600 600 600 600 600 600 600 600 600600 600 600 600 600 600 600 600600600 600 600 600600 600 600 600 600 600 600600600 600 600 600 600 600600 600 600 600 600 600600 600 600 600 600 600 600 600 600 600 600 6 0 5 605 60 5 60560560 5605605605 605605605605605605605 6056056056 0 5 605605 605605605 605605605605605605605605605605605 605 605 60 5 605 605605605605605 605605 605605605605605605605 605 6 0 5 605605 605 605 605 60 5 605 605 605605605605 605 605 605605605605 605605 605 605 605 605 605605605605 605 605 605 605605 605 605 605 605 605 605 605605 605605 605 605 605 605 605605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 610610610 610610 610 610610610610610 610610 610 610 610610610610610610610610610 6106106106106106106106106 1 0 610 610 610 610 610 610 610 610610610 610610 610 610610610 610610610610 610 610 610 610 610 610610 610 610 610 610 610 610 610 610610610610 610 610 610610 610 610 610 610 610 610 610 610 610 610610610 610 610 610 610 610 610610 610 615615615 615 615615615615615615 615615 615 615 615615615615 615615615 615615615 615 615 615615615615615 615615 615 615 615 615 615 615 615 615 615 615615 615 615 615 61 5 615 615 615615 615 615 615 6 1 5 615 6 1 5 615 615615 615615615615 615 615 615 615615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615615 61 5 615 615 615 615615 615 615 615 615 615 615 615 615615 615 615 615 615615 615 615615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615 615615615615 615 615 615 615 615615 615 620620620 620620 620 62 0 6 2 0 625 LEGEND BOUNDRY LINES/SYMBOLS PROPOSED MANHOLE INLET HEADWALL/ENDWALL CULVERT END SECTION STORM SEWER CULVERT SHEET FLOW OUTLET DITCH DRAINAGE BOUNDRYMATCHLINE STA. 565+00.000 100 200 300 SCALE IN FEET MODEL NAME = FILE NAME = Alec SeryDefault Proposed_DrainageBoundry for LDS 3.dgn 200.0000 ' / in. 11/23/2020 (7:11:40 PM) CPD CPD CPD 31"=100' 4 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_Color_Faded_Contours_PR_Black.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\Exhibits for Drainage Reports\..4 3143RD STREET EXTENSION OVERALL PROPOSED DRAINAGE PLAN 220+00 09/08/2020 WILL06-00040-00-FP0380 U.SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - ONLYONLY ONLYONLYONLYONLYONLYONLYONLY 565 570 575 580 30+00 32 35+00 40+00 45+00 50+00 55+00 409 41 0 +00 217 218 219 220+00 221 222 223 0.63 AC 0.64 AC 0.31 AC 0.46 AC 4.98 AC 1.33 AC 0.25 AC 3.02 AC 1.29 AC 0.21 AC 24 25 9 10 12 13 14 16 17 19 FLETCHER LAKE MAIN LAKE STRIKE LAKE  Copyright CMT,License No. 184-000613 IL-126 LEGEND BOUNDRY LINES/SYMBOLS PROPOSED MANHOLE INLET HEADWALL/ENDWALL CULVERT END SECTION STORM SEWER CULVERT SHEET FLOW OUTLET DITCH DRAINAGE BOUNDRY 0 100 200 300 SCALE IN FEET 725 MODEL NAME = FILE NAME = Alec SeryDefault Proposed_DrainageBoundry for LDS 4.dgn 200.0000 ' / in. 12/3/2020 (9:20:23 AM) CPD CPD CPD 41"=100' 4 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_Color_Faded_Contours_PR_Black.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\Exhibits for Drainage Reports\..4 4143RD STREET EXTENSION OVERALL PROPOSED DRAINAGE PLAN 09/08/2020 WILL06-00040-00-FP0380 U.SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - ONLYONLY 724 40+00 12 13 12 13 FLETCHER LAKE  Copyright CMT,License No. 184-000613 NAPERVILLE RDIL-126 WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT 310 TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - 0 20 SCALE IN FEET 40 60 MATCHLINE STA. 508+00.00 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Drainage.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..40.0000 ' / in.Alec Serysht-drainage-plan-01.dgn Default 1 $DRA01$ 1"=20'502+00 508+00 CPD JJM CPD 3/18/2021 (7:03:40 PM)24 143RD STREET DRAINAGE PLAN 12" 15" 15" 12" 60" 60"60"18"60" 24" 24" 60" 24"12"6" 10" 24" 36"36"12"12"15"12"15"12"12"12"12" 502 503 504 505+00 506 507 508 SUBSTATION PLAINFIELD COMED RAVAGO #24210 EX PARKING LOT MANUFACTURING NNM #24133 S-100 P-101 S-106 P-103 P-105 EX ROW EX ROW PR â„„ 143RD S EX ROW COMED TRANSMISSION CORRIDOR EX EASE EX ROW TOWER TRANSMISSION EX COMED EX â„„ 143RD S 36 "12"12"EX FES TO BE REMOVED EX INLET TO BE REMOVED INV = 606.69 TO REMAIN EX RESTRICTOR MANHOLE S-102 S-104 TO BE REMOVED EX STORM SEWER TO BE REMOVED EX STORM SEWER CURB & GUTTER PR B-6.24 CURB & GUTTER PR B-6.24 FUTURE MULTI-USE PATH 143RD STREET / US ROUTE 30 STA. 506+05.00BEGIN PROJECT Copyright CMT,License No. 184-000613  Copyright CMT,License No. 184-000613 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: PROFILESURVEYEDPLOTTEDGRADES CHECKEDB.M. NOTEDSTRUCTURE NOTAT'NS CH'KDBYDATENOTE BOOKNO.SURVEYEDPLOTTEDBYDATENOTE BOOKNO.PLANALIGNMENT CHECKEDCADD FILE NAME =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED DATE DRAWN CHECKED SHEET OF SHEETS STA. TO STA. - - - - - - - - DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS F.A. RT. OF WAY CHECKED 502+50502+00 503+00 503+50 504+00 504+50 505+00 505+50 506+00 506+50 507+00 507+50 508+00 630 595 600 605 610 615 620 625 630 595 600 605 610 615 620 625 630 595 600 605 610 615 620 625 630 595 600 605 610 615 620 625 502+50502+00 503+00 503+50 504+00 504+50 505+00 505+50 506+00 506+50 507+00 507+50 508+00 617.88617.69617.52617.38617.24617.10615.80616.14616.41616.65616.96617.88617.69617.52617.38617.24617.10615.80616.14616.41616.65616.96MODEL NAME = FILE NAME = WILL06-00040-00-FP U. 12/01/2020 0380 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Drainage_Prf.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..40.0000 ' / in.Alec Serysht-drainage-profile-01.dgn Default 1 $DRA02$ 1"=20'502+00 508+00 CPD JJM CPD 3/18/2021 (7:03:41 PM)24 143RD STREET DRAINAGE PROFILES 143RD STREET LEFT 143RD STREET RIGHT EX PGL PR PGL VPI STA. 503+75.70ELEVATION 617.59-0.39%-0.28%618.06VPI STA. 505+59.77ELEVATION 617.07-0.28%VPI STA. 505+78.08ELEVATION 617.05-0.16%-0.41%VPI STA. 506+05.00ELEVATION 616.94-0.56%VPI STA. 507+72.74ELEVATION 616.00-0.56%-0.71%616.68616.40616.12615.8060" RCP @ 0.10%60" RCP @ 0.10%EX RESTRICTOR MANHOLE0.27% 36" RCP @ S-106 EX PGL PR PGL P-105 @ 0.09% TY 2, CL A 128 LF 36" RCP,VPI STA. 503+75.70ELEVATION 617.59-0.39%-0.28%618.06VPI STA. 505+59.77ELEVATION 617.07-0.28%VPI STA. 505+78.08ELEVATION 617.05-0.16%-0.41%VPI STA. 506+05.00ELEVATION 616.94-0.56%VPI STA. 507+72.74ELEVATION 616.00-0.56%-0.71% INV = 607.00 (N) EX INV = 604.92 (W) INV = 604.90 (E)EX INV = 604.82 (N,E,W) EX INV = 605.00 (W) EX INV = 604.98 (E)616.68616.40616.12615.80 WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT 310 TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - 0 20 SCALE IN FEET 40 60 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Drainage.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..40.0000 ' / in.Alec Serysht-drainage-plan-02.dgn Default 2 $DRA03$ 1"=20'508+00 514+00 CPD JJM CPD 3/18/2021 (7:03:42 PM)24 143RD STREETMATCHLINE STA. 508+00.00MATCHLINE STA. 514+00.00PROPOSED DRAINAGE PLAN 24" 36" 24" 6" 10" 10" 15" 15"18"12"12"12"12"PR ROW 508 509 510+00 511 512 513 514 VINTAGE TECH RECYCLERS, INC. #14104 RAVAGO #24210 PR â„„ 143RD S S-110 P-107 P-109 S-116 S-118 P-111 P-113 P-115 P-117 P-119 P-123 EX ROW EX EASE CULVERT EX PR TEMP EASE EX EASE EX ROW EX ROW EX ROW COMED TRANSMISSION CORRIDOR COMED TRANSMISSION CORRIDOR 36"12"12"12"12"1 2"12"12"12" 24"24"24"P-105 S-124 P-125 P-127 AND FES TO BE REMOVED EX INLET, STORM SEWER, S-108 INV = 604.79 INV = 604.44 INV = 606.64 INV = 605.70 INV = 604.86 INV = 600.96 INV = 605.35 S-112 S-114 S-122 S-120 S-128 S-126 S-130 P-121 S-140 S-138 P-129 S-142 P-133 S-136 P-131 18" COMPENSATORY STORAGE WEST NORMAN DRAIN S-146S-132 S-134 0.83 AC 0.91 AC 1.96 AC 0.61 AC 1.52 AC EX INLETS TO BE REMOVED EX FES TO BE REMOVED AND FILLED TO BE ABANDONED EX STORM SEWER TO BE REMOVED EX STORM SEWER TO BE REMOVED EX FES EX INLET TO BE REMOVED EX STORM SEWER TO BE REMOVED EX STORM SEWER TO BE REMOVED EX INLET TO BE REMOVED EX FES TO BE REMOVED PR B-6.24 CURB & GUTTER PR B-6.24 CURB & GUTTER INV. 600.38 6'-6" CULVERT EXTENSION FOR WEST NORMAN DRAIN PR ROW FUTURE MULTI-USE PATH FUTURE MULTI-USE PATH 143RD STREET / US ROUTE 30WEST NORMAN DRAI NPR PERM EASE PR PERM EASEPR PERM EASEPR PERM EASETO BE REMOVED EX PIPE CULVERT TO BE REMOVED EX PIPE CULVERT INV. 598.48 24'-9" CULVERT EXTENSION FOR WEST NORMAN DRAIN CULVERT EX 1 2 11 26 21  Copyright CMT,License No. 184-000613  Copyright CMT,License No. 184-000613 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: PROFILESURVEYEDPLOTTEDGRADES CHECKEDB.M. NOTEDSTRUCTURE NOTAT'NS CH'KDBYDATENOTE BOOKNO.SURVEYEDPLOTTEDBYDATENOTE BOOKNO.PLANALIGNMENT CHECKEDCADD FILE NAME =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED DATE DRAWN CHECKED SHEET OF SHEETS STA. TO STA. - - - - - - - - DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS F.A. RT. OF WAY CHECKED 590 595 600 605 610 615 620 625 590 595 600 605 610 615 620 625 508+00 508+50 509+00 509+50 510+00 510+50 511+00 511+50 512+00 512+50 513+00 513+50 514+00 508+00 508+50 509+00 509+50 510+00 510+50 511+00 511+50 512+00 512+50 513+00 513+50 514+00 590 595 600 605 610 615 620 625 590 595 600 605 610 615 620 625 610.38610.93611.55612.22612.75613.26613.65614.05614.39614.78615.16615.46615.80610.38610.93611.55612.22612.75613.26613.65614.05614.39614.78615.16615.46615.80MODEL NAME = FILE NAME = WILL06-00040-00-FP U. 12/01/2020 0380 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Drainage_Prf.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..40.0000 ' / in.Alec Serysht-drainage-profile-02.dgn Default 2 $DRA04$ 1"=20'508+00 514+00 CPD JJM CPD 3/18/2021 (7:03:43 PM)24 143RD STREET DRAINAGE PROFILES 143RD STREET LEFT 143RD STREET RIGHT S-108 S-134 S-132 S-140 S-146 EX PGL P-105 128 LF 36" RCP, TY 2, CL A @ 0.09% 164.41' V.C. K = 167 +56.63 EL. 613.27VPI STA. 512+38.83ELEVATION 612.69-0.71%-1.69%+21.04 EL. 611.30-0.71% 292.03' V.C. K = 112 INV = 600.96 (E) INV = 603.00 (N) INV = 605.10 (N) INV = 601.16 (W) INV = 601.26 (E) INV = 604.79 INV = 602.58 (W) INV = 602.68 (E) P-119 P-121 170 LF 24" RCP, TY 2, CL A @ 0.50%94 LF 24" RCP, TY 2, CL A @ 0.51% P-127 @ 0.50% TY 2, CL A 39 LF 24" RCP, INV = 602.11 (W) INV = 602.21 (E)615.80615.45615.09614.74614.38614.03613.67613.32612.91612.35611.64610.84610.24610.40610.04600.96610.86599.0533.33% PR RT DITCH PR RT DITCH 608.3626.34% 1.41% -1.41% EX PGL S-128 S-126 S-136 S-142 P-115 @ 1.23% TY 2, CL A 28 LF 12" RCP, 164.41' V.C. K = 167 +56.63 EL. 613.27VPI STA. 512+38.83ELEVATION 612.69-0.71%-1.69%+21.04 EL. 611.30-0.71% 292.03' V.C. K = 112 INV = 605.70 (N)INV = 606.40 (E) INV = 604.70 (W) INV = 605.35 INV = 603.71 (E) INV = 603.61 (S) P-123 74 LF 12" RCP, TY 2, CL A @ 2.30% PR LT DITCH 608.91611.67-1.54%615.80615.45615.09614.74614.38614.03613.67613.32612.91612.35611.64610.84610.24 WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT 310 TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - H H 0 20 SCALE IN FEET 40 60 MATCHLINE STA. 514+00.00MATCHLINE STA. 520+00.00MATCHLINE STA. 3400+75.00 MATCHLINE STA. 3398+50.00 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Drainage.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..40.0000 ' / in.Alec Serysht-drainage-plan-03.dgn Default 3 $DRA05$ 1"=20'514+00 520+00 CPD JJM CPD 3/24/2021 (5:19:25 PM)24 143RD STREET PROPOSED DRAINAGE PLAN12"36"36" 24" 12"21"15"15"27"30"21"15"24" 12"12"8"12" 10"10"10" 10"10"6"12" 12" 12" 12" 12" 12" 12" 12" 12"12"12" 12" 12" 12"12"12" 3399 3400+00 514 515+00 516 517 518 519 520+00EX ROWAGG PARKING LOT EX ROW(CUBESMART) U-STORE-IT, L.P. #14203 COMED TRANSMISSION CORRIDOR PR â„„ 143RD S EX PL ILLINOIS ROUTE 59 STA. 3399+61.1 143RD STREET STA. 516+45.96 143RD STREET P-133 P-137 P-143 P-157 P-135 P-167 P-161S-150 S-144 GREEN-T #14104 S-164 P-147 S-168 S-174 S-170 P-159 S-172 S-176 S-180 EX ROW EX EASE EX ROW EX ROWEX EASE EX EASE S-158 S-166 P-149 P-151 P-153 P-155 18" 15"30"30"12"12" 12"30"30"36"36"24" 12" 12" 18"12"2 1"18"15"12" P-129 P-131 S-148 P-139 S-152 S-162 S-154 P-141 S-156 P-145 S-182 EX COMED TRANSMISSION TOWER 30"S-160 P-235 AND FILLED TO BE ABANDONED EX STORM SEWER TO BE REMOVED EX INLET EX STORM SEWER REMOVE AND REPLACE TO BE REMOVED EX INLET EX STORM SEWER REMOVE AND REPLACE REMOVED TO BE EX INLET EX INLET TO BE REMOVED BE REMOVED EX INLET TO BE REMOVED EX INLET TO BE REMOVED EX INLET TO BE REMOVED EX INLET TO BE REMOVED EX INLET TO BE REMOVED EX INLET TO BE REMOVED EX INLET TO TO BE REMOVED EX STORM SEWER BE REMOVED EX INLET TO TO BE REMOVED EX STORM SEWER BE REMOVED EX INLET TO BE REMOVED EX INLET TO CURB & GUTTER PR B-6.24 CURB & GUTTER PR B-6.24 PR B-6.24 CURB & GUTTER CURB & GUTTER PR B-6.24 TO BE REMOVED SEWER, & FES EX INLET, STORM REMOVE AND REPLACE EX STORM SEWER EX INLET TO BE REMOVED EX FES TO BE REMOVED REMOVED TO BE EX INLET PR ROW PR RO WPR ROW PR TEMP EASEPR ROW PR ROW MULTI-USE PATH FUTURE MULTI-USE PATH FUTURE 143RD STREET / US ROUTE 30 ILLINOIS ROUTE 59WESTNOR M AN DRAI NTO BE REMOVED EX INLETPR ROW TO BE REMOVED EX STORM SEWER AND INLETS TO BE REMOVED EX STORM SEWER AND INLETS ILLINOIS ROUTE 59 E AND FILLED ABANDONED TO BE EX STORM SEWER TO BE REMOVED EX PIPE CULVERTS P-163A P-159A 18"P-165 S-178 REMOVED TO BE EX INLET TO BE REMOVED EX STORM SEWER S-172A 12"S-176A 15" P-169 P-163 S-182A 12"P-167A  Copyright CMT,License No. 184-000613  Copyright CMT,License No. 184-000613 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: PROFILESURVEYEDPLOTTEDGRADES CHECKEDB.M. NOTEDSTRUCTURE NOTAT'NS CH'KDBYDATENOTE BOOKNO.SURVEYEDPLOTTEDBYDATENOTE BOOKNO.PLANALIGNMENT CHECKEDCADD FILE NAME =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED DATE DRAWN CHECKED SHEET OF SHEETS STA. TO STA. - - - - - - - - DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS F.A. RT. OF WAY CHECKED 590 595 600 605 610 615 620 625 590 595 600 605 610 615 620 625 514+00 514+50 515+00 515+50 516+00 516+50 517+00 517+50 518+00 518+50 519+00 519+50 520+00 514+00 514+50 515+00 515+50 516+00 516+50 517+00 517+50 518+00 518+50 519+00 519+50 520+00 590 595 600 605 610 615 620 625 590 595 600 605 610 615 620 625 611.86612.16612.28612.31612.07611.85609.50610.66609.63609.51609.69609.94610.38611.86612.16612.28612.31612.07611.85609.50610.66609.63609.51609.69609.94610.38MODEL NAME = FILE NAME = WILL06-00040-00-FP U. 12/01/2020 0380 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Drainage_Prf.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..40.0000 ' / in.Alec Serysht-drainage-profile-03.dgn Default 3 $DRA06$ 1"=20'514+00 520+00 CPD JJM CPD 3/24/2021 (3:52:53 PM)24 143RD STREET DRAINAGE PROFILES 143RD STREET LEFT 143RD STREET RIGHT PR PGL EX PGL STA. 516+45.96℄ ILLINOIS ROUS-148 S-150 P-135 @ 1.00% TY 2, CL A 5 LF 12" RCP,VPI STA. 514+67.06ELEVATION 608.82-1.69%+0.92% 292.03' V.C. K = 112 VPI STA. 516+45.38ELEVATION 610.46+0.92%-1.45%+13.07 EL. 610.16S-164 S-170 S-174 S-168P-157 P-161 P-155 @ 0.56% TY 1, CL A 54 LF 15" RCP, 124 LF 24" RCP, TY 1, CL A @ 0.26%VPI STA. 518+04.28ELEVATION 608.15-1.45%+1.15% 237.80' V.C. K = 91 +85.38 EL. 609.88+23.18 EL. 609.52INV = 604.59 (W) INV = 604.81 (E) INV = 604.86 (W) P-133 @ 0.70% TY 2, CL A RCP, 94 LF 18" P-129 TY 1, CL A @ 0.85% 18 LF 12" RCP, INV = 602.92 (S) INV = 603.52 (E) INV = 604.22 (N) INV = 603.84 (W) INV = 604.30 (S) INV = 604.40 (N) @ 0.81% TY 2, CL A 108 LF 15" RCP,INV = 604.95 (W) INV = 604.70 (S) INV = 604.80 (E) EX PGL 608.87PR RT DITCH 0.50%610.24609.86609.70609.76610.05610.39609.68609.17608.94608.97609.28609.83610.40EX PGL 609.32PR LT DITCH 0.40% S-154 S-156 S-158 PR PGL EX PGL STA. 516+45.96℄ ILLINOIS ROUS-160S-144 P-143 P-145P-141 VPI STA. 514+67.06ELEVATION 608.82-1.69%+0.92% 292.03' V.C. K = 112 VPI STA. 516+45.38ELEVATION 610.46+0.92%-1.45%+13.07 EL. 610.16INV = 602.85 (W) INV = 602.95 (N) INV = 605.60 (W)INV = 605.90 (W) INV = 605.82 (E) INV = 605.93 (E)VPI STA. 518+04.28ELEVATION 608.15-1.45%+1.15% 237.80' V.C. K = 91 +85.38 EL. 609.88+23.18 EL. 609.52P-129 P-131 @ 0.49% TY 2, CL A RCP, 35 LF 21" TY 2, CL A @ 0.70% 94 LF 18" RCP, @ 0.60% TY 1, CL A 5 LF 12" RCP, TY 1, CL A @ 0.60% 54 LF 12" RCP, @ 0.56% TY 1, CL A 18 LF 12" RCP, INV = 605.50 (E,W) INV = 603.87 (S) INV = 603.97 (N) P-169 S-182A INV = 605.58 (W) INV = 605.68 (E) INV = 605.73 (N) 100 LF 15" RCP, TY 2, CL A @ 0.53% S-176A INV = 604.80 (W) INV = 605.05 (N,E) TY 2, CL A @ 0.43% 84 LF 18" RCP, S-172A INV = 604.44 (N,E) P-163A 610.24609.86609.70609.76610.05610.39609.68609.17608.94608.97609.28609.83610.40 WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT 310 TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - 0 20 SCALE IN FEET 40 60 MATCHLINE STA. 520+00.00MATCHLINE STA. 526+00.00 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Drainage.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..40.0000 ' / in.Alec Serysht-drainage-plan-04.dgn Default 4 $DRA07$ 1"=20'520+00 526+00 CPD JJM CPD 3/24/2021 (5:20:06 PM)24 143RD STREET PROPOSED DRAINAGE PLAN 10" 12" 12"12"12" 12" 12" 12" 12" 12" 15"12"12" 12" 12" 520+00 521 522 523 524 525+00 526 101 102 103 104 COMED TRANSMISSION CORRIDOR PR â„„ 143RD S EX PL EX PL 143RD STREET (CUBESMART) U-STORE-IT, L.P. #14203 S-184 S-180 S-188 S-202 P-171 P-167 P-175 P-185 EX EASE EX EASE TOWER TRANSMISSION EX COMED 15"18"12"12"12"12"(TO BE FILLED) EX DETENTION POND S-198 15"12"S-194 P-181 P-179 P-177 S-192 INV = 604.97 4" S-190 S-182 S-186 S-196A S-204 RIVER TRAIL PR ℆ D DUPAGE RIVER TRAIL 101+00.0 143RD STREET STA. 523+90.50 INV = 600.83 STORAGE VOLUME PROVIDED: 0.09 AC-FT STORAGE VOLUME REQUIRED: 0.09 AC-FT TO BE REMOVED EX STORM SEWER PR INFILTRATION BASIN TO BE REMOVED EX INLET TO BE REMOVED EX INLET REMOVED TO BE EX INLET TO BE REMOVED EX INLET TO BE REMOVED EX INLET TO BE REMOVED EX INLET TO BE REMOVED EX FES TO BE REMOVED EX STORM SEWER TO BE REMOVED EX STORM SEWER BE REMOVED EX INLET TO BE REMOVED EX INLET TO TO BE REMOVED EX INLET TO BE REMOVED EX INLET TO BE REMOVED EX INLET TO BE REMOVED EX STORM SEWER CURB & GUTTER PR B-6.24 PR TEMP EASE PR TEMP EASE PR TEMP EASE PR ROW PR ROW PR ROW PR ROW PR ROWFUTURE MULTI-USE PATH PR MULTI-USE PATH WES T NORMAN DRAI NPR MULTI-USE PATH DUPAGE RIVER COMPENSATORY STORAGE 12"P-167A S-182A S-186A P-171A 12"P-173 BE REMOVED EX INLET TO EX STORM SEWER TO BE REMOVED PR B-6.24 CURB & GUTTER S-188A12"P-175A 15"18"15"P-181A S-196 15" P-183 P-187S-200 S-204A P-189 12"P-189A  Copyright CMT,License No. 184-000613  Copyright CMT,License No. 184-000613 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: PROFILESURVEYEDPLOTTEDGRADES CHECKEDB.M. NOTEDSTRUCTURE NOTAT'NS CH'KDBYDATENOTE BOOKNO.SURVEYEDPLOTTEDBYDATENOTE BOOKNO.PLANALIGNMENT CHECKEDCADD FILE NAME =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED DATE DRAWN CHECKED SHEET OF SHEETS STA. TO STA. - - - - - - - - DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS F.A. RT. OF WAY CHECKED 520+00 520+50 521+00 521+50 522+00 522+50 523+00 523+50 524+00 524+50 525+00 525+50 526+00 630 595 600 605 610 615 620 625 630 595 600 605 610 615 620 625 630 595 600 605 610 615 620 625 630 595 600 605 610 615 620 625 520+00 520+50 521+00 521+50 522+00 522+50 523+00 523+50 524+00 524+50 525+00 525+50 526+00 602.78603.35603.96604.78609.19609.43610.45610.86610.94610.93611.28611.32611.86602.78603.35603.96604.78609.19609.43610.45610.86610.94610.93611.28611.32611.86MODEL NAME = FILE NAME = WILL06-00040-00-FP U. 12/01/2020 0380 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Drainage_Prf.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..40.0000 ' / in.Alec Serysht-drainage-profile-04.dgn Default 4 $DRA08$ 1"=20'520+00 526+00 CPD JJM CPD 3/24/2021 (4:12:41 PM)24 143RD STREET DRAINAGE PROFILES 143RD STREET LEFT 143RD STREET RIGHT PR PGL EX PGL +1.15%610.40610.98611.55612.13612.70613.28613.85614.43615.00615.58616.15616.73617.30610.40610.98611.55612.13612.70613.28613.85614.43615.00615.58616.15616.73617.30PR PGL EX PGL S-186A S-188A S-196A S-200+1.15% P-175 P-183 S-182A S-204A INV = 609.41 (W) INV = 610.41 (N) INV = 607.80 (E) INV = 608.04 (N) INV = 608.35 (E) INV = 606.11 (W) INV = 606.01 (N) P-187TY 2, CL A @ 0.88% 120 LF 15" RCP, 110 LF 18" RCP, TY 2, CL A @ 0.62% 129 LF 15" RCP, TY 1, CL A @ 0.59% INV = 607.04 (W) INV = 606.79 (E) INV = 608.65 (N) P-173 100 LF 15" RCP, TY 2, CL A @ 0.53% INV = 606.21 (W) INV = 606.69 (N) INV = 605.58 (W) INV = 605.68 (E) INV = 605.73 (N) WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT 310 TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - 0 20 SCALE IN FEET 40 60 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Drainage.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..40.0000 ' / in.Alec Serysht-drainage-plan-05.dgn Default 5 $DRA09$ 1"=20'526+00 532+00 CPD JJM CPD 3/18/2021 (9:38:45 PM)24 143RD STREET MATCHLINE STA. 532+00.00MATCHLINE STA. 526+00.00PROPOSED DRAINAGE PLAN 1 0 " 10" 526 527 528 529 530+00 531 532 104 10 5 +00 106 107 108 PR â„„ 143RD S EX PL 143RD STREET EX DUPAGE RIVER TRAIL TOWER TRANSMISSION EX COMED EX GABION WALLEX E AS E EX E AS E EX EASE EX EASE PR GABION STABILIZATION EASEPR PERMEASEPR TEMPEX E AS ECOMED TRANSMISSION CORRIDOREX EASEPRIVATE POND S-206 PR ℆ DUPAGE RIVER INV = 600.50 1.66 AC PIER 1 PIER 2 PIER 3 PIER 4 PR ROW P R TEMP EASEPR ROW PR MULTI-USE PATH PR TEMP EASE PR TEMP EASEPR TEMP EASEPR TEMP EASE 0.43 ACDUPAGE RIVERPR MULTI-USE PATH PR ROW15 27  Copyright CMT,License No. 184-000613  Copyright CMT,License No. 184-000613 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: PROFILESURVEYEDPLOTTEDGRADES CHECKEDB.M. NOTEDSTRUCTURE NOTAT'NS CH'KDBYDATENOTE BOOKNO.SURVEYEDPLOTTEDBYDATENOTE BOOKNO.PLANALIGNMENT CHECKEDCADD FILE NAME =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED DATE DRAWN CHECKED SHEET OF SHEETS STA. TO STA. - - - - - - - - DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS F.A. RT. OF WAY CHECKED 526+00 526+50 527+00 527+50 528+00 528+50 529+00 529+50 530+00 530+50 531+00 531+50 532+00 590 595 600 605 610 615 620 625 590 595 600 605 610 615 620 625 590 595 600 605 610 615 620 625 590 595 600 605 610 615 620 625 526+00 526+50 527+00 527+50 528+00 528+50 529+00 529+50 530+00 530+50 531+00 531+50 532+00 596.83595.53596.02598.78601.57600.21599.26597.33595.29602.31600.92599.92602.78596.83595.53596.02598.78601.57600.21599.26597.33595.29602.31600.92599.92602.78MODEL NAME = FILE NAME = WILL06-00040-00-FP U. 12/01/2020 0380 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Drainage_Prf.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..40.0000 ' / in.Alec Serysht-drainage-profile-05.dgn Default 5 $DRA10$ 1"=20'526+00 532+00 CPD JJM CPD 3/18/2021 (10:04:14 PM)24 143RD STREET DRAINAGE PROFILES 143RD STREET LEFT 143RD STREET RIGHT EX PGL 617.30617.88618.45619.03619.54619.90620.10620.15620.04619.77619.35618.86618.37PR PGL EX PGL PRIVATE PONDBRIDGE OMISSION VPI STA. 529+26.07ELEVATION 621.05+1.15%-0.98% 340.80' V.C. K = 160+55.67 EL. 619.10+96.47 EL. 619.38-1.50%DUPAGE RIVER617.30617.88618.45619.03619.54619.90620.10620.15620.04619.77619.35618.86618.37EX PGL PR PGL EX PGL PRIVATE PONDBRIDGE OMISSION VPI STA. 529+26.07ELEVATION 621.05+1.15%-0.98% 340.80' V.C. K = 160+55.67 EL. 619.10+96.47 EL. 619.38-1.50%DUPAGE RIVERLOW CHORD EL. 610.92 WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT 310 TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - J0 20 SCALE IN FEET 40 60 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Drainage.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..40.0000 ' / in.Alec Serysht-drainage-plan-06.dgn Default 6 $DRA11$ 1"=20'532+00 538+00 CPD JJM CPD 3/19/2021 (5:30:32 PM)24 143RD STREET MATCHLINE STA. 538+00.00MATCHLINE STA. 532+00.00PROPOSED DRAINAGE PLAN 532 533 534 535+00 536 537 538 PR â„„ 143RD S GARAGE FRAME PRIVATE POND #14218 COMED TRANSMISSION CORRIDOR 143RD STREET S-208 S-212 S-214 P-201P-197 P-195 P-199 EX PL 36" 36"12"12"36" 12" INV = 604.00 36" P-193 S-210 S-216 S-218 P-203 S-220 P-209 12" 6.20 AC PIER 5 PIER 6 PR ROW PR ROW PR MULTI-USE PATH P R TE MP E AS E PR ROW PR TEMP EASE PR ROW 18  Copyright CMT,License No. 184-000613  Copyright CMT,License No. 184-000613 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: PROFILESURVEYEDPLOTTEDGRADES CHECKEDB.M. NOTEDSTRUCTURE NOTAT'NS CH'KDBYDATENOTE BOOKNO.SURVEYEDPLOTTEDBYDATENOTE BOOKNO.PLANALIGNMENT CHECKEDCADD FILE NAME =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED DATE DRAWN CHECKED SHEET OF SHEETS STA. TO STA. - - - - - - - - DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS F.A. RT. OF WAY CHECKED 590 595 600 605 610 615 620 625 590 595 600 605 610 615 620 625 532+00 532+50 533+00 533+50 534+00 534+50 535+00 535+50 536+00 536+50 537+00 537+50 538+00 532+00 532+50 533+00 533+50 534+00 534+50 535+00 535+50 536+00 536+50 537+00 537+50 538+00 590 595 600 605 610 615 620 625 590 595 600 605 610 615 620 625 611.62611.23611.34607.69604.73604.57603.54602.31598.61600.70601.71598.24596.83611.62611.23611.34607.69604.73604.57603.54602.31598.61600.70601.71598.24596.83MODEL NAME = FILE NAME = WILL06-00040-00-FP U. 12/01/2020 0380 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Drainage_Prf.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..40.0000 ' / in.Alec Serysht-drainage-profile-06.dgn Default 6 $DRA12$ 1"=20'532+00 538+00 CPD JJM CPD 3/19/2021 (5:30:33 PM)24 143RD STREET DRAINAGE PROFILES 143RD STREET LEFT 143RD STREET RIGHT PR PGL EX PGL S-208 S-218 P-195 P-201 P-203 161 LF 36" RCP, TY 2, CL A @ 0.20% TY 2, CL A @ 0.20% 5 LF 36" RCP, BRIDGE OMISSION +15.57 EL. 613.32K = 90 223.20' V.C. INV = 604.00 (E) INV = 604.49 (W) INV = 604.59 (E) INV = 608.90 (S) INV = 604.91 (W) INV = 605.01 (E) P-193 TY 2, CL A @ 0.56% 54 LF 36" RCP, @ 0.37% TY 2, CL A 24 LF 36" RCP, S-210 INV = 604.30 (W) INV = 604.40 (E) S-212 LOW CHORD EL. 608.34 618.37617.88617.39616.90616.41615.92615.43614.94614.45613.96613.47613.05612.89PR PGL EX PGL S-220 P-209@ 0.60% TY 2, CL A 5 LF 12" RCP, BRIDGE OMISSION +15.57 EL. 613.32K = 90 223.20' V.C. INV = 608.24 (E)618.37617.88617.39616.90616.41615.92615.43614.94614.45613.96613.47613.05612.89 WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT 310 TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - 0 20 SCALE IN FEET 40 60 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Drainage.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..40.0000 ' / in.Alec Serysht-drainage-plan-07.dgn Default 7 $DRA13$ 1"=20'538+00 544+00 CPD JJM CPD 3/18/2021 (9:38:49 PM)24 143RD STREET MATCHLINE STA. 544+00.00MATCHLINE STA. 538+00.00S TA. 71 7 +00.00MATCHLINE MATCHLI NE S TA. 719 + 75.00 PROPOSED DRAINAGE PLAN2"2"2"4"24"8"12"12"3T6N E9R 717 718 719 538 539 540+00 541 542 543 544 #14218 EX PL PR â„„ 143RD S NAPERVILLE ROAD STA. 718+33.1 143RD STREET STA. 540+04.57 #14217 #14213 #14209 COMED TRANSMISSION CORRIDOR 143RD STREET S-230 S-234 S-238 P-225 S-254 S-248 S-228 P-209 P-217 P-213 P-215 P-237 P-241 P-243 P-245 P-229 P-219 P-247 P-227 P-223 P-239 P-221 EX ROWEX ROW (ASSUMED) EX SEPTIC FIELD (ASSUMED) EX SEPTIC TANK EX WELL EX WELL (ASSUMED) EX SEPTIC FIELD EX ROW (ASSUMED) EX SEPTIC TANK NAPERVILLE ROAD EX 36"21"21"15 "36"36"36"36"12"12 "12"36 " 36"36"15"12"12"12"36"(ASSUMED) EX SEPTIC FIELD TO BE REMOVED EX PIPE CULVERT TO BE REMOVED EX PIPE CULVERT P-203 S-222 S-224 P-205 S-226 P-207 P-211 S-240 S-236 S-250 S-246 S-252 S-256 36" 12" S-242 P-231 P-233 S-232 PR B-6.24 CURB & GUTTER PR B-6.24 CURB & GUTTER PR B-6.24 CURB & GUTTER CURB & GUTTER PR B-6.24PR ROW PR MULTI-USE PATH PR ROW PR ROW PR TEMP EASE PR ROW PR TEMP EASE PR MULTI-USE PATH PR ROW NAPERVILLE ROADPR TEMP EASE  Copyright CMT,License No. 184-000613  Copyright CMT,License No. 184-000613 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: PROFILESURVEYEDPLOTTEDGRADES CHECKEDB.M. NOTEDSTRUCTURE NOTAT'NS CH'KDBYDATENOTE BOOKNO.SURVEYEDPLOTTEDBYDATENOTE BOOKNO.PLANALIGNMENT CHECKEDCADD FILE NAME =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED DATE DRAWN CHECKED SHEET OF SHEETS STA. TO STA. - - - - - - - - DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS F.A. RT. OF WAY CHECKED 590 595 600 605 610 615 620 625 590 595 600 605 610 615 620 625 538+00 538+50 539+00 539+50 540+00 540+50 541+00 541+50 542+00 542+50 543+00 543+50 544+00 538+00 538+50 539+00 539+50 540+00 540+50 541+00 541+50 542+00 542+50 543+00 543+50 544+00 590 595 600 605 610 615 620 625 590 595 600 605 610 615 620 625 614.81615.27615.71616.29616.63615.33613.82613.97614.79613.49612.71612.06611.62614.81615.27615.71616.29616.63615.33613.82613.97614.79613.49612.71612.06611.62MODEL NAME = FILE NAME = WILL06-00040-00-FP U. 12/01/2020 0380 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Drainage_Prf.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..40.0000 ' / in.Alec Serysht-drainage-profile-07.dgn Default 7 $DRA14$ 1"=20'538+00 544+00 CPD JJM CPD 3/18/2021 (9:38:50 PM)24 143RD STREET DRAINAGE PROFILES 143RD STREET RIGHT 143RD STREET LEFT PR PGL EX PGL STA. 540+04+57℄ NAPERVILLES-222 S-230 P-203 P-211191 LF 36" RCP, TY 2, CL A @ 0.20% TY 2, CL A @ 0.20% 5 LF 36" RCP,VPI STA. 538+27.17ELEVATION 612.22ELEVATION 616.52VPI STA. 541+13.50STA. 540+04+57℄ NAPERVILLE-0.98%+1.50% 223.20' V.C. K = 90 +1.50%-0.75% 157.50' V.C. K = 70+38.77 EL. 613.90+34.75 EL. 615.34+92.25 EL. 615.93+49.77 EL. 614.75K = 150 196.50' V.C. INV = 605.50 (W) INV = 605.60 (N) INV = 607.19 (S) INV = 605.02 (W) INV = 605.12 (E) S-246 INV = 606.89 (W) INV = 606.99 (S)S-508 S-234 @ 0.21% TY 2, CL A RCP, 14 LF 36" P-223 S-238 P-213 @ 0.19% TY 2, CL A 58 LF 36" RCP, P-233 TY 2, CL A @ 0.34% 151 LF 36" RCP, TY 2, CL A @ 0.28% 65 LF 36" RCP, P-227 P-237 TY 2, CL A @ 0.33% 42 LF 36" RCP, INV = 606.28 (W) INV = 606.38 (E) INV = 609.41 (S) INV = 606.93 (N) INV = 605.97 (E) INV = 605.87 (S) INV = 606.00 (W) INV = 606.10 (E) INV = 609.43 (S) INV = 608.30 (N)612.89613.00613.40614.07614.82615.55616.01616.12615.87615.50615.12614.75614.45PR PGL EX PGL STA. 540+04+57℄ NAPERVILLES-248 S-254S-228 S-504 P-219 P-217 P-209 S-226 @ 0.60% TY 2, CL A 5 LF 12" RCP,VPI STA. 538+27.17ELEVATION 612.22ELEVATION 616.52VPI STA. 541+13.50STA. 540+04+57℄ NAPERVILLE-0.98%+1.50% 223.20' V.C. K = 90 +1.50%-0.75% 157.50' V.C. K = 70+38.77 EL. 613.90+34.75 EL. 615.34+92.25 EL. 615.93+49.77 EL. 614.75K = 150 196.50' V.C. INV = 608.21 (W) INV = 607.53 (E) INV = 607.43 (N) INV = 607.83 (W) INV = 607.93 (S) INV = 608.43 (S) INV = 608.33 (N) INV = 610.68 (S) INV = 607.13 (N) INV = 607.35 (W) INV = 607.45 (E) INV = 607.23 (E) 80 LF 15" RCP, TY 2, CL A @ 0.38% TY 2, CL A @ 0.56% 71 LF 15" RCP, P-247 TY 2, CL A @ 0.11% 112 LF 36" RCP,P-241110 LF 36" RCP, TY 2, CL A @ 0.11% TY 2, CL A @ 0.33% 42 LF 36" RCP, P-237 INV = 609.80 (N,S)612.89613.00613.40614.07614.82615.55616.01616.12615.87615.50615.12614.75614.45 WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT 310 TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - 0 20 SCALE IN FEET 40 60 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Drainage.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..40.0000 ' / in.Alec Serysht-drainage-plan-08.dgn Default 8 $DRA15$ 1"=20'544+00 550+00 CPD JJM CPD 3/18/2021 (7:04:00 PM)24 143RD STREET MATCHLINE STA. 550+00.00MATCHLINE STA. 544+00.00PROPOSED DRAINAGE PLAN 544 545+00 546 547 548 549 550+00 EX PL EX PL EX PLEX PL #14209 #14213 GARAGE FRAME PR â„„ 143RD S FLETCHER LAKE BASS & GILL CLUB 143RD STREETP-247 P-249 S-260 P-261 S-272 P-263 P-265 S-276 P-267 S-278 P-269 P-271 P-279 S-292 P-283 P-281 P-285 P-277 P-259 EX LAKE EDGE AND LAKE EXPANSION FLETCHER LAKE COMPENSATION STORAGEPR LAKE EDGE TOWER TRANSMISSION EX COMED COMED TRANSMISSION CORRIDOR 36" 30"30"30"30" 12"12"12"12"12"12"12"12"12"12"12"12"12"P-257 12"P-273 P-275 S-284 S-286 S-266 S-264 P-255 S-268 P-253 S-262 P-251 S-258 S-270 S-274 S-280 S-282 S-288 S-290 S-294PR B-6.24 CURB & GUTTER PR B-6.24 CURB & GUTTER PR MSE RETAINING WALLPR TEMP EASEPR ROW PR TEMP EASE PR ROW PR TEMP EASE PR ROW PR TEMP EASE PR ROW PR MULTI-USE PATH  Copyright CMT,License No. 184-000613  Copyright CMT,License No. 184-000613 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: PROFILESURVEYEDPLOTTEDGRADES CHECKEDB.M. NOTEDSTRUCTURE NOTAT'NS CH'KDBYDATENOTE BOOKNO.SURVEYEDPLOTTEDBYDATENOTE BOOKNO.PLANALIGNMENT CHECKEDCADD FILE NAME =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED DATE DRAWN CHECKED SHEET OF SHEETS STA. TO STA. - - - - - - - - DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS F.A. RT. OF WAY CHECKED 544+00 544+50 545+00 545+50 546+00 546+50 547+00 547+50 548+00 548+50 549+00 549+50 550+00 630 595 600 605 610 615 620 625 630 595 600 605 610 615 620 625 630 595 600 605 610 615 620 625 630 595 600 605 610 615 620 625 544+00 544+50 545+00 545+50 546+00 546+50 547+00 547+50 548+00 548+50 549+00 549+50 550+00 608.30610.90611.35610.46613.49610.64607.94615.86613.33609.37609.32614.13614.81608.30610.90611.35610.46613.49610.64607.94615.86613.33609.37609.32614.13614.81MODEL NAME = FILE NAME = WILL06-00040-00-FP U. 12/01/2020 0380 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Drainage_Prf.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..40.0000 ' / in.Alec Serysht-drainage-profile-08.dgn Default 8 $DRA16$ 1"=20'544+00 550+00 CPD JJM CPD 3/18/2021 (7:04:01 PM)24 143RD STREET DRAINAGE PROFILES 143RD STREET RIGHT 143RD STREET LEFT PR PGL EX PGL 159.00' V.C. K = 150 +94.94 EL. 615.95+53.94 EL. 616.00VPI STA. 544+48.02ELEVATION 614.01-0.75%+0.56% 196.50' V.C. K = 150 VPI STA. 548+74.44ELEVATION 616.40+0.56%-0.50%+46.27 EL. 614.56614.45614.33614.37614.58614.86615.14615.42615.70615.98616.16616.17616.02615.77614.45614.33614.37614.58614.86615.14615.42615.70615.98616.16616.17616.02615.77PR PGL EX PGL S-264 S-272 S-278 S-286 S-292 159.00' V.C. K = 150 +94.94 EL. 615.95+53.94 EL. 616.00VPI STA. 544+48.02ELEVATION 614.01-0.75%+0.56% 196.50' V.C. K = 150 VPI STA. 548+74.44ELEVATION 616.40+0.56%-0.50%+46.27 EL. 614.56INV = 607.57 (W) INV = 607.67 (E) INV = 609.43 (S) INV = 609.26 (N) INV = 607.78 (W) INV = 607.88 (E) INV = 608.00 (W) INV = 608.10 (E) INV = 608.25 (W) INV = 608.35 (E)INV = 608.68 (W) INV = 608.78 (E) INV = 611.89 (S) INV = 610.73 (N) P-279255 LF 30" RCP, TY 2, CL A @ 0.13% 90 LF 30" RCP, TY 2, CL A @ 0.13% P-265 78 LF 30" RCP, TY 2, CL A @ 0.14% P-259 TY 2, CL A @ 0.11% 112 LF 36" RCP, P-247 INV = 611.00 (N,S) INV = 610.15 (N,S) 110 LF 30" RCP, TY 2, CL A @ 0.14%P-271 INV = 609.65 (N,S) WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT 310 TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - 0 20 SCALE IN FEET 40 60 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Drainage.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..40.0000 ' / in.Alec Serysht-drainage-plan-09.dgn Default 9 $DRA17$ 1"=20'550+00 556+00 CPD JJM CPD 3/18/2021 (7:04:03 PM)24 143RD STREET MATCHLINE STA. 556+00.00MATCHLINE STA. 550+00.00PROPOSED DRAINAGE PLAN 550+00 551 552 553 554 555+00 556 COMED TRANSMISSION CORRIOR FLETCHER LAKE BASS & GILL CLUB EX PL EX PL EX PLEX PL 143RD STREET P-285 P-293 S-300 P-291 P-287 S-306 P-297 P-295 P-299 S-318 S-316 P-307 P-303 S-312 S-326 P-317 P-313 P-319 S-332 P-325 P-323 P-321 S-338 P-331 P-329 P-327 PR TOE OF SLOPE PR LAKE EDGE P-311 PR â„„ 143RD S P-301 S-314 24"30"12"12"12"12"12"12"12"12"12"12" 12"12"12"12"12"24"18"18"15"15" P-305 P-289 S-298 P-315 S-324 12"12"P-309 S-296 S-302 S-308 S-304 S-320 S-310 S-322 S-328 S-334 S-330 S-336 S-340 CURB & GUTTER PR B-6.24 PR MSE RETAINING WALL PR B-6.24 CURB & GUTTER PR MULTI-USE PATH PR ROW PR TEMP EASE PR TEMP EASE PR ROW PR ROW PR TEMP EASE PR ROW  Copyright CMT,License No. 184-000613  Copyright CMT,License No. 184-000613 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: PROFILESURVEYEDPLOTTEDGRADES CHECKEDB.M. NOTEDSTRUCTURE NOTAT'NS CH'KDBYDATENOTE BOOKNO.SURVEYEDPLOTTEDBYDATENOTE BOOKNO.PLANALIGNMENT CHECKEDCADD FILE NAME =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED DATE DRAWN CHECKED SHEET OF SHEETS STA. TO STA. - - - - - - - - DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS F.A. RT. OF WAY CHECKED 550+00 550+50 551+00 551+50 552+00 552+50 553+00 553+50 554+00 554+50 555+00 555+50 556+00 630 595 600 605 610 615 620 625 630 595 600 605 610 615 620 625 630 595 600 605 610 615 620 625 630 595 600 605 610 615 620 625 550+00 550+50 551+00 551+50 552+00 552+50 553+00 553+50 554+00 554+50 555+00 555+50 556+00 604.25604.28602.66603.71603.53604.13602.50602.49602.30603.20604.23603.49608.30604.25604.28602.66603.71603.53604.13602.50602.49602.30603.20604.23603.49608.30MODEL NAME = FILE NAME = WILL06-00040-00-FP U. 12/01/2020 0380 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Drainage_Prf.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..40.0000 ' / in.Alec Serysht-drainage-profile-09.dgn Default 9 $DRA18$ 1"=20'550+00 556+00 CPD JJM CPD 3/18/2021 (7:04:04 PM)24 143RD STREET DRAINAGE PROFILES 143RD STREET LEFT 143RD STREET RIGHT EX PGL PR PGL S-300 S-316 S-326 S-332 S-338 VPI STA. 552+50.00ELEVATION 614.52-0.50%+0.50% 150.00' V.C. K = 150 +75.00 EL. 614.89+25.00 EL. 614.89INV = 608.92 (W) INV = 609.02 (E) INV = 609.15 (W) INV = 609.25 (E) INV = 610.50 (S) INV = 610.36 (N) INV = 609.38 (W) INV = 609.48 (E) 110 LF 15" RCP, TY 2, CL A @ 0.44% P-331 90 LF 15" RCP, TY 2, CL A @ 0.43% P-325P-319 85 LF 18" RCP, TY 2, CL A @ 0.40% P-311 75 LF 24" RCP, TY 2, CL A @ 0.17% P-299 INV = 611.05 (N,S) INV = 610.77 (W) INV = 610.87 (E) INV = 610.60 (N,S)INV = 610.11 (N,S) INV = 610.28 (W) INV = 610.38 (E) INV = 609.84 (W) INV = 609.94 (E) INV = 609.68 (N,S) TY 2, CL A @ 0.17% 75 LF 24" RCP,P-293P-285105 LF 30" RCP, TY 2, CL A @ 0.13% INV = 610.00 (N,S) S-306 100 LF 18" RCP, TY 2, CL A @ 0.36%615.77615.52615.27615.02614.79614.71614.79615.02615.27615.52615.77616.02616.27615.77615.52615.27615.02614.79614.71614.79615.02615.27615.52615.77616.02616.27EX PGL PR PGL VPI STA. 552+50.00ELEVATION 614.52-0.50%+0.50% 150.00' V.C. K = 150 +75.00 EL. 614.89+25.00 EL. 614.89 WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT 310 TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - 12" 18" 12"8" 0 20 SCALE IN FEET 40 60 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Drainage.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..40.0000 ' / in.Alec Serysht-drainage-plan-10.dgn Default $DRA19$ 1"=20'556+00 561+00 CPD JJM CPD 3/18/2021 (7:04:05 PM)24 143RD STREET 10 MATCHLINE STA. 561+00.00MATCHLINE STA. 556+00.00PROPOSED DRAINAGE PLAN 556 557 558 559 560+00 561 COMED TRANSMISSION CORRIOR FLETCHER LAKE BASS & GILL CLUB EX PL EX PL EX PLEX PL 143RD STREET TOWER TRANSMISSION EX COMED P-331 P-335 S-344 P-333 P-337 PR â„„ 143RD S P-341 S-356 P-343 P-345 P-347 P-349 S-362 P-351 S-350 P-339 PR LAKE EDGE 12"12"12"12"12"12"12"12"15"15" S-342 S-346 S-348 S-352 S-358 S-354 S-360 S-364 PR B-6.24 CURB & GUTTER PR MSE RETAINING WALL PR B-6.24 CURB & GUTTER PR MULTI-USE PATH PR TEMP EASEPR TEMP EASE PR ROW PR ROW PR TEMP EASE PR ROW PR TEMP EASE PR ROW 15"  Copyright CMT,License No. 184-000613  Copyright CMT,License No. 184-000613 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: PROFILESURVEYEDPLOTTEDGRADES CHECKEDB.M. NOTEDSTRUCTURE NOTAT'NS CH'KDBYDATENOTE BOOKNO.SURVEYEDPLOTTEDBYDATENOTE BOOKNO.PLANALIGNMENT CHECKEDCADD FILE NAME =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED DATE DRAWN CHECKED SHEET OF SHEETS STA. TO STA. - - - - - - - - DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS F.A. RT. OF WAY CHECKED 556+00 556+50 557+00 557+50 558+00 558+50 559+00 559+50 560+00 560+50 561+00 630 595 600 605 610 615 620 625 630 595 600 605 610 615 620 625 630 595 600 605 610 615 620 625 630 595 600 605 610 615 620 625 556+00 556+50 557+00 557+50 558+00 558+50 559+00 559+50 560+00 560+50 561+00 602.65606.06604.23605.05604.91605.87607.04604.39603.44603.32604.25602.65606.06604.23605.05604.91605.87607.04604.39603.44603.32604.25MODEL NAME = FILE NAME = WILL06-00040-00-FP U. 12/01/2020 0380 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Drainage_Prf.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..40.0000 ' / in.Alec Serysht-drainage-profile-10.dgn Default $DRA20$ 1"=20'556+00 561+00 CPD JJM CPD 3/18/2021 (7:04:06 PM)24 143RD STREET DRAINAGE PROFILES 10 143RD STREET LEFT 143RD STREET RIGHT EX PGL PR PGL VPI STA. 557+67.22ELEVATION 617.11+0.50%-0.41% 136.50' V.C. K = 150+98.97 EL. 616.76+35.47 EL. 616.83616.27616.52616.77616.93616.93616.77616.56616.36616.15615.95615.74616.27616.52616.77616.93616.93616.77616.56616.36616.15615.95615.74EX PGL PR PGL S-344 S-350 S-356 S-362VPI STA. 557+67.22ELEVATION 617.11+0.50%-0.41% 136.50' V.C. K = 150+98.97 EL. 616.76+35.47 EL. 616.83INV = 611.66 (E) INV = 611.76 (N,S) @ 0.44% TY 2, CL A 110 LF 15" RCP, P-331 INV = 611.61 (N,S) INV = 611.35 (W) 100 LF 15" RCP, TY 2, CL A @ 0.64% P-341 P-347 100 LF 15" RCP, TY 2, CL A @ 0.64% INV = 610.86 (N,S) INV = 610.28 (W) INV = 610.18 (E) INV = 611.27 (N,S) INV = 611.02 (W) INV = 610.92 (E) WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT 310 TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - 6" 8" 6"6" 6" 8" 14" 18" 10" 6",2-8" 3-8" 0 20 SCALE IN FEET 40 60 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Drainage.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..40.0000 ' / in.Alec Serysht-drainage-plan-11.dgn Default $DRA21$ 1"=20'561+00 566+00 CPD JJM CPD 3/18/2021 (7:04:07 PM)24 143RD STREET 11 MATCHLINE STA. 566+00.00MATCHLINE STA. 561+00.00PROPOSED DRAINAGE PLAN 561 562 563 564 565+00 566 PR â„„ 143RD S COMED TRANSMISSION CORRIOR FLETCHER LAKE BASS & GILL CLUB EX PL EX PLEX PL 143RD STREET P-349 S-362 P-351 S-396 S-392 S-394 P-383 P-385 P-381P-377 S-386 P-373P-367 S-380P-365 P-371 P-355 S-368 P-357 S-374 P-363 P-361 P-369 P-353 P-359 P-375 P-387 TOWER TRANSMISSION EX COMED PR LAKE EDGE 12"12"12"12"12"12"12"12"12"12"12"12"21"24"30"12"12"18" 18" 21" P-379 S-360 S-364 S-370 S-366 S-372 S-376 S-382 S-378 S-384 S-388 S-398 S-390 CURB & GUTTER PR B-6.24 PR MSE RETAINING WALL CURB & GUTTER PR B-6.24 PR MULTI-USE PATH PR TEMP EASE PR ROW PR TEMP EASE PR ROW PR ROW PR TEMP EASE PR ROW PR TEMP EASE  Copyright CMT,License No. 184-000613  Copyright CMT,License No. 184-000613 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: PROFILESURVEYEDPLOTTEDGRADES CHECKEDB.M. NOTEDSTRUCTURE NOTAT'NS CH'KDBYDATENOTE BOOKNO.SURVEYEDPLOTTEDBYDATENOTE BOOKNO.PLANALIGNMENT CHECKEDCADD FILE NAME =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED DATE DRAWN CHECKED SHEET OF SHEETS STA. TO STA. - - - - - - - - DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS F.A. RT. OF WAY CHECKED 561+00 561+50 562+00 562+50 563+00 563+50 564+00 564+50 565+00 565+50 566+00 630 595 600 605 610 615 620 625 630 595 600 605 610 615 620 625 630 595 600 605 610 615 620 625 630 595 600 605 610 615 620 625 561+00 561+50 562+00 562+50 563+00 563+50 564+00 564+50 565+00 565+50 566+00 614.57615.42609.32601.52602.10602.77601.58601.85601.39602.68602.65614.57615.42609.32601.52602.10602.77601.58601.85601.39602.68602.65MODEL NAME = FILE NAME = WILL06-00040-00-FP U. 12/01/2020 0380 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Drainage_Prf.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..40.0000 ' / in.Alec Serysht-drainage-profile-11.dgn Default $DRA22$ 1"=20'561+00 566+00 CPD JJM CPD 3/18/2021 (7:04:08 PM)24 143RD STREET DRAINAGE PROFILES 11 143RD STREET LEFT 143RD STREET RIGHT EX PGL PR PGL S-362 S-368 S-374 +33.78 EL. 613.96216.00' V.C. K = 100 P-353 100 LF 18" RCP, TY 2, CL A @ 0.51% P-359 P-365 90 LF 21" RCP, TY 2, CL A @ 0.41% INV = 609.07 (W) INV = 608.97 (E) INV = 610.09 (N,S)INV = 610.49 (N,S) INV = 609.67 (W) INV = 609.57 (E) INV = 610.86 (N,S) INV = 610.28 (W) INV = 610.18 (E)TY 2, CL A @ 0.50% 100 LF 18" RCP,615.74615.54615.33615.13614.92614.72614.51614.31614.10613.91613.91615.74615.54615.33615.13614.92614.72614.51614.31614.10613.91613.91EX PGL PR PGL S-380 S-386 S-394+33.78 EL. 613.96216.00' V.C. K = 100 INV = 607.95 (W) INV = 608.05 (E) INV = 607.70 (W) INV = 607.36 (E) P-365 90 LF 21" RCP, TY 2, CL A @ 0.41% P-371 110 LF 21" RCP, TY 2, CL A @ 0.41% P-377 75 LF 24" RCP, TY 1, CL A @ 0.33%P-387 @ 0.25% TY 2, CL A RCP, 136 LF 30" INV = 608.89 (N,S)INV = 609.20 (N,S) INV = 608.60 (W) INV = 608.50 (E) INV = 609.70 (N,S) WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT 310 TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - 6" 6" 8" 6" 8"6" 8" 8" 8" 6"8", 2-10" 2-8" 6",8",3-12" 12",10",6" 12",10",2-6"18" 6"6"6" 8" 6" 6" 6" 8" 8" 8" 28" 12" 2-8" 12" 18" 12"12" 10"14" 12" 12" 10" 12" 12"10" 6" 6" 10",2-8" 0 20 SCALE IN FEET 40 60 MATCHLINE STA. 572+00.00MATCHLI NE STA. 566+00.00 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Drainage.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..40.0000 ' / in.Alec Serysht-drainage-plan-12.dgn Default $DRA23$ 1"=20'566+00 572+00 CPD JJM CPD 3/18/2021 (7:04:10 PM)24 143RD STREET 12MAT C HLI NE ST A. 36+00.00 MAT C HLI NE ST A. 38 +75.00 PROPOSED DRAINAGE PLAN 1 0 " 15" 3T6N E9R 36 37 3 8 566 567 568 569 570+00 571 572 PR â„„ 143RD S 143RD STREET ILL INO IS ROUTE 126EX ROW ILLINOIS ROUTE 126 STA. 37+47.2 143RD STREET STA. 569+25.74 AND LAKE EXPANSION FLETCHER LAKE COMPENSATION STORAGE EX WELL EX 143RD STREET EX ROW P-387 S-402 P-389 P-391 P-393 E X ROW EX ROW P-395 S-408 P-397 S-410 P-399 P-401 S-412 P-403 S-420 P-409 P-405 P-411 S-422 EX â„„ ILLINOIS ROUT P-413 S-424 S-428 P-419 S-432 P-421 S-43012"12"30" 30" 30 "12"30"30" 1 2 " 12"24"24"24"24" 24"12"P-41512 "INV = 605.48 INV = 605.60 TO BE REMOVED EX PIPE CULVERT S-404 S-400 S-414 S-406 S-418 COMPENSATORY STORAGE LILY CACHE 3.02 AC 1.29 AC STORAGE VOLUME PROVIDED: 0.39 AC-FT STORAGE VOLUME REQUIRED: 0.38 AC-FT EDGE PR LAKE PR INFILTRATION BASIN CURB & GUTTER PR B-6.24 CURB & GUTTER PR B-6.24 CURB & GUTTER PR B-6.24 CURB & GUTTER PR B-6.24 PR MSE RETAINING WALL PR MULTI-USE PATHPR TEMP EASEPR TEMP EASEPR ROW P R ROWPR TEMP EASE P-407 S-416 MULTI-USE PATH FUTURE 17 16  Copyright CMT,License No. 184-000613  Copyright CMT,License No. 184-000613 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: PROFILESURVEYEDPLOTTEDGRADES CHECKEDB.M. NOTEDSTRUCTURE NOTAT'NS CH'KDBYDATENOTE BOOKNO.SURVEYEDPLOTTEDBYDATENOTE BOOKNO.PLANALIGNMENT CHECKEDCADD FILE NAME =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED DATE DRAWN CHECKED SHEET OF SHEETS STA. TO STA. - - - - - - - - DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS F.A. RT. OF WAY CHECKED 630 595 600 605 610 615 620 625 630 595 600 605 610 615 620 625 566+00 566+50 567+00 567+50 568+00 568+50 569+00 569+50 570+00 570+50 571+00 571+50 572+00 566+00 566+50 567+00 567+50 568+00 568+50 569+00 569+50 570+00 570+50 571+00 571+50 572+00 630 595 600 605 610 615 620 625 630 595 600 605 610 615 620 625 618.11617.95618.62618.99618.39618.13617.70613.34614.36613.98616.47614.02614.57618.11617.95618.62618.99618.39618.13617.70613.34614.36613.98616.47614.02614.57MODEL NAME = FILE NAME = WILL06-00040-00-FP U. 12/01/2020 0380 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Drainage_Prf.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..40.0000 ' / in.Alec Serysht-drainage-profile-12.dgn Default $DRA24$ 1"=20'566+00 572+00 CPD JJM CPD 3/18/2021 (7:04:11 PM)24 143RD STREET DRAINAGE PROFILES 143RD STREET LEFT 143RD STREET RIGHT 12 PR PGL EX PGL S-402 S-410 S-416 S-420 S-412+91.49 EL. 617.89K = 50 226.35' V.C.ELEVATION 613.52-0.41%+1.75% 216.00' V.C. K = 100 +49.78 EL. 615.41566+41.78VPI STA.STA. 569+25.74℄ ILLINOIS ROUTVPI STA. 570+04.66ELEVATION 619.87+1.75%-2.78%+17.84 EL. 616.73255.70' V.C. K = 61 INV = 607.02 (W) INV = 606.92 (E) P-387TY 2, CL A @ 0.25% 136 LF 30" RCP, 214 LF 30" RCP, TY 2, CL A @ 0.26%P-399 @ 0.25% TY 2, CL A RCP, 20 LF 30" P-403 TY 2, CL A @ 0.26% 85 LF 30" RCP, 80 LF 30" RCP, TY 2, CL A @ 0.25% P-409P-393 INV = 609.75 (N,S) INFILTRATION BASIN LILY CACHE INV = 608.42 (S) INV = 608.74 (N) INV = 605.90 (W) INV = 605.80 (E) INV = 609.44 (S) INV = 606.22 (W) INV = 606.12 (E) INV = 609.76 (N) INV = 606.27 (W) INV = 606.37 (E)INV = 605.60 (W)613.91614.16614.66615.41616.29617.16618.03618.57618.61618.15617.19615.92615.00PR PGL EX PGL S-428 P-415 S-424+91.49 EL. 617.89K = 50 226.35' V.C.ELEVATION 613.52-0.41%+1.75% 216.00' V.C. K = 100 +49.78 EL. 615.41566+41.78VPI STA.STA. 569+25.74℄ ILLINOIS ROUTVPI STA. 570+04.66ELEVATION 619.87+1.75%-2.78%+17.84 EL. 616.73255.70' V.C. K = 61 INV = 607.06 (W) INV = 606.96 (E) P-413 74 LF 24" RCP, TY 2, CL A @ 0.41% INV = 607.46 (W) INV = 607.36 (E) S-422 INV = 606.06 (W) INV = 605.96 (N) 227 LF 24" RCP, TY 2, CL A @ 0.40% PR RT DITCH -2.78%617.07619.9114.49 %613.91614.16614.66615.41616.29617.16618.03618.57618.61618.15617.19615.92615.00 WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT 310 TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - 10" 0 20 SCALE IN FEET 40 60 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Drainage.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..40.0000 ' / in.Alec Serysht-drainage-plan-13.dgn Default $DRA25$ 1"=20'572+00 CPD JJM CPD 3/18/2021 (7:04:12 PM)24 143RD STREET 13 MATCHLINE STA. 572+00.00PROPOSED DRAINAGE PLAN 572 573 574 575+00 576 577 EX 143RD STREET MAIN LAKE BASS & GILL CLUB EX ROW EX ROW EX ¡ 143RD STREET EX ROW PR â„„ 143RD S EX ROW 143RD STREET S-438 12"12"INV = 605.58 P-425 P-423 S-434 143RD STREET DEER CREEK RECREATION CLUB, INC. STORAGE COMPENSATORY LILY CACHE S-436 0.25 AC 1.33 AC 0.21 AC STORAGE VOLUME PROVIDED: 0.39 AC-FT STORAGE VOLUME REQUIRED: 0.38 AC-FT PR INFILTRATION BASIN PR B-6.24 CURB & GUTTER PR B-6.24 CURB & GUTTER CURB & GUTTER PR B-6.24 PR RO WSTA. 575+36.13END PROJECT9 10 19  Copyright CMT,License No. 184-000613  Copyright CMT,License No. 184-000613 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: PROFILESURVEYEDPLOTTEDGRADES CHECKEDB.M. NOTEDSTRUCTURE NOTAT'NS CH'KDBYDATENOTE BOOKNO.SURVEYEDPLOTTEDBYDATENOTE BOOKNO.PLANALIGNMENT CHECKEDCADD FILE NAME =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED DATE DRAWN CHECKED SHEET OF SHEETS STA. TO STA. - - - - - - - - DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS F.A. RT. OF WAY CHECKED 572+00 572+50 573+00 573+50 574+00 574+50 575+00 575+50 576+00 576+50 577+00 577+50 630 595 600 605 610 615 620 625 630 595 600 605 610 615 620 625 630 595 600 605 610 615 620 625 630 595 600 605 610 615 620 625 572+00 572+50 573+00 573+50 574+00 574+50 575+00 575+50 576+00 576+50 577+00 577+50 617.12617.26617.39617.42617.32616.00615.03614.03612.23613.40618.11616.77617.12617.26617.39617.42617.32616.00615.03614.03612.23613.40618.11616.77MODEL NAME = FILE NAME = WILL06-00040-00-FP U. 12/01/2020 0380 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Drainage_Prf.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..40.0000 ' / in.Alec Serysht-drainage-profile-13.dgn Default $DRA26$ 1"=20'572+00 578+00 CPD JJM CPD 3/18/2021 (7:04:13 PM)24 143RD STREET DRAINAGE PROFILES 13 143RD STREET LEFT 143RD STREET RIGHT PR PGLEX PGL EX PGL S-436 S-438 P-423 @ 0.66% TY 2, CL A 43 LF 12" RCP,VPI STA. 572+45.69ELEVATION 613.18+1.41%-2.78% 255.70' V.C. K = 61 VPI STA. 575+18.42ELEVATION 617.04+1.41%+0.27% 56.50' V.C. K = 50 SSD = 975'617.10+73.54 EL. 614.99+90.17 EL. 616.64+46.67 EL. 617.11INV = 605.58 (E)INV = 606.87 (W) INV = 609.40 (S) P-425 TY 2, CL A @ 2.30% 56 LF 12" RCP, INFILTRATION BASIN LILY CACHE PR LT DITCH614.67612.16-2.50%615.00614.49614.39614.70615.36616.07PR PGLEX PGL EX PGL S-434 P-423 @ 0.66% TY 2, CL A 43 LF 12" RCP,VPI STA. 572+45.69ELEVATION 613.18+1.41%-2.78% 255.70' V.C. K = 61 VPI STA. 575+18.42ELEVATION 617.04+1.41%+0.27% 56.50' V.C. K = 50 SSD = 975'617.10+73.54 EL. 614.99+90.17 EL. 616.64+46.67 EL. 617.11INV = 609.68 (N)615.00614.49614.39614.70615.36616.07PR RT DITCH 613.14-2.78% WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT 310 TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - 0 20 SCALE IN FEET 40 60 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Drainage.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..40.0000 ' / in.Alec Serysht-drainage-plan-14.dgn Default $DRA27$ 1"=20'3398+50 CPD JJM CPD 3/18/2021 (7:04:14 PM)2414 ILLINOIS ROUTE 59 MATCHLINE STA. 3398+50.00PROPOSED DRAINAGE PLAN 36"36"21"21"21" 15" 15" 30" 30" 8" 10"10"10" 3393 3394 3395+00 3396 3397 3398 ILLINOIS ROUTE 59 / US ROUTE 30 EX STR NO. 099-4638 EX ROW EX ROW CHURCH CROSSWINDS EX â„„ ILLINOIS ROU P R R OWEX ROW EX ROW EX ROW EX ROW S-440 P-427 S-442 S-444 P-429 P-431 P-433 S-448 P-153 36" 36"36"36"36" EX COMED TRANSMISSION TOWER EX STORM SEWER REMOVE AND REPLACE AND FILLED TO BE ABANDONED EX STORM SEWER AND FILLED TO BE ABANDONED EX STORM SEWER S-446 TO BE REMOVED STORM SEWER EX INLET AND INV = 601.50 PR B-6.24 CURB & GUTTER PR B-6.24 CURB & GUTTER 30" EX FES TO BE REMOVED S-244 EX STORM SEWER & FES REMOVE AND REPLACE P-235 4.72 AC 4.87 ACWE S T NOR MAN D RAI NPR ROW PR TEMP EASE TO BE REMOVED STORM SEWER EX INLET AND TO BE REMOVED EX INLETS STA. 3392+93.80BEGIN IMPROVEMENTS4 3  Copyright CMT,License No. 184-000613  Copyright CMT,License No. 184-000613 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: PROFILESURVEYEDPLOTTEDGRADES CHECKEDB.M. NOTEDSTRUCTURE NOTAT'NS CH'KDBYDATENOTE BOOKNO.SURVEYEDPLOTTEDBYDATENOTE BOOKNO.PLANALIGNMENT CHECKEDCADD FILE NAME =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED DATE DRAWN CHECKED SHEET OF SHEETS STA. TO STA. - - - - - - - - DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS F.A. RT. OF WAY CHECKED610 615 620 625 605 600 595 590 610 615 620 625 605 600 595 590 610 615 620 625 605 600 595 590 610 615 620 625 605 600 595 590 3394+50 3395+00 3395+50 3396+00 3396+50 3397+00 3397+50 3398+00 3398+503394+003393+503393+003392+50 3394+50 3395+00 3395+50 3396+00 3396+50 3397+00 3397+50 3398+00 3398+503394+003393+503393+003392+50 611.68611.48611.27611.07610.86610.66610.45610.25610.11611.68611.48611.27611.07610.86610.66610.45610.25610.11MODEL NAME = FILE NAME = WILL06-00040-00-FP U. 12/01/2020 0380 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Drainage_Prf.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..40.0000 ' / in.Alec Serysht-drainage-profile-14.dgn Default $DRA28$ 1"=20'3398+50 CPD JJM CPD 3/18/2021 (7:04:15 PM)24 DRAINAGE PROFILES ILLINOIS ROUTE 59 ILLINOIS ROUTE 59 RIGHT ILLINOIS ROUTE 59 LEFT 14 150.00' V.C. K = 137 611.85+06.20 EL. 610.22-0.41% 21" RCP @ 0.45% EX INV = 605.80 (E) EX INV = 602.88 (N,W) EX INV = 603.59 (S)INV = 603.50 S-244 P-235 TY 1, CL A @ 0.42% 88 LF 30" RCP, 150.00' V.C. K = 137 611.85+06.20 EL. 610.22-0.41% S-448S-446S-444S-442 S-440 P-427 P-429 P-431 P-433 P-153 @ 0.26% TY 2, CL A 39 LF 36" RCP, TY 2, CL A @ 0.26% 50 LF 36" RCP, TY 2, CL A @ 0.27% 60 LF 36" RCP, TY 2, CL A @ 0.27% 63 LF 36" RCP, @ 0.26% TY 2, CL A 41 LF 36" RCP, INV = 601.50 (N) INV = 601.60 (S) INV = 601.70 (N) INV = 601.87 (S) INV = 601.97 (N) INV = 602.13 (S) INV = 602.23 (N) INV = 602.36 (S) INV = 602.46 (N) WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT 310 TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - 0 20 SCALE IN FEET 40 60 MATCHLINE STA. 3400+75.00MATCHLINE STA. 3404+50.00 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Drainage.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..40.0000 ' / in.Alec Serysht-drainage-plan-15.dgn Default $DRA29$ 1"=20' CPD JJM CPD 3/18/2021 (7:04:17 PM)2415 ILLINOIS ROUTE 59 3400+75 3404+50 PROPOSED DRAINAGE PLAN 12"12" 27" 21" 12" 8" 10" 10" 12"12"12"12"12"12"12"12" 12" 12" 3401 3402 3403 3404 301 302EX ROW ILLINOIS ROUTE 59 VINTAGE TECH RECYCLERS, INC. #14104 GREEN-T. #14104 (CUBESMART) U-STORE-IT, L.P. #14203 EX ROW EX ROW EX ROW EX â„„ ILLINOIS ROU P-147 P-139 P-443 S-466 S-460 30"30"30"30"30"12"12"12"12"12"12"12"30" 30"24"30" EX STORM SEWER REMOVE AND REPLACE EX STORM SEWER REMOVE AND REPALCE S-458 EX INLET TO BE REMOVED BE REMOVED EX INLET TO BE REMOVED EX INLET TO EX INLET TO BE REMOVED S-456 P-437 S-452 P-435 S-450 S-454 P-439 P-441 S-462 P-445 S-464 P-447 S-468 P-451 P-449 S-470 P-453 S-472 P-455 S-476 P-457 S-474 P-459 S-480 P-461 S-478 PR ℆ DUPAGE RIVER COMPENSATORY ST FARM FIELD (CHICAGO BRIDGE & IRON) PR B-6.24 CURB & GUTTER PR B-6.24 CURB & GUTTER PR TEMP EASEPR TEMP EASEPR TEMP EASEPR TEMP EASE TO BE REMOVED CULVERTS EX PIPE TO BE REMOVED CULVERTS EX PIPE  Copyright CMT,License No. 184-000613  Copyright CMT,License No. 184-000613 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: PROFILESURVEYEDPLOTTEDGRADES CHECKEDB.M. NOTEDSTRUCTURE NOTAT'NS CH'KDBYDATENOTE BOOKNO.SURVEYEDPLOTTEDBYDATENOTE BOOKNO.PLANALIGNMENT CHECKEDCADD FILE NAME =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED DATE DRAWN CHECKED SHEET OF SHEETS STA. TO STA. - - - - - - - - DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS F.A. RT. OF WAY CHECKED 600 610 605 595 615 620 625 630 600 610 605 595 615 620 625 630 600 610 605 595 615 620 625 630 600 610 605 595 615 620 625 630 3398+50 3399+00 3399+50 3400+00 3400+50 3401+00 3401+50 3402+00 3402+50 3403+00 3403+50 3404+00 3404+50 3398+50 3399+00 3399+50 3400+00 3400+50 3401+00 3401+50 3402+00 3402+50 3403+00 3403+50 3404+00 3404+50 610.11610.16610.38610.72611.06611.41611.75612.09612.43612.77613.11613.45613.79610.11610.16610.38610.72611.06611.41611.75612.09612.43612.77613.11613.45613.79MODEL NAME = FILE NAME = WILL06-00040-00-FP U. 12/01/2020 0380 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Drainage_Prf.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..40.0000 ' / in.Alec Serysht-drainage-profile-15.dgn Default $DRA30$ 1"=20'3398+50 3404+50 CPD JJM CPD 3/18/2021 (7:04:17 PM)24 DRAINAGE PROFILES ILLINOIS ROUTE 59 ILLINOIS ROUTE 59 RIGHT ILLINOIS ROUTE 59 LEFT 15 S-152 S-452 S-456 S-464 S-468 S-472 S-476 S-480 P-139 P-437 P-441 P-447 P-451 P-455 P-459 TY 2, CL A @ 0.42% 60 LF 30" RCP, TY 2, CL A @ 0.42% 60 LF 30" RCP, TY 2, CL A @ 0.42% 60 LF 30" RCP, TY 1, CL A @ 0.42% 60 LF 30" RCP, TY 1, CL A @ 0.42% 60 LF 30" RCP, TY 1, CL A @ 0.42% 60 LF 30" RCP,ELEVATION 609.91VPI STA. 3398+81.20+0.68%-0.41% 150.00' V.C. K = 137 +56.20 EL. 610.43+0.68%PR â„„ 143RD SSTA. 3399+61.12INV = 604.74 (S) INV = 604.84 (N) @ 0.42% TY 2, CL A 31 LF 30" RCP, INV = 604.97 (S) INV = 605.07 (N) INV = 606.36 (W) INV = 605.32 (S) INV = 605.42 (N) INV = 606.82 (W) INV = 605.67 (S) INV = 605.77 (N) INV = 606.02 (S) INV = 606.12 (N) INV = 606.37 (S) INV = 606.47 (N) INV = 606.72 (S) INV = 606.82 (N) INV = 607.16 (W)INV = 607.62 (W)INV = 608.05 (W) INV = 608.44 (W) INV = 609.86 (W) INV = 607.07 (S) INV = 607.17 (N)P-235 @ 0.42% TY 1, CL A 88 LF 36" RCP, S-158 INV = 603.87 (S) INV = 603.97 (N) P-137 INV = 605.50 (E,W) 180 LF 30" RCP, TY 1, CL A @ 0.43% 27" RCP @ 0.58%ELEVATION 609.91VPI STA. 3398+81.20+0.68%-0.41% 150.00' V.C. K = 137 +56.20 EL. 610.43+0.68%PR â„„ 143RD SSTA. 3399+61.12@ 0.85% 27" RCP S-162S-164 S-166 S-458 P-149 P-147 P-151P-153 120 LF 30" RCP, TY 1, CL A @ 0.67% 81 LF 30" RCP, TY 1, CL A @ 0.84% INV = 604.90 (S) INV = 605.00 (N) INV = 606.30 (E) INV = 605.80 (S) INV = 603.52 (E) INV = 602.92 (S) INV = 604.22 (N)@ 0.26% TY 2, CL A 41 LF 36" RCP, INV = 602.57 (S) INV = 602.67 (N) TY 2, CL A @ 0.27% 94 LF 36" RCP, EX INV = 606.98 (N,S) EX INV = 606.80 WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT 310 TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - 0 20 SCALE IN FEET 40 60 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Drainage.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..40.0000 ' / in.Alec Serysht-drainage-plan-16.dgn Default $DRA31$ 1"=20' CPD JJM CPD 3/18/2021 (7:04:19 PM)2416 ILLINOIS ROUTE 59 3404+50 MATCHLINE STA. 3404+50.00PROPOSED DRAINAGE PLAN 12" 27" 21"12"12"27" 12" 8"8"8"21"12"12"12"12"18"12" 3405+00 3406 3407 3408 3409 3410+00 EX ROW ILLINOIS ROUTE 59 VINTAGE TECH RECYCLERS, INC. #14104 CHICAGO BRIDGE & IRON #14105 EX ROW EX ROW EX ROW EX â„„ ILLINOIS ROU 30"15"12"30" 30"12"EX STORM SEWER REMOVE AND REPLACE 12"EX INLET TO BE REMOVED S-478 P-461 S-480 P-463 S-482 P-465 S-484 P-467 S-488 P-471 S-486 P-469 S-490 P-521 S-562 CURB & GUTTER PR B-6.24 STA. 3406+90.16END IMPROVEMENTS Copyright CMT,License No. 184-000613  Copyright CMT,License No. 184-000613 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: PROFILESURVEYEDPLOTTEDGRADES CHECKEDB.M. NOTEDSTRUCTURE NOTAT'NS CH'KDBYDATENOTE BOOKNO.SURVEYEDPLOTTEDBYDATENOTE BOOKNO.PLANALIGNMENT CHECKEDCADD FILE NAME =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED DATE DRAWN CHECKED SHEET OF SHEETS STA. TO STA. - - - - - - - - DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS F.A. RT. OF WAY CHECKED600 610 595 605 615 620 625 630 600 610 595 605 615 620 625 630 600 610 595 605 615 620 625 630 600 610 595 605 615 620 625 630 3404+50 3405+00 3405+50 3406+00 3406+50 3407+00 3407+50 3408+00 3408+50 3409+00 3409+50 3410+00 3410+50 3404+50 3405+00 3405+50 3406+00 3406+50 3407+00 3407+50 3408+00 3408+50 3409+00 3409+50 3410+00 3410+50 613.79614.13614.47614.81615.15615.49615.83616.18613.79614.13614.47614.81615.15615.49615.83616.18MODEL NAME = FILE NAME = WILL06-00040-00-FP U. 12/01/2020 0380 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Drainage_Prf.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..40.0000 ' / in.Alec Serysht-drainage-profile-16.dgn Default $DRA32$ 1"=20'3404+50 CPD JJM CPD 3/18/2021 (7:04:20 PM)24 DRAINAGE PROFILES ILLINOIS ROUTE 59 ILLINOIS ROUTE 59 RIGHT ILLINOIS ROUTE 59 LEFT 16 S-484 S-488 21" RCP @ 0.50% P-463 P-467 P-471 S-480 98 LF 30" RCP, TY 2, CL A @ 0.42% TY 2, CL A @ 0.43% 75 LF 30" RCP,616.39+0.68% INV = 607.07 (S) INV = 607.17 (N) INV = 608.86 (W) @ 0.49% TY 2, CL A 47 LF 30" RCP, INV = 608.00 (S) INV = 608.10 (N)INV = 607.49 (S) INV = 607.59 (N) INV = 609.40 (W) S-490 EX INV = 608.39 (N) INV = 609.60 (E,W) INV = 608.33 (S)613.82612.91612.97PR LT DITCH -0.51%0.30% 27" RCP @ 0.58%616.39+0.68% EX INV = 609.66 (N,S) EX INV = 609.87 (E) EX INV = 608.77 (N,S) WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT 310 TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - JJ 0 20 SCALE IN FEET 40 60 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Drainage.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..40.0000 ' / in.Alec Serysht-drainage-plan-17.dgn Default $DRA33$ 1"=20'715+50 CPD JJM CPD 3/18/2021 (7:04:21 PM)2417 NAPERVILLE ROAD MATCHLINE STA. 715+50.00PROPOSED DRAINAGE PLAN 2"2" 4" 24" 12" 12"10" 12"12"12" 1 0 " 8"8" 710+00 711 712 713 714 715+00 #14319 #14314 #14306 #14320 #14310 #143002 ST MARY IMMACULATE CEMETARY #14176 #14325 EX â„„ NAPERVILLE EX ROW EX ROW EX ROW EX ROW P-473 S-492 S-494 PR B-6.24 CURB & GUTTERPR B-6.24 CURB & GUTTER PR B-6.24 CURB & GUTTER CURB & GUTTER PR B-6.24 ME L OD Y L A N E NAPERVILLE ROAD INV = 611.04 INV = 610.74 12"0.15 AC 0.17 AC EX PIPE CULVERT TO BE REMOVEDREMOVED AND REPLACED EX PIPE CULVERT TO BE PR TEMP EASE STA. 712+60.06BEGIN IMPROVEMENTS5 6  Copyright CMT,License No. 184-000613  Copyright CMT,License No. 184-000613 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: PROFILESURVEYEDPLOTTEDGRADES CHECKEDB.M. NOTEDSTRUCTURE NOTAT'NS CH'KDBYDATENOTE BOOKNO.SURVEYEDPLOTTEDBYDATENOTE BOOKNO.PLANALIGNMENT CHECKEDCADD FILE NAME =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED DATE DRAWN CHECKED SHEET OF SHEETS STA. TO STA. - - - - - - - - DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS F.A. RT. OF WAY CHECKED 625 630 595 600 605 610 615 620 595 600 605 610 615 620 710+00 710+50 711+00 711+50 712+00 712+50 713+00 713+50 714+00 714+50 715+00 715+50711+50 712+00 712+50 713+00 713+50 714+00 714+50 715+00 715+50 625 630 595 600 605 610 615 620 595 600 605 610 615 620 625 630 595 600 605 610 615 620 595 600 605 610 615 620 625 630 595 600 605 610 615 620 595 600 605 610 615 620 710+00 710+50 711+00 711+50 712+00 712+50 713+00 713+50 714+00 714+50 715+00 715+50711+50 712+00 712+50 713+00 713+50 714+00 714+50 715+00 715+50 611.70611.87612.08612.30612.53612.69612.91613.13613.39613.58613.79614.01611.70611.87612.08612.30612.53612.69612.91613.13613.39613.58613.79614.01MODEL NAME = FILE NAME = WILL06-00040-00-FP U. 12/01/2020 0380 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Drainage_Prf.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..40.0000 ' / in.Alec Serysht-drainage-profile-17.dgn Default $DRA34$ 1"=20'715+50 CPD JJM CPD 3/18/2021 (7:04:22 PM)24 DRAINAGE PROFILES 17 NAPERVILLE ROAD NAPERVILLE ROAD LEFT NAPERVILLE ROAD RIGHT S-492 S-494 P-473 TY 1, CL A @ 0.65% 46 LF 12" RCP, +0.45%VPI STA. 715+24.02ELEVATION 613.92+0.45%-0.35% 127.99' V.C. K = 160+60.02 EL. 613.63INV = 610.74 (N)INV = 611.04 (S)VPI STA. 711+80.02ELEVATION 612.44+0.45%+0.39%VPI STA. 712+27.03ELEVATION 612.62+0.39%+0.35%VPI STA. 712+60.06ELEVATION 612.73+0.45%VPI STA. 715+24.02ELEVATION 613.92+0.45%-0.35% 127.99' V.C. K = 160+60.02 EL. 613.63 NOGAP 5 20 550 71000.002794 EXCL_NAP DES 612.91613.14613.36613.59613.76613.79 NOGAP 5 20 550 71000.002794 EXCL_NAP DES 612.91613.14613.36613.59613.76613.79VPI STA. 711+80.02ELEVATION 612.44+0.45%+0.39%VPI STA. 712+27.03ELEVATION 612.62+0.39%+0.35%VPI STA. 712+60.06ELEVATION 612.73611.60612.20613.71PR RT DITCH 0.60%1.38% WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT 310 TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - J 0 20 SCALE IN FEET 40 60 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Drainage.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..40.0000 ' / in.Alec Serysht-drainage-plan-18.dgn Default $DRA35$ 1"=20'721+50 CPD JJM CPD 3/18/2021 (7:04:24 PM)2418 715+50 NAPERVILLE ROAD MATCHLINE STA. 721+50.00MATCHLINE STA. 715+50.00MATCHLINE STA. 719+75.00STA. 717+00.00MATCHLINE PROPOSED DRAINAGE PLAN 2" 24" 8" 4" 24" 8" 15" 15" 15" 716 717 720+00 721 ST MARY IMMACULATE CEMETARY #14176 CORRIDOR TRANSMISSION COMED NAPERVILLE ROAD EX â„„ NAPERVILLE EX ROW EX ROW TOWER TRANSMISSION EX COMED EX ROW E X PL P-219 P-477 P-475 P-481 P-229 S-502 S-500 P-479 S-504 15" 15"12"12" 12" 12" S-498 S-496 PR B-6.24 CURB & GUTTERPR B-6.24 CURB & GUTTER PR B-6.24 CURB & GUTTER CURB & GUTTER PR B-6.24 PR ROW PR TEMP EASE #14208 #14218 #14213 #14209 NAPERVILLE ROAD EX â„„ NAPERVILLE EX ROW EX ROW 12" P-221 12" P-231 S-514 S-516 P-487 EX CULVERT TO BE REMOVED 15" S-510 P-485 S-512 15" S-506 PR B-6.24 CURB & GUTTER PR B-6.24 CURB & GUTTER P-23336"P-483 S-508 P-227 36"PR ROW 12" INV = 613.28 INV = 613.39 TO BE REMOVED EX PIPE CULVERTS  Copyright CMT,License No. 184-000613  Copyright CMT,License No. 184-000613 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: PROFILESURVEYEDPLOTTEDGRADES CHECKEDB.M. NOTEDSTRUCTURE NOTAT'NS CH'KDBYDATENOTE BOOKNO.SURVEYEDPLOTTEDBYDATENOTE BOOKNO.PLANALIGNMENT CHECKEDCADD FILE NAME =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED DATE DRAWN CHECKED SHEET OF SHEETS STA. TO STA. - - - - - - - - DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS F.A. RT. OF WAY CHECKED 625 630 595 600 605 610 615 620 595 600 605 610 615 620 625 630 595 600 605 610 615 620 595 600 605 610 615 620 715+50 716+00 716+50 717+00 717+50 718+00 718+50 719+00 719+50 720+00 720+50 721+00 721+50715+50 716+00 716+50 717+00 717+50 718+00 718+50 719+00 719+50 720+00 720+50 721+00 721+50 715+50 716+00 716+50 717+00 717+50 718+00 718+50 719+00 719+50 720+00 720+50 721+00 721+50715+50 716+00 716+50 717+00 717+50 718+00 718+50 719+00 719+50 720+00 720+50 721+00 721+50 625 630 595 600 605 610 615 620 595 600 605 610 615 620 625 630 595 600 605 610 615 620 595 600 605 610 615 620 614.01614.26614.40614.58614.71614.82614.91614.97615.03615.01615.08615.11615.14614.01614.26614.40614.58614.71614.82614.91614.97615.03615.01615.08615.11615.14MODEL NAME = FILE NAME = WILL06-00040-00-FP U. 12/01/2020 0380 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Drainage_Prf.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..40.0000 ' / in.Alec Serysht-drainage-profile-18.dgn Default $DRA36$ 1"=20'715+50 721+50 CPD JJM CPD 3/18/2021 (7:04:28 PM)24 DRAINAGE PROFILES 18 NAPERVILLE ROAD NAPERVILLE ROAD LEFT NAPERVILLE ROAD RIGHT S-228S-500 S-504S-496 S-230 S-232 S-234 S-506 S-514 S-516 P-215P-213 P-475 P-481 P-487 TY 2, CL A @ 1.23% 76 LF 12" RCP, TY 1, CL A @ 0.53% 21 LF 12" RCP, @ 0.60% TY 2, CL A 5 LF 12" RCP, @ 0.58% TY 2, CL A 21 LF 15" RCP,TY 2, CL A @ 0.19% 58 LF 36" RCP,VPI STA. 716+61.55ELEVATION 613.44105.00' V.C. K = 123 -0.35%+0.50%ELEVATION 614.10VPI STA. 719+36.65-0.93%+0.34%STA. 718+33.19℄ 143RD SVPI STA. 717+94.59ELEVATION 614.10+0.50%+2.49%VPI STA. 718+22.67ELEVATION 614.80VPI STA. 718+33.19ELEVATION 615.02+2.06%-0.50%VPI STA. 718+43.72ELEVATION 614.97-0.93% 120.32' V.C. K = 95 +88.01 EL. 613.70+09.05 EL. 613.62+14.05 EL. 613.70+76.49 EL. 614.66+96.81 EL. 614.30INV = 608.90 (N) INV = 608.43 (S) INV = 608.33 (N) INV = 607.83 (W) INV = 607.93 (S) INV = 605.50 (W) INV = 605.60 (N)INV = 605.71 (S) INV = 605.81 (N) INV = 605.97 (E) INV = 605.87 (S) INV = 608.30 (N) INV = 609.24 (S) INV = 613.28 (N) INV = 613.39 (S) INV = 608.65 (E) INV = 608.87 (S) INV = 608.55 (N) P-219 @ 0.56% TY 2, CL A 71 LF 15" RCP, P-221 TY 2, CL A @ 0.18% 33 LF 36" RCP, S-502 S-236 S-498 S-508S-242 P-231 P-229 P-477 @ 0.60% TY 2, CL A 5 LF 12" RCP, @ 1.00% TY 2, CL A 5 LF 12" RCP,VPI STA. 716+61.55ELEVATION 613.44105.00' V.C. K = 123 -0.35%+0.50%ELEVATION 614.10VPI STA. 719+36.65-0.93%+0.34%STA. 718+33.19℄ 143RD SVPI STA. 717+94.59ELEVATION 614.10+0.50%+2.49%VPI STA. 718+22.67ELEVATION 614.80VPI STA. 718+33.19ELEVATION 615.02+2.06%-0.50%VPI STA. 718+43.72ELEVATION 614.97-0.93% 120.32' V.C. K = 95 +88.01 EL. 613.70+09.05 EL. 613.62+14.05 EL. 613.70+76.49 EL. 614.66+96.81 EL. 614.30INV = 609.02 (N) INV = 610.21 (S) S-510 S-512 P-483 P-485 113 LF 15" RCP, TY 1, CL A @ 0.68% @ 1.12% TY 1, CL A 48 LF 15" RCP, INV = 607.70 (S) INV = 607.80 (N) INV = 608.34 (S)INV = 608.89 (W) INV = 608.99 (N,S) INV = 609.46 (N) INV = 606.28 (W) INV = 606.38 (E) INV = 609.41 (S) INV = 606.93 (N) TY 2, CL A @ 0.82% 149 LF 12" RCP,614.11611.50611.52611.73PR RT DITCH, TYP -2.77%0.48%0.48%613.79613.66613.55613.64613.88614.24614.91614.47614.26614.31614.48614.65614.82612.44613.28613.39PR LT DITCH 0.50%613.79613.66613.55613.64613.88614.24614.91614.47614.26614.31614.48614.65614.82 WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT 310 TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - 0 20 SCALE IN FEET 40 60 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Drainage.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..40.0000 ' / in.Alec Serysht-drainage-plan-19.dgn Default $DRA37$ 1"=20' CPD JJM CPD 3/18/2021 (7:04:30 PM)2419 721+50 NAPERVILLE ROADMATCHLINE STA. 721+50.00PROPOSED DRAINAGE PLAN 24" 8" 15" 18"15" 4" 722 723 724 725+00 726 727 EX ROW EX ROW NAPERVILLE ROAD #14209 #14205 #14201 #14127 #14123 #14119 #14115 #14118#14122#14126 #14130 EX ROW EX ROW EX ROW EX â„„ NAPERVILLE EX ROW EX ROW S-518 S-520 P-489 P-491 S-524S-522 PR B-6.24 CURB & GUTTER CURB & GUTTER PR B-6.24 STA. 723+92.30END IMPROVEMENTSPR ROW INV = 612.22 18" 18"INV = 612.01 INV = 612.53 INV = 612.69 REMOVED AND REPLACED EX PIPE CULVERT TO BE REMOVED AND REPLACED EX PIPE CULVERT TO BE  Copyright CMT,License No. 184-000613  Copyright CMT,License No. 184-000613 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: PROFILESURVEYEDPLOTTEDGRADES CHECKEDB.M. NOTEDSTRUCTURE NOTAT'NS CH'KDBYDATENOTE BOOKNO.SURVEYEDPLOTTEDBYDATENOTE BOOKNO.PLANALIGNMENT CHECKEDCADD FILE NAME =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED DATE DRAWN CHECKED SHEET OF SHEETS STA. TO STA. - - - - - - - - DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS F.A. RT. OF WAY CHECKED 625 630 595 600 605 610 615 620 595 600 605 610 615 620 725+50 726+00 726+50 727+00 727+50721+50 722+00 722+50 723+00 723+50 724+00 724+50 725+00721+50 722+00 722+50 723+00 723+50 724+00 724+50 625 630 595 600 605 610 615 620 595 600 605 610 615 620 625 630 595 600 605 610 615 620 595 600 605 610 615 620 625 630 595 600 605 610 615 620 595 600 605 610 615 620 725+50 726+00 726+50 727+00 727+50721+50 722+00 722+50 723+00 723+50 724+00 724+50 725+00721+50 722+00 722+50 723+00 723+50 724+00 724+50 615.14615.12615.17615.18615.21615.19615.10614.92615.14615.12615.17615.18615.21615.19615.10614.92MODEL NAME = FILE NAME = WILL06-00040-00-FP U. 12/01/2020 0380 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Drainage_Prf.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..40.0000 ' / in.Alec Serysht-drainage-profile-19.dgn Default $DRA38$ 1"=20'721+50 CPD JJM CPD 3/18/2021 (7:04:31 PM)24 DRAINAGE PROFILES 19 NAPERVILLE ROAD NAPERVILLE ROAD LEFT NAPERVILLE ROAD RIGHTVPI STA. 722+72.81ELEVATION 615.23+0.34%-0.03%-0.03% -0.05% -0.22%VPI STA. 723+92.30ELEVATION 615.19VPI STA. 724+10.26ELEVATION 615.18614.38PR LT DITCH 0.50% S-518 S-522S-520 S-524 P-489 P-491VPI STA. 722+72.81ELEVATION 615.23+0.34%-0.03%-0.03% -0.05% -0.22% @ 0.48% TY 1, CL A 33 LF 18" RCP, INV = 612.01 (N)INV = 612.22 (S) INV = 612.53 (N)INV = 612.69 (S) @ 0.48% TY 1, CL A 42 LF 18" RCP,614.82614.98615.15615.22615.20614.82614.98615.15615.22615.20VPI STA. 723+92.30ELEVATION 615.19VPI STA. 724+10.26ELEVATION 615.18612.01612.22612.53612.69612.97PR RT DITCH, TYP 0.48%0.48%0.48% WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT 310 TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - 0 20 SCALE IN FEET 40 60 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Drainage.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..40.0000 ' / in.Alec Serysht-drainage-plan-20.dgn Default $DRA39$ 1"=20' CPD JJM CPD 3/18/2021 (7:04:32 PM)2420 27+50 ILLINOIS ROUTE 126 MATCHLINE STA. 27+50.00PROPOSED DRAINAGE PLAN 2" 10" 15"15"12" 22 23 24 25+00 26 27 EX ROW EX ROW PURE ROD & GUN CLUB LAKE PLAINFIELD #23314#23332#23404 ILLINOIS ROUTE 126 EX â„„ ILLINOIS ROUT EX ROW EX ROW EX ROW S-530 S-532 S-526 P-493 S-528 P-495 COPPER DRIVE #23319 COPPER DRIVE #23311 PR B-6.24 CURB & GUTTERPR B-6.24 CURB & GUTTER INV = 614.41 INV = 614.33 INV = 613.99INV = 613.90 15"15" 0.74 AC 1.09 AC REMOVED AND REPLACED EX PIPE CULVERT TO BE REMOVED AND REPLACED EX PIPE CULVERT TO BE STA. 24+92.71BEGIN IMPROVEMENTS8 7  Copyright CMT,License No. 184-000613  Copyright CMT,License No. 184-000613 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: PROFILESURVEYEDPLOTTEDGRADES CHECKEDB.M. NOTEDSTRUCTURE NOTAT'NS CH'KDBYDATENOTE BOOKNO.SURVEYEDPLOTTEDBYDATENOTE BOOKNO.PLANALIGNMENT CHECKEDCADD FILE NAME =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED DATE DRAWN CHECKED SHEET OF SHEETS STA. TO STA. - - - - - - - - DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS F.A. RT. OF WAY CHECKED 25+00 25+50 26+00 26+50 27+00 27+5025+00 25+50 26+00 26+50 27+00 27+5024+5024+0023+5023+0022+5022+0021+50 595 600 605 610 615 620 625 630 595 600 605 610 615 620 625 630 595 600 605 610 615 620 625 630 595 600 605 610 615 620 625 630 25+00 25+50 26+00 26+50 27+00 27+5025+00 25+50 26+00 26+50 27+00 27+5024+5024+0023+5023+0022+5022+0021+50 615.71615.81615.91616.07616.16616.25615.71615.81615.91616.07616.16616.25MODEL NAME = FILE NAME = WILL06-00040-00-FP U. 12/01/2020 0380 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Drainage_Prf.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..40.0000 ' / in.Alec Serysht-drainage-profile-20.dgn Default $DRA40$ 1"=20' CPD JJM CPD 3/18/2021 (7:04:33 PM)24 DRAINAGE PROFILES 20 27+50 ILLINOIS ROUTE 126 ILLINOIS ROUTE 126 RIGHT ILLINOIS ROUTE 126 LEFT S-526 S-528 S-530 S-532 P-493 P-495 VPI STA. 26+02.46ELEVATION 615.92+0.20%+0.31%615.62VPI STA. 26+51.98ELEVATION 616.07+0.31%+0.18%VPI STA. 27+53.63+0.18% INV = 613.90 (N) INV = 613.99 (S) INV = 614.33 (N) INV = 614.41 (S) TY 1, CL A @ 0.30% 30 LF 15" RCP, TY 1, CL A @ 0.30% 27 LF 15" RCP,614.41614.32613.99613.90613.70PR LT DITCH, TYP 0.30%0.30%VPI STA. 26+02.46ELEVATION 615.92+0.20%+0.31%615.62VPI STA. 26+51.98ELEVATION 616.07+0.31%+0.18%VPI STA. 27+53.63+0.18%615.14PR RT DITCH 0.30% WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT 310 TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - 24" 18" 20" 20" 48" 48" 0 20 SCALE IN FEET 40 60 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Drainage.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..40.0000 ' / in.Alec Serysht-drainage-plan-21.dgn Default $DRA41$ 1"=20' CPD JJM CPD 3/18/2021 (7:04:34 PM)2421 33+50 ILLINOIS ROUTE 126 27+50 MATCHLINE STA. 33+50.00MATCHLINE STA. 27+50.00PROPOSED DRAINAGE PLAN 2" 2"2"10"10"8"8"10" 15" 15" 15" 408 409 410+00 28 29 30+00 31 32 33 PURE ROD & GUN CLUB LAKE PLAINFIELD #23239 #23234 ILLINOIS ROUTE 126 COPPER DRIVE STA. 410+21.7 ILLINOIS ROUTE 126 STA. 30+62.70 â EX â„„ ILLINOIS ROUT EX ROW EX ROW E X R O WE X R OWEX ROW EX ROW PR TEMP EASE S-534 P-497 P-499 P-503S-538 P-50112"15"15"12"COPPER DRIVE #23311 COPPER DRIVE #23305 COPPER DRIVE #23302 S-536 S-540 PR B-6.24 CURB & GUTTERPR B-6.24 CURB & GUTTER PR B-6.24 CURB & GUTTER PR B-6.24 CURB & GUTTER PR B-6.24 CURB & GUTTER PR TEMP EASE PR TEMP EASE PR TEMP EASE PR MULTI-USE PATHCOPPER DRIVETO BE REMOVED EX TRENCH DRAIN TO BE REMOVED EX PIPE CULVERT  Copyright CMT,License No. 184-000613  Copyright CMT,License No. 184-000613 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: PROFILESURVEYEDPLOTTEDGRADES CHECKEDB.M. NOTEDSTRUCTURE NOTAT'NS CH'KDBYDATENOTE BOOKNO.SURVEYEDPLOTTEDBYDATENOTE BOOKNO.PLANALIGNMENT CHECKEDCADD FILE NAME =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED DATE DRAWN CHECKED SHEET OF SHEETS STA. TO STA. - - - - - - - - DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS F.A. RT. OF WAY CHECKED 595 600 605 610 615 620 625 630 595 600 605 610 615 620 625 630 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+5027+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+5027+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 595 600 605 610 615 620 625 630 595 600 605 610 615 620 625 630 616.25616.36616.47616.52616.63616.70616.74616.77616.74616.74616.70616.56616.54616.25616.36616.47616.52616.63616.70616.74616.77616.74616.74616.70616.56616.54MODEL NAME = FILE NAME = WILL06-00040-00-FP U. 12/01/2020 0380 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Drainage_Prf.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..40.0000 ' / in.Alec Serysht-drainage-profile-21.dgn Default $DRA42$ 1"=20' CPD JJM CPD 3/18/2021 (7:04:35 PM)24 DRAINAGE PROFILES 21 27+50 33+50 ILLINOIS ROUTE 126 ILLINOIS ROUTE 126 RIGHT ILLINOIS ROUTE 126 LEFT STA. 30+62.70℄ COPPER VPI STA. 27+53.63ELEVATION 616.26+0.22%VPI STA. 28+50.08ELEVATION 616.47+0.22%+0.13%VPI STA. 29+21.00ELEVATION 616.56+0.13%+0.38%VPI STA. 30+93.54ELEVATION 617.21+0.38%-0.40% 129.57' V.C. K = 167+28.76 EL. 616.97+58.33 EL. 616.95615.74PR RT DITCH 616.67616.86617.03617.08616.98616.78616.58616.38616.18S-534 S-538 P-499 P-503 100 LF 15" RCP, TY 2, CL A @ 1.00% TY 2, CL A @ 1.00% 100 LF 15" RCP,STA. 30+62.70℄ COPPER VPI STA. 27+53.63ELEVATION 616.26+0.22%VPI STA. 28+50.08ELEVATION 616.47+0.22%+0.13%VPI STA. 29+21.00ELEVATION 616.56+0.13%+0.38%VPI STA. 30+93.54ELEVATION 617.21+0.38%-0.40% 129.57' V.C. K = 167+28.76 EL. 616.97+58.33 EL. 616.95INV = 611.27 (E) INV = 611.17 (N) INV = 611.10 (E) INV = 610.17 (S) INV = 610.07 (N)616.67616.86617.03617.08616.98616.78616.58616.38616.18615.26614.87615.30PR LT DITCH, TYP 0.30%0.30% WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT 310 TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - 8" 6"6",8",3-12" 8"6"10" 0 20 SCALE IN FEET 40 60 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Drainage.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..40.0000 ' / in.Alec Serysht-drainage-plan-22.dgn Default $DRA43$ 1"=20' CPD JJM CPD 3/18/2021 (7:04:37 PM)2422 36+00 ILLINOIS ROUTE 126 33+50MATCHLINE STA. 33+50.00MATCHLINE STA. 36+00.00PROPOSED DRAINAGE PLAN 10"8" 34 35+00 36 ILLINOIS ROUTE 126 EX â„„ ILLINOIS ROUT EX ROW EX ROW E X R O WPR TEMP EASE P-503 S-542 P-505 S-546P-507 P-509 P-511 S-552 P-513 S-550 P-515 P-517 S-554 P-41115"12"18"12"12" 18" 21" 24"12"S-544 S-548 S-556 PR B-6.24 CURB & GUTTERPR B-6.24 CURB & GUTTER CURB & GUTTER PR B-6.24 PR B-6.24 CURB & GUTTER PR MULTI-USE PATH  Copyright CMT,License No. 184-000613  Copyright CMT,License No. 184-000613 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: PROFILESURVEYEDPLOTTEDGRADES CHECKEDB.M. NOTEDSTRUCTURE NOTAT'NS CH'KDBYDATENOTE BOOKNO.SURVEYEDPLOTTEDBYDATENOTE BOOKNO.PLANALIGNMENT CHECKEDCADD FILE NAME =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED DATE DRAWN CHECKED SHEET OF SHEETS STA. TO STA. - - - - - - - - DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS F.A. RT. OF WAY CHECKED 600 605 610 615 620 625 630 635 600 605 610 615 620 625 630 635 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+5033+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+5033+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 600 605 610 615 620 625 630 635 600 605 610 615 620 625 630 635 616.54616.52616.59616.74616.94617.24617.60618.04618.51619.00619.49616.54616.52616.59616.74616.94617.24617.60618.04618.51619.00619.49MODEL NAME = FILE NAME = WILL06-00040-00-FP U. 12/01/2020 0380 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Drainage_Prf.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..40.0000 ' / in.Alec Serysht-drainage-profile-22.dgn Default $DRA44$ 1"=20' CPD JJM CPD 3/18/2021 (7:04:38 PM)24 DRAINAGE PROFILES 22 33+50 38+75 ILLINOIS ROUTE 126 ILLINOIS ROUTE 126 LEFT ILLINOIS ROUTE 126 RIGHT S-542 S-550S-546 S-554 S-422 S-410 S-408 S-406 P-503 P-507 P-509 P-515 P-411 P-413 P-395 P-397 @ 0.51% TY 2, CL A 37 LF 12" RCP, TY 2, CL A @ 1.00% 100 LF 15" RCP, TY 2, CL A @ 0.60% 57 LF 18" RCP, TY 2, CL A @ 0.60% 5 LF 18" RCP, TY 2, CL A @ 0.51% 109 LF 21" RCP,ELEVATION 618.08VPI STA. 37+87.16-1.24%+1.25%PR â„„ 143RD SSTA. 37+47.22VPI STA. 35+04.42ELEVATION 615.57-0.40%+1.00% 200.00' V.C. K = 143 VPI STA. 37+07.22ELEVATION 617.59+1.00%+2.43%VPI STA. 37+36.57ELEVATION 618.31+0.60%VPI STA. 37+58.36ELEVATION 618.44+04.42 EL. 615.97+04.42 EL. 616.57TY 2, CL A @ 1.16% 73 LF 12" RCP, INV = 608.63 (S) INV = 608.53 (N) INV = 608.50 (S) INV = 608.40 (N) INV = 610.53 (E) INV = 607.84 (S) INV = 607.74 (N) INV = 607.36 (E) INV = 607.46 (S) 609.76 (N) INV = INV = 606.37 (W) INV = 606.27 (E) INV = 610.05 (E) INV = 609.95 (S) INV = 610.90 (W) INV = 610.70 (E) INV = 609.07 (S) INV = 608.97 (N) @ 0.41% TY 2, CL A 74 LF 24" RCP, TY 2, CL A @ 0.39% 72 LF 24" RCP, INV = 611.00 (E) S-424 P-413 ELEVATION 618.08VPI STA. 37+87.16-1.24%+1.25%PR â„„ 143RD SSTA. 37+47.22VPI STA. 35+04.42ELEVATION 615.57-0.40%+1.00% 200.00' V.C. K = 143 VPI STA. 37+07.22ELEVATION 617.59+1.00%+2.43%VPI STA. 37+36.57ELEVATION 618.31+0.60%VPI STA. 37+58.36ELEVATION 618.44+04.42 EL. 615.97+04.42 EL. 616.57INV = 607.06 (W) INV = 606.96 (E) S-416S-418 P-407@ 1.02% TY 2, CL A 20 LF 12" RCP, INV = 605.90 (W) INV = 605.80 (E) INV = 608.42 (S) INV = 608.74 (N) INV = 608.62 (N) @ 0.41% TY 2, CL A 74 LF 24" RCP, @ 1.07% TY 2, CL A RCP, 154 LF 12" P-405 BASIN INFILTRATION LILY CACHE616.18615.98615.86615.90616.13616.52617.02617.52618.39618.24618.86616.18615.98615.86615.90616.13616.52617.02617.52618.39618.24618.86 WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT 310 TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - 6" 6"6",8"6",8" 6" 8"6" 6" 8" 6" 8" 6" 6"6"10"2-24"18"18"18" 12",15" 18" 12",15" 24" 10" 12",8" 12"36"10"15" 10" 10" 12" 0 20 SCALE IN FEET 40 60 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Drainage.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..40.0000 ' / in.Alec Serysht-drainage-plan-23.dgn Default $DRA45$ 1"=20' CPD JJM CPD 3/18/2021 (7:04:39 PM)2423 44+00 ILLINOIS ROUTE 126 38+75 MATCHLINE STA. 44+00.00MATCHLINE STA. 38+75.00PROPOSED DRAINAGE PLAN 10" 39 40+00 41 42 43 44 ILLINOIS ROUTE 126 ILLINOIS ROUTE 126ABONDONED RAILROAD TRACKS, TYPMAIN LAKE BASS & GILL CLUB EX â„„ ILLINOIS ROUT EX ROW EX ROW EX ROWEX ROW EDGEPR LAKE AND LAKE EXPANSION FLETCHER LAKE COMPENSATION STORAGE P-405 S-560 P-519 12"12"INV. 602.30 28' CULVERT EXTENSION INV. 602.19 16'-9" CULVERT EXTENSION FUTURE MULTI-USE PATH S-558 COMPENSATORY STORAGE LILY CACHE PR B-6.24 CURB & GUTTERPR B-6.24 CURB & GUTTER PR B-6.24 CURB & GUTTER PR B-6.24 CURB & GUTTER S-564 S-566 P-523 24" STORAGE VOLUME PROVIDED: 0.39 AC-FT STORAGE VOLUME REQUIRED: 0.38 AC-FT PR ROW PR ROW PR ROW PR ROW PR PERM EASEPR TEMP EASEPR ROWPR TEMP EASEPR TEMP EASEBASS & GILL CLUB FRONTAGE ROAD 0.31 AC 0.46 AC 4.98 AC INV. 604.12 INV. 606.00 EX CULVERT EX CULVERT 14 12 13  Copyright CMT,License No. 184-000613  Copyright CMT,License No. 184-000613 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: PROFILESURVEYEDPLOTTEDGRADES CHECKEDB.M. NOTEDSTRUCTURE NOTAT'NS CH'KDBYDATENOTE BOOKNO.SURVEYEDPLOTTEDBYDATENOTE BOOKNO.PLANALIGNMENT CHECKEDCADD FILE NAME =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED DATE DRAWN CHECKED SHEET OF SHEETS STA. TO STA. - - - - - - - - DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS F.A. RT. OF WAY CHECKED 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+0039+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 600 605 610 615 620 625 630 635 600 605 610 615 620 625 630 635 600 605 610 615 620 625 630 635 600 605 610 615 620 625 630 635 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+0039+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 620.03620.56621.01621.37621.64621.80621.70621.54621.28620.99620.57620.03620.56621.01621.37621.64621.80621.70621.54621.28620.99620.57MODEL NAME = FILE NAME = WILL06-00040-00-FP U. 12/01/2020 0380 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Drainage_Prf.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..40.0000 ' / in.Alec Serysht-drainage-profile-23.dgn Default $DRA46$ 1"=20' CPD JJM CPD 3/18/2021 (7:04:40 PM)24 DRAINAGE PROFILES 23 38+75 44+00 ILLINOIS ROUTE 126 ILLINOIS ROUTE 126 LEFT ILLINOIS ROUTE 126 RIGHT+84.31 EL. 620.54371.25' V.C. K = 165 +55.56 EL. 621.01VPI STA. 41+69.94ELEVATION 622.86+1.25%-1.00%619.49620.11620.73621.23621.58621.78621.83621.73621.47621.06620.56S-560+84.31 EL. 620.54371.25' V.C. K = 165 +55.56 EL. 621.01VPI STA. 41+69.94ELEVATION 622.86+1.25%-1.00% INV = 610.49 (W) INV = 610.39 (S) P-405 S-564 S-566 INV = 604.12 (S) INV = 606.00 (N) 121 LF 24" RCP, TY 2, CL A @ 1.56%P-523 LILY CACHE INFILTRATION BASIN TY 2, CL A @ 1.07% 154 LF 12" RCP,619.49620.11620.73621.23621.58621.78621.83621.73621.47621.06620.56 WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT 310 TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - 0 20 SCALE IN FEET 40 60 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Drainage.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..40.0000 ' / in.Alec Serysht-drainage-plan-24.dgn Default $DRA47$ 1"=20' CPD JJM CPD 3/18/2021 (7:04:42 PM)2424 ILLINOIS ROUTE 126 44+00 MATCHLINE STA. 44+00.00PROPOSED DRAINAGE PLAN 10" 44 45+00 46 47 48 49 50+00 EX ROW ILLINOIS ROUTE 126 EX â„„ ILLINOIS ROUT EX ROW EX ROW EX ROW EX ROW S-100S-100 PR ROW PR ROW BASS & GILL CLUB FRONTAGE ROAD BASS & GILL CLUB FRONTAGE ROAD 0.64 AC 0.63 AC STA. 46+35.95END IMPROVEMENTS25 24  Copyright CMT,License No. 184-000613  Copyright CMT,License No. 184-000613 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: PROFILESURVEYEDPLOTTEDGRADES CHECKEDB.M. NOTEDSTRUCTURE NOTAT'NS CH'KDBYDATENOTE BOOKNO.SURVEYEDPLOTTEDBYDATENOTE BOOKNO.PLANALIGNMENT CHECKEDCADD FILE NAME =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED DATE DRAWN CHECKED SHEET OF SHEETS STA. TO STA. - - - - - - - - DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS F.A. RT. OF WAY CHECKED 44+00 44+50 45+00 45+50 46+00 46+50 47+00 47+5044+00 44+50 45+00 45+50 46+00 46+50 47+00 47+50 48+00 48+50 49+00 49+50 50+00 600 605 610 615 620 625 630 635 600 605 610 615 620 625 630 635 600 605 610 615 620 625 630 635 600 605 610 615 620 625 630 635 44+00 44+50 45+00 45+50 46+00 46+50 47+00 47+5044+00 44+50 45+00 45+50 46+00 46+50 47+00 47+50 48+00 48+50 49+00 49+50 50+00 620.57620.07619.55619.04618.53617.99617.52617.12620.57620.07619.55619.04618.53617.99617.52617.12MODEL NAME = FILE NAME = WILL06-00040-00-FP U. 12/01/2020 0380 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Drainage_Prf.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..40.0000 ' / in.Alec Serysht-drainage-profile-24.dgn Default $DRA48$ 1"=20' CPD JJM CPD 3/18/2021 (7:04:42 PM)24 DRAINAGE PROFILES 24 44+00 ILLINOIS ROUTE 126 ILLINOIS ROUTE 126 LEFT ILLINOIS ROUTE 126 RIGHT VPI STA. 44+66.92ELEVATION 619.89-1.00%-1.02%VPI STA. 45+89.24ELEVATION 618.65-1.02%-1.08%VPI STA. 46+51.99ELEVATION 617.97-1.08%-0.91%VPI STA. 47+09.05ELEVATION 617.45-0.91%-0.80%617.05620.56620.06VPI STA. 44+66.92ELEVATION 619.89-1.00%-1.02%VPI STA. 45+89.24ELEVATION 618.65-1.02%-1.08%VPI STA. 46+51.99ELEVATION 617.97-1.08%-0.91%VPI STA. 47+09.05ELEVATION 617.45-0.91%-0.80%617.05620.56620.06 143rd STREET EXTENSION PHASE I ADDENDUM LOCATION DRAINAGE STUDY JANUARY 2020 REVISED: MARCH 2021 Appendix B EXHIBIT 2-00C: PROPOSED DRAINAGE SCHEDULE Michael Boehm100.0000 ' / in. Structure Schedule.dgn Default $DRA49$ CPD JJM CPD 3/24/2021 (3:48:52 PM) == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_Drainage_Plan.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\Exhibits for Drainage Reports\.. STRUCTURES 41 DRAINAGE SCHEDULE WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT 310 TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - -  Copyright CMT,License No. 184-000613 Michael Boehm100.0000 ' / in. Structure Schedule2.dgn Default $DRA50$ CPD JJM CPD 3/24/2021 (3:50:32 PM) == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_Drainage_Plan.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\Exhibits for Drainage Reports\.. STRUCTURES 42 DRAINAGE SCHEDULE WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT 310 TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - -  Copyright CMT,License No. 184-000613 Michael Boehm100.0000 ' / in. Pipe Schedule.dgn Default $DRA51$ CPD JJM CPD 3/24/2021 (4:17:03 PM) == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_Drainage_Plan.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\Exhibits for Drainage Reports\..PIPES 43 DRAINAGE SCHEDULE WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT 310 TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - -  Copyright CMT,License No. 184-000613 Michael Boehm100.0000 ' / in. Pipe Schedule2.dgn Default $DRA52$ CPD JJM CPD 3/24/2021 (3:47:45 PM) == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_Drainage_Plan.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\Exhibits for Drainage Reports\..PIPES 44 DRAINAGE SCHEDULE WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT 310 TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - -  Copyright CMT,License No. 184-000613 143rd STREET EXTENSION PHASE I ADDENDUM LOCATION DRAINAGE STUDY JANUARY 2020 REVISED: MARCH 2021 Appendix B EXHIBIT 2-01A: TYPICAL EXISTING CROSS SECTIONS 20.0000 ' / in.Alec SeryD1143-sht-ex_Typ-01.dgn Default 11"=10'11/24/2020 (8:50:09 PM) 3 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgILDOT_Black.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..EXISTING TYPICAL SECTIONS 3 143RD STREET 1 EXISTING LEGEND VAR. 0'-6'VAR. 0'-5.5' 16'12'12' 8' WB THRU LANE EB THRU LANETWLT LANE AGG SHLD AGG SHLD VAR. 50'-112'VAR. 50'-80' VAR.VAR.VAR.VAR. WB THRU LANE EB RT LANE EB RT LANEEB LT LANE VAR. 4'-16' PAINTED MEDIAN 80' VAR.VAR.VAR.VAR. VAR. 68'-50' VAR. VAR. 1'-3' AGG SHLD VAR. 1'-3' AGG SHLD LANE WB THRU LANE EB THRU 10'-12' VAR. 10'-12' VAR. VAR.VAR. 33'33' 7' VAR. 0'-13' 12'11' 12'EX ROWEX ROWEX ROWEX ROWEXISTING US ROUTE 30 / 143RD STREET STA 46+15.00 TO 56+72.89 STA 56+72.89 TO 60+84.74 EXISTING 143RD STREET STA 202+00.00 TO 208+50.00 EX ROWEX ROWEXISTING US ROUTE 30 / 143RD STREET CONCRETE MEDIAN AGGREGATE SHOULDER HMA SHOULDER CONCRETE CURB AND GUTTER AGGREGATE BASE COURSE EXISTING HMA PAVEMENT F E D C B A AA A A A A B B B B B B C C C E E E E C PGL PGL PGL WILL06-00040-00-FP0380 U. MODEL NAME = FILE NAME = SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - 11/24/2020 Copyright CMT,License No. 184-000613 20.0000 ' / in.Alec SeryD1143-sht-ex_Typ-02.dgn Default 21"=10'11/24/2020 (8:50:10 PM) 3 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgILDOT_Black.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..EXISTING TYPICAL SECTIONS 3 ILLINOIS ROUTE 59 / NAPERVILLE ROAD 2 NB THRU LANE NB THRU LANENB LT LANE VAR. 3' 12'12' VAR. 6'-18' RAISED CONCRETE MEDIAN 12'12' VAR 0'-12'EX ROWEX ROWEX EASEEX ROWEX ROWEX ROWEX ROWVAR. 50'-80'VAR. 50'-70' VAR. 10'-20' 18'12'12'12'12' NB THRU LANE NB THRU LANE 9' 60'VAR 60'-65' VAR.VAR. 10'10'VAR. 2'-3' PAINTED LANE LINE VAR. 2'-3' PAINTED LANE LINE VAR. 33'-50'33' VAR.VAR. LANE SB THRU LANE NB THRUAGG SHLD VAR. 0'-3'AGG SHLD VAR. 0'-3' SB THRU LANE SB THRU LANE SB THRU LANE SB THRU LANE EXISTING ILLINOIS ROUTE 59 STA 3393+00.00 TO 3397+50.00 EXISTING ILLINOIS ROUTE 59 STA 3400+57.00 TO 3407+50.00 EXISTING NAPERVILLE ROAD STA 710+00.00 TO 726+50.00 MEDIAN CONCRETE DEPRESSED EXISTING LEGEND CONCRETE MEDIAN AGGREGATE SHOULDER HMA SHOULDER CONCRETE CURB AND GUTTER AGGREGATE BASE COURSE EXISTING HMA PAVEMENT F E D C B A A A A A A A B B B B C C C C C C C E E FC F F PGL PGL 2%2%2%2%2% PGLPGL 2%2%2%2% PGL WILL06-00040-00-FP0380 U. MODEL NAME = FILE NAME = SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - 11/24/2020 Copyright CMT,License No. 184-000613 20.0000 ' / in.Alec SeryD1143-sht-ex_Typ-03.dgn Default 31"=10'11/24/2020 (8:50:11 PM) 3 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgILDOT_Black.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..EXISTING TYPICAL SECTIONS 3 ILLINOIS ROUTE 126 3 EX ROWEX ROW12'12'VAR. 1'-2' PAINTED LANE LINE VAR. 1'-2' PAINTED LANE LINE AGG SHLD VAR. 8'-9' 50'50' SB THRU LANE NB THRU LANE VAR.VAR. AGG SHLD VAR. 4'-7' 12'12'VAR. 1'-2' PAINTED LANE LINE 50'50' VAR. 1'-2' PAINTED LANE LINE AGG SHLD VAR. 6'-7' AGG SHLD VAR. 5'-9'SB THRU LANE NB THRU LANE VAR.VAR.EX ROWEX ROWEXISTING ILLINOIS ROUTE 126 STA 23+50.00 TO 47+00.00 EXISTING ILLINOIS ROUTE 126 STA 37+00.00 TO 47+00.00 EXISTING LEGEND CONCRETE MEDIAN AGGREGATE SHOULDER HMA SHOULDER CONCRETE CURB AND GUTTER AGGREGATE BASE COURSE EXISTING HMA PAVEMENT F E D C B A A A A A B B B B EE E E PGL PGL WILL06-00040-00-FP0380 U. MODEL NAME = FILE NAME = SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - 11/24/2020 Copyright CMT,License No. 184-000613 143rd STREET EXTENSION PHASE I ADDENDUM LOCATION DRAINAGE STUDY JANUARY 2020 REVISED: MARCH 2021 Appendix B EXHIBIT 2-01B: TYPICAL PROPOSED CROSS SECTIONS 20.0000 ' / in.Alec SeryD1143-sht-pr_Typ-01.dgn Default 11"=10'3/1/2021 (4:14:08 PM) 8 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Typical_Sections.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..PROPOSED TYPICAL SECTIONS 8 143RD STREETMJW AS MJW 1 EX ROWEX ROWEX ROWPR ROWPR ROWPR ROWPR TEMP EASE10' EB THRU LANEWB THRU LANE LANE EB THRU 12'12' VAR. 50'-75' 10' 2%2%2%2%2%2%1.5% 1.5% WB THRU LANE WB THRU LANE EB THRU LANE EB THRU LANE EB RT LANEEB LT LANE 2%2% 12'12'12'12'VAR. 0'-12' EB THRU LANE EB THRU LANEWB THRU LANEWB THRU LANE WB LT LANEWB RT LANE 10' 1.5%2%2%2%2%2%EX EASE9' PROPOSED 143RD STREET PROPOSED 143RD STREET STA 512+30.29 TO 515+61.67 PROPOSED 143RD STREET STA 517+22.21 TO 524+18.22 1 1 1 1 1 1 3 3 3 3 3 3 5 5 5 5 5 7 6 5 13 13 13 13 13 13 1311 VAR. 0'-12'VAR. 0'-12' 6' 1:3 4'5'6' 6' 9' PGL 1:3 PGL 4' 1:4 1:4 PGL PGL 5' 1:41:4 7' UTILITY EASEMENT EXISTING VILLAGE 65'COMED PROPERTY 50'VAR. 0'-30'EX EASEEX ROWEX EASE30' COMED PROPERTY COMED PROPERTY PATH MULTI-USE 2' 4 3 15* 5' 1:4 PATH MULTI-USE 4 3 PATH MULTI-USE 4 3 VAR. 1:3 TO 1:2 11' 2.5' 6 711 4.5' RAISED MEDIAN PROPOSED LEGEND 9 8 7 6 5 4 3 2 1 BRIDGE RAILING CONCRETE BRIDGE DECK GUARDRAIL BRIDGE PARAPET TOPSOIL CONCRETE MEDIAN SURFACE 10" CONCRETE MEDIAN SURFACE 4" AGGREGATE SHOULDER HMA SHOULDER CONCRETE CURB AND GUTTER, TY M-2.06 CONCRETE CURB AND GUTTER, TY SB-6.06 CONCRETE CURB AND GUTTER, TY SB-6.12 CONCRETE CURB AND GUTTER, TY SB-6.24 HMA MULTI-USE PATH AGGREGATE BASE COURSE PAVEMENT WIDENING PROPOSED PAVEMENT 17 16 15 14 13 12 11 10 1.5% VAR. 4.5'-18' RAISED MEDIAN 2.5' 2%2%2% 1.5% * GUARDRAIL STA 510+89.89 TO 511+65.87 LT STA 512+19.26 TO 512+90.95 LT 25'VAR. 58'-66'VAR. 103'-165' * GUARDRAIL STA 512+19.26 TO 512+90.95 LT VAR. 3.7'-18' STA 506+05.00 TO 512+30.29 12'12' VAR. 0'-11' 12'12'VAR. 0'-12' VAR. 54'-114' VAR. 0'-47'VAR. 23'-54' EB LT LANE PAINTED MEDIAN / TWLT LANE / VAR. 8'-9' WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - -  Copyright CMT,License No. 184-000613 20.0000 ' / in.Alec SeryD1143-sht-pr_Typ-02.dgn Default 21"=10'3/1/2021 (4:14:09 PM) 8 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Typical_Sections.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..PROPOSED TYPICAL SECTIONS 8 143RD STREETMJW AS MJW 2 PR ROWPR ROWPR ROWPR ROWPR ROWPR ROWPR TEMP EASEPR TEMP EASE20'VAR. 65'-146'EX EASE25'VAR. 58'-62' 12'12'18'12'12'10'10' WB THRU LANE WB THRU LANE EB THRU LANE EB THRU LANE 2%2%1.5% 1.5% 2%2%PR TEMP EASEVAR. 24'-30'VAR. 44'-52'VAR. 60'-90'VAR. 10'-57' WB THRU LANE WB THRU LANE EB THRU LANE EB THRU LANE LANE EB LT 1.5%2%2%2%2% 12'12' 12'12' 9' 9' 12'12'18'12'12'10' 1.5%2%2%2%2% EB THRU LANE EB THRU LANE9'WB THRU LANEWB THRU LANEPED PATH NOTE: SEE DUPAGE RIVER BRIDGE TSL FOR GREATER DETAIL MEDIAN RAISED PROPOSED 143RD STREET PROPOSED 143RD STREET STA 526+09.60 TO 535+60.95 PROPOSED 143RD STREET STA 536+00.00 TO 537+49.95 1 1 1 1 3 3 3 3 3 3 4 4 5 5 5 5 5 5 6 5 13 13 11 13 13 13 11 13 14 141616 PATH MULTI-USE PATH MULTI-USE 2'2' 2' 6'5' 1:4 2'2' 2'2' 2' VAR 1:4 TO 1:3 1:4 PGL PGL PGL PGL PGL 1.5%1.5% VAR. 1:4 TO 1:2 VAR. 52' TO 82'VAR 90' TO 130' GIRDERS 2.0% 1:4 1:4 PGL 5' 1'1:3 COMED PROPERTY COMED PROPERTY COMED PROPERTY 9' 7' 4 STA 523+90 TO 527+62 CONNECTION PARK DISTRICT PATH 11 15* 17 15*15* PROPOSED LEGEND 9 8 7 6 5 4 3 2 1 BRIDGE RAILING CONCRETE BRIDGE DECK GUARDRAIL BRIDGE PARAPET TOPSOIL CONCRETE MEDIAN SURFACE 10" CONCRETE MEDIAN SURFACE 4" AGGREGATE SHOULDER HMA SHOULDER CONCRETE CURB AND GUTTER, TY M-2.06 CONCRETE CURB AND GUTTER, TY SB-6.06 CONCRETE CURB AND GUTTER, TY SB-6.12 CONCRETE CURB AND GUTTER, TY SB-6.24 HMA MULTI-USE PATH AGGREGATE BASE COURSE PAVEMENT WIDENING PROPOSED PAVEMENT 17 16 15 14 13 12 11 10 STA. 535+62 TO 537+00 PR GABION WALL VAR. 18'-4.5' VAR. 0'-13.5' 1.5% 10'6' STA 524+18.22 TO 525+70.00 * GUARDRAIL STA 522+99.06 TO 525+87.02 STA 535+71.38 TO 536+95.34 RT * GUARDRAIL STA 535+98.78 TO 536+85.17 LT WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - -  Copyright CMT,License No. 184-000613 20.0000 ' / in.Alec SeryD1143-sht-pr_Typ-03.dgn Default 31"=10'3/1/2021 (4:14:10 PM) 8 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Typical_Sections.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..PROPOSED TYPICAL SECTIONS 8 143RD STREETMJW AS MJW 3 PR TEMP EASEPR TEMP EASEPR ROWPR ROWPR ROWPR ROWPR ROWWB THRU LANE WB THRU LANE 10' EB THRU LANE EB THRU LANEEB LT LANE 9' 2%2% 1.5%2%2% 10'12'12' VAR. 0'-11' WB THRU LANE WB THRU LANE EB THRU LANE EB THRU LANEWB LT LANE 2%2% 9' 2%2%1.5% 10' 1.5% 2%2%2%2% VAR. 8'-18' WB THRU LANE WB THRU LANE EB THRU LANE EB THRU LANE PROPOSED 143RD STREET STA 537+49.95 TO 539+37.48 PROPOSED 143RD STREET STA 540+76.28 TO 544+69.48 PROPOSED 143RD STREET STA 544+69.48 TO 557+50.00 1 1 1 1 1 1 3 3 3 3 3 3 3 3 3 4 4 4 5 6 7 5 5 7 6 5 5 5 5 5 13 11 13 1311 11 1315 PATH MULTI-USE PATH MULTI-USE PATH MULTI-USE 5' 5' 9' 12' SITE SCREEN FENCE 5' 1:6 PGL PGL PGL PGL PGL PGL 1:4 1:4 1:4 1:6 5' RETAINING WALL 3' 1:2 ROCK FILL 1.5%1.5%PR ROWCOMED PROPERTY 8' 20-YEAR LEASE PARK DISTRICT COMED PROPERTY 20-YEAR LEASE PARK DISTRICT COMED PROPERTY 40' 10'70'40' 6'11' 6'11' 30'44'60'PR TEMP EASE35'PR TEMP EASE35' 13 6' PROPOSED LEGEND 9 8 7 6 5 4 3 2 1 BRIDGE RAILING CONCRETE BRIDGE DECK GUARDRAIL BRIDGE PARAPET TOPSOIL CONCRETE MEDIAN SURFACE 10" CONCRETE MEDIAN SURFACE 4" AGGREGATE SHOULDER HMA SHOULDER CONCRETE CURB AND GUTTER, TY M-2.06 CONCRETE CURB AND GUTTER, TY SB-6.06 CONCRETE CURB AND GUTTER, TY SB-6.12 CONCRETE CURB AND GUTTER, TY SB-6.24 HMA MULTI-USE PATH AGGREGATE BASE COURSE PAVEMENT WIDENING PROPOSED PAVEMENT 17 16 15 14 13 12 11 10 1.5% 2.5' 4.5' RAISED MEDIAN 12'12' 11' 12'12' 1.5% VAR. 4.5'-18' RAISED MEDIAN 2.5'12'12' 12'12'9'12'12' 2% OF ROCK FILL 4.5' TO TOP * RETAINING WALL BEGINS STA 544+74.38 GUARDRAIL BEGINS STA 544+80.36 VAR. 60'-85' WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - -  Copyright CMT,License No. 184-000613 20.0000 ' / in.Alec SeryD1143-sht-pr_Typ-04.dgn Default 41"=10'3/1/2021 (4:14:11 PM) 8 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Typical_Sections.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..PROPOSED TYPICAL SECTIONS 8 143RD STREETMJW AS MJW 4 * GUARDRAIL CONTINUES ON WEST SIDE OF IL 126 NORTH OF 143RD ST PR TEMP EASEPR TEMP EASEPR ROWPR ROWPR ROWEX ROWEX ROWVAR. 0'-53'63' VAR. 0'-18' PAINTED MEDIANVAR. 0'-12' WB THRU LANE WB LT LANE EB THRU LANE 2%2%2%2%2% 35'40'70'10' 12'12'12'12' RETAINING WALL RETAINING WALL 2%2%2%2% 10' WB THRU LANE WB THRU LANE EB THRU LANE EB THRU LANE EB THRU LANE EB LT LANE LANE DROP / EB LT LANE VAR. 0'-12' 12'12' 6'12'12' 3' 2%2% 2%2%2% MEDIAN RAISEDWB THRU LANE WB THRU LANE 1.5% 1.5% 12' 12' PROPOSED 143RD STREET STA 557+68.00 TO 562+73.62 PROPOSED 143RD STREET STA 562+73.62 TO 568+33.87 PROPOSED 143RD STREET 11 1 1 1 1 3 3 3 3 3 3 3 3 4 4 5 5 5 5 5 5 6 5 5 5 1311 11 13 1313 15 15 PATH MULTI-USE PATH MULTI-USE 9' 12' SITE SCREEN FENCE 5' SITE SCREEN FENCE 9' 12' 5' 2'1:3 1:4 1:6 PGL PGL PGL PGL PGL 1:6 1:45' PAVEMENT TO BE REMOVED EXISTING 143RD ST 5'4.4'3' 3'4.4'ROCK FILL ROCK FILL 1:2 1:2 9' VAR 8'-18' 17' 10'70'35'40' 20-YEAR LEASE PARK DISTRICT COMED PROPERTY 20-YEAR LEASE PARK DISTRICT COMED PROPERTY 10'9'8' 10'7'PR ROWPR ROWPR TEMP EASEPR TEMP EASEPROPOSED LEGEND 9 8 7 6 5 4 3 2 1 BRIDGE RAILING CONCRETE BRIDGE DECK GUARDRAIL BRIDGE PARAPET TOPSOIL CONCRETE MEDIAN SURFACE 10" CONCRETE MEDIAN SURFACE 4" AGGREGATE SHOULDER HMA SHOULDER CONCRETE CURB AND GUTTER, TY M-2.06 CONCRETE CURB AND GUTTER, TY SB-6.06 CONCRETE CURB AND GUTTER, TY SB-6.12 CONCRETE CURB AND GUTTER, TY SB-6.24 HMA MULTI-USE PATH AGGREGATE BASE COURSE PAVEMENT WIDENING PROPOSED PAVEMENT 17 16 15 14 13 12 11 10 * RETAINING WALL ENDS STA 569+03.26 VAR. 0'-7' PAINTED LT MEDIAN 66' STA 570+12.37 TO 575+36.13 VAR. 1.5'-9' WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - -  Copyright CMT,License No. 184-000613 20.0000 ' / in.Alec SeryD1143-sht-pr_Typ-05.dgn Default 51"=10'3/1/2021 (4:14:12 PM) 8 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Typical_Sections.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..PROPOSED TYPICAL SECTIONS 8 CMC PML MJW 1ILLINOIS ROUTE 59 EX ROWEX ROWPR ROWPR TEMP EASEEX ROWEX ROW80'40'10'VAR. 50'-70' 60'60' VAR. 0'-12' 2%2%2%2%2% NB THRU LANE NB THRU LANE NB RT LANENB LT LANESB THRU LANESB THRU LANE VAR. 0'-12'VAR. 0'-11' SB THRU LANE SB THRU LANESB RT LANE SB LT LANE 2%2%2%2%2% 9' STA 3396+41.56 TO 3398+91.47 STA 3400+29.84 TO 3406+90.16 ILLINOIS ROUTE 59 ILLINOIS ROUTE 59 A A A A B B B B DC D C 12 32 2 233 5 5 8 13 13 12 5' 1:4 5' PGL PGL PGL PGL 10% RAISED MEDIAN VAR. 4.5'-18' 1.5% 8 2.5' 12'12' VAR. 0'-11' 12'12' 1.5% DEPRESSED MEDIAN VAR. 4.5'-18' 12'12' 2.5'12'12' 23 9'4.5' * TY. SM-2.12 MEDIAN (LT) BEGINS STA 3403+84.84EX ROWEX ROWA B1 ILLINOIS ROUTE 59 12'12'12'12' C CDD 9'9' SB THRU LANE SB THRU LANE NB THRU LANE NB THRU LANE STA 3392+93.80 TO 3396+41.56 60'60' 2%2% PGL PAINTED MEDIAN / NB LT LANE 2%2% PGL 2%2% A B VARIES 0' TO 11' EXISTING LEGEND F E D C B A CONCRETE MEDIAN AGGREGATE SHOULDER HMA SHOULDER CONCRETE CURB AND GUTTER, TY M-2.12 CONCRETE CURB AND GUTTER, TY B-6.24 AGGREGATE BASE COURSE EXISTING HMA PAVEMENT G PROPOSED LEGEND 9 8 7 6 5 4 3 2 1 BRIDGE RAILING CONCRETE BRIDGE DECK GUARDRAIL BRIDGE PARAPET TOPSOIL CONCRETE MEDIAN SURFACE 10" CONCRETE MEDIAN SURFACE 4" AGGREGATE SHOULDER HMA SHOULDER CONCRETE CURB AND GUTTER, TY M-2.06 CONCRETE CURB AND GUTTER, TY SB-6.06 CONCRETE CURB AND GUTTER, TY SB-6.12 CONCRETE CURB AND GUTTER, TY SB-6.24 HMA MULTI-USE PATH AGGREGATE BASE COURSE PAVEMENT WIDENING PROPOSED PAVEMENT 17 16 15 14 13 12 11 10 * TY. SM-2.12 MEDIAN (LT) BEGINS STA 3398+68.10 * EX TY. M-2.12 MEDIAN (LT) BEGINS STA 3405+84.84 WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - -  Copyright CMT,License No. 184-000613 20.0000 ' / in.Alec SeryD1143-sht-pr_Typ-06.dgn Default 61"=10'3/1/2021 (4:14:12 PM) 8 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Typical_Sections.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..PROPOSED TYPICAL SECTIONS 8 MJW AS MJW 6NAPERVILLE ROAD EX ROWEX ROWEX ROWEX ROWPR ROWPR ROWEX ROWEX ROW33'33' VAR. 0'-14'33'33' 50'33'17' 4'4' PAINTED MEDIAN VAR. 0-12' 12' 12' SB THRU LANE NB THRU LANEHMA SHLD HMA SHLD 12' 12' VAR. 0-12' 2%2%2%2% 2%2%2%2%2% SB THRU LANE NB THRU LANE PAINTED MEDIAN VAR. 0-12'VAR. 0'-12'VAR. 0'-12' 12' 12' SB THRU LANE NB THRU LANE LANE SB LTSB RT LANE 2%2%2%2%2% 6' 4%4% STA 712+60.06 TO 714+70.06 NAPERVILLE ROAD STA 714+70.06 TO 717+50.06 NAPERVILLE ROAD STA 719+02.26 TO 723+92.30 NAPERVILLE ROAD 11 1 1 1 1 3 3 3 3 3 3 5 5 5 5 13 13 1313 13 13 5'5' 5' 5' 1:4 1:4 1:42' 5' PGL 1:4 PGL PGL 1:4 1:41:3 2' 5' PROPOSED LEGEND 9 8 7 6 5 4 3 2 1 BRIDGE RAILING CONCRETE BRIDGE DECK GUARDRAIL BRIDGE PARAPET TOPSOIL CONCRETE MEDIAN SURFACE 10" CONCRETE MEDIAN SURFACE 4" AGGREGATE SHOULDER HMA SHOULDER CONCRETE CURB AND GUTTER, TY M-2.06 CONCRETE CURB AND GUTTER, TY SB-6.06 CONCRETE CURB AND GUTTER, TY SB-6.12 CONCRETE CURB AND GUTTER, TY SB-6.24 HMA MULTI-USE PATH AGGREGATE BASE COURSE PAVEMENT WIDENING PROPOSED PAVEMENT 17 16 15 14 13 12 11 10 VAR. 0'-8' PAINTED SHOULDER NB LT LANE STA 721+75.27 RT * HMA SHOULDER BEGINS STA 722+04.47 LT 99 WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - -  Copyright CMT,License No. 184-000613 20.0000 ' / in.Alec SeryD1143-sht-pr_Typ-07.dgn Default 71"=10'3/1/2021 (4:14:13 PM) 8 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Typical_Sections.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..PROPOSED TYPICAL SECTIONS 8 MJW AS MJW 7ILLINOIS ROUTE 126 EX ROWEX ROWEX ROWEX ROW50'50' 50'50' SB THRU LANE NB LT LANE NB THRU LANE LANE NB THRU LANE ADDITION VAR. 0-12'VAR. 0'-6' PAINTED LT MEDIAN 12' 12'12' 2%2%2%2%2%2%4%4% SB THRU LANE NB THRU LANE NB THRU LANE 2%2%2%2%2%2% ILLINOIS ROUTE 126 STA 24+92.71 TO 30+32.71 ILLINOIS ROUTE 126 STA 30+77.00 TO 36+56.92 1 1 1 1 3 3 3 3345 5 9 913 13 13 13 4' 10' PATH MULTI-USE 5'5' 1:3 9' 8' PGL 1:41:3 4' 1.5%5% PGL 3' VAR. 3'-8' VAR. 2.5'-8' TO 4.2% VAR. 0.5% PROPOSED LEGEND 9 8 7 6 5 4 3 2 1 BRIDGE RAILING CONCRETE BRIDGE DECK GUARDRAIL BRIDGE PARAPET TOPSOIL CONCRETE MEDIAN SURFACE 10" CONCRETE MEDIAN SURFACE 4" AGGREGATE SHOULDER HMA SHOULDER CONCRETE CURB AND GUTTER, TY M-2.06 CONCRETE CURB AND GUTTER, TY SB-6.06 CONCRETE CURB AND GUTTER, TY SB-6.12 CONCRETE CURB AND GUTTER, TY SB-6.24 HMA MULTI-USE PATH AGGREGATE BASE COURSE PAVEMENT WIDENING PROPOSED PAVEMENT 17 16 15 14 13 12 11 10 VAR. 0'-9' PAINTED SHOULDER VAR. 4.5'-18' PAINTED MEDIAN NB LT LANE 12'12' VAR. 0'-11' 12' 2.5' WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - -  Copyright CMT,License No. 184-000613 20.0000 ' / in.Alec SeryD1143-sht-pr_Typ-08.dgn Default 81"=10'3/1/2021 (4:14:14 PM) 8 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Typical_Sections.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..PROPOSED TYPICAL SECTIONS 8 ILLINOIS ROUTE 126MJW AS MJW 8 EX ROWEX ROWEX ROWEX ROWPR ROWPR ROWPR ROWPR ROW20'50'50'10' 50'50'VAR. 15'-20'VAR. 0'-10' SB THRU LANE SB LT LANESB RT LANE NB THRU LANE NB THRU LANE VAR. 0'-12' PAINTED SHOULDER 2%2%2%2%2% 10' 1.5% VAR. 0'-12' PAINTED MEDIAN VAR. 0'-12' SB RT LANE VAR. 0'-12' NB THRU LANE LANE NB THRU 2%2%2%2%2%2%4%4% SB THRU LANE ILLINOIS ROUTE 126 ILLINOIS ROUTE 126 1 1 1 1 3 3 3 3 5 7 6 5 9 9 13 13 1313 11 5'6'4' 1:2 1:3 9' PGL PGL VAR. 1:2 TO 1:4VAR. 1:2 TO 1:4 18' VAR. 5'-16' 15 4 3 15* 15*15* STA 40+95.95 TO 46+35.95 PROPOSED LEGEND 9 8 7 6 5 4 3 2 1 BRIDGE RAILING CONCRETE BRIDGE DECK GUARDRAIL BRIDGE PARAPET TOPSOIL CONCRETE MEDIAN SURFACE 10" CONCRETE MEDIAN SURFACE 4" AGGREGATE SHOULDER HMA SHOULDER CONCRETE CURB AND GUTTER, TY M-2.06 CONCRETE CURB AND GUTTER, TY SB-6.06 CONCRETE CURB AND GUTTER, TY SB-6.12 CONCRETE CURB AND GUTTER, TY SB-6.24 HMA MULTI-USE PATH AGGREGATE BASE COURSE PAVEMENT WIDENING PROPOSED PAVEMENT 17 16 15 14 13 12 11 10 STA 38+35.95 TO 40+95.95 VAR. 0'-13.5' SB LT LANE 1.5% 12'12' 4.5' RAISED MEDIAN 11' 12'12' 2.5' VAR. 0'-10' 12' VAR. 0'-10' 12' * GUARDRAIL STA 38+00 TO 44+89.06 LT * GUARDRAIL STA 38+00 TO 44+89.06 LT STA 40+44.67 TO 44+25.78 RT STA 40+44.67 TO 44+25.78 RT WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - -  Copyright CMT,License No. 184-000613 143rd STREET EXTENSION PHASE I ADDENDUM LOCATION DRAINAGE STUDY JANUARY 2020 REVISED: MARCH 2021 Appendix B EXHIBIT 2-04: EASEMENT AND ROW EXHIBIT ROW BEARING BREAK OF 00-00-04 PER IDOT PLAT ONLYONLYONLYONLY ONLYONLYONLYONLYONLYONLYONLYONLYONLYONLYONLY ONLY PLOT SCALE =171.5686 ' / in. DESIGNED CHECKED DRAWN REVISED REVISED REVISED - - - - - - D1143-Pr_ROW_LandAcqMeeting.dgn Default MODEL NAME == = FILE NAME =PLOT DRIVERPEN TABLEPDF_Color_StripMap.pltcfgPlainfield_ROW_LDS_Stripmap.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Drawings\Exhibits\..Mike WittkopILLINOIS 59 ILLINOIS 59 30 30 LEGEND FEE SIMPLE ACQUISITION PERMANENT EASEMENTS TEMPORARY EASEMENTS EXISTING RIGHT-OF-WAY EXISTING EASEMENT EXISTING PROPERTY LINE (PARK DISTRICT) 20-YEAR LEASE AGREEMENT GRADING LIMITS PROPOSED CHANNEL PROPOSED TREES EX COMED TRANSMISSION CORRIDOR U-STORE-IT, L.P. FARM FIELD CHICAGO BRIDGE & IRON COMPENSATORY STORAGE INFILTRATION BASIN CHURCH CROSSWINDS COMPENSATORY STORAGE EX COMED TRANSMISSION CORRIDOR EX COMED TRANSMISSION CORRIDOR NNM MANUFACTURING SUBSTATION PLAINFIELD RAVAGO RECYCLERS INC VINTAGE TECH LANDSCAPING GREEN-T PROPOSED CULVERT EXTENSION PROPOSED IMPROVEMENTS 226.70' RT STA. 515+37.0579.97' RT STA. 510+42.58 109.88' RT STA. 510+42.22 205.66' RT STA. 508+84.94 471.93' RT STA. 508+45.64 216.53' RT STA. 511+84.73 217.11' RT STA. 512+04.72112.58' RT STA. 511+87.97 53.35' RT STA. 512+09.84 52.65' RT STA. 511+89.85 84.90' LT STA. 509+20.62 226.52' LT STA. 511+80.32 236.62' LT STA. 511+09.36 70.00' LT STA. 511+29.92 70.00' LT STA. 512+04.64 99.84' LT STA. 512+07.27 104.00' LT STA. 511+67.49 63.11' LT STA. 511+29.79 114.61' LT STA. 517+20.86 65.00' LT STA. 517+74.62 82.90' RT STA. 516+96.14 471.00' LT STA. 523+71.63 148.06' LT STA. 523+49.29 145.61' LT STA. 523+82.01 65.00' LT STA. 523+76.23 82.60' RT STA. 511+88.91 502.56' RT STA. 510+96.33 424.56' RT STA. 515+12.43 476.28' RT STA. 512+14.68 484.87' RT STA. 513+45.14 *20-YEAR LEASE AGREEMENTS APPLICABLE FOR ENTIRE PARCEL  Copyright CMT,License No. 184-000613 WES T NORMAN DRAI NWES T NORMAN DRAI NW EST NORMAN DRAIN 143RD STREET 3T6N E9RONLYONLYONLYONLYONLY DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS EX COMED TRANSMISSION CORRIDOR COMPENSATORY STORAGE JUDS ACRESUNIT 1 MLLRACE VILLAGE CEMETERY ST MARYS EX COMED TRANSMISSION CORRIDOR UNIT 2 MLLRACE VILLAGE PRIVATE POND PROPOSED IMPROVEMENTS PROPOSED IMPROVEMENTS PROPOSED DUPAGE RIVER BRIDGE BASIN INFILTRATION PENNLAND SUBDIVISION 439.40' LT STA. 528+59.07 115.34' LT STA. 528+28.87 90.00' LT STA. 528+23.43 90.94' LT STA. 536+33.53 272.96' LT STA. 549+02.27 80.00' LT STA. 549+02.27 378.13' LT STA. 546+60.08 70.00' LT STA. 544+88.68 60.00' LT STA. 537+74.39 60.00' LT STA. 539+27.50 43.30' RT STA. 537+47.96 44.91' RT STA. 538+29.35 69.40' RT STA. 538+72.62 110.86' RT STA. 538+81.92 187.98' RT STA. 538+49.91 88.74' LT STA. 539+99.94 32.99' LT NAPERVILLE RD STA. 724+08.15 50.00' LT NAPERVILLE RD STA. 724+06.86 DUPAGE RIVERDUPAGE RIVERWES T NORMAN DRAI NEAST NORMAN DRAIN143RD STREET NAPERVILLE ROADNAPERVILLE ROADCOPPER DRIVE PENNINGTON ROAD GOLDEN LANED U P A G E RIV E R T R AIL 143RD STREET MELODY LANE 3T6N E9RONLYONLY ONLY ONLYONLYONLYONLYONLY ONLYONLYONLYONLYWILL06-00040-00-FP0350 U.SECTION COUNTY TOTAL SHEETS SHEET NO.RTE. F.A. DATE: 01/22/2020LAND ACQUISITION 143RD STREET EXTENSION 0 50 100 150 SCALE IN FEET LEGEND FEE SIMPLE ACQUISITION PERMANENT EASEMENTS TEMPORARY EASEMENTS EXISTING RIGHT-OF-WAY EXISTING EASEMENT EXISTING PROPERTY LINE (PARK DISTRICT) 20-YEAR LEASE AGREEMENT GRADING LIMITS PROPOSED CHANNEL PROPOSED TREES EX COMED TRANSMISSION CORRIDOR COMPENSATORY STORAGE STRIKE LAKE BASS & GILL CLUB MAIN LAKE BASS & GILL CLUB DEER CREEK RECREATION CLUB PURE ROD & GUN CLUB PROPOSED CULVERT EXTENSION PROPOSED IMPROVEMENTS BASIN INFILTRATION COMPENSATORY STORAGE FLETCHER LAKE BASS & GILL CLUB 80.00' LT STA. 565+84.48 32.98' LT STA. 574+79.69 103.13' RT STA. 569+40.59 92.41' RT STA. 569+22.79 293.91' LT STA. 567+39.29 121.61' LT STA. 568+97.50 163.18' LT STA. 569+59.17 70.00' RT IL 126 STA. 41+12.99 180.02' RT IL 126 STA. 41+12.63 180.00' RT IL 126 STA. 41+92.63 180.00' RT IL 126 STA. 42+17.63 95.34' RT IL 126 STA. 42+17.91 70.00' RT IL 126 STA. 41+92.99 70.00' RT IL 126 STA. 42+42.99 70.00' RT IL 126 STA. 42+57.99 60.00' RT IL 126 STA. 42+57.99 60.00' RT IL 126 STA. 45+22.99 50.00' RT IL 126 STA. 45+22.99 48.56 'LT IL 126 STA. 44+94.00 60.00' LT IL 126 STA. 44+93.17 60.00' LT IL 126 STA. 43+43.17 85.00' LT IL 126 STA. 43+43.17 85.00' LT IL 126 STA. 41+87.17 290.00' LT IL 126 STA. 41+87.17 350.00' LT IL 126 STA. 41+27.17 *20-YEAR LEASE AGREEMENTS APPLICABLE FOR ENTIRE PARCEL 143RD STREET 143RD STREET MAIN STREET MAIN STREET 143rd STREET EXTENSION PHASE I ADDENDUM LOCATION DRAINAGE STUDY JANUARY 2020 REVISED: MARCH 2021 Appendix B EXHIBIT 2-08: INFILTRATION BASIN EXHIBIT Alec Seryexh_InfiltrationBasin(1-2).dgn Default 11"=20' CPD CPD CPD 2 2 1 INFILTRATION BASIN EXHIBIT DUPAGE RIVER WEST 0 20 SCALE IN FEET 40 60 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Exhibit_Faded_Contours.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\Exhibits for Drainage Reports\.. MODEL NAME = FILE NAME =L:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\Exhibits for Drainage Reports\..09/08/2020 WILL06-00040-00-FP0380 U.SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS 40.0000 ' / in.=PLOT SCALE 3/24/2021 (4:28:58 PM)=PLOT DATE DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - 15"12"6"12" 12" 527 528 102 103 104 10 5 +00 INFILTRATION BASIN TYPICAL SECTION CRITICAL ELEVATIONS BOTTOM OF FACILITY: 599.5 GROUNDWATER TABLE: 596.0 SEPARATION: 3.5 FT DUPAGE WEST INFILTRATION BASIN EASEPR TEMPEASEPR PERM143RD STREETDUPAGE RIVERPR ℆ DUPAGE RIVER PIER 1 PR MULTI-USE PATH INV = 600.50 S-206 1.66 AC DUPAGE RIVER COMPENSATORY STORAGE TO BE REMOVED EX FES 12"P-191 S-198 INV = 604.97 P-185 18"S-190 TO BE REMOVED EX STORM SEWER PR TEMP EASE PR TEMP EASE PR PERM EASE12"SEE STRUCTURAL PLANS FOR DETAILS PR DUPAGE RIVER BRIDGE SN 099-6006, 4" S-202 P-189P-177 TO BE REMOVED EX STORM SEWER PR TEMP EASE EX INLET TO BE REMOVED TO BE REMOVED EX STORM SEWER TO BE REMOVED EX STORM SEWER STORAGE VOLUME PROVIDED: 0.09 AC-FT INV = 600.83 CA-1, CA-3, OR CA-7 (ABOVE INVERT) COARSE AGGREGATE (24") 4" PERFORATED PVC UNDERDRAINCA-1, CA-3, OR CA-7 (BELOW INVERT) COARSE AGGREGATE (12") OF FACILITY MIN. 2' OFFSET WITH BOTTOM GROUNDWATER ELEVATION, SHREDDED MULCH (3") DEEP ROOTED NATIVE PLANTS. WET AND DRY TOLERANT.SURFACE STORAGE (12") VEGETATED FILTER STRIP 20% TOPSOIL 30% COMPOST 50% SAND SOIL MEDIA MIX (18") GEOTEXTILE FABRIC PR ROW PR MULTI-USE PATH PR ROW PR ROWFUTURE MULTI-USE PATH PR ROW VOLUME REQ'D TO TREAT 1" RUNOFF: 0.09 AC-FT BASIN CATACHENT AREA: 1.1 AC EX STORM SEWER TO BE REMOVED 15610605 610 605 615 615 610 610 605 605 605 610 610 610 605 605 605 600 600  Copyright CMT,License No. 184-000613 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Exhibit_Faded_Contours.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\Exhibits for Drainage Reports\..40.0000 ' / in.Alec Seryexh_InfiltrationBasin(2-2).dgn Default 21"=20' CPD CPD CPD 12/2/2020 (9:55:46 AM) 2 2 2 INFILTRATION BASIN EXHIBIT LILY CACHE BASIN 0 20 SCALE IN FEET 40 60 MODEL NAME= FILE NAME = 09/08/2020 WILL06-00040-00-FP0380 U.SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - INFILTRATION BASIN LILY CACHE INFILTRATION BASIN TYPICAL SECTION CRITICAL ELEVATIONS SHREDDED MULCH (3") DEEP ROOTED NATIVE PLANTS. WET AND DRY TOLERANT.SURFACE STORAGE (12") VEGETATED FILTER STRIP 20% TOPSOIL 30% COMPOST 50% SAND SOIL MEDIA MIX (18") GEOTEXTILE FABRIC STORAGE VOLUME PROVIDED: 0.39 AC-FT SEPARATION: 6.6 FT GROUNDWATER TABLE: 599.0 BOTTOM OF FACILITY: 605.6 OVERFLOW ELEV: 606.0 OF FACILITY MIN. 2' OFFSET WITH BOTTOM GROUNDWATER ELEVATION, AND LAKE EXPANSION FLETCHER LAKE COMPENSATION STORAGE 0.21 AC P-425 1.29 AC S-406 P-395 S-408 P-397 1 2 " 12" S-410 30 "30"P-399 P-401 S-412 S-414 12 " ILL INO IS ROUTE 126 P-519 S-558 12" P-403 30" P-40512"S-416 P-40712"S-418 P-409 30" 3.02 AC S-420 INV = 605.60 S-432 INV = 605.48 P-523 24" 4.98 AC INV. 606.00 S-566 INV. 604.12 EX ROW E X ROWS-560 0.25 AC PR R O WP R P ERM EAS EP-405 12"FUTURE MULTI-USE PATHEX ROW S-438 INV = 605.58 143RD STREET PR ROW S-564 24"12" W/ 90 DEG. BEND RISER PIPE OVERFLOW BASIN CATCHMENT AREA: 4.59 AC VOLUME REQ'D TO TREAT 1" RUNOFF: 0.38 AC-FT 19 17 16 14 96156206 1 0 605 605 610 615610610 615 620605  Copyright CMT,License No. 184-000613 143rd STREET EXTENSION PHASE I ADDENDUM LOCATION DRAINAGE STUDY JANUARY 2020 REVISED: MARCH 2021 Appendix B EXHIBIT 3-00A: FILL AND COMPENSATORY STORAGE CROSS SECTION LOCATION MAP 7/29/2020 Cross Section Number Unmapped FEMA 14 0.90 610.66 FT 610.69 FT 610.70 FT 0.03 FT 0.04 FT 145 FT 1224 FT Unmapped FEMA 13 0.87 610.45 FT 610.49 FT 610.50 FT 0.04 FT 0.05 FT 108 FT 1079 FT Surveyed XS 12.6 0.85 609.88 FT 609.93 FT 609.94 FT 0.05 FT 0.06 FT 449 FT 971 FT Surveyed XS 12.3 0.77 607.75 FT 608.19 FT 608.26 FT 0.44 FT 0.51 FT 43 FT 522 FT Unmapped FEMA 12 0.76 607.87 FT 608.42 FT 608.51 FT 0.55 FT 0.64 FT 350 FT 479 FT FEMA XS E 11 0.69 607.26 FT 608.00 FT 608.13 FT 0.74 FT 0.87 FT 52 FT 129 FT Surveyed XS 10 0.68 606.86 FT 606.27 FT 606.27 FT ‐0.59 FT ‐0.59 FT 152 FT 77 FT U/S Face 10 CU 0.67 606.84 FT 606.31 FT 606.29 FT ‐0.53 FT ‐0.55 FT ‐‐‐‐ Surveyed XS 9 0.66 606.64 FT 606.57 FT 606.53 FT ‐0.07 FT ‐0.11 FT 87 FT 77 FT FEMA XS D 8 0.65 606.52 FT 606.52 FT 606.52 FT 0.00 FT 0.00 FT 453 FT 164 FT Natural High Water Elevation = 606.84 FT Maximum Existing Head =0.74 FT Maximum Proposed Head =0.87 FT 0.13 FT Existing Headwater Elevation = 607.58 FT Proposed Headwater Elevation = 607.71 FT Unmapped FEMA 14 0.90 612.43 FT 612.43 FT 612.43 FT 0.00 FT 0.00 FT 145 FT 1224 FT Unmapped FEMA 13 0.87 612.22 FT 612.22 FT 612.21 FT 0.00 FT ‐0.01 FT 108 FT 1079 FT Surveyed XS 12.6 0.85 611.45 FT 611.45 FT 611.44 FT 0.00 FT ‐0.01 FT 449 FT 971 FT Surveyed XS 12.3 0.77 609.50 FT 609.50 FT 609.53 FT 0.00 FT 0.03 FT 43 FT 522 FT Unmapped FEMA 12 0.76 608.80 FT 609.97 FT 610.09 FT 1.17 FT 1.29 FT 350 FT 479 FT FEMA XS E 11 0.69 608.28 FT 609.70 FT 609.84 FT 1.42 FT 1.56 FT 52 FT 129 FT Surveyed XS 10 0.68 608.12 FT 608.40 FT 608.10 FT 0.28 FT ‐0.02 FT 152 FT 77 FT U/S Face 10 CU 0.67 608.11 FT 608.33 FT 608.07 FT 0.22 FT ‐0.04 FT ‐‐‐‐ Surveyed XS 9 0.66 607.99 FT 607.82 FT 607.74 FT ‐0.17 FT ‐0.25 FT 87 FT 77 FT FEMA XS D 8 0.65 607.88 FT 607.88 FT 607.88 FT 0.00 FT 0.00 FT 453 FT 164 FT Natural High Water Elevation = 608.11 FT Maximum Existing Head =1.42 FT Maximum Proposed Head =1.56 FT 0.14 FT Existing Headwater Elevation = 609.53 FT Proposed Headwater Elevation = 609.67 FT Unmapped FEMA 14 0.90 612.96 FT 612.94 FT 612.96 FT ‐0.02 FT 0.00 FT 145 FT 1224 FT Unmapped FEMA 13 0.87 612.74 FT 612.72 FT 612.74 FT ‐0.02 FT 0.00 FT 108 FT 1079 FT Surveyed XS 12.6 0.85 611.73 FT 611.68 FT 611.73 FT ‐0.05 FT 0.00 FT 449 FT 971 FT Surveyed XS 12.3 0.77 610.10 FT 610.94 FT 611.07 FT 0.84 FT 0.97 FT 43 FT 522 FT Unmapped FEMA 12 0.76 609.26 FT 611.12 FT 611.23 FT 1.86 FT 1.97 FT 350 FT 479 FT FEMA XS E 11 0.69 608.86 FT 610.95 FT 611.07 FT 2.09 FT 2.21 FT 52 FT 129 FT Surveyed XS 10 0.68 608.77 FT 610.02 FT 609.88 FT 1.25 FT 1.11 FT 152 FT 77 FT U/S Face 10 CU 0.67 608.76 FT 609.83 FT 609.75 FT 1.07 FT 0.99 FT ‐‐‐‐ Surveyed XS 9 0.66 608.67 FT 608.45 FT 608.34 FT ‐0.22 FT ‐0.33 FT 87 FT 77 FT FEMA XS D 8 0.65 608.57 FT 608.57 FT 608.56 FT 0.00 FT ‐0.01 FT 453 FT 164 FT Natural High Water Elevation = 608.76 FT Maximum Existing Head =2.09 FT Maximum Proposed Head =2.21 FT 0.12 FT Existing Headwater Elevation = 610.85 FT Proposed Headwater Elevation = 610.97 FT Notes: 1. Existing Water Surface Interpolated at Upstream Face 2. Proposed Upstream XS Water Surface projected to the Upstream Face 3. Overtopping Elevation at the Upstream Face Proposed Head Reach Length Distance to Structure Waterway Information Table Back‐Up Calculations - West Norman Drain 10‐year Water Surface Elevations Description River Station (mi) Natural Water Surface Elevation Description River Station (mi) Existing Water Surface Elevation Proposed Water Surface Elevation Proposed Head Reach Length Distance to Structure Natural Water Surface Elevation Natural Water Surface Elevation Existing Head Existing Head Existing Head 100‐year Water Surface Elevations 50‐year Water Surface Elevations Description River Station (mi) Existing Water Surface Elevation Proposed Water Surface Elevation Proposed Head Reach Length Distance to Structure Existing Water Surface Elevation Proposed Water Surface Elevation 12 12 12 FEMA XS DO 113205 608.77 FT 608.78 FT 0.01 FT 2100 FT 5705 FT FEMA XS DN 111385 607.48 FT 607.49 FT 0.01 FT 1445 FT 3605 FT FEMA XS DM 109940 606.40 FT 606.42 FT 0.02 FT 802 FT 2160 FT Surveyed XS 109190 605.62 FT 605.66 FT 0.04 FT 879 FT 1358 FT Surveyed XS 108311 605.08 FT 605.14 FT 0.06 FT 246 FT 479 FT Surveyed XS 108123 604.94 FT 605.01 FT 0.07 FT 148 FT 233 FT Surveyed XS 107975 604.88 FT 604.93 FT 0.05 FT 159 FT 85 FT Bridge U/S 107975 BU 604.84 FT 604.91 FT 0.07 FT ‐‐‐‐ Surveyed XS 107816 604.72 FT 604.73 FT 0.01 FT 356 FT 73 FT Surveyed XS 107560 604.45 FT 604.45 FT 0.00 FT 342 FT 429 FT Unmapped FEMA XS 107340 604.29 FT 604.29 FT 0.00 FT 316 FT 771 FT Surveyed XS 107024 604.03 FT 604.03 FT 0.00 FT 1542 FT 1087 FT FEMA XS DK 105470 603.29 FT 603.29 FT 0.00 FT 0 FT 2629 FT Natural High Water Elevation = 604.84 FT Maximum Head =0.07 FT Proposed Headwater Elevation = 604.91 FT FEMA XS DO 113205 609.90 FT 609.91 FT 0.01 FT 2100 FT 5705 FT FEMA XS DN 111385 608.58 FT 608.59 FT 0.01 FT 1445 FT 3605 FT FEMA XS DM 109940 607.62 FT 607.65 FT 0.03 FT 802 FT 2160 FT Surveyed XS 109190 606.98 FT 607.02 FT 0.04 FT 879 FT 1358 FT Surveyed XS 108311 606.53 FT 606.59 FT 0.06 FT 246 FT 479 FT Surveyed XS 108123 606.40 FT 606.46 FT 0.06 FT 148 FT 233 FT Surveyed XS 107975 606.34 FT 606.39 FT 0.05 FT 159 FT 85 FT Bridge U/S 107975 BU 606.31 FT 606.37 FT 0.06 FT ‐‐‐‐ Surveyed XS 107816 606.20 FT 606.20 FT 0.00 FT 356 FT 73 FT Surveyed XS 107560 605.96 FT 605.96 FT 0.00 FT 342 FT 429 FT Unmapped FEMA XS 107340 605.82 FT 605.82 FT 0.00 FT 316 FT 771 FT Surveyed XS 107024 605.62 FT 605.62 FT 0.00 FT 1542 FT 1087 FT FEMA XS DK 105470 604.97 FT 604.97 FT 0.00 FT 0 FT 2629 FT Natural High Water Elevation = 606.31 FT Maximum Head =0.06 FT Proposed Headwater Elevation = 606.37 FT FEMA XS DO 113205 610.33 FT 610.34 FT 0.01 FT 2100 FT 5705 FT FEMA XS DN 111385 609.02 FT 609.04 FT 0.02 FT 1445 FT 3605 FT FEMA XS DM 109940 608.12 FT 608.16 FT 0.04 FT 802 FT 2160 FT Surveyed XS 109190 607.53 FT 607.58 FT 0.05 FT 879 FT 1358 FT Surveyed XS 108311 607.11 FT 607.17 FT 0.06 FT 246 FT 479 FT Surveyed XS 108123 606.99 FT 607.05 FT 0.06 FT 148 FT 233 FT Surveyed XS 107975 606.93 FT 606.98 FT 0.05 FT 159 FT 85 FT Bridge U/S 107975 BU 606.90 FT 606.95 FT 0.05 FT ‐‐‐‐ Surveyed XS 107816 606.79 FT 606.80 FT 0.01 FT 356 FT 73 FT Surveyed XS 107560 606.57 FT 606.57 FT 0.00 FT 342 FT 429 FT Unmapped FEMA XS 107340 606.44 FT 606.44 FT 0.00 FT 316 FT 771 FT Surveyed XS 107024 606.25 FT 606.25 FT 0.00 FT 1542 FT 1087 FT FEMA XS DK 105470 605.63 FT 605.63 FT 0.00 FT 0 FT 2629 FT Natural High Water Elevation = 606.90 FT Maximum Head =0.06 FT Proposed Headwater Elevation = 606.96 FT Notes: 1. Existing Revised Water Surface Interpolated at Upstream Face 2. Proposed Upstream XS Water Surface projected to the Upstream Face Description River Station Existing Water Surface Elevation Proposed Water Surface Elevation Head Reach Length Distance to Structure 100‐year Water Surface Elevations 50‐year Water Surface Elevations Description River Station Existing Water Surface Elevation Proposed Water Surface Elevation Head Reach Length Distance to Structure Existing Water Surface Elevation Proposed Water Surface Elevation Head Reach Length Distance to Structure VILLAGE OF PLAINFIELD 143RD STREET EXTENSION ‐ IL 59 TO IL 126 Waterway Information Table Back‐Up Calculations - DuPage River 10‐year Water Surface Elevations Description River Station 1 2 1 2 1 2 ONLY ONLY ONLYONLYONLY ONLYONLYONLY ONLY ONLYONLYONLY ONLY ONLYONLYONLYONLY ONLY ONLYONLY 400.0000 ' / in.Alec SeryWND_Detailed_Roadway_Cross Section_Location_Map.dgn Default 1"=200'11/25/2020 (9:08:38 AM) == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_color.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Drawings\Exhibits\Hydraulic Reports\..DETAILED FILL AND COMPENSATORY STORAGE CROSS SECTION LOCATION MAP WEST NORMAN DRAIN HYDROLOGY REPORT WILL06-00040-00-FP0380 U. MODEL NAME = FILE NAME = SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - 11/25/2020 507 508 509 510+00 511 512 513 514 515+00 516 517 518 519 520+00 521 522 523 524 525+00 526 527 528 529 530+00 531 532 533 534 535+00 536 537 538 539 540+00 541 542 543 544 545+00 546 547 548 549 ILLINOIS 59 ILLINOIS 59 0 200 400 600 SCALE IN FEET X.S. 506+88.27 143RD ST FILL X.S. 507+15.00 143RD ST FILL X.S. 507+54.00 143RD ST FILL X.S. 507+77.78 143RD ST FILL X.S. 508+00.00 143RD ST FILL X.S. 508+29.95 143RD ST FILL X.S. 508+43.60 143RD ST FILL X.S. 509+00.00 143RD ST FILL X.S. 509+50.00 143RD ST FILL X.S. 510+00.00 143RD ST FILL X.S. 510+44.00 143RD ST FILL X.S. 510+60.82 143RD ST FILL X.S. 511+84.84 143RD ST FILL X.S. 513+17.15 143RD ST FILL X.S. 512+46.78 143RD ST FILL X.S. 512+23.01 143RD ST FILL X.S. 512+11.73 143RD ST FILL X.S. 514+64.57 143RD ST FILL X.S. 514+20.00 143RD ST FILL X.S. 514+14.16 143RD ST FILL X.S. 509+94.31 WND COMP STORAGE X.S. 509+99.36 WND COMP STORAGE X.S. 510+09.94 WND COMP STORAGE X.S. 510+58.45 WND COMP STORAGE X.S. 510+79.99 WND COMP STORAGE X.S. 510+71.42 WND COMP STORAGE X.S. 511+08.51 WND COMP STORAGE X.S. 510+33.54 WND COMP STORAGE X.S. 510+40.15 WND COMP STORAGE X.S. 511+65.47 WND COMP STORAGE X.S. 511+73.67 WND COMP STORAGE X.S. 513+30.25 WND COMP STORAGE X.S. 513+63.33 WND COMP STORAGE X.S. 513+66.94 WND COMP STORAGE X.S. 514+78.52 WND COMP STORAGE X.S. 514+93.42 WND COMP STORAGE X.S. 514+99.19 WND COMP STORAGE X.S. A-T (SOUTH TO NORTH) WND FILL T = X.S. 3+71.89 S = X.S. 3+65.69 R = X.S. 3+38.70 Q = X.S. 3+23.21 P = X.S. 3+09.87 O = X.S. 2+99.20 N = X.S. 2+93.90 M = X.S. 2+84.77 L = X.S. 2+83.78 K = X.S. 2+80.45 J = X.S. 2+76.23 I = X.S. 2+12.69 H = X.S. 2+06.50 G = X.S. 2+05.53 F = X.S. 1+97.00 E = X.S. 1+86.78 D = X.S. 1+71.67 C = X.S. 1+59.52 B = X.S. 1+45.98 A = X.S. 1+41.29 D UPA GE RIVER DU PAG E R IVERWEST NORMAN DRAINWEST NORMAN DRAIN  Copyright CMT,License No. 184-000613 US-30 / W 143RD ST NAPERVILLE RDPROPOSED 143RD ST ONLY ONLY ONLYONLYONLY ONLYONLYONLY ONLY ONLY ONLYONLY ONLY ONLY ONLYONLY ONLY ONLY ONLYONLY ONLY ONLY ONLY ONLYONLYONLYONLY ONLY ONLY ONLY 600.0000 ' / in.Alec SeryXX.XX_Detailed_Roadway_Cross Section_Location_Map.dgn Default 1"=300'11/23/2020 (8:25:54 PM) == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_color.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Drawings\Exhibits\Hydraulic Reports\..T.R. = NO S.E.P.C. STA. = 3408+31.33P.T. STA. = 3411+88.55T.R. = NO S.E.P.C. STA. = 3411+88.55P.T. STA. = 3415+45.46S.E. RUN = N/A S.E. RUN = N/A T.R. = NO S.E.P.C. STA. = 3408+31.33P.T. STA. = 3411+88.55T.R. = NO S.E.P.C. STA. = 3411+88.55P.T. STA. = 3415+45.46S.E. RUN = N/A S.E. RUN = N/AT.R. = NO S.E.P.C. STA. = 3411+88.55P.T. STA. = 3415+45.46S.E. RUN = N/A T.R. = NO S.E.P.C. STA. = 3411+88.55P.T. STA. = 3415+45.46S.E. RUN = N/A DETAILED FILL AND COMPENSATORY STORAGE CROSS SECTION LOCATION MAP DUPAGE RIVER HYDRAULIC REPORT WILL06-00040-00-FP0380 U. MODEL NAME = FILE NAME = SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - 11/23/2020 0 300 600 900 SCALE IN FEET ILLINOIS 59 ILLINOIS 59 ILLINOIS 126 X.S. 523+95.25 143RD FILL X.S. 524+18.90 143RD FILL X.S. 524+47.02 143RD FILL X.S. 525+00.00 143RD FILL X.S. 525+59.79 143RD FILL X.S. 525+81.14 143RD FILL X.S. 526+02.55 143RD FILL X.S. 526+06.39 143RD FILL X.S. 526+20.81 143RD FILL X.S. 526+35.97 143RD FILL X.S. 534+85.92 143RD FILL X.S. 535+00.82 143RD FILL X.S. 535+30.47 143RD FILL X.S. 535+33.32 143RD FILL X.S. 535+49.70 143RD FILL X.S. 535+62.12 143RD FILL X.S. 535+63.87 143RD FILL X.S. 535+73.58 143RD FILL X.S. 535+96.78 143RD FILL X.S. 536+34.06 143RD FILL X.S. 536+71.76 143RD FILL X.S. 536+83.10 143RD FILL X.S. 3397+49.01 IL-59 FILL X.S. 3397+78.71 IL-59 FILL X.S. 3396+72.00 IL-59 FILL X.S. 3396+69.71 IL-59 FILL 6 9 1 - MULTI-USE PATH FILL STA 3+38.50 2 - MULTI-USE PATH FILL STA 3+42.19 3 - MULTI-USE PATH FILL STA 3+54.72 4 - MULTI-USE PATH FILL STA 3+66.00 5 - MULTI-USE PATH FILL STA 4+00.00 6 - MULTI-USE PATH FILL STA 4+56.00 7 - MULTI-USE PATH FILL STA 5+10.00 8 - MULTI-USE PATH FILL STA 5+46.00 9 - MULTI-USE PATH FILL STA 5+76.00 10 - MULTI-USE PATH FILL STA 6+24.00 11 - MULTI-USE PATH FILL STA 6+60.00 12 - MULTI-USE PATH FILL STA 7+21.00 X.S. 0+40.39 DUPAGE RIVER FILL X.S. 0+76.71 DUPAGE RIVER FILL X.S. 0+91.18 DUPAGE RIVER FILL X.S. 1+16.53 DUPAGE RIVER FILL X.S. 1+38.09 DUPAGE RIVER FILL X.S. 1+71.65 DUPAGE RIVER FILL X.S. 1+81.58 DUPAGE RIVER FILL X.S. 2+13.94 DUPAGE RIVER FILL X.S. 0+2+39.96 DUPAGE RIVER FILL A - BRIDGE PIER FILL NO. 1 B - BRIDGE PIER FILL NO. 2 X.S. 6+32.57 DUPAGE RIVER COMP STORAGE X.S. 6+34.67 DUPAGE RIVER COMP STORAGE X.S. 6+65.28 DUPAGE RIVER COMP STORAGE X.S. 6+73.80 DUPAGE RIVER COMP STORAGE X.S. 6+91.53 DUPAGE RIVER COMP STORAGE X.S. 7+21.74 DUPAGE RIVER COMP STORAGE X.S. 8+24.87 DUPAGE RIVER COMP STORAGE X.S. 8+48.39 DUPAGE RIVER COMP STORAGE X.S. 8+53.90 DUPAGE RIVER COMP STORAGE X.S. 8+74.26 DUPAGE RIVER COMP STORAGE X.S. 9+02.88 DUPAGE RIVER COMP STORAGE X.S. 9+20.84 DUPAGE RIVER COMP STORAGE X.S. 9+60.03 DUPAGE RIVER COMP STORAGE X.S. 9+69.18 DUPAGE RIVER COMP STORAGE X.S. 9+76.71 DUPAGE RIVER COMP STORAGE X.S. 9+81.22 DUPAGE RIVER COMP STORAGE X.S. 9+92.66 DUPAGE RIVER COMP STORAGE X.S. 10+02.72 DUPAGE RIVER COMP STORAGE E (1 TO 5) - BRIDGE PIER FILL NO. 5 D (1 TO 5) - BRIDGE PIER FILL NO. 4 C (1 TO 5) - BRIDGE PIER FILL NO. 3 F (1 TO 5) - BRIDGE PIER FILL NO. 6 A B5 7 C 8 10 12 11 1 2 3 4 E FD D UPA GE RIVER DU PAG E RIVER  Copyright CMT,License No. 184-000613 US-30 / W 143RD ST NAPERVILLE RDPROPOSED 143RD ST ONLY ONLY ONLYONLYONLY ONLY ONLY ONLYONLYONLYONLY ONLY ONLYONLYONLYONLY ONLY400.0000 ' / in.Alec SeryLDS_Detailed_Roadway_Cross Section_Location_Map.dgn Default 1"=200'11/23/2020 (8:27:48 PM) == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_color.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\Exhibits for Drainage Reports\..ILLINOIS 126 ILLINOIS 126 DETAILED FILL AND COMPENSATORY STORAGE CROSS SECTION LOCATION MAP LOCATION DRAINAGE STUDY WILL06-00040-00-FP0380 U. MODEL NAME = FILE NAME = SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - 11/23/2020 527 528 529 530+00 531 532 533 534 535+00 536 537 538 539 540+00 541 542 543 544 545+00 546 547 548 549 550+00 551 552 553 554 555+00 556 557 558 559 560+00 561 562 563 564 565+00 566 567 568 569 570+00 571 572 573 574 X.S. 548+41.35 143RD ST FLETCHER LAKE FILL X.S. 549+01.21 143RD ST FLETCHER LAKE FILL X.S. 549+16.64 143RD ST FLETCHER LAKE FILL X.S. 549+31.21 143RD ST FLETCHER LAKE FILL X.S. 550+09.18 143RD ST FLETCHER LAKE FILL X.S. 550+27.14 143RD ST FLETCHER LAKE FILL X.S. 550+57.11 143RD ST FLETCHER LAKE FILL X.S. 551+14.12 143RD ST FLETCHER LAKE FILL X.S. 552+25.07 143RD ST FLETCHER LAKE FILL X.S. 552+70.02 143RD ST FLETCHER LAKE FILL X.S. 553+21.08 143RD ST FLETCHER LAKE FILL X.S. 553+69.14 143RD ST FLETCHER LAKE FILL X.S. 554+20.10 143RD ST FLETCHER LAKE FILL X.S. 554+41.12 143RD ST FLETCHER LAKE FILL X.S. 554+95.69 143RD ST FLETCHER LAKE FILL X.S. 555+38.28 143RD ST FLETCHER LAKE FILL X.S. 556+10.28 143RD ST FLETCHER LAKE FILL X.S. 556+22.27 143RD ST FLETCHER LAKE FILL X.S. 556+94.27 143RD ST FLETCHER LAKE FILL X.S. 557+72.28 143RD ST FLETCHER LAKE FILL X.S. 558+38.28 143RD ST FLETCHER LAKE FILL X.S. 558+62.28 143RD ST FLETCHER LAKE FILL X.S. 559+64.28 143RD ST FLETCHER LAKE FILL X.S. 559+94.28 143RD ST FLETCHER LAKE FILL X.S. 560+12.28 143RD ST FLETCHER LAKE FILL X.S. 560+48.28 143RD ST FLETCHER LAKE FILL X.S. 560+90.27 143RD ST FLETCHER LAKE FILL X.S. 561+62.27 143RD ST FLETCHER LAKE FILL X.S. 562+18.14 143RD ST FLETCHER LAKE FILL X.S. 562+54.13 143RD ST FLETCHER LAKE FILL X.S. 562+90.13 143RD ST FLETCHER LAKE FILL X.S. 563+35.11 143RD ST FLETCHER LAKE FILL X.S. 564+04.14 143RD ST FLETCHER LAKE FILL X.S. 564+64.08 143RD ST FLETCHER LAKE FILL X.S. 565+16.10 143RD ST FLETCHER LAKE FILL X.S. 565+52.44 143RD ST FLETCHER LAKE FILL X.S. 565+92.00 143RD ST FLETCHER LAKE FILL X.S. 5+14.31 EAST BASS AND GILL COMP STORAGE X.S. 5+39.31 EAST BASS AND GILL COMP STORAGE X.S. 5+64.31 EAST BASS AND GILL COMP STORAGE X.S. 5+74.31 EAST BASS AND GILL COMP STORAGE X.S. 5+84.31 EAST BASS AND GILL COMP STORAGE X.S. 5+94.31 EAST BASS AND GILL COMP STORAGE X.S. 6+04.31 EAST BASS AND GILL COMP STORAGE X.S. 1+35.00 LILY CACHE COMP STORAGE X.S. 1+40.00 LILY CACHE COMP STORAGE X.S. 1+45.00 LILY CACHE COMP STORAGE X.S. 1+50.00 LILY CACHE COMP STORAGE X.S. 1+55.00 LILY CACHE COMP STORAGE X.S. 1+60.00 LILY CACHE COMP STORAGE X.S. 1+71.70 LILY CACHE COMP STORAGE X.S. 1+89.61 LILY CACHE COMP STORAGE X.S. 2+09.64 LILY CACHE COMP STORAGE X.S. 2+31.13 LILY CACHE COMP STORAGE X.S. 2+38.20 LILY CACHE COMP STORAGE X.S. 2+57.24 LILY CACHE COMP STORAGE X.S. 2+60.30 LILY CACHE COMP STORAGE X.S. 2+74.37 LILY CACHE COMP STORAGE X.S. 2+92.37 LILY CACHE COMP STORAGE X.S. 3+02.66 LILY CACHE COMP STORAGE X.S. 3+09.59 LILY CACHE COMP STORAGE X.S. 1+04.83 IL 126 CULVERT FILL X.S. 1+11.37 IL 126 CULVERT FILL X.S. 1+19.87 IL 126 CULVERT FILL X.S. 1+26.79 IL 126 CULVERT FILL X.S. 1+29.24 IL 126 CULVERT FILL X.S. 1+40.63 IL 126 CULVERT FILL X.S. 1+52.36 IL 126 CULVERT FILL X.S. 1+98.36 IL 126 CULVERT FILL X.S. 2+08.57 IL 126 CULVERT FILL X.S. 2+14.49 IL 126 CULVERT FILL X.S. 2+22.60 IL 126 CULVERT FILL X.S. 2+29.37 IL 126 CULVERT FILL X.S. 2+32.04 IL 126 CULVERT FILL X.S. 2+40.84 IL 126 CULVERT FILL X.S. 2+51.93 IL 126 CULVERT FILL X.S. 2+57.03 IL 126 CULVERT FILL X.S. 0+00.00 EAST BASS AND GILL COMP STORAGE X.S. 0+04.31 EAST BASS AND GILL COMP STORAGE X.S. 0+14.31 EAST BASS AND GILL COMP STORAGE X.S. 0+39.31 EAST BASS AND GILL COMP STORAGE X.S. 0+64.31 EAST BASS AND GILL COMP STORAGE X.S. 0+89.31 EAST BASS AND GILL COMP STORAGE X.S. 1+14.31 EAST BASS AND GILL COMP STORAGE X.S. 1+39.31 EAST BASS AND GILL COMP STORAGE X.S. 1+64.31 EAST BASS AND GILL COMP STORAGE X.S. 1+89.31 EAST BASS AND GILL COMP STORAGE X.S. 2+14.31 EAST BASS AND GILL COMP STORAGE X.S. 2+39.31 EAST BASS AND GILL COMP STORAGE X.S. 2+64.31 EAST BASS AND GILL COMP STORAGE X.S. 2+89.31 EAST BASS AND GILL COMP STORAGE X.S. 3+14.31 EAST BASS AND GILL COMP STORAGE X.S. 3+39.31 EAST BASS AND GILL COMP STORAGE X.S. 3+64.31 EAST BASS AND GILL COMP STORAGE X.S. 3+89.31 EAST BASS AND GILL COMP STORAGE X.S. 4+14.31 EAST BASS AND GILL COMP STORAGE X.S. 4+39.31 EAST BASS AND GILL COMP STORAGE X.S. 4+64.31 EAST BASS AND GILL COMP STORAGE X.S. 4+89.31 EAST BASS AND GILL COMP STORAGE X.S. 0+00.00 WEST BASS AND GILL COMP STORAGE X.S. 0+11.08 WEST BASS AND GILL COMP STORAGE X.S. 0+49.61 WEST BASS AND GILL COMP STORAGE X.S. 0+64.30 WEST BASS AND GILL COMP STORAGE X.S. 0+70.30 WEST BASS AND GILL COMP STORAGE X.S. 0+95.30 WEST BASS AND GILL COMP STORAGE X.S. 1+20.30 WEST BASS AND GILL COMP STORAGE X.S. 1+45.30 WEST BASS AND GILL COMP STORAGE X.S. 1+70.30 WEST BASS AND GILL COMP STORAGE X.S. 1+95.30 WEST BASS AND GILL COMP STORAGE X.S. 2+20.30 WEST BASS AND GILL COMP STORAGE X.S. 2+45+30 WEST BASS AND GILL COMP STORAGE X.S. 2+70.30 WEST BASS AND GILL COMP STORAGE X.S. 3+06.50 WEST BASS AND GILL COMP STORAGE X.S. 3+18.69 WEST BASS AND GILL COMP STORAGE X.S. 3+39.68 WEST BASS AND GILL COMP STORAGE X.S. 3+54.63 WEST BASS AND GILL COMP STORAGE X.S. 3+69.17 WEST BASS AND GILL COMP STORAGE X.S. 3+70.91 WEST BASS AND GILL COMP STORAGE X.S. 3+83.92 WEST BASS AND GILL COMP STORAGE X.S. 3+86.15 WEST BASS AND GILL COMP STORAGE X.S. 3+94.01 WEST BASS AND GILL COMP STORAGE 0 200 400 600 SCALE IN FEET DUPAG E RI VERDU PAG E R IVER DRAI NWES T NOR MANFLETCHER LAKE MAIN LAKE STRIKE LAKE LILY CACHE CREEK Copyright CMT,License No. 184-000613NAPERV ILLE RDPROPOSED 143RD ST 143RD ST 143rd STREET EXTENSION PHASE I ADDENDUM LOCATION DRAINAGE STUDY JANUARY 2020 REVISED: MARCH 2021 Appendix B EXHIBIT 3-00B: FILL AND COMPENSATORY STORAGE CROSS SECTIONS WEST NORMAN DRAIN FILL Alec Sery == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..20.0000 ' / in. D1143-sht-XSC-143rd_WestNormanFill.dgn Default 11/20/2020 (7:05:11 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)1 143RD STREET FILL 11 506+88.27 111 506+88.27 507+15.00 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 595 595 507+15 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 595 595 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 600 605 610 615 620 625 600 605 610 615 620 6250102030405060708090100110120130140150102030405060708090100110120130140150 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.80 SQ FT 0.0 SQ FT 100-YEAR FLOOD EL 608.72 WSE = NATURAL WATER EL 601.33 600 605 610 615 620 625 600 605 610 615 620 6250102030405060708090100110120130140150102030405060708090100110120130140150 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.0 SQ FT 0.0 SQ FT 100-YEAR FLOOD EL 608.72 WSE = NATURAL WATER EL 601.33  Copyright CMT,License No. 184-000613 Alec Sery == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..20.0000 ' / in. D1143-sht-XSC-143rd_WestNormanFill.dgn Default 11/20/2020 (7:05:12 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V) 143RD STREET FILL 112 211 507+77.78 507+54.00 507+77.78 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 595 595 507+54 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 595 600 605 610 615 620 625 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 595 600 605 610 615 620 6250102030405060708090100110120130140150102030405060708090100110120130140150 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 10-YEAR FLOOD EL 606.75 100-YEAR FLOOD EL 608.72 4.35 SQ FT 0.0 SQ FT WSE = NATURAL WATER EL 601.33 600 605 610 615 620 625 600 605 610 615 620 6250102030405060708090100110120130140150102030405060708090100110120130140150 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.37 SQ FT 0.0 SQ FT 10-YEAR FLOOD EL 606.75 100-YEAR FLOOD EL 608.72 WSE = NATURAL WATER EL 601.33  Copyright CMT,License No. 184-000613 Alec Sery == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..20.0000 ' / in. D1143-sht-XSC-143rd_WestNormanFill.dgn Default 11/20/2020 (7:05:13 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)3 143RD STREET FILL 11 508+29.95 311 508+00.00 508+29.95 508+00 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 595 600 605 610 615 620 625 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 595 600 605 610 615 620 6250102030405060708090100110120130140150102030405060708090100110120130140150 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 18.40 SQ FT 2.59 SQ FT 10-YEAR FLOOD EL 606.75 100-YEAR FLOOD EL 608.72 WSE = NATURAL WATER EL 601.33 595 600 605 610 615 620 625 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 595 600 605 610 615 620 6250102030405060708090100110120130140150102030405060708090100110120130140150 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 13.83 SQ FT 0.10 SQ FT 10-YEAR FLOOD EL 606.75 100-YEAR FLOOD EL 608.72 WSE = NATURAL WATER EL 601.33  Copyright CMT,License No. 184-000613 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 Alec Sery == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..20.0000 ' / in. D1143-sht-XSC-143rd_WestNormanFill.dgn Default 509+0011/20/2020 (7:05:14 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)4 143RD STREET FILL 11 411 508+43.60 509+00.00 508+43.60 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 595 600 605 610 615 620 625 595 600 605 610 615 620 6250102030405060708090100110120130140150102030405060708090100110120130140150 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 49.02 SQ FT 32.71 SQ FT 10-YEAR FLOOD EL 606.75 100-YEAR FLOOD EL 608.72 WSE = NATURAL WATER EL 601.33 595 600 605 610 615 620 625 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 595 600 605 610 615 620 6250102030405060708090100110120130140150102030405060708090100110120130140150 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 10-YEAR FLOOD EL 606.75 100-YEAR FLOOD EL 608.72 19.67 SQ FT 5.48 SQ FT WSE = NATURAL WATER EL 601.33  Copyright CMT,License No. 184-000613 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 Alec Sery == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..20.0000 ' / in. D1143-sht-XSC-143rd_WestNormanFill.dgn Default 509+50 510+0011/20/2020 (7:05:15 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)5 143RD STREET FILL 11 511 509+50.00 510+00.00 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 595 600 605 610 615 620 625 595 600 605 610 615 620 6250102030405060708090100110120130140150102030405060708090100110120130140150 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 59.82 SQ FT 54.73 SQ FT 10-YEAR FLOOD EL 606.75 100-YEAR FLOOD EL 608.72 WSE = NATURAL WATER EL 601.33 595 600 605 610 615 620 625 595 600 605 610 615 620 6250102030405060708090100110120130140150102030405060708090100110120130140150 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 53.82 SQ FT 43.50 SQ FT 10-YEAR FLOOD EL 606.75 100-YEAR FLOOD EL 608.72 WSE = NATURAL WATER EL 601.33  Copyright CMT,License No. 184-000613 Alec Sery == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..20.0000 ' / in. D1143-sht-XSC-143rd_WestNormanFill.dgn Default 11/20/2020 (7:05:16 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)6 143RD STREET FILL 11 SEE DUPAGE RIVER FILL 510+60.82 611 510+44.00 510+60.82 130 140 1509010011050607080010203040102030405060708090100110120130140150120 0 10 20 30102030405060708090100110120130140150 510+44 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 595 600 605 610 615 620 625 595 600 605 610 615 620 6250102030102030405060708090100110120130140150 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 10-YEAR FLOOD EL 606.75 100-YEAR FLOOD EL 608.72 WSE = NATURAL WATER EL 601.33 14.76 SQ FT 10.26 SQ FT 595 600 605 610 615 620 625 595 600 605 610 615 620 6250102030405060708090100110120130140150102030405060708090100110120130140150 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 66.63 SQ FT 64.59 SQ FT 10-YEAR FLOOD EL 606.75 100-YEAR FLOOD EL 608.72 WSE = NATURAL WATER EL 601.33  Copyright CMT,License No. 184-000613 Alec Sery == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..20.0000 ' / in. D1143-sht-XSC-143rd_WestNormanFill.dgn Default 11/20/2020 (7:05:16 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)7 143RD STREET FILL 11 511+80.05 511+84.84 711 511+80.05 511+84.84 130 140 1509010011050607080010203040102030405060708090100110120130140150120 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150625625 625 625 130 140 1509010011050607080010203040102030405060708090100110120130140150120 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 595 600 605 610 615 620 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 10-YEAR FLOOD EL 606.75 100-YEAR FLOOD EL 608.72 WSE = NATURAL WATER EL 601.33 7.44 SQ FT 0.0 SQ FT 595 600 605 610 615 620 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.0 SQ FT 0.0 SQ FT 10-YEAR FLOOD EL 606.75 100-YEAR FLOOD EL 608.72 WSE = NATURAL WATER EL 601.33  Copyright CMT,License No. 184-000613 Alec Sery == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..20.0000 ' / in. D1143-sht-XSC-143rd_WestNormanFill.dgn Default 11/20/2020 (7:05:17 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)8 143RD STREET FILL 11 512+11.73 512+23.01 811 512+23.01 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 625625 625 625 512+11.73 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 595 600 605 610 615 620 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 10-YEAR FLOOD EL 606.75 100-YEAR FLOOD EL 608.72 27.86 SQ FT 3.15 SQ FT WSE = NATURAL WATER EL 601.33 595 600 605 610 615 620 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 10-YEAR FLOOD EL 606.75 100-YEAR FLOOD EL 608.72 28.26 SQ FT 3.64 SQ FT WSE = NATURAL WATER EL 601.33  Copyright CMT,License No. 184-000613 Alec Sery == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..20.0000 ' / in. D1143-sht-XSC-143rd_WestNormanFill.dgn Default 11/20/2020 (7:05:18 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)9 143RD STREET FILL 11 911 512+46.78 513+17.15 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150625625 625625 513+17.15512+46.78 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 595 600 605 610 615 620 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 27.86 SQ FT 0.66 SQ FT 10-YEAR FLOOD EL 606.75 100-YEAR FLOOD EL 608.72 WSE = NATURAL WATER EL 601.33 595 600 605 610 615 620 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 10-YEAR FLOOD EL 606.75 100-YEAR FLOOD EL 608.72 28.20 SQ FT 2.13 SQ FT WSE = NATURAL WATER EL 601.33  Copyright CMT,License No. 184-000613 Alec Sery == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..20.0000 ' / in. D1143-sht-XSC-143rd_WestNormanFill.dgn Default 11/20/2020 (7:05:19 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V) 143RD STREET FILL 1110 514+64.57 1011 514+64.57 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150625625 514+20.00 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150625625 514+20 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 595 600 605 610 615 620 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 10.33 SQ FT 0.0 SQ FT 100-YEAR FLOOD EL 608.72 WSE = NATURAL WATER EL 601.33 595 600 605 610 615 620 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 18.89 SQ FT 0.0 SQ FT 10-YEAR FLOOD EL 606.75 100-YEAR FLOOD EL 608.72 WSE = NATURAL WATER EL 601.33  Copyright CMT,License No. 184-000613 515+14.16 625 6250102030405060708090100110120130140150102030405060708090100110120130140150 Alec Sery == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..20.0000 ' / in. D1143-sht-XSC-143rd_WestNormanFill.dgn Default 11/20/2020 (7:05:20 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V) 143RD STREET FILL 1111 515+14.16 1111 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 595 600 605 610 615 620 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 100-YEAR FLOOD EL 608.72 0.0 SQ FT 0.0 SQ FT WSE = NATURAL WATER EL 601.33  Copyright CMT,License No. 184-000613 Alec Sery == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..20.0000 ' / in. D1143-sht-XSC-WND_WestNormanFill.dgn Default 8 11/20/2020 (2:21:55 PM)1"=10':5' (H:V)1 PROPOSED WEST NORMAN DRAIN FILL WEST NORMAN DRAIN HYDRAULIC REPORT 8 1+41.29 1+45.98 1 595 600 605 610 615 620 595 600 605 610 615 620 595 600 605 610 615 620 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 0 10 20 30 40 50 60 70 80 90 941020304046 0 10 20 30 40 50 60 70 80 90 941020304046 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.0 SQ FT 0.0 SQ FT 100-YEAR FLOOD EL 608.88 10-YEAR FLOOD EL 607.29 WSE = NATURAL WATER EL 601.46 0 10 20 30 40 50 60 70 80 90921020304047 595 600 605 610 615 6200102030405060708090921020304047 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.0 SQ FT 0.0 SQ FT 100-YEAR FLOOD EL 608.87 10-YEAR FLOOD EL 607.28 WSE = NATURAL WATER EL 601.45  Copyright CMT,License No. 184-000613 Alec Sery == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..20.0000 ' / in. D1143-sht-XSC-WND_WestNormanFill.dgn Default 8 11/20/2020 (2:21:56 PM)1"=10':5' (H:V)2 PROPOSED WEST NORMAN DRAIN FILL WEST NORMAN DRAIN HYDRAULIC REPORT 8 1+59.52 1+71.67 2 0 10 20 30 40 50 60 70 80 861020304049 595 600 605 610 615 620 595 600 605 610 615 620 595 600 605 610 615 620 595 600 605 610 615 620 0 10 20 30 40 50 60 70 80 881020304048 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 0 10 20 30 40 50 60 70 80 861020304049 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.0 SQ FT 0.0 SQ FT 100-YEAR FLOOD EL 608.81 10-YEAR FLOOD EL 607.02 WSE = NATURAL WATER EL 601.40 0 10 20 30 40 50 60 70 80 881020304048 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.0 SQ FT 0.0 SQ FT 100-YEAR FLOOD EL 608.83 10-YEAR FLOOD EL 607.11 WSE = NATURAL WATER EL 601.41  Copyright CMT,License No. 184-000613 Alec Sery == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..20.0000 ' / in. D1143-sht-XSC-WND_WestNormanFill.dgn Default 8 11/20/2020 (2:21:57 PM)1"=10':5' (H:V)3 PROPOSED WEST NORMAN DRAIN FILL WEST NORMAN DRAIN HYDRAULIC REPORT 8 1+86.78 1+97.00 3 0 10 20 30 40 50 60 70 80 861020304049 0 10 20 30 40 50 60 70 80 861020304049 595 600 605 610 615 620 595 600 605 610 615 620 595 600 605 610 615 620 595 600 605 610 615 620 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 0 10 20 30 40 50 60 70 80 861020304049 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 175.17 SQ FT 164.62 SQ FT 100-YEAR FLOOD EL 608.76 10-YEAR FLOOD EL 606.85 WSE = NATURAL WATER EL 601.37 0 10 20 30 40 50 60 70 80 861020304049 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 183.91 SQ FT 153.53 SQ FT 100-YEAR FLOOD EL 608.77 10-YEAR FLOOD EL 606.86 WSE = NATURAL WATER EL 601.37  Copyright CMT,License No. 184-000613 Alec Sery == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..20.0000 ' / in. D1143-sht-XSC-WND_WestNormanFill.dgn Default 8 11/20/2020 (2:21:58 PM)1"=10':5' (H:V)4 PROPOSED WEST NORMAN DRAIN FILL WEST NORMAN DRAIN HYDRAULIC REPORT 8 2+05.53 2+06.50 4 0 10 20 30 40 50 60 70 80 861020304049 0 10 20 30 40 50 60 70 80 861020304049 595 600 605 610 615 620 595 600 605 610 615 620 595 600 605 610 615 620 595 600 605 610 615 620 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 0 10 20 30 40 50 60 70 80 861020304049 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 30.71 SQ FT 0.0 SQ FT 100-YEAR FLOOD EL 608.76 10-YEAR FLOOD EL 606.83 WSE = NATURAL WATER EL 601.36 0 10 20 30 40 50 60 70 80 861020304049 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 108.85 SQ FT 18.79 SQ FT 100-YEAR FLOOD EL 608.76 10-YEAR FLOOD EL 606.83 WSE = NATURAL WATER EL 601.36  Copyright CMT,License No. 184-000613 2+12.69 0 10 20 30 40 50 60 70 80 861020304049 595 600 605 610 615 620 595 600 605 610 615 620 Alec Sery == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..20.0000 ' / in. D1143-sht-XSC-WND_WestNormanFill.dgn Default 8 11/20/2020 (2:21:59 PM)1"=10':5' (H:V)5 PROPOSED WEST NORMAN DRAIN FILL WEST NORMAN DRAIN HYDRAULIC REPORT 8 5 0 10 20 30 40 50 60 70 80 861020304049 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.0 SQ FT 0.0 SQ FT 100-YEAR FLOOD EL 608.75 10-YEAR FLOOD EL 606.82 WSE = NATURAL WATER EL 601.36 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME =  Copyright CMT,License No. 184-000613 Alec Sery == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..20.0000 ' / in. D1143-sht-XSC-WND_WestNormanFill.dgn Default 8 11/20/2020 (2:21:59 PM)1"=10':5' (H:V)6 PROPOSED WEST NORMAN DRAIN FILL WEST NORMAN DRAIN HYDRAULIC REPORT 8 2+76.23 2+80.45 2+83.78 2+84.77 595 600 605 610 615 620 595 600 605 610 615 620 595 600 605 610 615 620 595 600 605 610 615 620 595 600 605 610 615 620 595 600 605 610 615 620 595 600 605 610 615 620 595 600 605 610 615 620 3.04 SQ FT 0.0 SQ FT 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0 10 20 30 40 4610203034 0 10 20 30 40 4610203034 0 10 20 30 40 4610203034 0.0 SQ FT 0.0 SQ FT 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.0 SQ FT 0.0 SQ FT 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0 10 20 30 40 4610203034 6 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.0 SQ FT 0.0 SQ FT U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 0 10 20 30 40 4610203034 100-YEAR FLOOD EL 608.71 10-YEAR FLOOD EL 606.73 WSE = NATURAL WATER EL 601.33 0 10 20 30 40 4610203034 100-YEAR FLOOD EL 608.71 10-YEAR FLOOD EL 606.72 WSE = NATURAL WATER EL 601.33 0 10 20 30 40 4610203034 100-YEAR FLOOD EL 608.71 10-YEAR FLOOD EL 606.73 WSE = NATURAL WATER EL 601.33 0 10 20 30 40 4610203034 100-YEAR FLOOD EL 608.71 10-YEAR FLOOD EL 606.72 WSE = NATURAL WATER EL 601.32  Copyright CMT,License No. 184-000613 Alec Sery == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..20.0000 ' / in. D1143-sht-XSC-WND_WestNormanFill.dgn Default 8 11/20/2020 (2:22:00 PM)1"=10':5' (H:V)7 PROPOSED WEST NORMAN DRAIN FILL WEST NORMAN DRAIN HYDRAULIC REPORT 8 2+93.90 2+99.20 3+09.87 3+23.21 595 600 605 610 615 620 595 600 605 610 615 620 595 600 605 610 615 620 595 600 605 610 615 620 0 10 20 30 40 4610203034 595 600 605 610 615 620 595 600 605 610 615 620 595 600 605 610 615 620 595 600 605 610 615 620 0.0 SQ FT 0.0 SQ FT 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.0 SQ FT 0.0 SQ FT 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.0 SQ FT 0.0 SQ FT 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 31.16 SQ FT 57.54 SQ FT 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 7 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 0 10 20 30 40 4610203034 0 10 20 30 40 4610203034 100-YEAR FLOOD EL 608.70 10-YEAR FLOOD EL 606.71 WSE = NATURAL WATER EL 601.32 0 10 20 30 40 4610203034 100-YEAR FLOOD EL 608.69 10-YEAR FLOOD EL 606.68 WSE = NATURAL WATER EL 601.31 0 10 20 30 40 4610203034 0 10 20 30 40 4610203034 100-YEAR FLOOD EL 608.70 10-YEAR FLOOD EL 606.70 WSE = NATURAL WATER EL 601.32 0 10 20 30 40 4610203034 0 10 20 30 40 4610203034 100-YEAR FLOOD EL 608.68 10-YEAR FLOOD EL 606.66 WSE = NATURAL WATER EL 601.31  Copyright CMT,License No. 184-000613 Alec Sery == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..20.0000 ' / in. D1143-sht-XSC-WND_WestNormanFill.dgn Default 8 11/20/2020 (2:22:01 PM)1"=10':5' (H:V)8 PROPOSED WEST NORMAN DRAIN FILL WEST NORMAN DRAIN HYDRAULIC REPORT 8 3+38.70 3+65.69 3+71.89 620 615 610 605 600 595 620 615 610 605 600 595 620 615 610 605 600 595 8 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.0 SQ FT 0.0 SQ FT 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.0 SQ FT 0.0 SQ FT 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.0 SQ FT 0.0 SQ FT U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 0 10 20 30 40 5010203034 595 600 605 610 615 6200102030405010203034 100-YEAR FLOOD EL 608.67 WSE = NATURAL WATER EL 601.30 10-YEAR FLOOD EL 606.64 0 10 20 30 40 50102028 595 600 605 610 615 62001020304050102028 100-YEAR FLOOD EL 608.66 10-YEAR FLOOD EL 606.62 WSE = NATURAL WATER EL 601.29 0 10 20 30 40 50102025 595 600 605 610 615 62001020304050102025 100-YEAR FLOOD EL 608.65 10-YEAR FLOOD EL 606.62 WSE = NATURAL WATER EL 601.29  Copyright CMT,License No. 184-000613 143rd STREET EXTENSION PHASE I ADDENDUM LOCATION DRAINAGE STUDY JANUARY 2020 REVISED: MARCH 2021 Appendix B EXHIBIT 3-00B: FILL AND COMPENSATORY STORAGE CROSS SECTIONS DUPAGE RIVER FILL Alec Sery == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..20.0000 ' / in. D1143-sht-XSC-143rd-STREET_DuPageCompStorage.dgn Default 12/4/2020 (9:37:48 AM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)1 523+95.25 524+18.90 143RD STREET FILL 11 111 523+95.25 524+18.90 U. 0380 WILL06-00040-00-FP 05/27/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 595 600 605 610 615 620 625 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 595 600 605 610 615 620 6250102030405060708090100110120130140150102030405060708090100110120130140150 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.02 SQ FT 0.0 SQ FT 100-YEAR FLOOD EL 606.91 10-YEAR FLOOD EL 604.85 WSE FROM CROSS SECTION 107900 BU FLOODPLAIN NOT IN FLOODWAYFRINGE FLOOD FRINGE FLOOD 595 600 605 610 615 620 625 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 595 600 605 610 615 620 6250102030405060708090100110120130140150102030405060708090100110120130140150 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 100-YEAR FLOOD EL 606.91 10-YEAR FLOOD EL 604.85 54.61 SQ FT 7.01 SQ FT WSE FROM CROSS SECTION 107900 BU FRINGE FLOOD FLOODPLAIN NOT IN FRINGE FLOOD FLOODWAY  Copyright CMT,License No. 184-000613 524+47.02 525+00.00 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..143RD STREET FILL 11Alec Sery20.0000 ' / in. D1143-sht-XSC-143rd-STREET_DuPageCompStorage.dgn Default 12/4/2020 (9:37:49 AM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)2 211 524+47.02 525+00.00 U. 0380 WILL06-00040-00-FP 05/27/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 595 600 605 610 615 620 625 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 595 600 605 610 615 620 6250102030405060708090100110120130140150102030405060708090100110120130140150 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 277.75 SQ FT 81.14 SQ FT 100-YEAR FLOOD EL 606.91 10-YEAR FLOOD EL 604.85 WSE FROM CROSS SECTION 107900 BU FRINGE FLOOD FLOODWAY 595 600 605 610 615 620 625 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 595 600 605 610 615 620 6250102030405060708090100110120130140150102030405060708090100110120130140150 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 340.18 SQ FT 301.22 SQ FT 100-YEAR FLOOD EL 606.91 10-YEAR FLOOD EL 604.85 WSE FROM CROSS SECTION 107900 BU FRINGE FLOOD FLOODWAY  Copyright CMT,License No. 184-000613 525+59.79 525+81.14 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..143RD STREET FILL 11Alec Sery20.0000 ' / in. D1143-sht-XSC-143rd-STREET_DuPageCompStorage.dgn Default 12/4/2020 (9:37:50 AM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)3 311 525+59.79 525+81.14 U. 0380 WILL06-00040-00-FP 05/27/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 595 600 605 610 615 620 625 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 595 600 605 610 615 620 6250102030405060708090100110120130140150102030405060708090100110120130140150 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 346.87 SQ FT 302.20 SQ FT 100-YEAR FLOOD EL 606.91 10-YEAR FLOOD EL 604.85 WSE FROM CROSS SECTION 107900 BU FRINGE FLOOD FLOODWAY 595 600 605 610 615 620 625 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 595 600 605 610 615 620 6250102030405060708090100110120130140150102030405060708090100110120130140150 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 332.05 SQ FT 303.53 SQ FT 100-YEAR FLOOD EL 606.91 10-YEAR FLOOD EL 604.85 WSE FROM CROSS SECTION 107900 BU FLOODWAYFRINGE FLOOD  Copyright CMT,License No. 184-000613 526+02.55 526+06.39 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..143RD STREET FILL 11Alec Sery20.0000 ' / in. D1143-sht-XSC-143rd-STREET_DuPageCompStorage.dgn Default 12/4/2020 (9:37:51 AM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)4 411 526+02.55 526+06.39 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 U. 0380 WILL06-00040-00-FP 05/27/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 595 600 605 610 615 620 625 595 600 605 610 615 620 6250102030405060708090100110120130140150102030405060708090100110120130140150 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 259.97 SQ FT 284.46 SQ FT 100-YEAR FLOOD EL 606.91 10-YEAR FLOOD EL 604.85 WSE FROM CROSS SECTION 107900 BU FLOODWAYFRINGE FLOOD 595 600 605 610 615 620 625 595 600 605 610 615 620 6250102030405060708090100110120130140150102030405060708090100110120130140150 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 243.40 SQ FT 288.16 SQ FT 100-YEAR FLOOD EL 606.91 10-YEAR FLOOD EL 604.85 WSE FROM CROSS SECTION 107900 BU FLOODWAYFRINGE FLOOD  Copyright CMT,License No. 184-000613 526+20.81 526+35.97 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..143RD STREET FILL 11Alec Sery20.0000 ' / in. D1143-sht-XSC-143rd-STREET_DuPageCompStorage.dgn Default 12/4/2020 (9:37:52 AM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)5 511 526+20.81 526+35.97 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 U. 0380 WILL06-00040-00-FP 05/27/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 595 600 605 610 615 620 625 595 600 605 610 615 620 6250102030405060708090100110120130140150102030405060708090100110120130140150 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 101.42 SQ FT 258.16 SQ FT 100-YEAR FLOOD EL 606.91 10-YEAR FLOOD EL 604.85 WSE FROM CROSS SECTION 107900 BU FLOODWAYFRINGE FLOOD 595 600 605 610 615 620 625 595 600 605 610 615 620 6250102030405060708090100110120130140150102030405060708090100110120130140150 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.0 SQ FT 0.0 SQ FT 100-YEAR FLOOD EL 606.91 10-YEAR FLOOD EL 604.85 WSE FROM CROSS SECTION 107900 BU FRINGE FLOOD FLOODWAY  Copyright CMT,License No. 184-000613 534+85.92 535+00.82 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..143RD STREET FILL 11Alec Sery20.0000 ' / in. D1143-sht-XSC-143rd-STREET_DuPageCompStorage.dgn Default 12/4/2020 (9:37:53 AM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)6 611 534+85.92 535+00.82 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500102030405060708090100110120130140150 U. 0380 WILL06-00040-00-FP 05/27/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 595 600 605 610 615 620 625 595 600 605 610 615 620 6250102030405060708090100110120130140150102030405060708090100110120130140150 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.00 SQ FT 175.53 SQ FT 100-YEAR FLOOD EL 606.91 10-YEAR FLOOD EL 604.85 WSE FROM CROSS SECTION 107900 BU WSE = NATURAL WATER EL 596.10 FLOODWAY FRINGE FLOOD 595 600 605 610 615 620 625 595 600 605 610 615 620 6250102030405060708090100110120130140150102030405060708090100110120130140150 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.00 SQ FT 54.13 SQ FT 100-YEAR FLOOD EL 606.91 10-YEAR FLOOD EL 604.85 WSE FROM CROSS SECTION 107900 BU FRINGE FLOOD FLOODWAY  Copyright CMT,License No. 184-000613 535+30.47 535+33.32 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..143RD STREET FILL 11Alec Sery20.0000 ' / in. D1143-sht-XSC-143rd-STREET_DuPageCompStorage.dgn Default 12/4/2020 (9:37:55 AM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)7 711 535+30.47 535+33.32 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500102030405060708090100110120130140150 U. 0380 WILL06-00040-00-FP 05/27/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 595 600 605 610 615 620 625 595 600 605 610 615 620 6250102030405060708090100110120130140150102030405060708090100110120130140150 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.00 SQ FT 10.51 SQ FT 100-YEAR FLOOD EL 606.91 10-YEAR FLOOD EL 604.85 WSE FROM CROSS SECTION 107900 BU FRINGE FLOOD FLOODWAY 595 600 605 610 615 620 625 595 600 605 610 615 620 6250102030405060708090100110120130140150102030405060708090100110120130140150 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.00 SQ FT 8.04 SQ FT 100-YEAR FLOOD EL 606.91 10-YEAR FLOOD EL 604.85 WSE FROM CROSS SECTION 107900 BU FRINGE FLOOD FLOODWAY  Copyright CMT,License No. 184-000613 535+49.70 535+62.12 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..143RD STREET FILL 11Alec Sery20.0000 ' / in. D1143-sht-XSC-143rd-STREET_DuPageCompStorage.dgn Default 12/4/2020 (9:37:56 AM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)8 811 535+49.70 535+62.12 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500102030405060708090100110120130140150 U. 0380 WILL06-00040-00-FP 05/27/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 595 600 605 610 615 620 625 595 600 605 610 615 620 6250102030405060708090100110120130140150102030405060708090100110120130140150 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 64.18 SQ FT 20.14 SQ FT 100-YEAR FLOOD EL 606.91 10-YEAR FLOOD EL 604.85 WSE FROM CROSS SECTION 107900 BU FRINGE FLOOD FLOODWAY 595 600 605 610 615 620 625 595 600 605 610 615 620 6250102030405060708090100110120130140150102030405060708090100110120130140150 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 180.51 SQ FT 23.10 SQ FT 100-YEAR FLOOD EL 606.91 10-YEAR FLOOD EL 604.85 WSE FROM CROSS SECTION 107900 BU FRINGE FLOOD FLOODWAY  Copyright CMT,License No. 184-000613 535+63.87 535+73.58 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..143RD STREET FILL 11Alec Sery20.0000 ' / in. D1143-sht-XSC-143rd-STREET_DuPageCompStorage.dgn Default 12/4/2020 (9:37:57 AM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)9 911 535+63.87 535+73.58 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500102030405060708090100110120130140150 U. 0380 WILL06-00040-00-FP 05/27/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 595 600 605 610 615 620 625 595 600 605 610 615 620 6250102030405060708090100110120130140150102030405060708090100110120130140150 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 100-YEAR FLOOD EL 606.91 10-YEAR FLOOD EL 604.85 201.37 SQ FT 21.85 SQ FT WSE FROM CROSS SECTION 107900 BU FRINGE FLOOD FLOODWAY 595 600 605 610 615 620 625 595 600 605 610 615 620 6250102030405060708090100110120130140150102030405060708090100110120130140150 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 231.95 SQ FT 14.04 SQ FT 100-YEAR FLOOD EL 606.91 10-YEAR FLOOD EL 604.85 WSE FROM CROSS SECTION 107900 BU FRINGE FLOOD FLOODWAY  Copyright CMT,License No. 184-000613 535+96.78 536+34.06 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..143RD STREET FILL 11Alec Sery20.0000 ' / in. D1143-sht-XSC-143rd-STREET_DuPageCompStorage.dgn Default 12/4/2020 (9:37:58 AM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)10 1011 535+96.78 536+34.06 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500102030405060708090100110120130140150 U. 0380 WILL06-00040-00-FP 05/27/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 595 600 605 610 615 620 625 595 600 605 610 615 620 6250102030405060708090100110120130140150102030405060708090100110120130140150 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 243.87 SQ FT 40.50 SQ FT 100-YEAR FLOOD EL 606.91 10-YEAR FLOOD EL 604.85 WSE FROM CROSS SECTION 107900 BU FLOODPLAIN NOT IN FRINGE FLOOD FRINGE FLOOD FLOODWAY 595 600 605 610 615 620 625 595 600 605 610 615 620 6250102030405060708090100110120130140150102030405060708090100110120130140150 99.47 SQ FT 0.0 SQ FT 100-YEAR FLOOD EL 606.91 WSE FROM CROSS SECTION 107900 BU 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL FLOODWAY FRINGE FLOOD FLOODPLAIN NOT IN FRINGE FLOOD  Copyright CMT,License No. 184-000613 536+71.76 536+83.10 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..143RD STREET FILL 11Alec Sery20.0000 ' / in. D1143-sht-XSC-143rd-STREET_DuPageCompStorage.dgn Default 12/4/2020 (9:37:59 AM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)11 1111 536+71.76 536+83.10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500102030405060708090100110120130140150 U. 0380 WILL06-00040-00-FP 05/27/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 595 600 605 610 615 620 625 595 600 605 610 615 620 6250102030405060708090100110120130140150102030405060708090100110120130140150 100-YEAR FLOOD EL 606.91 3.10 SQ FT 0.0 SQ FT WSE FROM CROSS SECTION 107900 BU 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL FLOODPLAIN NOT IN FRINGE FLOOD FRINGE FLOOD FLOODWAY 595 600 605 610 615 620 625 595 600 605 610 615 620 6250102030405060708090100110120130140150102030405060708090100110120130140150 100-YEAR FLOOD EL 606.91 WSE FROM CROSS SECTION 107900 BU 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.0 SQ FT 0.0 SQ FT FLOODWAY FRINGE FLOOD FLOODPLAIN NOT IN  Copyright CMT,License No. 184-000613 Alec Sery == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..20.0000 ' / in. D1143-sht-XSC-IL-59_DuPageCompStorage.dgn Default 2 12/4/2020 (9:40:22 AM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)1 ILLINOIS ROUTE 59 FILL 2 1 3396+69.71 3396+72.00 U. 0380 WILL06-00040-00-FP 05/27/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 595 600 605 610 615 620 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 595 600 605 610 615 6200102030405060708090100110120130140150102030405060708090100110120130140150 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.46 SQ FT 0.0 SQ FT 10-YEAR FLOOD EL 604.85 100-YEAR FLOOD EL 606.91 WSE FROM CROSS SECTION 107900 BU FRINGE FLOOD FLOODWAY 595 600 605 610 615 620 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 595 600 605 610 615 6200102030405060708090100110120130140150102030405060708090100110120130140150 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 3.83 SQ FT 2.94 SQ FT 10-YEAR FLOOD EL 604.85 100-YEAR FLOOD EL 606.91 WSE FROM CROSS SECTION 107900 BU FLOODWAYFRINGE FLOOD  Copyright CMT,License No. 184-000613 Alec Sery == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..20.0000 ' / in. D1143-sht-XSC-IL-59_DuPageCompStorage.dgn Default 2 12/4/2020 (9:40:22 AM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)2 ILLINOIS ROUTE 59 FILL 2 2 3397+49.01 3397+78.71 U. 0380 WILL06-00040-00-FP 05/27/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 595 600 605 610 615 620 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 595 600 605 610 615 6200102030405060708090100110120130140150102030405060708090100110120130140150 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 10-YEAR FLOOD EL 604.85 100-YEAR FLOOD EL 606.91 WSE FROM CROSS SECTION 107900 BU 16.17 SQ FT 0.12 SQ FTFRINGE FLOOD 595 600 605 610 615 620 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 595 600 605 610 615 6200102030405060708090100110120130140150102030405060708090100110120130140150 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 1.05 SQ FT 0.0 SQ FT 10-YEAR FLOOD EL 604.85 100-YEAR FLOOD EL 606.91 WSE FROM CROSS SECTION 107900 BU  Copyright CMT,License No. 184-000613 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..Alec Sery20.0000 ' / in. D1143-sht-XSC-PATH_DuPageCompStorage.dgn Default 2 12/4/2020 (9:41:27 AM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)1 2 MULTI-USE PATH FILL 3+38.50 4+56.00 1 595 600 605 610 595 600 605 30 20 10 0 10 20 30 102030 3020100615 610 615 30 20 10 0 10 20 30 595 600 605 610 615 595 600 605 610 6151020303020100 30 20 10 0 10 20 30 595 600 605 610 615 595 600 605 610 6151020303020100 30 20 10 0 10 20 30 595 600 605 610 615 595 600 605 610 6151020303020100 30 20 10 0 10 20 30 595 600 605 610 615 595 600 605 610 6151020303020100 30 20 10 0 10 20 30 595 600 605 610 615 595 600 605 610 6151020303020100 3+38.50 3+42.19 3+54.72 4+56.00 4+00.00 3+66.00 U. 0380 WILL06-00040-00-FP 05/27/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.0 SQ FT 0.0 SQ FT100-YEAR FLOOD EL 606.91 10-YEAR FLOOD EL 604.85 WSE FROM CROSS SECTION 107900 BU FRINGE FLOOD 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.0 SQ FT 0.0 SQ FT 10-YEAR FLOOD EL 604.85 100-YEAR FLOOD EL 606.91 WSE FROM CROSS SECTION 107900 BU FRINGE FLOOD 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.0 SQ FT 0.01 SQ FT 10-YEAR FLOOD EL 604.85 100-YEAR FLOOD EL 606.91 WSE FROM CROSS SECTION 107900 BU FRINGE FLOOD 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.0 SQ FT 5.73 SQ FT 10-YEAR FLOOD EL 604.85 100-YEAR FLOOD EL 606.91 WSE FROM CROSS SECTION 107900 BU FRINGE FLOOD 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.0 SQ FT 28.18 SQ FT 10-YEAR FLOOD EL 604.85 100-YEAR FLOOD EL 606.91 WSE FROM CROSS SECTION 107900 BU FRINGE FLOOD 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.0 SQ FT 0.34 SQ FT 10-YEAR FLOOD EL 604.85 100-YEAR FLOOD EL 606.91 WSE FROM CROSS SECTION 107900 BU FRINGE FLOOD  Copyright CMT,License No. 184-000613 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..Alec Sery20.0000 ' / in. D1143-sht-XSC-PATH_DuPageCompStorage.dgn Default 2 12/4/2020 (9:41:28 AM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)2 2 MULTI-USE PATH FILL 5+10.00 7+21.00 2 30 20 10 0 10 20 30 595 600 605 610 615 595 600 605 610 6151020303020100 30 20 10 0 10 20 30 595 600 605 610 615 595 600 605 610 6151020303020100 30 20 10 0 10 20 30 595 600 605 610 615 595 600 605 610 6151020303020100 30 20 10 0 10 20 30 595 600 605 610 615 595 600 605 610 6151020303020100 30 20 10 0 10 20 30 595 600 605 610 615 595 600 605 610 6151020303020100 30 20 10 0 10 20 30 595 600 605 610 615 595 600 605 610 6151020303020100 5+10.00 5+46.00 5+76.00 7+21.00 6+60.00 6+24.00 U. 0380 WILL06-00040-00-FP 05/27/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.0 SQ FT 6.15 SQ FT 10-YEAR FLOOD EL 604.85 100-YEAR FLOOD EL 606.91 WSE FROM CROSS SECTION 107900 BU FLOODWAY 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.0 SQ FT 0.56 SQ FT 10-YEAR FLOOD EL 604.85 100-YEAR FLOOD EL 606.91 WSE FROM CROSS SECTION 107900 BU FLOODWAY 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.0 SQ FT 44.94 SQ FT 10-YEAR FLOOD EL 604.85 100-YEAR FLOOD EL 606.91 WSE FROM CROSS SECTION 107900 BU FLOODWAY 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.0 SQ FT 0.0 SQ FT 10-YEAR FLOOD EL 604.85 100-YEAR FLOOD EL 606.91 WSE FROM CROSS SECTION 107900 BU FLOODWAY 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.0 SQ FT 0.0 SQ FT 10-YEAR FLOOD EL 604.85 100-YEAR FLOOD EL 606.91 WSE FROM CROSS SECTION 107900 BU FLOODWAY 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.0 SQ FT 0.0 SQ FT 10-YEAR FLOOD EL 604.85 100-YEAR FLOOD EL 606.91 WSE FROM CROSS SECTION 107900 BU FLOODWAY  Copyright CMT,License No. 184-000613 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..Alec Sery20.0000 ' / in. D1143-sht-XSC-DupageRiver-RIVER-Fill_DuPageCompStorage.dgn Default 11/20/2020 (3:05:44 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)1 5 DUPAGE RIVER FILL 5 1 0+40.39 0+76.71 625 620 615 1601501401301201101009080706050403020100102030405060708090100 620 625 615 625 620 615 1601501401301201101009080706050403020100102030405060708090100 620 625 615 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160102030405060708090100 U. 0380 WILL06-00040-00-FP 05/27/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 590 595 600 605 610 590 595 600 605 610 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.0 SQ FT 0.0 SQ FT 100-YEAR FLOOD EL 606.91 10-YEAR FLOOD EL 604.85 WSE FROM CROSS SECTION 107900 BU WSE = NATURAL WATER EL 596.10 590 595 600 605 610 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160102030405060708090100 590 595 600 605 610 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.0 SQ FT 58.21 SQ FT 100-YEAR FLOOD EL 606.91 10-YEAR FLOOD EL 604.85 WSE FROM CROSS SECTION 107900 BU WSE = NATURAL WATER EL 596.10  Copyright CMT,License No. 184-000613 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..Alec Sery20.0000 ' / in. D1143-sht-XSC-DupageRiver-RIVER-Fill_DuPageCompStorage.dgn Default 11/20/2020 (3:05:44 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)2 5 DUPAGE RIVER FILL 5 2 0+91.18 1+16.53 625 620 615 1601501401301201101009080706050403020100102030405060708090100 620 625 615 590 595 600 605 610 615 620 625 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160102030405060708090100 590 595 600 605 610 615 620 6250102030405060708090100110120130140150160102030405060708090100 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.0 SQ FT 82.88 SQ FT 100-YEAR FLOOD EL 606.91 10-YEAR FLOOD EL 604.85 WSE FROM CROSS SECTION 107900 BU WSE = NATURAL WATER EL 596.10 U. 0380 WILL06-00040-00-FP 05/27/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 590 595 600 605 610 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160102030405060708090100 590 595 600 605 610 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.0 SQ FT 70.10 SQ FT 100-YEAR FLOOD EL 606.91 10-YEAR FLOOD EL 604.85 WSE FROM CROSS SECTION 107900 BU WSE = NATURAL WATER EL 596.10  Copyright CMT,License No. 184-000613 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..Alec Sery20.0000 ' / in. D1143-sht-XSC-DupageRiver-RIVER-Fill_DuPageCompStorage.dgn Default 11/20/2020 (3:05:45 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)3 5 DUPAGE RIVER FILL 5 3 1+38.09 1+71.65 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160102030405060708090100 U. 0380 WILL06-00040-00-FP 05/27/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 590 595 600 605 610 615 620 625 590 595 600 605 610 615 620 6250102030405060708090100110120130140150160102030405060708090100 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.0 SQ FT 40.10 SQ FT 100-YEAR FLOOD EL 606.91 10-YEAR FLOOD EL 604.85 WSE FROM CROSS SECTION 107900 BU WSE = NATURAL WATER EL 596.10 590 595 600 605 610 615 620 625 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160102030405060708090100 590 595 600 605 610 615 620 6250102030405060708090100110120130140150160102030405060708090100 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.0 SQ FT 39.75 SQ FT 100-YEAR FLOOD EL 606.91 10-YEAR FLOOD EL 604.85 WSE FROM CROSS SECTION 107900 BU WSE = NATURAL WATER EL 596.10  Copyright CMT,License No. 184-000613 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..Alec Sery20.0000 ' / in. D1143-sht-XSC-DupageRiver-RIVER-Fill_DuPageCompStorage.dgn Default 11/20/2020 (3:05:46 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)4 5 DUPAGE RIVER FILL 5 4 1+81.58 2+13.94 625 620 615 1601501401301201101009080706050403020100102030405060708090100 620 625 615 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160102030405060708090100 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160102030405060708090100 U. 0380 WILL06-00040-00-FP 05/27/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 590 595 600 605 610 590 595 600 605 610 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.0 SQ FT 29.43 SQ FT 100-YEAR FLOOD EL 606.91 10-YEAR FLOOD EL 604.85 WSE FROM CROSS SECTION 107900 BU WSE = NATURAL WATER EL 596.10 590 595 600 605 610 615 620 625 590 595 600 605 610 615 620 6250102030405060708090100110120130140150160102030405060708090100 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.0 SQ FT 35.82 SQ FT 100-YEAR FLOOD EL 606.91 10-YEAR FLOOD EL 604.85 WSE FROM CROSS SECTION 107900 BU WSE = NATURAL WATER EL 596.10  Copyright CMT,License No. 184-000613 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..Alec Sery20.0000 ' / in. D1143-sht-XSC-DupageRiver-RIVER-Fill_DuPageCompStorage.dgn Default 11/20/2020 (3:05:46 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)5 5 DUPAGE RIVER FILL 5 5 2+39.96 625 620 615 1601501401301201101009080706050403020100102030405060708090100 620 625 615 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160102030405060708090100 U. 0380 WILL06-00040-00-FP 05/27/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 590 595 600 605 610 590 595 600 605 610 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.0 SQ FT 7.38 SQ FT 100-YEAR FLOOD EL 606.91 10-YEAR FLOOD EL 604.85 WSE FROM CROSS SECTION 107900 BU WSE = NATURAL WATER EL 596.10  Copyright CMT,License No. 184-000613 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..Alec Sery20.0000 ' / in. D1143-sht-XSC-BRIDGEPIERS_DuPageCompStorage.dgn Default 12/4/2020 (9:48:28 AM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)1 BRIDGE PIER FILL 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 590 595 600 605 610 615 620 590 595 600 605 610 615 620 585 590 595 600 605 610 615 620 585 590 595 600 605 610 615 620 13 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 113 WSE FROM CROSS SECTION 107900 BU 100-YEAR FLOOD EL 606.91 10-YEAR FLOOD EL 604.85 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 185.74 SQ FT 529.96 SQ FT 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 185.74 SQ FT 244.84 SQ FT 10-YEAR FLOOD EL 604.85 100-YEAR FLOOD EL 606.91 WSE FROM CROSS SECTION 107900 BU VOLUME CALCULATED IN RIVER CROSS SECTIONS VOLUME CALCULATED WITH DUPAGE RIVER TRAIL CROSS SECTIONS PIER 1 PIER 2 585 585 FLOODWAY FLOODWAY U. 0380 WILL06-00040-00-FP 05/27/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME =  Copyright CMT,License No. 184-000613 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..2 13 132 BRIDGE PIER FILL PROPOSED CROSS SECTIONS 1"=10':5' (H:V)12/4/2020 (9:48:29 AM) 20.0000 ' / in. Default D1143-sht-XSC-BRIDGEPIERS_DuPageCompStorage.dgnAlec Sery590 595 600 605 610 615 620 585 590 595 600 605 610 615 620 590 595 600 605 610 615 620 585 590 595 600 605 610 615 620 0 10 20 30 40 50 60 70 80 90 100102030405060708090100 0 10 20 30 40 50 60 70 80 90 100102030405060708090100 (PIER FILL ONLY) PIER 3 (PIER FILL ONLY) PIER 4 585585 0 10 20 30 40 50 60 70 80 90 100102030405060708090100 0 10 20 30 40 50 60 70 80 90 100102030405060708090100 U. 0380 WILL06-00040-00-FP 05/27/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 10-YEAR FLOOD EL 604.85 100-YEAR FLOOD EL 606.91 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 185.74 SQ FT 354.81 SQ FT WSE FROM CROSS SECTION 107900 BU FLOODWAY 10-YEAR FLOOD EL 604.85 100-YEAR FLOOD EL 606.91 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 185.74 SQ FT 341.29 SQ FT WSE FROM CROSS SECTION 107900 BU WSE = NATURAL WATER EL. 596.10' FLOODWAY  Copyright CMT,License No. 184-000613 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..3 13 133 BRIDGE PIER FILL PROPOSED CROSS SECTIONS 1"=10':5' (H:V)12/4/2020 (9:48:29 AM) 20.0000 ' / in. Default D1143-sht-XSC-BRIDGEPIERS_DuPageCompStorage.dgnAlec Sery0 10 20 30 40 50 60 70 80 90 100102030405060708090100 590 595 600 605 610 615 620 585 590 595 600 605 610 615 620 585 0 10 20 30 40 50 60 70 80 90 100102030405060708090100 0 10 20 30 40 50 60 70 80 90 100102030405060708090100 0 10 20 30 40 50 60 70 80 90 100102030405060708090100 590 595 600 605 610 615 620 585 590 595 600 605 610 615 620 585 (PIER FILL ONLY) PIER 6 (PIER FILL ONLY) PIER 5 U. 0380 WILL06-00040-00-FP 05/27/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 10-YEAR FLOOD EL 604.85 100-YEAR FLOOD EL 606.91 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 185.74 SQ FT 313.38 SQ FT WSE FROM CROSS SECTION 107900 BU WSE = NATURAL WATER EL. 596.10' FLOODWAY 10-YEAR FLOOD EL 604.85 100-YEAR FLOOD EL 606.91 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 185.74 SQ FT 281.56 SQ FT WSE FROM CROSS SECTION 107900 BU WSE = NATURAL WATER EL. 596.10' FLOOD FRINGE FLOODWAY  Copyright CMT,License No. 184-000613 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..Alec Sery20.0000 ' / in. D1143-sht-XSC-BRIDGEPIERS_DuPageCompStorage.dgn Default 12/4/2020 (9:48:30 AM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)4 BRIDGE PIER FILL 0 10 20 30 40 50 60 70 80 90 100102030405060708090100 590 595 600 605 610 615 620 620 615 610 605 600 595 590 13 413 0 10 20 30 40 50 60 70 80 90 100102030405060708090100 0 10 20 30 40 50 60 70 80 90 100102030405060708090100 590 595 600 605 610 615 620 590 595 600 605 610 615 620 6.25' LT PIER 3 (2-5) 18.25' LT PIER 3 (1-5) 0 10 20 30 40 50 60 70 80 90 100102030405060708090100 585585 585585 10-YEAR FLOOD EL 604.85 100-YEAR FLOOD EL 606.91 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.0 SQ FT 62.91 SQ FT WSE FROM CROSS SECTION 107900 BU FLOODWAY 10-YEAR FLOOD EL 604.85 100-YEAR FLOOD EL 606.91 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.0 SQ FT 143.40 SQ FT WSE FROM CROSS SECTION 107900 BU FLOODWAY U. 0380 WILL06-00040-00-FP 05/27/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME =  Copyright CMT,License No. 184-000613 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..Alec Sery20.0000 ' / in. D1143-sht-XSC-BRIDGEPIERS_DuPageCompStorage.dgn Default 12/4/2020 (9:48:31 AM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)5 BRIDGE PIER FILL 0 10 20 30 40 50 60 70 80 90 100102030405060708090100 590 595 600 605 610 615 620 590 595 600 605 610 615 620 590 595 600 605 610 615 620 590 595 600 605 610 615 620 13 513 0 10 20 30 40 50 60 70 80 90 100102030405060708090100 90 10001020304050607080102030405060708090100 0 10 20 30 40 50 60 70 80 90 100102030405060708090100 6.25' RT PIER 3 (4-5) PIER 3 (3-5) 585585 585585 U. 0380 WILL06-00040-00-FP 05/27/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 10-YEAR FLOOD EL 604.85 100-YEAR FLOOD EL 606.91 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.0 SQ FT 175.61 SQ FT WSE FROM CROSS SECTION 107900 BU FLOODWAY 10-YEAR FLOOD EL 604.85 100-YEAR FLOOD EL 606.91 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.0 SQ FT 188.46 SQ FT WSE FROM CROSS SECTION 107900 BU WSE = NATURAL WATER EL. 596.10' FLOODWAY  Copyright CMT,License No. 184-000613 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..Alec Sery20.0000 ' / in. D1143-sht-XSC-BRIDGEPIERS_DuPageCompStorage.dgn Default 12/4/2020 (9:48:32 AM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)6 BRIDGE PIER FILL 620 615 610 605 600 595 590 585 620 615 610 605 600 595 590 585 620 615 610 605 600 595 590 585 620 615 610 605 600 595 590 585 13 613 0 10 20 30 40 50 60 70 80 90 100102030405060708090100 90 10050607080010203040102030405060708090100 0 10 20 30 40 50 60 70 80 90 100102030405060708090100 1000102030405060708090102030405060708090100 20.75' LT PIER 4 (1-5) 18.25' RT PIER 3 (5-5) U. 0380 WILL06-00040-00-FP 05/27/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 10-YEAR FLOOD EL 604.85 100-YEAR FLOOD EL 606.91 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.0 SQ FT 2.67 SQ FT WSE FROM CROSS SECTION 107900 BU WSE = NATURAL WATER EL. 596.10' FLOODWAY 10-YEAR FLOOD EL 604.85 100-YEAR FLOOD EL 606.91 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.0 SQ FT 0.0 SQ FT WSE FROM CROSS SECTION 107900 BU WSE = NATURAL WATER EL. 596.10' FLOODWAY  Copyright CMT,License No. 184-000613 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..Alec Sery20.0000 ' / in. D1143-sht-XSC-BRIDGEPIERS_DuPageCompStorage.dgn Default 12/4/2020 (9:48:33 AM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)7 BRIDGE PIER FILL 585 590 595 600 605 610 615 620 585 590 595 600 605 610 615 620 585 590 595 600 605 610 615 620 585 590 595 600 605 610 615 620 13 713 0 10 20 30 40 50 60 70 80 90 100102030405060708090100 90 10050607080010203040102030405060708090100 0 10 20 30 40 50 60 70 80 90 100102030405060708090100 1000102030405060708090102030405060708090100 PIER 4 (3-5) 6.25' LT PIER 4 (2-5) U. 0380 WILL06-00040-00-FP 05/27/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 10-YEAR FLOOD EL 604.85 100-YEAR FLOOD EL 606.91 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.0 SQ FT 438.30 SQ FT WSE FROM CROSS SECTION 107900 BU WSE = NATURAL WATER EL. 596.10' FLOODWAY 10-YEAR FLOOD EL 604.85 100-YEAR FLOOD EL 606.91 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.0 SQ FT 415.03 SQ FT WSE FROM CROSS SECTION 107900 BU WSE = NATURAL WATER EL. 596.10' FLOODWAY  Copyright CMT,License No. 184-000613 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..Alec Sery20.0000 ' / in. D1143-sht-XSC-BRIDGEPIERS_DuPageCompStorage.dgn Default 12/4/2020 (9:48:33 AM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)8 BRIDGE PIER FILL 585 590 595 600 605 610 615 620 585 590 595 600 605 610 615 620 585 590 595 600 605 610 615 620 585 590 595 600 605 610 615 620 13 813 0 10 20 30 40 50 60 70 80 90 100102030405060708090100 90 10050607080010203040102030405060708090100 0 10 20 30 40 50 60 70 80 90 100102030405060708090100 1000102030405060708090102030405060708090100 24.25' RT PIER 4 (5-5) 6.25' RT PIER 4 (4-5) U. 0380 WILL06-00040-00-FP 05/27/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 10-YEAR FLOOD EL 604.85 100-YEAR FLOOD EL 606.91 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.0 SQ FT 370.77 SQ FT WSE FROM CROSS SECTION 107900 BU WSE = NATURAL WATER EL. 596.10' FLOODWAY 10-YEAR FLOOD EL 604.85 100-YEAR FLOOD EL 606.91 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.0 SQ FT 0.0 SQ FT WSE FROM CROSS SECTION 107900 BU WSE = NATURAL WATER EL. 596.10' FLOODWAY  Copyright CMT,License No. 184-000613 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..Alec Sery20.0000 ' / in. D1143-sht-XSC-BRIDGEPIERS_DuPageCompStorage.dgn Default 12/4/2020 (9:48:34 AM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)9 BRIDGE PIER FILL 585 590 595 600 605 610 615 620 585 590 595 600 605 610 615 620 585 590 595 600 605 610 615 620 585 590 595 600 605 610 615 620 13 913 0 10 20 30 40 50 60 70 80 90 100102030405060708090100 90 10050607080010203040102030405060708090100 0 10 20 30 40 50 60 70 80 90 100102030405060708090100 1000102030405060708090102030405060708090100 6.25' LT PIER 5 (2-5) 24.25' LT PIER 5 (1-5) U. 0380 WILL06-00040-00-FP 05/27/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 10-YEAR FLOOD EL 604.85 100-YEAR FLOOD EL 606.91 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.0 SQ FT 0.0 SQ FT WSE FROM CROSS SECTION 107900 BU WSE = NATURAL WATER EL. 596.10' FLOODWAY 10-YEAR FLOOD EL 604.85 100-YEAR FLOOD EL 606.91 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.0 SQ FT 208.05 SQ FT WSE FROM CROSS SECTION 107900 BU WSE = NATURAL WATER EL. 596.10' FLOODWAY  Copyright CMT,License No. 184-000613 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..Alec Sery20.0000 ' / in. D1143-sht-XSC-BRIDGEPIERS_DuPageCompStorage.dgn Default 12/4/2020 (9:48:35 AM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V) BRIDGE PIER FILL 585 590 595 600 605 610 615 620 585 590 595 600 605 610 615 620 585 590 595 600 605 610 615 620 585 590 595 600 605 610 615 620 1310 1013 0 10 20 30 40 50 60 70 80 90 100102030405060708090100 90 10050607080010203040102030405060708090100 0 10 20 30 40 50 60 70 80 90 100102030405060708090100 6.25' RT PIER 5 (4-5) PIER 5 (3-5) 1000102030405060708090102030405060708090100 U. 0380 WILL06-00040-00-FP 05/27/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 10-YEAR FLOOD EL 604.85 100-YEAR FLOOD EL 606.91 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.0 SQ FT 225.96 SQ FT WSE FROM CROSS SECTION 107900 BU WSE = NATURAL WATER EL. 596.10' FLOODWAY 10-YEAR FLOOD EL 604.85 100-YEAR FLOOD EL 606.91 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.0 SQ FT 201.62 SQ FT WSE FROM CROSS SECTION 107900 BU WSE = NATURAL WATER EL. 596.10' FLOODWAY  Copyright CMT,License No. 184-000613 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..Alec Sery20.0000 ' / in. D1143-sht-XSC-BRIDGEPIERS_DuPageCompStorage.dgn Default 12/4/2020 (9:48:36 AM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V) BRIDGE PIER FILL 585 590 595 600 605 610 615 620 585 590 595 600 605 610 615 620 585 590 595 600 605 610 615 620 585 590 595 600 605 610 615 620 1311 1113 0 10 20 30 40 50 60 70 80 90 100102030405060708090100 90 10050607080010203040102030405060708090100 0 10 20 30 40 50 60 70 80 90 100102030405060708090100 1000102030405060708090102030405060708090100 26.25' LT PIER 6 (1-5) 20.25' RT PIER 5 (5-5) U. 0380 WILL06-00040-00-FP 05/27/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 10-YEAR FLOOD EL 604.85 100-YEAR FLOOD EL 606.91 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.0 SQ FT 0.0 SQ FT WSE FROM CROSS SECTION 107900 BU WSE = NATURAL WATER EL. 596.10' FLOODWAY 10-YEAR FLOOD EL 604.85 100-YEAR FLOOD EL 606.91 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.0 SQ FT 0.0 SQ FT WSE FROM CROSS SECTION 107900 BU WSE = NATURAL WATER EL. 596.10'  Copyright CMT,License No. 184-000613 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..Alec Sery20.0000 ' / in. D1143-sht-XSC-BRIDGEPIERS_DuPageCompStorage.dgn Default 12/4/2020 (9:48:37 AM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V) BRIDGE PIER FILL 585 590 595 600 605 610 615 620 585 590 595 600 605 610 615 620 585 590 595 600 605 610 615 620 585 590 595 600 605 610 615 620 1312 1213 0 10 20 30 40 50 60 70 80 90 100102030405060708090100 90 10050607080010203040102030405060708090100 0 10 20 30 40 50 60 70 80 90 100102030405060708090100 1000102030405060708090102030405060708090100 6.25' LT PIER 6 (2-5) PIER 6 (3-5) U. 0380 WILL06-00040-00-FP 05/27/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 10-YEAR FLOOD EL 604.85 100-YEAR FLOOD EL 606.91 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.0 SQ FT 226.13 SQ FT WSE FROM CROSS SECTION 107900 BU WSE = NATURAL WATER EL. 596.10' FLOODWAYFLOOD FRINGE 10-YEAR FLOOD EL 604.85 100-YEAR FLOOD EL 606.91 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.0 SQ FT 201.74 SQ FT WSE FROM CROSS SECTION 107900 BU WSE = NATURAL WATER EL. 596.10' FLOODWAYFLOOD FRINGE  Copyright CMT,License No. 184-000613 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..Alec Sery20.0000 ' / in. D1143-sht-XSC-BRIDGEPIERS_DuPageCompStorage.dgn Default 12/4/2020 (9:48:37 AM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V) BRIDGE PIER FILL 585 590 595 600 605 610 615 620 585 590 595 600 605 610 615 620 585 590 595 600 605 610 615 620 585 590 595 600 605 610 615 620 1313 1313 0 10 20 30 40 50 60 70 80 90 100102030405060708090100 90 10050607080010203040102030405060708090100 0 10 20 30 40 50 60 70 80 90 100102030405060708090100 1000102030405060708090102030405060708090100 6.25' RT PIER 6 (4-5) 18.25' RT PIER 6 (5-5) U. 0380 WILL06-00040-00-FP 05/27/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 10-YEAR FLOOD EL 604.85 100-YEAR FLOOD EL 606.91 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.0 SQ FT 143.71 SQ FT WSE FROM CROSS SECTION 107900 BU WSE = NATURAL WATER EL. 596.10' FLOODWAYFLOOD FRINGE 10-YEAR FLOOD EL 604.85 100-YEAR FLOOD EL 606.91 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.0 SQ FT 78.94 SQ FT WSE FROM CROSS SECTION 107900 BU WSE = NATURAL WATER EL. 596.10' FLOODWAYFLOOD FRINGE  Copyright CMT,License No. 184-000613 143rd STREET EXTENSION PHASE I ADDENDUM LOCATION DRAINAGE STUDY JANUARY 2020 REVISED: MARCH 2021 Appendix B EXHIBIT 3-00B: FILL AND COMPENSATORY STORAGE CROSS SECTIONS FLETCHER LAKE FILL Alec Sery == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..20.0000 ' / in. D1143-sht-XSC-143rdFill_FletcherLake.dgn Default 11/20/2020 (7:08:05 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)1 548+41.35 549+01.2119 143RD STREET FILL FLETCHER LAKE 548+41.35 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150625625 625625 549+01.21 119 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 590 595 600 605 610 615 620 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 1.75 SQ FT 0.11 SQ FT FLETCHER LAKE FILL 0.00 SQ FT 100-YEAR FLOOD EL 603.60 10-YEAR FLOOD EL 602.90 WSE = NATURAL WATER EL. 602.00 590 595 600 605 610 615 620 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 20.46 SQ FT 23.60 SQ FT FLETCHER LAKE FILL 75.31 SQ FT 10-YEAR FLOOD EL 602.90 100-YEAR FLOOD EL 603.60 WSE = NATURAL WATER EL. 602.00  Copyright CMT,License No. 184-000613 549+16.64 549+31.21 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..19Alec Sery20.0000 ' / in. D1143-sht-XSC-143rdFill_FletcherLake.dgn Default 11/20/2020 (7:08:07 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)2 143RD STREET FILL FLETCHER LAKE 549+16.64 549+31.21 625625 625625 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 219 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 590 595 600 605 610 615 620 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 15.17 SQ FT 17.01 SQ FT FLETCHER LAKE FILL 43.70 SQ FT 10-YEAR FLOOD EL 602.90 100-YEAR FLOOD EL 603.60 WSE = NATURAL WATER EL. 602.00 590 595 600 605 610 615 620 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 19.89 SQ FT 22.60 SQ FT FLETCHER LAKE FILL 51.04 SQ FT 10-YEAR FLOOD EL 602.90 100-YEAR FLOOD EL 603.60 WSE = NATURAL WATER EL. 602.00  Copyright CMT,License No. 184-000613 550+09.18 550+27.14 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..19Alec Sery20.0000 ' / in. D1143-sht-XSC-143rdFill_FletcherLake.dgn Default 11/20/2020 (7:08:08 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)3 143RD STREET FILL FLETCHER LAKE 550+09.18 550+27.14 6256250102030405060708090100110120130140150102030405060708090100110120130140150 6256250102030405060708090100110120130140150102030405060708090100110120130140150 319 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 590 595 600 605 610 615 620 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 25.07 SQ FT 29.67 SQ FT FLETCHER LAKE FILL 112.05 SQ FT 10-YEAR FLOOD EL 602.90 100-YEAR FLOOD EL 603.60 WSE = NATURAL WATER EL. 602.00 590 595 600 605 610 615 620 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 28.61 SQ FT 35.98 SQ FT FLETCHER LAKE FILL 189.08 SQ FT 10-YEAR FLOOD EL 602.90 100-YEAR FLOOD EL 603.60 WSE = NATURAL WATER EL. 602.00  Copyright CMT,License No. 184-000613 550+57.11 551+14.12 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..19Alec Sery20.0000 ' / in. D1143-sht-XSC-143rdFill_FletcherLake.dgn Default 11/20/2020 (7:08:09 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)4 143RD STREET FILL FLETCHER LAKE 550+57.11 551+14.12 6256250102030405060708090100110120130140150102030405060708090100110120130140150 6256250102030405060708090100110120130140150102030405060708090100110120130140150 419 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 590 595 600 605 610 615 620 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 31.37 SQ FT 39.43 SQ FT FLETCHER LAKE FILL 209.90 SQ FT 10-YEAR FLOOD EL 602.90 100-YEAR FLOOD EL 603.60 WSE = NATURAL WATER EL. 602.00 590 595 600 605 610 615 620 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 29.58 SQ FT 37.25 SQ FT FLETCHER LAKE FILL 195.15 SQ FT 10-YEAR FLOOD EL 602.90 100-YEAR FLOOD EL 603.60 WSE = NATURAL WATER EL. 602.00  Copyright CMT,License No. 184-000613 552+25.07 552+70.02 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..19Alec Sery20.0000 ' / in. D1143-sht-XSC-143rdFill_FletcherLake.dgn Default 11/20/2020 (7:08:10 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)5 143RD STREET FILL FLETCHER LAKE 552+25.07 552+70.02 519 6256250102030405060708090100110120130140150102030405060708090100110120130140150 6259010011012013014015050607080102030400102030405060706258090100110120130140150 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 590 595 600 605 610 615 620 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 34.51 SQ FT 43.83 SQ FT FLETCHER LAKE FILL 233.21 SQ FT 10-YEAR FLOOD EL 602.90 100-YEAR FLOOD EL 603.60 WSE = NATURAL WATER EL. 602.00 590 595 600 605 610 615 620 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 31.16 SQ FT 39.24 SQ FT FLETCHER LAKE FILL 222.88 SQ FT 10-YEAR FLOOD EL 602.90 100-YEAR FLOOD EL 603.60 WSE = NATURAL WATER EL. 602.00  Copyright CMT,License No. 184-000613 553+21.08 553+69.14 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..19Alec Sery20.0000 ' / in. D1143-sht-XSC-143rdFill_FletcherLake.dgn Default 11/20/2020 (7:08:11 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)6 143RD STREET FILL FLETCHER LAKE 553+21.08 553+69.14 619 6256250102030405060708090100110120130140150102030405060708090100110120130140150 6259010011012013014015050607080102030400102030405060706258090100110120130140150 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 590 595 600 605 610 615 620 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 33.53 SQ FT 42.22 SQ FT FLETCHER LAKE FILL 201.51 SQ FT 10-YEAR FLOOD EL 602.90 100-YEAR FLOOD EL 603.60 WSE = NATURAL WATER EL. 602.00 590 595 600 605 610 615 620 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 28.65 SQ FT 36.44 SQ FT FLETCHER LAKE FILL 261.37 SQ FT 10-YEAR FLOOD EL 602.90 100-YEAR FLOOD EL 603.60 WSE = NATURAL WATER EL. 602.00  Copyright CMT,License No. 184-000613 554+20.10 554+41.12 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..19Alec Sery20.0000 ' / in. D1143-sht-XSC-143rdFill_FletcherLake.dgn Default 11/20/2020 (7:08:13 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)7 143RD STREET FILL FLETCHER LAKE 554+20.10 554+41.12 719 6256250102030405060708090100110120130140150102030405060708090100110120130140150 6259010011012013014015050607080102030400102030405060706258090100110120130140150 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 90 100 110 120 130 140 15010203040506070800102030405060708090100110120130140150 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 590 595 600 605 610 615 620 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 32.16 SQ FT 41.43 SQ FT FLETCHER LAKE FILL 384.40 SQ FT 10-YEAR FLOOD EL 602.90 100-YEAR FLOOD EL 603.60 WSE = NATURAL WATER EL. 602.00 590 595 600 605 610 615 620 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 30.45 SQ FT 39.14 SQ FT FLETCHER LAKE FILL 416.67 SQ FT 10-YEAR FLOOD EL 602.90 100-YEAR FLOOD EL 603.60 WSE = NATURAL WATER EL. 602.00  Copyright CMT,License No. 184-000613 554+95.69 555+38.28 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..19Alec Sery20.0000 ' / in. D1143-sht-XSC-143rdFill_FletcherLake.dgn Default 11/20/2020 (7:08:16 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)8 143RD STREET FILL FLETCHER LAKE 554+95.69 555+38.28 819 6256250102030405060708090100110120130140150102030405060708090100110120130140150 6259010011012013014015050607080102030400102030405060706258090100110120130140150 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 90 100 110 120 130 140 15010203040506070800102030405060708090100110120130140150 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 590 595 600 605 610 615 620 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 31.93 SQ FT 40.99 SQ FT FLETCHER LAKE FILL 450.52 SQ FT 10-YEAR FLOOD EL 602.90 100-YEAR FLOOD EL 603.60 WSE = NATURAL WATER EL. 602.00 590 595 600 605 610 615 620 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 30.07 SQ FT 38.67 SQ FT FLETCHER LAKE FILL 421.22 SQ FT 10-YEAR FLOOD EL 602.90 100-YEAR FLOOD EL 603.60 WSE = NATURAL WATER EL. 602.00  Copyright CMT,License No. 184-000613 556+10.28 556+22.27 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..19Alec Sery20.0000 ' / in. D1143-sht-XSC-143rdFill_FletcherLake.dgn Default 11/20/2020 (7:08:17 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)9 143RD STREET FILL FLETCHER LAKE 556+10.28 556+22.27 919 6256250102030405060708090100110120130140150102030405060708090100110120130140150 6259010011012013014015050607080102030400102030405060706258090100110120130140150 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 90 100 110 120 130 140 15010203040506070800102030405060708090100110120130140150 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 590 595 600 605 610 615 620 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 30.31 SQ FT 38.50 SQ FT FLETCHER LAKE FILL 416.00 SQ FT 10-YEAR FLOOD EL 602.90 100-YEAR FLOOD EL 603.60 WSE = NATURAL WATER EL. 602.00 590 595 600 605 610 615 620 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 30.83 SQ FT 39.47 SQ FT FLETCHER LAKE FILL 412.93 SQ FT 10-YEAR FLOOD EL 602.90 100-YEAR FLOOD EL 603.60 WSE = NATURAL WATER EL. 602.00  Copyright CMT,License No. 184-000613 556+94.27 557+72.28 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..19Alec Sery20.0000 ' / in. D1143-sht-XSC-143rdFill_FletcherLake.dgn Default 11/20/2020 (7:08:18 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)10 143RD STREET FILL FLETCHER LAKE 556+94.27 557+72.28 1019 6256250102030405060708090100110120130140150102030405060708090100110120130140150 6259010011012013014015050607080102030400102030405060706258090100110120130140150 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 90 100 110 120 130 140 15010203040506070800102030405060708090100110120130140150 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 590 595 600 605 610 615 620 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 30.95 SQ FT 39.70 SQ FT FLETCHER LAKE FILL 411.26 SQ FT 10-YEAR FLOOD EL 602.90 100-YEAR FLOOD EL 603.60 WSE = NATURAL WATER EL. 602.00 590 595 600 605 610 615 620 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 29.57 SQ FT 37.53 SQ FT FLETCHER LAKE FILL 375.40 SQ FT 10-YEAR FLOOD EL 602.90 100-YEAR FLOOD EL 603.60 WSE = NATURAL WATER EL. 602.00  Copyright CMT,License No. 184-000613 558+38.28 558+62.28 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..19Alec Sery20.0000 ' / in. D1143-sht-XSC-143rdFill_FletcherLake.dgn Default 11/20/2020 (7:08:19 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)11 143RD STREET FILL FLETCHER LAKE 558+38.28 558+62.28 1119 6256250102030405060708090100110120130140150102030405060708090100110120130140150 6259010011012013014015050607080102030400102030405060706258090100110120130140150 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 90 100 110 120 130 140 15010203040506070800102030405060708090100110120130140150 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 590 595 600 605 610 615 620 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 26.93 SQ FT 34.36 SQ FT FLETCHER LAKE FILL 359.93 SQ FT 10-YEAR FLOOD EL 602.90 100-YEAR FLOOD EL 603.60 WSE = NATURAL WATER EL. 602.00 590 595 600 605 610 615 620 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 29.06 SQ FT 36.99 SQ FT FLETCHER LAKE FILL 372.89 SQ FT 10-YEAR FLOOD EL 602.90 100-YEAR FLOOD EL 603.60 WSE = NATURAL WATER EL. 602.00  Copyright CMT,License No. 184-000613 559+64.28 559+94.28 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..19Alec Sery20.0000 ' / in. D1143-sht-XSC-143rdFill_FletcherLake.dgn Default 11/20/2020 (7:08:20 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)12 143RD STREET FILL FLETCHER LAKE 559+64.28 559+94.28 1219 6256250102030405060708090100110120130140150102030405060708090100110120130140150 6259010011012013014015050607080102030400102030405060706258090100110120130140150 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 90 100 110 120 130 140 15010203040506070800102030405060708090100110120130140150 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 590 595 600 605 610 615 620 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 30.82 SQ FT 38.92 SQ FT FLETCHER LAKE FILL 335.39 SQ FT 10-YEAR FLOOD EL 602.90 100-YEAR FLOOD EL 603.60 WSE = NATURAL WATER EL. 602.00 590 595 600 605 610 615 620 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 33.00 SQ FT 41.86 SQ FT FLETCHER LAKE FILL 364.82 SQ FT 10-YEAR FLOOD EL 602.90 100-YEAR FLOOD EL 603.60 WSE = NATURAL WATER EL. 602.00  Copyright CMT,License No. 184-000613 560+12.28 560+48.28 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..19Alec Sery20.0000 ' / in. D1143-sht-XSC-143rdFill_FletcherLake.dgn Default 11/20/2020 (7:08:21 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)13 143RD STREET FILL FLETCHER LAKE 560+12.28 560+48.28 1319 6256250102030405060708090100110120130140150102030405060708090100110120130140150 6259010011012013014015050607080102030400102030405060706258090100110120130140150 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 90 100 110 120 130 140 15010203040506070800102030405060708090100110120130140150 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 590 595 600 605 610 615 620 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 30.88 SQ FT 39.08 SQ FT FLETCHER LAKE FILL 344.67 SQ FT 10-YEAR FLOOD EL 602.90 100-YEAR FLOOD EL 603.60 WSE = NATURAL WATER EL. 602.00 590 595 600 605 610 615 620 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 31.94 SQ FT 40.36 SQ FT FLETCHER LAKE FILL 303.71 SQ FT 10-YEAR FLOOD EL 602.90 100-YEAR FLOOD EL 603.60 WSE = NATURAL WATER EL. 602.00  Copyright CMT,License No. 184-000613 560+90.27 561+62.27 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..19Alec Sery20.0000 ' / in. D1143-sht-XSC-143rdFill_FletcherLake.dgn Default 11/20/2020 (7:08:22 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)14 143RD STREET FILL FLETCHER LAKE 560+90.27 561+62.27 1419 6256250102030405060708090100110120130140150102030405060708090100110120130140150 6259010011012013014015050607080102030400102030405060706258090100110120130140150 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 90 100 110 120 130 140 15010203040506070800102030405060708090100110120130140150 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 590 595 600 605 610 615 620 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 35.49 SQ FT 45.55 SQ FT FLETCHER LAKE FILL 343.88 SQ FT 10-YEAR FLOOD EL 602.90 100-YEAR FLOOD EL 603.60 WSE = NATURAL WATER EL. 602.00 590 595 600 605 610 615 620 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 36.37 SQ FT 46.62 SQ FT FLETCHER LAKE FILL 475.11 SQ FT 10-YEAR FLOOD EL 602.90 100-YEAR FLOOD EL 603.60 WSE = NATURAL WATER EL. 602.00  Copyright CMT,License No. 184-000613 562+18.14 562+54.13 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..19Alec Sery20.0000 ' / in. D1143-sht-XSC-143rdFill_FletcherLake.dgn Default 11/20/2020 (7:08:24 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)15 143RD STREET FILL FLETCHER LAKE 562+18.14 562+54.13 1519 6256250102030405060708090100110120130140150102030405060708090100110120130140150 6259010011012013014015050607080102030400102030405060706258090100110120130140150 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 90 100 110 120 130 140 15010203040506070800102030405060708090100110120130140150 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 590 595 600 605 610 615 620 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 40.07 SQ FT 51.48 SQ FT FLETCHER LAKE FILL 509.28 SQ FT 10-YEAR FLOOD EL 602.90 100-YEAR FLOOD EL 603.60 WSE = NATURAL WATER EL. 602.00 590 595 600 605 610 615 620 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 39.52 SQ FT 50.71 SQ FT FLETCHER LAKE FILL 518.49 SQ FT 10-YEAR FLOOD EL 602.90 100-YEAR FLOOD EL 603.60 WSE = NATURAL WATER EL. 602.00  Copyright CMT,License No. 184-000613 562+90.13 563+35.11 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..19Alec Sery20.0000 ' / in. D1143-sht-XSC-143rdFill_FletcherLake.dgn Default 11/20/2020 (7:08:25 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)16 143RD STREET FILL FLETCHER LAKE 562+90.13 563+35.11 1619 6256250102030405060708090100110120130140150102030405060708090100110120130140150 6259010011012013014015050607080102030400102030405060706258090100110120130140150 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 90 100 110 120 130 140 15010203040506070800102030405060708090100110120130140150 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 590 595 600 605 610 615 620 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 40.15 SQ FT 51.39 SQ FT FLETCHER LAKE FILL 538.20 SQ FT 10-YEAR FLOOD EL 602.90 100-YEAR FLOOD EL 603.60 WSE = NATURAL WATER EL. 602.00 590 595 600 605 610 615 620 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 37.32 SQ FT 47.99 SQ FT FLETCHER LAKE FILL 535.95 SQ FT 10-YEAR FLOOD EL 602.90 100-YEAR FLOOD EL 603.60 WSE = NATURAL WATER EL. 602.00  Copyright CMT,License No. 184-000613 564+04.14 564+64.08 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..19Alec Sery20.0000 ' / in. D1143-sht-XSC-143rdFill_FletcherLake.dgn Default 11/20/2020 (7:08:26 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)17 143RD STREET FILL FLETCHER LAKE 564+04.14 564+64.08 1719 6256250102030405060708090100110120130140150102030405060708090100110120130140150 6259010011012013014015050607080102030400102030405060706258090100110120130140150 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 90 100 110 120 130 140 15010203040506070800102030405060708090100110120130140150 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 590 595 600 605 610 615 620 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 40.65 SQ FT 52.06 SQ FT FLETCHER LAKE FILL 269.79 SQ FT 10-YEAR FLOOD EL 602.90 100-YEAR FLOOD EL 603.60 WSE = NATURAL WATER EL. 602.00 590 595 600 605 610 615 620 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 38.49 SQ FT 50.35 SQ FT FLETCHER LAKE FILL 249.36 SQ FT 10-YEAR FLOOD EL 602.90 100-YEAR FLOOD EL 603.60 WSE = NATURAL WATER EL. 602.00  Copyright CMT,License No. 184-000613 565+16.10 565+52.44 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..19Alec Sery20.0000 ' / in. D1143-sht-XSC-143rdFill_FletcherLake.dgn Default 11/20/2020 (7:08:27 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)18 143RD STREET FILL FLETCHER LAKE 565+16.10 565+52.44 1819 6256250102030405060708090100110120130140150102030405060708090100110120130140150 6259010011012013014015050607080102030400102030405060706258090100110120130140150 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150102030405060708090100110120130140150 90 100 110 120 130 140 15010203040506070800102030405060708090100110120130140150 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 590 595 600 605 610 615 620 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 28.72 SQ FT 35.20 SQ FT FLETCHER LAKE FILL 129.00 SQ FT 10-YEAR FLOOD EL 602.90 100-YEAR FLOOD EL 603.60 WSE = NATURAL WATER EL. 602.00 590 595 600 605 610 615 620 590 595 600 605 610 615 620 10-YEAR FLOOD EL 602.90 100-YEAR FLOOD EL 603.60 WSE = NATURAL WATER EL. 602.00  Copyright CMT,License No. 184-000613 565+92.00 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..19Alec Sery20.0000 ' / in. D1143-sht-XSC-143rdFill_FletcherLake.dgn Default 11/20/2020 (7:08:28 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)19 143RD STREET FILL FLETCHER LAKE 565+92.00 1919 6259010011012013014015050607080102030400102030405060706258090100110120130140150 90 100 110 120 130 140 15010203040506070800102030405060708090100110120130140150 590 595 600 605 610 615 620 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 2.51 SQ FT 1.47 SQ FT FLETCHER LAKE FILL 0.03 SQ FT 10-YEAR FLOOD EL 602.90 100-YEAR FLOOD EL 603.60 WSE = NATURAL WATER EL. 602.00 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME =  Copyright CMT,License No. 184-000613 143rd STREET EXTENSION PHASE I ADDENDUM LOCATION DRAINAGE STUDY JANUARY 2020 REVISED: MARCH 2021 Appendix B EXHIBIT 3-00B: FILL AND COMPENSATORY STORAGE CROSS SECTIONS IL 126 CULVERT FILL Alec Sery == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..20.0000 ' / in. D1143-sht-XSC-Fill_126Culvert.dgn Default 4 11/20/2020 (7:09:52 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)1 4 1+04.83 1+26.79 1+04.83 1+11.37 1+19.87 1+26.79 ILLINOIS ROUTE 126 CULVERT FILL 1 625 625 620620 0 10 20 30 40 501020304050 625010203040501020304050625 620620 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 595 600 605 610 615 0 10 20 30 40 501020304050 595 600 605 610 615 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.0 SQ FT 0.0 SQ FT 100-YEAR FLOOD EL 606.23 10-YEAR FLOOD EL 604.81 595 600 605 610 615 0 10 20 30 40 501020304050 595 600 605 610 615 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 14.38 SQ FT 4.47 SQ FT 100-YEAR FLOOD EL 606.23 10-YEAR FLOOD EL 604.81 595 600 605 610 615 620 625 0 10 20 30 40 501020304050 595 600 605 610 615 620 625010203040501020304050 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 32.25 SQ FT 11.54 SQ FT 100-YEAR FLOOD EL 606.23 10-YEAR FLOOD EL 604.81 595 600 605 610 615 620 625 0 10 20 30 40 501020304050 595 600 605 610 615 620 625010203040501020304050 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 34.09 SQ FT 11.30 SQ FT 10-YEAR FLOOD EL 604.81 100-YEAR FLOOD EL 606.23  Copyright CMT,License No. 184-000613 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..Alec Sery20.0000 ' / in. D1143-sht-XSC-Fill_126Culvert.dgn Default 4 11/20/2020 (7:09:53 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)2 4 1+29.24 1+98.36 1+29.24 1+40.63 1+52.36 1+98.36 ILLINOIS ROUTE 126 CULVERT FILL 2 625010203040501020304050625 625 625010203040501020304050 625010203040501020304050625 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 595 600 605 610 615 620 625 0 10 20 30 40 501020304050 595 600 605 610 615 620 625010203040501020304050 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 33.48 SQ FT 10.19 SQ FT 10-YEAR FLOOD EL 604.81 100-YEAR FLOOD EL 606.23 595 600 605 610 615 620 0 10 20 30 40 501020304050 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 37.96 SQ FT 17.38 SQ FT 10-YEAR FLOOD EL 604.81 100-YEAR FLOOD EL 606.23 595 600 605 610 615 620 0 10 20 30 40 501020304050 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.0 SQ FT 0.0 SQ FT 10-YEAR FLOOD EL 604.81 100-YEAR FLOOD EL 606.23 595 600 605 610 615 620 0 10 20 30 40 501020304050 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.0 SQ FT 0.0 SQ FT 10-YEAR FLOOD EL 604.81 100-YEAR FLOOD EL 606.23  Copyright CMT,License No. 184-000613 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..Alec Sery20.0000 ' / in. D1143-sht-XSC-Fill_126Culvert.dgn Default 4 11/20/2020 (7:09:54 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)3 4 2+08.57 2+29.37 2+14.49 2+08.57 2+22.60 2+29.37 ILLINOIS ROUTE 126 CULVERT FILL 3 625010203040501020304050625 625010203040501020304050625 625 625010203040501020304050625625010203040501020304050 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 595 600 605 610 615 620 0 10 20 30 40 501020304050 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 26.62 SQ FT 4.20 SQ FT 10-YEAR FLOOD EL 604.81 100-YEAR FLOOD EL 606.23 595 600 605 610 615 620 0 10 20 30 40 501020304050 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 32.30 SQ FT 2.89 SQ FT 10-YEAR FLOOD EL 604.81 100-YEAR FLOOD EL 606.23 595 600 605 610 615 620 0 10 20 30 40 501020304050 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 33.55 SQ FT 4.11 SQ FT 10-YEAR FLOOD EL 604.81 100-YEAR FLOOD EL 606.23 595 600 605 610 615 620 0 10 20 30 40 501020304050 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 34.43 SQ FT 3.04 SQ FT 10-YEAR FLOOD EL 604.81 100-YEAR FLOOD EL 606.23  Copyright CMT,License No. 184-000613 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..Alec Sery20.0000 ' / in. D1143-sht-XSC-Fill_126Culvert.dgn Default 4 11/20/2020 (7:09:55 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)4 4 2+32.04 2+57.03 2+32.04 2+40.84 2+51.93 2+57.03 ILLINOIS ROUTE 126 CULVERT FILL 4 625010203040501020304050625 620 620 625 620 50 40 615 30 20 10 62501020304050 620 615 625 50 40 30 20 10 62501020304050 620 615 615 620 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 595 600 605 610 615 620 625 0 10 20 30 40 501020304050 595 600 605 610 615 620 625010203040501020304050 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 30.23 SQ FT 2.60 SQ FT 10-YEAR FLOOD EL 604.81 100-YEAR FLOOD EL 606.23 595 600 605 610 615 0 10 20 30 40 501020304050 595 600 605 610 615 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 35.44 SQ FT 2.97 SQ FT 10-YEAR FLOOD EL 604.81 100-YEAR FLOOD EL 606.23 595 600 605 610 0 10 20 30 40 501020304050 595 600 605 610 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 16.86 SQ FT 0.28 SQ FT 10-YEAR FLOOD EL 604.81 100-YEAR FLOOD EL 606.23 595 600 605 610 0 10 20 30 40 501020304050 595 600 605 610 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT FLOODPLAIN FILL 0.0 SQ FT 0.0 SQ FT 10-YEAR FLOOD EL 604.81 100-YEAR FLOOD EL 606.23  Copyright CMT,License No. 184-000613 143rd STREET EXTENSION PHASE I ADDENDUM LOCATION DRAINAGE STUDY JANUARY 2020 REVISED: MARCH 2021 Appendix B EXHIBIT 3-00B: FILL AND COMPENSATORY STORAGE CROSS SECTIONS FLETCHER LAKE COMPENSATORY STORAGE Alec Sery == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..20.0000 ' / in. D1143-sht-XSC-CompStorage_BassGill.dgn Default 11/20/2020 (7:11:00 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)1 1+04.83 1+26.79 0+00.00 0+04.31 EAST BASS AND GILL CLUB COMPENSATORY STORAGE 15 115 0 10 20 30 40 50 60 70 80 90 100 110 120 130102030405060708090100110120130140150160170 625 625 0 10 20 30 40 50 60 70 80 90 100 110 120 130102030405060708090100110120130140150160170625625 0 10 20 30 40 50 60 70 80 90 100 110 120 130102030405060708090100110120130140150160170 585 585FLETCHER LAKE EXCAVATION 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 0.00 SQ FT 0.00 SQ FT 0.00 SQ FT U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 590 595 600 605 610 615 620 590 595 600 605 610 615 620 WSE = NATURAL WATER EL 602.00 100-YEAR FLOOD EL 603.60 10-YEAR FLOOD EL 602.90 585 590 595 600 605 610 615 620 0 10 20 30 40 50 60 70 80 90 100 110 120 130102030405060708090100110120130140150160170 585 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 0.00 SQ FT 0.00 SQ FT FLETCHER LAKE EXCAVATION 0.00 SQ FT 100-YEAR FLOOD EL 603.60 10-YEAR FLOOD EL 602.90 WSE = NATURAL WATER EL 602.00  Copyright CMT,License No. 184-000613 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..Alec Sery20.0000 ' / in. D1143-sht-XSC-CompStorage_BassGill.dgn Default 11/20/2020 (7:11:01 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)2 1+29.24 1+98.36 0+14.31 0+39.31 EAST BASS AND GILL CLUB COMPENSATORY STORAGE 15 215 0 10 20 30 40 50 60 70 80 90 100 110 120 130102030405060708090100110120130140150160170 90 100 110 120 13040506070800102030102030405060708090100110120130140150160170 0 10 20 30 40 50 60 70 80 90 100 110 120 130102030405060708090100110120130140150160170625625 625625 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 585 590 595 600 605 610 615 620 585 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 0.00 SQ FT 0.00 SQ FT FLETCHER LAKE EXCAVATION 0.00 SQ FT 100-YEAR FLOOD EL 603.60 10-YEAR FLOOD EL 602.90 WSE = NATURAL WATER EL 602.00 585 590 595 600 605 610 615 620 0 10 20 30 40 50 60 70 80 90 100 110 120 130102030405060708090100110120130140150160170 585 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 0.21 SQ FT 1.45 SQ FT FLETCHER LAKE EXCAVATION 11.23 SQ FT 100-YEAR FLOOD EL 603.60 10-YEAR FLOOD EL 602.90 WSE = NATURAL WATER EL 602.00  Copyright CMT,License No. 184-000613 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..Alec Sery20.0000 ' / in. D1143-sht-XSC-CompStorage_BassGill.dgn Default 11/20/2020 (7:11:03 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)3 2+08.57 2+29.37 0+64.31 0+89.31 EAST BASS AND GILL CLUB COMPENSATORY STORAGE 15 315 0 10 20 30 40 50 60 70 80 90 100 110 120 130102030405060708090100110120130140150160170 90 100 110 120 13040506070800102030102030405060708090100110120130140150160170 625625 6256259010011012013010203040506070800102030405060708090100110120140150160170130 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 585 590 595 600 605 610 615 620 585 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 11.48 SQ FT 16.05 SQ FT FLETCHER LAKE EXCAVATION 82.33 SQ FT 100-YEAR FLOOD EL 603.60 10-YEAR FLOOD EL 602.90 WSE = NATURAL WATER EL 602.00 585 590 595 600 605 610 615 620 0 10 20 30 40 50 60 70 80 90 100 110 120 130102030405060708090100110120130140150160170 585 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 26.24 SQ FT 35.16 SQ FT FLETCHER LAKE EXCAVATION 240.21 SQ FT 100-YEAR FLOOD EL 603.60 10-YEAR FLOOD EL 602.90 WSE = NATURAL WATER EL 602.00  Copyright CMT,License No. 184-000613 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..Alec Sery20.0000 ' / in. D1143-sht-XSC-CompStorage_BassGill.dgn Default 11/20/2020 (7:11:04 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)4 2+32.04 2+57.03 1+14.31 1+39.31 EAST BASS AND GILL CLUB COMPENSATORY STORAGE 15 415 0 10 20 30 40 50 60 70 80 90 100 110 120 130102030405060708090100110120130140150160170 90 100 110 120 13040506070800102030102030405060708090100110120130140150160170 625 90 100 110 120 13010203040506070800102030405060708090100110120140150160170130625 625625 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 585 590 595 600 605 610 615 620 585 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 41.59 SQ FT 55.08 SQ FT FLETCHER LAKE EXCAVATION 447.67 SQ FT 100-YEAR FLOOD EL 603.60 10-YEAR FLOOD EL 602.90 WSE = NATURAL WATER EL 602.00 585 590 595 600 605 610 615 620 0 10 20 30 40 50 60 70 80 90 100 110 120 130102030405060708090100110120130140150160170 585 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 54.25 SQ FT 71.98 SQ FT FLETCHER LAKE EXCAVATION 669.20 SQ FT 100-YEAR FLOOD EL 603.60 10-YEAR FLOOD EL 602.90 WSE = NATURAL WATER EL 602.00  Copyright CMT,License No. 184-000613 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..Alec Sery20.0000 ' / in. D1143-sht-XSC-CompStorage_BassGill.dgn Default 11/20/2020 (7:11:06 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)5 2+09.64 2+31.13 1+64.31 1+89.31 EAST BASS AND GILL CLUB COMPENSATORY STORAGE 15 515 0 10 20 30 40 50 60 70 80 90 100 110 120 130102030405060708090100110120130140150160170 90 100 110 120 13040506070800102030102030405060708090100110120130140150160170 625 90 100 110 120 13010203040506070800102030405060708090100110120140150160170130625 625625 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 585 590 595 600 605 610 615 620 585 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 72.49 SQ FT 95.15 SQ FT FLETCHER LAKE EXCAVATION 976.50 SQ FT 100-YEAR FLOOD EL 603.60 10-YEAR FLOOD EL 602.90 WSE = NATURAL WATER EL 602.00 585 590 595 600 605 610 615 620 0 10 20 30 40 50 60 70 80 90 100 110 120 130102030405060708090100110120130140150160170 585 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 93.17 SQ FT 120.15 SQ FT FLETCHER LAKE EXCAVATION 1259.47 SQ FT 100-YEAR FLOOD EL 603.60 10-YEAR FLOOD EL 602.90 WSE = NATURAL WATER EL 602.00  Copyright CMT,License No. 184-000613 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..Alec Sery20.0000 ' / in. D1143-sht-XSC-CompStorage_BassGill.dgn Default 11/20/2020 (7:11:07 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)6 2+38.20 2+57.24 2+14.31 2+39.31 EAST BASS AND GILL CLUB COMPENSATORY STORAGE 15 615 0 10 20 30 40 50 60 70 80 90 100 110 120 130102030405060708090100110120130140150160170 90 100 110 120 13040506070800102030102030405060708090100110120130140150160170 625 90 100 110 120 13010203040506070800102030405060708090100110120140150160170130625 625625 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 585 590 595 600 605 610 615 620 585 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 108.96 SQ FT 140.63 SQ FT FLETCHER LAKE EXCAVATION 1543.32 SQ FT 100-YEAR FLOOD EL 603.60 10-YEAR FLOOD EL 602.90 WSE = NATURAL WATER EL 602.00 585 590 595 600 605 610 615 620 0 10 20 30 40 50 60 70 80 90 100 110 120 130102030405060708090100110120130140150160170 585 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 124.69 SQ FT 163.33 SQ FT FLETCHER LAKE EXCAVATION 1796.86 SQ FT 100-YEAR FLOOD EL 603.60 10-YEAR FLOOD EL 602.90 WSE = NATURAL WATER EL 602.00  Copyright CMT,License No. 184-000613 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..Alec Sery20.0000 ' / in. D1143-sht-XSC-CompStorage_BassGill.dgn Default 11/20/2020 (7:11:09 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)7 2+60.30 2+74.37 2+64.31 2+89.31 EAST BASS AND GILL CLUB COMPENSATORY STORAGE 15 715 0 10 20 30 40 50 60 70 80 90 100 110 120 130102030405060708090100110120130140150160170 90 100 110 120 13040506070800102030102030405060708090100110120130140150160170 625 90 100 110 120 13010203040506070800102030405060708090100110120140150160170130625 625625 0 10 20 30 40 50 60 70 80 90 100 110 120 130102030405060708090100110120130140150160170 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 585 590 595 600 605 610 615 620 585 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 134.96 SQ FT 176.17 SQ FT FLETCHER LAKE EXCAVATION 1954.67 SQ FT 100-YEAR FLOOD EL 603.60 10-YEAR FLOOD EL 602.90 WSE = NATURAL WATER EL 602.00 585 590 595 600 605 610 615 620 585 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 136.46 SQ FT 180.08 SQ FT FLETCHER LAKE EXCAVATION 1985.55 SQ FT 10-YEAR FLOOD EL 602.90 WSE = NATURAL WATER EL 602.00 100-YEAR FLOOD EL 603.60  Copyright CMT,License No. 184-000613 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..Alec Sery20.0000 ' / in. D1143-sht-XSC-CompStorage_BassGill.dgn Default 11/20/2020 (7:11:10 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)8 2+92.37 3+02.66 3+14.31 3+39.31 EAST BASS AND GILL CLUB COMPENSATORY STORAGE 15 815 0 10 20 30 40 50 60 70 80 90 100 110 120 130102030405060708090100110120130140150160170 90 100 110 120 13040506070800102030102030405060708090100110120130140150160170 625 90 100 110 120 13010203040506070800102030405060708090100110120140150160170130625 625625 0 10 20 30 40 50 60 70 80 90 100 110 120 130102030405060708090100110120130140150160170 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 585 590 595 600 605 610 615 620 585 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 137.78 SQ FT 183.99 SQ FT FLETCHER LAKE EXCAVATION 2049.29 SQ FT 100-YEAR FLOOD EL 603.60 10-YEAR FLOOD EL 602.90 WSE = NATURAL WATER EL 602.00 585 590 595 600 605 610 615 620 585 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 140.46 SQ FT 187.24 SQ FT FLETCHER LAKE EXCAVATION 2108.90 SQ FT WSE = NATURAL WATER EL 602.00 100-YEAR FLOOD EL 603.60 10-YEAR FLOOD EL 602.90  Copyright CMT,License No. 184-000613 556+10.28 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..Alec Sery20.0000 ' / in. D1143-sht-XSC-CompStorage_BassGill.dgn Default 11/20/2020 (7:11:11 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)9 3+09.59 3+64.31 3+89.31 EAST BASS AND GILL CLUB COMPENSATORY STORAGE 15 915 0 10 20 30 40 50 60 70 80 90 100 110 120 130102030405060708090100110120130140150160170 90 100 110 120 13040506070800102030102030405060708090100110120130140150160170 625 90 100 110 120 13010203040506070800102030405060708090100110120140150160170130625 625625 0 10 20 30 40 50 60 70 80 90 100 110 120 130102030405060708090100110120130140150160170 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 585 590 595 600 605 610 615 620 585 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 147.19 SQ FT 194.89 SQ FT FLETCHER LAKE EXCAVATION 2121.93 SQ FT WSE = NATURAL WATER EL 602.00 100-YEAR FLOOD EL 603.60 10-YEAR FLOOD EL 602.90 585 590 595 600 605 610 615 620 585 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 149.66 SQ FT 197.50 SQ FT FLETCHER LAKE EXCAVATION 2112.06 SQ FT WSE = NATURAL WATER EL 602.00 100-YEAR FLOOD EL 603.60 10-YEAR FLOOD EL 602.90  Copyright CMT,License No. 184-000613 556+22.27 556+94.27 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..15Alec Sery20.0000 ' / in. D1143-sht-XSC-CompStorage_BassGill.dgn Default 11/20/2020 (7:11:13 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)10 4+39.31 4+14.31 EAST BASS AND GILL CLUB COMPENSATORY STORAGE 1015 0 10 20 30 40 50 60 70 80 90 100 110 120 130102030405060708090100110120130140150160170 90 100 110 120 13040506070800102030102030405060708090100110120130140150160170 625 90 100 110 120 13010203040506070800102030405060708090100110120140150160170130625 625625 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 585 590 595 600 605 610 615 620 585 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 131.02 SQ FT 162.95 SQ FT FLETCHER LAKE EXCAVATION 1500.62 SQ FT WSE = NATURAL WATER EL 602.00 100-YEAR FLOOD EL 603.60 10-YEAR FLOOD EL 602.90 585 590 595 600 605 610 615 620 0 10 20 30 40 50 60 70 80 90 100 110 120 130102030405060708090100110120130140150160170 585 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 112.12 SQ FT 139.86 SQ FT FLETCHER LAKE EXCAVATION 1277.29 SQ FT WSE = NATURAL WATER EL 602.00 100-YEAR FLOOD EL 603.60 10-YEAR FLOOD EL 602.90  Copyright CMT,License No. 184-000613 557+72.28 558+38.28 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..15Alec Sery20.0000 ' / in. D1143-sht-XSC-CompStorage_BassGill.dgn Default 11/20/2020 (7:11:14 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)11 4+64.31 4+89.31 EAST BASS AND GILL CLUB COMPENSATORY STORAGE 1115 0 10 20 30 40 50 60 70 80 90 100 110 120 130102030405060708090100110120130140150160170 90 100 110 120 13040506070800102030102030405060708090100110120130140150160170 625 90 100 110 120 13010203040506070800102030405060708090100110120140150160170130625 625625 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 585 590 595 600 605 610 615 620 585 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 109.65 SQ FT 136.60 SQ FT FLETCHER LAKE EXCAVATION 1176.56 SQ FT WSE = NATURAL WATER EL 602.00 100-YEAR FLOOD EL 603.60 10-YEAR FLOOD EL 602.90 585 590 595 600 605 610 615 620 0 10 20 30 40 50 60 70 80 90 100 110 120 130102030405060708090100110120130140150160170 585 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 107.03 SQ FT 133.47 SQ FT FLETCHER LAKE EXCAVATION 1093.52 SQ FT WSE = NATURAL WATER EL 602.00 100-YEAR FLOOD EL 603.60 10-YEAR FLOOD EL 602.90  Copyright CMT,License No. 184-000613 558+62.28 559+64.28 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..15Alec Sery20.0000 ' / in. D1143-sht-XSC-CompStorage_BassGill.dgn Default 11/20/2020 (7:11:16 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)12 5+14.31 5+39.31 EAST BASS AND GILL CLUB COMPENSATORY STORAGE 1215 0 10 20 30 40 50 60 70 80 90 100 110 120 130102030405060708090100110120130140150160170 90 100 110 120 13040506070800102030102030405060708090100110120130140150160170 625 90 100 110 120 13010203040506070800102030405060708090100110120140150160170130625 625625 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 585 590 595 600 605 610 615 620 585 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 107.08 SQ FT 133.30 SQ FT FLETCHER LAKE EXCAVATION 1013.55 SQ FT WSE = NATURAL WATER EL 602.00 100-YEAR FLOOD EL 603.60 10-YEAR FLOOD EL 602.90 585 590 595 600 605 610 615 620 0 10 20 30 40 50 60 70 80 90 100 110 120 130102030405060708090100110120130140150160170 585 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 103.68 SQ FT 128.97 SQ FT FLETCHER LAKE EXCAVATION 918.37 SQ FT WSE = NATURAL WATER EL 602.00 100-YEAR FLOOD EL 603.60 10-YEAR FLOOD EL 602.90  Copyright CMT,License No. 184-000613 559+94.28 560+12.28 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..15Alec Sery20.0000 ' / in. D1143-sht-XSC-CompStorage_BassGill.dgn Default 11/20/2020 (7:11:17 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)13 5+64.31 5+74.31 EAST BASS AND GILL CLUB COMPENSATORY STORAGE 1315 0 10 20 30 40 50 60 70 80 90 100 110 120 130102030405060708090100110120130140150160170 90 100 110 120 13040506070800102030102030405060708090100110120130140150160170 625625 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 585 590 595 600 605 610 615 620 625 585 590 595 600 605 610 615 620 6250102030405060708090100110120130102030405060708090100110120130140150160170 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 102.77 SQ FT 126.07 SQ FT FLETCHER LAKE EXCAVATION 862.89 SQ FT WSE = NATURAL WATER EL 602.00 100-YEAR FLOOD EL 603.60 10-YEAR FLOOD EL 602.90 585 590 595 600 605 610 615 620 0 10 20 30 40 50 60 70 80 90 100 110 120 130102030405060708090100110120130140150160170 585 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 93.56 SQ FT 116.55 SQ FT FLETCHER LAKE EXCAVATION 489.40 SQ FT WSE = NATURAL WATER EL 602.00 100-YEAR FLOOD EL 603.60 10-YEAR FLOOD EL 602.90  Copyright CMT,License No. 184-000613 560+48.28 560+90.27 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..15Alec Sery20.0000 ' / in. D1143-sht-XSC-CompStorage_BassGill.dgn Default 11/20/2020 (7:11:18 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)14 5+84.31 5+94.31 EAST BASS AND GILL CLUB COMPENSATORY STORAGE 1415 0 10 20 30 40 50 60 70 80 90 100 110 120 130102030405060708090100110120130140150160170 90 100 110 120 13040506070800102030102030405060708090100110120130140150160170 625625 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 585 590 595 600 605 610 615 620 625 585 590 595 600 605 610 615 620 6250102030405060708090100110120130102030405060708090100110120130140150160170 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 87.96 SQ FT 107.99 SQ FT FLETCHER LAKE EXCAVATION 95.29 SQ FT WSE = NATURAL WATER EL 602.00 100-YEAR FLOOD EL 603.60 10-YEAR FLOOD EL 602.90 585 590 595 600 605 610 615 620 0 10 20 30 40 50 60 70 80 90 100 110 120 130102030405060708090100110120130140150160170 585 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 0.00 SQ FT 0.00 SQ FT FLETCHER LAKE EXCAVATION 0.00 SQ FT WSE = NATURAL WATER EL 602.00 100-YEAR FLOOD EL 603.60 10-YEAR FLOOD EL 602.90  Copyright CMT,License No. 184-000613 561+62.27 562+18.14 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..15Alec Sery20.0000 ' / in. D1143-sht-XSC-CompStorage_BassGill.dgn Default 11/20/2020 (7:11:20 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)15 6+04.31 EAST BASS AND GILL CLUB COMPENSATORY STORAGE 1515 0 10 20 30 40 50 60 70 80 90 100 110 120 130102030405060708090100110120130140150160170 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 585 590 595 600 605 610 615 620 625 585 590 595 600 605 610 615 620 6250102030405060708090100110120130102030405060708090100110120130140150160170 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 0.00 SQ FT 0.00 SQ FT FLETCHER LAKE EXCAVATION 0.00 SQ FT WSE = NATURAL WATER EL 602.00 100-YEAR FLOOD EL 603.60 10-YEAR FLOOD EL 602.90  Copyright CMT,License No. 184-000613 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..13Alec Sery20.0000 ' / in. D1143-sht-XSC-CompStorage_BassGill.dgn Default 11/20/2020 (7:12:23 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V) 0+00.00 0+11.08 WEST BASS AND GILL CLUB COMPENSATORY STORAGE 1 0+00.00 0+11.08 113 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190102030405060708090100110 150 160 170 180 1908090100110120130140203040506070010102030405060708090100110 590 585 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190102030405060708090100110 625 625 585 0.00 SQ FT 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE FLETCHER LAKE EXCAVATION 0.00 SQ FT 0.00 SQ FT FLETCHER LAKE EXCAVATION 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 0.00 SQ FT 0.00 SQ FT 0.00 SQ FT 585 590 595 600 605 610 615 620 625 625 585 590 595 600 605 610 615 620 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190102030405060708090100110 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 595 600 605 610 615 620 10-YEAR FLOOD EL 602.90 100-YEAR FLOOD EL 603.60 WSE = NATURAL WATER EL 602.00 590 595 600 605 610 615 620 10-YEAR FLOOD EL 602.90 100-YEAR FLOOD EL 603.60 WSE = NATURAL WATER EL 602.00  Copyright CMT,License No. 184-000613 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..13Alec Sery20.0000 ' / in. D1143-sht-XSC-CompStorage_BassGill.dgn Default 11/20/2020 (7:12:25 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V) 0+49.61 0+64.30 WEST BASS AND GILL CLUB COMPENSATORY STORAGE 2 0+49.61 0+64.30 213 625 585 590 595 600 605 610 615 620 585 590 595 600 605 610 615 620 6250102030405060708090100110120130140150160170180190102030405060708090100110 190 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190102030405060708090100110 150 160 170 180 1908090100110120130140203040506070010102030405060708090100110 625 625 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 585 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 30.43 SQ FT 33.89 SQ FT FLETCHER LAKE EXCAVATION 81.29 SQ FT 10-YEAR FLOOD EL 602.90 100-YEAR FLOOD EL 603.60 WSE = NATURAL WATER EL 602.00 585 590 595 600 605 610 615 620 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180102030405060708090100110 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 49.91 SQ FT 58.94 SQ FT FLETCHER LAKE EXCAVATION 266.12 SQ FT 10-YEAR FLOOD EL 602.90 100-YEAR FLOOD EL 603.60 WSE = NATURAL WATER EL 602.00  Copyright CMT,License No. 184-000613 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..Alec Sery20.0000 ' / in. D1143-sht-XSC-CompStorage_BassGill.dgn Default 11/20/2020 (7:12:26 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V) 0+70.30 0+95.30 WEST BASS AND GILL CLUB COMPENSATORY STORAGE 133 0+70.30 0+95.30 313 625 585 590 595 600 605 610 615 620 585 590 595 600 605 610 615 620 6250102030405060708090100110120130140150160170180190102030405060708090100110 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190102030405060708090100110 150 160 170 180 1908090100110120130140203040506070010102030405060708090100110 625 190 625 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 585 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 57.96 SQ FT 69.28 SQ FT FLETCHER LAKE EXCAVATION 371.12 SQ FT 10-YEAR FLOOD EL 602.90 100-YEAR FLOOD EL 603.60 WSE = NATURAL WATER EL 602.00 585 590 595 600 605 610 615 620 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180102030405060708090100110 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 91.72 SQ FT 112.68 SQ FT FLETCHER LAKE EXCAVATION 866.93 SQ FT 10-YEAR FLOOD EL 602.90 100-YEAR FLOOD EL 603.60 WSE = NATURAL WATER EL 602.00  Copyright CMT,License No. 184-000613 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..13Alec Sery20.0000 ' / in. D1143-sht-XSC-CompStorage_BassGill.dgn Default 11/20/2020 (7:12:28 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V) 1+20.30 1+45.30 WEST BASS AND GILL CLUB COMPENSATORY STORAGE 4 1+20.30 1+45.30 413 625 585 590 595 600 605 610 615 620 585 590 595 600 605 610 615 620 6250102030405060708090100110120130140150160170180190102030405060708090100110 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190102030405060708090100110 150 160 170 180 1908090100110120130140203040506070010102030405060708090100110 625 190 625 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 585 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 123.09 SQ FT 153.02 SQ FT FLETCHER LAKE EXCAVATION 1389.86 SQ FT WSE = NATURAL WATER EL 602.00 100-YEAR FLOOD EL 603.60 10-YEAR FLOOD EL 602.90 585 590 595 600 605 610 615 620 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180102030405060708090100110 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 155.66 SQ FT 194.90 SQ FT FLETCHER LAKE EXCAVATION 1969.63 SQ FT WSE = NATURAL WATER EL 602.00 100-YEAR FLOOD EL 603.60 10-YEAR FLOOD EL 602.90  Copyright CMT,License No. 184-000613 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..13Alec Sery20.0000 ' / in. D1143-sht-XSC-CompStorage_BassGill.dgn Default 11/20/2020 (7:12:29 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V) 1+70.30 1+70.30 WEST BASS AND GILL CLUB COMPENSATORY STORAGE 5 1+70.30 1+70.30 513 585 590 595 600 605 610 615 620 6250102030405060708090100110120130140150160170180102030405060708090100110 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180102030405060708090100110 625 625 585 625 180 190 200 210 220 230 180 190 200 210 220 230 585 590 595 600 605 610 615 620 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 585 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 189.57 SQ FT 238.50 SQ FT FLETCHER LAKE EXCAVATION 2587.74 SQ FT WSE = NATURAL WATER EL 602.00 100-YEAR FLOOD EL 603.60 10-YEAR FLOOD EL 602.90 585 590 595 600 605 610 615 620 WSE = NATURAL WATER EL 602.00 100-YEAR FLOOD EL 603.60 10-YEAR FLOOD EL 602.90 MATCHLINEMATCHLINE Copyright CMT,License No. 184-000613 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..13Alec Sery20.0000 ' / in. D1143-sht-XSC-CompStorage_BassGill.dgn Default 11/20/2020 (7:12:31 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V) 1+95.30 1+95.30 WEST BASS AND GILL CLUB COMPENSATORY STORAGE 6 1+95.30 1+95.30 613 585 590 595 600 605 610 615 620 625 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180102030405060708090100110 625 180 190 200 210 220 230 180 190 200 210 220 230 625 585 590 595 600 605 610 615 620 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180102030405060708090100110 620 625 620 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 585 590 595 600 605 610 615 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 184.42 SQ FT 249.99 SQ FT FLETCHER LAKE EXCAVATION 3144.07 SQ FT WSE = NATURAL WATER EL 602.00 100-YEAR FLOOD EL 603.60 10-YEAR FLOOD EL 602.90 585 590 595 600 605 610 615 100-YEAR FLOOD EL 603.60 WSE = NATURAL WATER EL 602.00 10-YEAR FLOOD EL 602.90 MATCHLINEMATCHLINE Copyright CMT,License No. 184-000613 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..13Alec Sery20.0000 ' / in. D1143-sht-XSC-CompStorage_BassGill.dgn Default 11/20/2020 (7:12:32 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V) 2+20.30 2+20.30 WEST BASS AND GILL CLUB COMPENSATORY STORAGE 7 2+20.30 2+20.30 713 585 590 595 600 605 610 615 620 625 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180102030405060708090100110 625 585 590 595 600 605 610 615 620 180 190 200 210 220 230 180 190 200 210 220 230 620 625 2030405060708090100110 0 10 20 30 4010 50 60 70 80 90 100 110 120 130 140 150 160 170 180 620 625 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 585 590 595 600 605 610 615 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 137.94 SQ FT 215.93 SQ FT FLETCHER LAKE EXCAVATION 2961.29 SQ FT 100-YEAR FLOOD EL 603.60 WSE = NATURAL WATER EL 602.00 10-YEAR FLOOD EL 602.90 585 590 595 600 605 610 615 10-YEAR FLOOD EL 602.90 100-YEAR FLOOD EL 603.60 WSE = NATURAL WATER EL 602.00 MATCHLINEMATCHLINE Copyright CMT,License No. 184-000613 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..13Alec Sery20.0000 ' / in. D1143-sht-XSC-CompStorage_BassGill.dgn Default 11/20/2020 (7:12:37 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V) 2+45.30 2+45.30 WEST BASS AND GILL CLUB COMPENSATORY STORAGE 8 2+45.30 2+45.30 813 585 590 595 600 605 610 615 620 625 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180102030405060708090100110 625 585 590 595 600 605 610 615 620 180 190 200 210 220 230 180 190 200 210 220 230 620 625 2030405060708090100110 0 10 20 30 4010 50 60 70 80 90 100 110 120 130 140 150 160 170 180625 620 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 585 590 595 600 605 610 615 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 100.44 SQ FT 131.18 SQ FT FLETCHER LAKE EXCAVATION 1993.65 SQ FT WSE = NATURAL WATER EL 602.00 10-YEAR FLOOD EL 602.90 100-YEAR FLOOD EL 603.60 585 590 595 600 605 610 615 10-YEAR FLOOD EL 602.90 100-YEAR FLOOD EL 603.60 WSE = NATURAL WATER EL 602.00 MATCHLINEMATCHLINE Copyright CMT,License No. 184-000613 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..13Alec Sery20.0000 ' / in. D1143-sht-XSC-CompStorage_BassGill.dgn Default 11/20/2020 (7:12:38 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V) 2+70.30 3+06.50 WEST BASS AND GILL CLUB COMPENSATORY STORAGE 9 2+70.30 3+06.50 913 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190102030405060708090100110 150 160 170 180 1908090100110120130140203040506070010102030405060708090100110 625625 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 585 590 595 600 605 610 615 620 625 585 590 595 600 605 610 615 620 6250102030405060708090100110120130140150160170180190102030405060708090100110 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 86.91 SQ FT 113.18 SQ FT FLETCHER LAKE EXCAVATION 1356.54 SQ FT 10-YEAR FLOOD EL 602.90 100-YEAR FLOOD EL 603.60 WSE = NATURAL WATER EL 602.00 585 590 595 600 605 610 615 620 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190102030405060708090100110 585 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 65.15 SQ FT 84.72 SQ FT FLETCHER LAKE EXCAVATION 915.09 SQ FT 10-YEAR FLOOD EL 602.90 100-YEAR FLOOD EL 603.60 WSE = NATURAL WATER EL 602.00  Copyright CMT,License No. 184-000613 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..13Alec Sery20.0000 ' / in. D1143-sht-XSC-CompStorage_BassGill.dgn Default 11/20/2020 (7:12:40 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)10 3+18.69 3+39.68 WEST BASS AND GILL CLUB COMPENSATORY STORAGE 3+18.69 3+39.68 1013 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190102030405060708090100110 150 160 170 180 1908090100110120130140203040506070010102030405060708090100110 625625 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 585 590 595 600 605 610 615 620 625 585 590 595 600 605 610 615 620 6250102030405060708090100110120130140150160170180190102030405060708090100110 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 61.86 SQ FT 79.86 SQ FT FLETCHER LAKE EXCAVATION 668.28 SQ FT 10-YEAR FLOOD EL 602.90 100-YEAR FLOOD EL 603.60 WSE = NATURAL WATER EL 602.00 585 590 595 600 605 610 615 620 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190102030405060708090100110 585 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 43.48 SQ FT 48.08 SQ FT FLETCHER LAKE EXCAVATION 82.14 SQ FT 10-YEAR FLOOD EL 602.90 100-YEAR FLOOD EL 603.60 WSE = NATURAL WATER EL 602.00  Copyright CMT,License No. 184-000613 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..13Alec Sery20.0000 ' / in. D1143-sht-XSC-CompStorage_BassGill.dgn Default 11/20/2020 (7:12:41 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)11 3+54.63 3+69.17 WEST BASS AND GILL CLUB COMPENSATORY STORAGE 3+54.63 3+69.17 1113 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190102030405060708090100110 150 160 170 180 1908090100110120130140203040506070010102030405060708090100110 625625 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 585 590 595 600 605 610 615 620 625 585 590 595 600 605 610 615 620 6250102030405060708090100110120130140150160170180190102030405060708090100110 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 0.00 SQ FT 0.00 SQ FT FLETCHER LAKE EXCAVATION 0.00 SQ FT 10-YEAR FLOOD EL 602.90 100-YEAR FLOOD EL 603.60 WSE = NATURAL WATER EL 602.00 585 590 595 600 605 610 615 620 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190102030405060708090100110 585 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 0.00 SQ FT 0.00 SQ FT FLETCHER LAKE EXCAVATION 0.00 SQ FT 10-YEAR FLOOD EL 602.90 100-YEAR FLOOD EL 603.60 WSE = NATURAL WATER EL 602.00  Copyright CMT,License No. 184-000613 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..13Alec Sery20.0000 ' / in. D1143-sht-XSC-CompStorage_BassGill.dgn Default 11/20/2020 (7:12:43 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)12 3+70.91 3+83.92 WEST BASS AND GILL CLUB COMPENSATORY STORAGE 3+70.91 3+83.92 1213 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190102030405060708090100110 150 160 170 180 1908090100110120130140203040506070010102030405060708090100110 625625 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 585 590 595 600 605 610 615 620 625 585 590 595 600 605 610 615 620 6250102030405060708090100110120130140150160170180190102030405060708090100110 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 0.00 SQ FT 0.00 SQ FT FLETCHER LAKE EXCAVATION 0.00 SQ FT 10-YEAR FLOOD EL 602.90 100-YEAR FLOOD EL 603.60 WSE = NATURAL WATER EL 602.00 585 590 595 600 605 610 615 620 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190102030405060708090100110 585 590 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 0.00 SQ FT 0.00 SQ FT FLETCHER LAKE EXCAVATION 0.00 SQ FT 10-YEAR FLOOD EL 602.90 100-YEAR FLOOD EL 603.60 WSE = NATURAL WATER EL 602.00  Copyright CMT,License No. 184-000613 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..13Alec Sery20.0000 ' / in. D1143-sht-XSC-CompStorage_BassGill.dgn Default 11/20/2020 (7:12:44 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)13 3+86.15 3+94.01 WEST BASS AND GILL CLUB COMPENSATORY STORAGE 3+86.15 3+94.01 1313 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190102030405060708090100110 150 160 170 180 1908090100110120130140203040506070010102030405060708090100110 625625 0.00 SQ FT 0.00 SQ FT 0.00 SQ FTFLETCHER LAKE EXCAVATION 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190102030405060708090100110 585585 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 585 590 595 600 605 610 615 620 625 585 590 595 600 605 610 615 620 6250102030405060708090100110120130140150160170180190102030405060708090100110 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 0.00 SQ FT 0.00 SQ FT FLETCHER LAKE EXCAVATION 0.00 SQ FT 10-YEAR FLOOD EL 602.90 100-YEAR FLOOD EL 603.60 WSE = NATURAL WATER EL 602.00 590 595 600 605 610 615 620 590 595 600 605 610 615 620 10-YEAR FLOOD EL 602.90 100-YEAR FLOOD EL 603.60 WSE = NATURAL WATER EL 602.00  Copyright CMT,License No. 184-000613 143rd STREET EXTENSION PHASE I ADDENDUM LOCATION DRAINAGE STUDY JANUARY 2020 REVISED: MARCH 2021 Appendix B EXHIBIT 3-00B: FILL AND COMPENSATORY STORAGE CROSS SECTIONS LILY CACHE COMPENSATORY STORAGE Alec Sery == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..20.0000 ' / in. D1143-sht-XSC-CompStore_LilyCache.dgn Default 9 11/20/2020 (7:13:44 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)1 1+35.00 1+40.00 LILY CACHE CREEK COMPENSATORY STORAGE 9 1+35.00 1+40.00 1 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 0.00 SQ FT 0.00 SQ FT 595 0 10 20 30 40 50 60 70 80 90 100102030405060708090100 595 595 0 10 20 30 40 50 60 70 80 90 100102030405060708090100 595 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 0.00 SQ FT 0.00 SQ FT U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 600 605 610 615 620 625 630 600 605 610 615 620 625 6300102030405060708090100102030405060708090100 100-YEAR FLOOD EL 606.23 10-YEAR FLOOD EL 604.81 WSE = NATURAL WATER EL 603.60 600 605 610 615 620 625 630 600 605 610 615 620 625 6300102030405060708090100102030405060708090100 100-YEAR FLOOD EL 606.23 10-YEAR FLOOD EL 604.81 WSE = NATURAL WATER EL 603.60  Copyright CMT,License No. 184-000613 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..Alec Sery20.0000 ' / in. D1143-sht-XSC-CompStore_LilyCache.dgn Default 9 11/20/2020 (7:13:45 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)2 1+45.00 1+50.00 LILY CACHE CREEK COMPENSATORY STORAGE 9 1+45.00 1+50.00 2 595 0 10 20 30 40 50 60 70 80 90 100102030405060708090100 595 595 0 10 20 30 40 50 60 70 80 90 100102030405060708090100 595 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 0.33 SQ FT 0.00 SQ FT 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 7.35 SQ FT 0.00 SQ FT U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 600 605 610 615 620 625 630 600 605 610 615 620 625 6300102030405060708090100102030405060708090100 100-YEAR FLOOD EL 606.23 10-YEAR FLOOD EL 604.81 WSE = NATURAL WATER EL 603.60 600 605 610 615 620 625 630 600 605 610 615 620 625 6300102030405060708090100102030405060708090100 100-YEAR FLOOD EL 606.23 10-YEAR FLOOD EL 604.81 WSE = NATURAL WATER EL 603.60  Copyright CMT,License No. 184-000613 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..Alec Sery20.0000 ' / in. D1143-sht-XSC-CompStore_LilyCache.dgn Default 9 11/20/2020 (7:13:46 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)3 1+55.00 1+60.00 LILY CACHE CREEK COMPENSATORY STORAGE 9 1+55.00 1+60.00 3 595 0 10 20 30 40 50 60 70 80 90 100102030405060708090100 595 14.86 SQ FT 0.00 SQ FT 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 600 605 610 615 620 625 630 600 605 610 615 620 625 6300102030405060708090100102030405060708090100 100-YEAR FLOOD EL 606.23 10-YEAR FLOOD EL 604.81 WSE = NATURAL WATER EL 603.60 595 600 605 610 615 620 625 630 0 10 20 30 40 50 60 70 80 90 100102030405060708090100 595 600 605 610 615 620 625 6300102030405060708090100102030405060708090100 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 22.37 SQ FT 0.00 SQ FT 100-YEAR FLOOD EL 606.23 10-YEAR FLOOD EL 604.81 WSE = NATURAL WATER EL 603.60  Copyright CMT,License No. 184-000613 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..Alec Sery20.0000 ' / in. D1143-sht-XSC-CompStore_LilyCache.dgn Default 9 11/20/2020 (7:13:47 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)4 1+71.70 1+89.61 LILY CACHE CREEK COMPENSATORY STORAGE 9 1+71.70 1+89.61 4 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 595 600 605 610 615 620 625 630 0 10 20 30 40 50 60 70 80 90 100102030405060708090100 595 600 605 610 615 620 625 6300102030405060708090100102030405060708090100 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 39.54 SQ FT 0.00 SQ FT 100-YEAR FLOOD EL 606.23 10-YEAR FLOOD EL 604.81 WSE = NATURAL WATER EL 603.60 595 600 605 610 615 620 625 630 0 10 20 30 40 50 60 70 80 90 100102030405060708090100 595 600 605 610 615 620 625 6300102030405060708090100102030405060708090100 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 50.59 SQ FT 12.56 SQ FT 100-YEAR FLOOD EL 606.23 10-YEAR FLOOD EL 604.81 WSE = NATURAL WATER EL 603.60  Copyright CMT,License No. 184-000613 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..Alec Sery20.0000 ' / in. D1143-sht-XSC-CompStore_LilyCache.dgn Default 9 11/20/2020 (7:13:47 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)5 2+09.64 2+31.13 LILY CACHE CREEK COMPENSATORY STORAGE 9 2+09.64 2+31.13 5 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 595 600 605 610 615 620 625 630 0 10 20 30 40 50 60 70 80 90 100102030405060708090100 595 600 605 610 615 620 625 6300102030405060708090100102030405060708090100 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 53.30 SQ FT 22.38 SQ FT 100-YEAR FLOOD EL 606.23 10-YEAR FLOOD EL 604.81 WSE = NATURAL WATER EL 603.60 595 600 605 610 615 620 625 630 0 10 20 30 40 50 60 70 80 90 100102030405060708090100 595 600 605 610 615 620 625 6300102030405060708090100102030405060708090100 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 50.85 SQ FT 23.40 SQ FT 100-YEAR FLOOD EL 606.23 10-YEAR FLOOD EL 604.81 WSE = NATURAL WATER EL 603.60  Copyright CMT,License No. 184-000613 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..Alec Sery20.0000 ' / in. D1143-sht-XSC-CompStore_LilyCache.dgn Default 9 11/20/2020 (7:13:48 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)6 2+38.20 2+57.24 LILY CACHE CREEK COMPENSATORY STORAGE 9 2+38.20 2+57.24 6 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 595 600 605 610 615 620 625 630 0 10 20 30 40 50 60 70 80 90 100102030405060708090100 595 600 605 610 615 620 625 6300102030405060708090100102030405060708090100 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 53.32 SQ FT 23.91 SQ FT 100-YEAR FLOOD EL 606.23 10-YEAR FLOOD EL 604.81 WSE = NATURAL WATER EL 603.60 595 600 605 610 615 620 625 630 0 10 20 30 40 50 60 70 80 90 100102030405060708090100 595 600 605 610 615 620 625 6300102030405060708090100102030405060708090100 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 59.30 SQ FT 25.18 SQ FT 100-YEAR FLOOD EL 606.23 10-YEAR FLOOD EL 604.81 WSE = NATURAL WATER EL 603.60  Copyright CMT,License No. 184-000613 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..Alec Sery20.0000 ' / in. D1143-sht-XSC-CompStore_LilyCache.dgn Default 9 11/20/2020 (7:13:49 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)7 2+60.30 2+74.37 LILY CACHE CREEK COMPENSATORY STORAGE 9 2+60.30 2+74.37 7 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 595 600 605 610 615 620 625 630 0 10 20 30 40 50 60 70 80 90 100102030405060708090100 595 600 605 610 615 620 625 6300102030405060708090100102030405060708090100 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 59.83 SQ FT 25.32 SQ FT 100-YEAR FLOOD EL 606.23 10-YEAR FLOOD EL 604.81 WSE = NATURAL WATER EL 603.60 595 600 605 610 615 620 625 630 0 10 20 30 40 50 60 70 80 90 100102030405060708090100 595 600 605 610 615 620 625 6300102030405060708090100102030405060708090100 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 64.19 SQ FT 27.57 SQ FT 100-YEAR FLOOD EL 606.23 10-YEAR FLOOD EL 604.81 WSE = NATURAL WATER EL 603.60  Copyright CMT,License No. 184-000613 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..Alec Sery20.0000 ' / in. D1143-sht-XSC-CompStore_LilyCache.dgn Default 9 11/20/2020 (7:13:50 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)8 2+92.37 3+02.66 LILY CACHE CREEK COMPENSATORY STORAGE 9 2+92.37 3+02.66 8 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 595 600 605 610 615 620 625 630 0 10 20 30 40 50 60 70 80 90 100102030405060708090100 595 600 605 610 615 620 625 6300102030405060708090100102030405060708090100 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 8.98 SQ FT 32.66 SQ FT 100-YEAR FLOOD EL 606.23 10-YEAR FLOOD EL 604.81 WSE = NATURAL WATER EL 603.60 595 600 605 610 615 620 625 630 0 10 20 30 40 50 60 70 80 90 100102030405060708090100 595 600 605 610 615 620 625 6300102030405060708090100102030405060708090100 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 0.00 SQ FT 21.58 SQ FT 100-YEAR FLOOD EL 606.23 10-YEAR FLOOD EL 604.81 WSE = NATURAL WATER EL 603.60  Copyright CMT,License No. 184-000613 556+10.28 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..Alec Sery20.0000 ' / in. D1143-sht-XSC-CompStore_LilyCache.dgn Default 9 11/20/2020 (7:13:51 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)9 3+09.59 LILY CACHE CREEK COMPENSATORY STORAGE 9 3+09.59 9 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 595 600 605 610 615 620 625 630 0 10 20 30 40 50 60 70 80 90 100102030405060708090100 595 600 605 610 615 620 625 6300102030405060708090100102030405060708090100 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 0.00 SQ FT 0.00 SQ FT 100-YEAR FLOOD EL 606.23 10-YEAR FLOOD EL 604.81 WSE = NATURAL WATER EL 603.60  Copyright CMT,License No. 184-000613 143rd STREET EXTENSION PHASE I ADDENDUM LOCATION DRAINAGE STUDY JANUARY 2020 REVISED: MARCH 2021 Appendix B EXHIBIT 3-00B: FILL AND COMPENSATORY STORAGE CROSS SECTIONS DUPAGE RIVER COMPENSATORY STORAGE MATCHLINE STA. 6+32.57MATCHLINE STA. 6+32.57 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..Alec Sery20.0000 ' / in. D1143-sht-XSC-DupageRiverCut_DuPageCOMPSTORAGE.dgn Default 11/20/2020 (6:05:04 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)1 DUPAGE RIVER COMPENSATORY STORAGE 18 118 6+32.57 6+32.57 595 600 605 610 615 620 625 595 600 605 610 615 620 625 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 595 600 605 610 615 620 6250102030405060708090100110120130140150 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 0.00 SQ FT 0.00 SQ FT 595 600 605 610 615 620 625 0102030405060708090100110120130140150160170180190200 0102030405060708090100110120130140150160170180190200 100-YEAR FLOOD EL 606.99 10-YEAR FLOOD EL 604.94 WSE FROM CROSS SECTION 108123 100-YEAR FLOOD EL 606.99 WSE FROM CROSS SECTION 108123 10-YEAR FLOOD EL 604.94 U. 0380 WILL06-00040-00-FP 05/27/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME =  Copyright CMT,License No. 184-000613 MATCHLINE STA. 6+34.67MATCHLINE STA. 6+34.67 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..Alec Sery20.0000 ' / in. D1143-sht-XSC-DupageRiverCut_DuPageCOMPSTORAGE.dgn Default 11/20/2020 (6:05:05 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)2 DUPAGE RIVER COMPENSATORY STORAGE 18 218 6+34.67 6+34.67 595 600 605 610 615 620 625 595 600 605 610 615 620 625 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 595 600 605 610 615 620 6250102030405060708090100110120130140150 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 0.00 SQ FT 0.00 SQ FT 595 600 605 610 615 620 625 0102030405060708090100110120130140150160170180190200 0102030405060708090100110120130140150160170180190200 100-YEAR FLOOD EL 606.99 10-YEAR FLOOD EL 604.94 WSE FROM CROSS SECTION 108123 100-YEAR FLOOD EL 606.99 WSE FROM CROSS SECTION 108123 10-YEAR FLOOD EL 604.94 U. 0380 WILL06-00040-00-FP 05/27/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME =  Copyright CMT,License No. 184-000613 MATCHLINE STA. 6+34.67MATCHLINE STA. 6+65.28 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..Alec Sery20.0000 ' / in. D1143-sht-XSC-DupageRiverCut_DuPageCOMPSTORAGE.dgn Default 11/20/2020 (6:05:06 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)3 DUPAGE RIVER COMPENSATORY STORAGE 18 318 6+65.28 6+65.28 595 600 605 610 615 620 625 595 600 605 610 615 620 625 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 595 600 605 610 615 620 6250102030405060708090100110120130140150 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 504.34 SQ FT 219.65 SQ FT 595 600 605 610 615 620 625 0102030405060708090100110120130140150160170180190200 0102030405060708090100110120130140150160170180190200 100-YEAR FLOOD EL 606.99 10-YEAR FLOOD EL 604.94 WSE FROM CROSS SECTION 108123 100-YEAR FLOOD EL 606.99 10-YEAR FLOOD EL 604.94 WSE FROM CROSS SECTION 108123 U. 0380 WILL06-00040-00-FP 05/27/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME =  Copyright CMT,License No. 184-000613 MATCHLINE STA. 6+73.80MATCHLINE STA. 6+73.80 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..Alec Sery20.0000 ' / in. D1143-sht-XSC-DupageRiverCut_DuPageCOMPSTORAGE.dgn Default 11/20/2020 (6:05:07 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)4 DUPAGE RIVER COMPENSATORY STORAGE 18 418 6+73.80 6+73.80 595 600 605 610 615 620 625 595 600 605 610 615 620 625 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 595 600 605 610 615 620 6250102030405060708090100110120130140150 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 559.20 SQ FT 671.04 SQ FT 595 600 605 610 615 620 625 0102030405060708090100110120130140150160170180190200 0102030405060708090100110120130140150160170180190200 100-YEAR FLOOD EL 606.99 10-YEAR FLOOD EL 604.94 WSE FROM CROSS SECTION 108123 100-YEAR FLOOD EL 606.99 10-YEAR FLOOD EL 604.94 WSE FROM CROSS SECTION 108123 U. 0380 WILL06-00040-00-FP 05/27/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME =  Copyright CMT,License No. 184-000613 MATCHLINE STA. 6+91.53MATCHLINE STA. 6+91.53 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..Alec Sery20.0000 ' / in. D1143-sht-XSC-DupageRiverCut_DuPageCOMPSTORAGE.dgn Default 11/20/2020 (6:05:07 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)5 DUPAGE RIVER COMPENSATORY STORAGE 18 518 6+91.53 6+91.53 595 600 605 610 615 620 625 595 600 605 610 615 620 625 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 595 600 605 610 615 620 6250102030405060708090100110120130140150 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 546.35 SQ FT 728.60 SQ FT 595 600 605 610 615 620 625 0102030405060708090100110120130140150160170180190200 0102030405060708090100110120130140150160170180190200 100-YEAR FLOOD EL 606.99 10-YEAR FLOOD EL 604.94 WSE FROM CROSS SECTION 108123 100-YEAR FLOOD EL 606.99 10-YEAR FLOOD EL 604.94 WSE FROM CROSS SECTION 108123 U. 0380 WILL06-00040-00-FP 05/27/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME =  Copyright CMT,License No. 184-000613 MATCHLINE STA. 7+21.74MATCHLINE STA. 7+21.74 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..Alec Sery20.0000 ' / in. D1143-sht-XSC-DupageRiverCut_DuPageCOMPSTORAGE.dgn Default 11/20/2020 (6:05:08 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)6 DUPAGE RIVER COMPENSATORY STORAGE 18 618 7+21.74 7+21.74 595 600 605 610 615 620 625 595 600 605 610 615 620 625 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 595 600 605 610 615 620 6250102030405060708090100110120130140150 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 575.42 SQ FT 819.37 SQ FT 595 600 605 610 615 620 625 0102030405060708090100110120130140150160170180190200 0102030405060708090100110120130140150160170180190200 100-YEAR FLOOD EL 606.99 10-YEAR FLOOD EL 604.94 WSE FROM CROSS SECTION 108123 100-YEAR FLOOD EL 606.99 10-YEAR FLOOD EL 604.94 WSE FROM CROSS SECTION 108123 U. 0380 WILL06-00040-00-FP 05/27/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME =  Copyright CMT,License No. 184-000613 MATCHLINE STA. 8+24.87MATCHLINE STA. 8+24.87 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..Alec Sery20.0000 ' / in. D1143-sht-XSC-DupageRiverCut_DuPageCOMPSTORAGE.dgn Default 11/20/2020 (6:05:09 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)7 DUPAGE RIVER COMPENSATORY STORAGE 18 718 8+24.87 8+24.87 595 600 605 610 615 620 625 595 600 605 610 615 620 625 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 595 600 605 610 615 620 6250102030405060708090100110120130140150 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 619.16 SQ FT 1033.74 SQ FT 595 600 605 610 615 620 625 0102030405060708090100110120130140150160170180190200 0102030405060708090100110120130140150160170180190200 100-YEAR FLOOD EL 606.99 10-YEAR FLOOD EL 604.94 WSE FROM CROSS SECTION 108123 10-YEAR FLOOD EL 604.94 WSE FROM CROSS SECTION 108123 100-YEAR FLOOD EL 606.99 U. 0380 WILL06-00040-00-FP 05/27/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME =  Copyright CMT,License No. 184-000613 MATCHLINE STA. 8+48.39MATCHLINE STA. 8+48.39 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..Alec Sery20.0000 ' / in. D1143-sht-XSC-DupageRiverCut_DuPageCOMPSTORAGE.dgn Default 11/20/2020 (6:05:10 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)8 DUPAGE RIVER COMPENSATORY STORAGE 18 818 8+48.39 8+48.39 595 600 605 610 615 620 625 595 600 605 610 615 620 625 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 595 600 605 610 615 620 6250102030405060708090100110120130140150 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 624.69 SQ FT 1079.91 SQ FT 595 600 605 610 615 620 625 0102030405060708090100110120130140150160170180190200 0102030405060708090100110120130140150160170180190200 100-YEAR FLOOD EL 606.99 10-YEAR FLOOD EL 604.94 WSE FROM CROSS SECTION 108123 10-YEAR FLOOD EL 604.94 WSE FROM CROSS SECTION 108123 100-YEAR FLOOD EL 606.99 U. 0380 WILL06-00040-00-FP 05/27/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME =  Copyright CMT,License No. 184-000613 MATCHLINE STA. 8+53.90MATCHLINE STA. 8+53.90 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..Alec Sery20.0000 ' / in. D1143-sht-XSC-DupageRiverCut_DuPageCOMPSTORAGE.dgn Default 11/20/2020 (6:05:10 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V)9 DUPAGE RIVER COMPENSATORY STORAGE 18 918 8+53.90 8+53.90 595 600 605 610 615 620 625 595 600 605 610 615 620 625 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 595 600 605 610 615 620 6250102030405060708090100110120130140150 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 616.38 SQ FT 1089.30 SQ FT 595 600 605 610 615 620 625 0102030405060708090100110120130140150160170180190200 0102030405060708090100110120130140150160170180190200 100-YEAR FLOOD EL 606.99 10-YEAR FLOOD EL 604.94 WSE FROM CROSS SECTION 108123 10-YEAR FLOOD EL 604.94 WSE FROM CROSS SECTION 108123 100-YEAR FLOOD EL 606.99 U. 0380 WILL06-00040-00-FP 05/27/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME =  Copyright CMT,License No. 184-000613 MATCHLINE STA. 8+74.26MATCHLINE STA. 8+74.26 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..Alec Sery20.0000 ' / in. D1143-sht-XSC-DupageRiverCut_DuPageCOMPSTORAGE.dgn Default 11/20/2020 (6:05:11 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V) DUPAGE RIVER COMPENSATORY STORAGE 1810 1018 8+74.26 8+74.26 595 600 605 610 615 620 625 595 600 605 610 615 620 625 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 595 600 605 610 615 620 6250102030405060708090100110120130140150 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 604.73 SQ FT 1121.38 SQ FT 595 600 605 610 615 620 625 0102030405060708090100110120130140150160170180190200 0102030405060708090100110120130140150160170180190200 100-YEAR FLOOD EL 606.99 10-YEAR FLOOD EL 604.94 WSE FROM CROSS SECTION 108123 10-YEAR FLOOD EL 604.94 WSE FROM CROSS SECTION 108123 100-YEAR FLOOD EL 606.99 U. 0380 WILL06-00040-00-FP 05/27/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME =  Copyright CMT,License No. 184-000613 MATCHLINE STA. 9+02.88MATCHLINE STA. 9+02.88 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..Alec Sery20.0000 ' / in. D1143-sht-XSC-DupageRiverCut_DuPageCOMPSTORAGE.dgn Default 11/20/2020 (6:05:12 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V) DUPAGE RIVER COMPENSATORY STORAGE 1811 1118 9+02.88 9+02.88 595 600 605 610 615 620 625 595 600 605 610 615 620 625 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 595 600 605 610 615 620 6250102030405060708090100110120130140150 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 591.27 SQ FT 1176.13 SQ FT 595 600 605 610 615 620 625 0102030405060708090100110120130140150160170180190200 0102030405060708090100110120130140150160170180190200 100-YEAR FLOOD EL 606.99 10-YEAR FLOOD EL 604.94 WSE FROM CROSS SECTION 108123 10-YEAR FLOOD EL 604.94 WSE FROM CROSS SECTION 108123 100-YEAR FLOOD EL 606.99 U. 0380 WILL06-00040-00-FP 05/27/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME =  Copyright CMT,License No. 184-000613 MATCHLINE STA. 9+20.84MATCHLINE STA. 9+20.84 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..Alec Sery20.0000 ' / in. D1143-sht-XSC-DupageRiverCut_DuPageCOMPSTORAGE.dgn Default 11/20/2020 (6:05:13 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V) DUPAGE RIVER COMPENSATORY STORAGE 1812 1218 9+20.84 9+20.84 595 600 605 610 615 620 625 595 600 605 610 615 620 625 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 595 600 605 610 615 620 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 551.46 SQ FT 1205.72 SQ FT 595 600 605 610 615 625 0102030405060708090100110120130140150160170180190200 0102030405060708090100110120130140150160170180190200 100-YEAR FLOOD EL 606.99 10-YEAR FLOOD EL 604.94 WSE FROM CROSS SECTION 108123 130 140 1500102030405060708090100110120625 620 10-YEAR FLOOD EL 604.94 WSE FROM CROSS SECTION 108123 100-YEAR FLOOD EL 606.99 U. 0380 WILL06-00040-00-FP 05/27/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME =  Copyright CMT,License No. 184-000613 MATCHLINE STA. 9+60.03MATCHLINE STA. 9+60.03 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..Alec Sery20.0000 ' / in. D1143-sht-XSC-DupageRiverCut_DuPageCOMPSTORAGE.dgn Default 11/20/2020 (6:05:14 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V) DUPAGE RIVER COMPENSATORY STORAGE 1813 1318 9+60.03 9+60.03 595 600 605 610 615 620 625 595 600 605 610 615 620 625 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 469.49 SQ FT 1088.17 SQ FT 0102030405060708090100110120130140150160170180190200 0102030405060708090100110120130140150160170180190200 100-YEAR FLOOD EL 606.99 10-YEAR FLOOD EL 604.94 WSE FROM CROSS SECTION 108123 595 600 605 610 615 625 620 595 600 605 610 615 620 625 100-YEAR FLOOD EL 606.99 WSE FROM CROSS SECTION 108123 10-YEAR FLOOD EL 604.94 U. 0380 WILL06-00040-00-FP 05/27/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME =  Copyright CMT,License No. 184-000613 MATCHLINE STA. 9+69.18MATCHLINE STA. 9+69.18 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..Alec Sery20.0000 ' / in. D1143-sht-XSC-DupageRiverCut_DuPageCOMPSTORAGE.dgn Default 11/20/2020 (6:05:16 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V) DUPAGE RIVER COMPENSATORY STORAGE 1814 1418 9+69.18 9+69.18 595 600 605 610 615 620 625 595 600 605 610 615 620 625 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 414.65 SQ FT 846.88 SQ FT 0102030405060708090100110120130140150160170180190200 0102030405060708090100110120130140150160170180190200 100-YEAR FLOOD EL 606.99 10-YEAR FLOOD EL 604.94 WSE FROM CROSS SECTION 108123 595 600 605 610 615 625 620 595 600 605 610 615 620 625 100-YEAR FLOOD EL 606.99 WSE FROM CROSS SECTION 108123 10-YEAR FLOOD EL 604.94 U. 0380 WILL06-00040-00-FP 05/27/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME =  Copyright CMT,License No. 184-000613 MATCHLINE STA. 9+76.71MATCHLINE STA. 9+76.71 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..Alec Sery20.0000 ' / in. D1143-sht-XSC-DupageRiverCut_DuPageCOMPSTORAGE.dgn Default 11/20/2020 (6:05:17 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V) DUPAGE RIVER COMPENSATORY STORAGE 1815 1518 9+76.71 9+76.71 595 600 605 610 615 620 625 595 600 605 610 615 620 625 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 250.96 SQ FT 623.56 SQ FT 0102030405060708090100110120130140150160170180190200 0102030405060708090100110120130140150160170180190200 100-YEAR FLOOD EL 606.99 10-YEAR FLOOD EL 604.94 WSE FROM CROSS SECTION 108123 595 600 605 610 615 625 620 595 600 605 610 615 620 625 100-YEAR FLOOD EL 606.99 WSE FROM CROSS SECTION 108123 10-YEAR FLOOD EL 604.94 U. 0380 WILL06-00040-00-FP 05/27/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME =  Copyright CMT,License No. 184-000613 MATCHLINE STA. 9+81.22MATCHLINE STA. 9+81.22 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..Alec Sery20.0000 ' / in. D1143-sht-XSC-DupageRiverCut_DuPageCOMPSTORAGE.dgn Default 11/20/2020 (6:05:18 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V) DUPAGE RIVER COMPENSATORY STORAGE 1816 1618 9+81.22 9+81.22 595 600 605 610 615 620 625 595 600 605 610 615 620 625 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 192.26 SQ FT 389.83 SQ FT 0102030405060708090100110120130140150160170180190200 0102030405060708090100110120130140150160170180190200 100-YEAR FLOOD EL 606.99 10-YEAR FLOOD EL 604.94 WSE FROM CROSS SECTION 108123 595 600 605 610 615 625 620 595 600 605 610 615 620 625 100-YEAR FLOOD EL 606.99 WSE FROM CROSS SECTION 108123 10-YEAR FLOOD EL 604.94 U. 0380 WILL06-00040-00-FP 05/27/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME =  Copyright CMT,License No. 184-000613 MATCHLINE STA. 9+92.66MATCHLINE STA. 9+92.66 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..Alec Sery20.0000 ' / in. D1143-sht-XSC-DupageRiverCut_DuPageCOMPSTORAGE.dgn Default 11/20/2020 (6:05:19 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V) DUPAGE RIVER COMPENSATORY STORAGE 1817 1718 9+92.66 9+92.66 595 600 605 610 615 620 625 595 600 605 610 615 620 625 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 0.00 SQ FT 27.50 SQ FT 0102030405060708090100110120130140150160170180190200 0102030405060708090100110120130140150160170180190200 100-YEAR FLOOD EL 606.99 10-YEAR FLOOD EL 604.94 WSE FROM CROSS SECTION 108123 595 600 605 610 615 625 620 595 600 605 610 615 620 625 100-YEAR FLOOD EL 606.99 WSE FROM CROSS SECTION 108123 10-YEAR FLOOD EL 604.94 U. 0380 WILL06-00040-00-FP 05/27/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME =  Copyright CMT,License No. 184-000613 == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..Alec Sery20.0000 ' / in. D1143-sht-XSC-DupageRiverCut_DuPageCOMPSTORAGE.dgn Default 11/20/2020 (6:05:19 PM) PROPOSED CROSS SECTIONS 1"=10':5' (H:V) DUPAGE RIVER COMPENSATORY STORAGE 18MATCHLINE STA. 10+02.72MATCHLINE STA. 10+02.7218 1818 10+02.72 10+02.72 595 600 605 610 615 620 625 595 600 605 610 615 620 625 U. 0380 WILL06-00040-00-FP 05/27/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 0.00 SQ FT 0.00 SQ FT 102030405060708090100110120130140150160170180190200 102030405060708090100110120130140150160170180190200 100-YEAR FLOOD EL 606.99 10-YEAR FLOOD EL 604.94 0 0 WSE FROM CROSS SECTION 108123 595 600 605 610 615 625 620 595 600 605 610 615 620 6250102030405060708090100110120130140150 100-YEAR FLOOD EL 606.99 WSE FROM CROSS SECTION 108123 10-YEAR FLOOD EL 604.94  Copyright CMT,License No. 184-000613 143rd STREET EXTENSION PHASE I ADDENDUM LOCATION DRAINAGE STUDY JANUARY 2020 REVISED: MARCH 2021 Appendix B EXHIBIT 3-00B: FILL AND COMPENSATORY STORAGE CROSS SECTIONS WEST NORMAN DRAIN COMPENSATORY STORAGE Alec Sery == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..20.0000 ' / in. D1143-sht-XSC-WND_WestNormanCompStore.dgn Default 9 11/20/2020 (7:01:08 PM)1"=10':5' (H:V)1 WEST NORMAN DRAIN COMPENSATORY STORAGE WEST NORMAN DRAIN HYDRAULIC REPORT 9 509+94.31 509+99.36 1 509+94.31 509+99.36 200 585 590 595 600 605 610 615 620 200 200 200 585 590 595 600 605 610 615 620 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400 410 420 430 440 450 460 470 480 490 500 585 590 595 600 605 610 615 620200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400 410 420 430 440 450 460 470 480 490 500 COMPENSATORY STORAGE 0 TO 10 YEAR EVENT 10 TO 100 YEAR EVENT 0.0 SQ FT 0.0 SQ FT 100-YEAR FLOOD EL 608.50 10-YEAR FLOOD EL 606.41 WSE = NATURAL WATER EL 601.10 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400 410 420 430 440 450 460 470 480 490 500 585 590 595 600 605 610 615 620200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400 410 420 430 440 450 460 470 480 490 500 COMPENSATORY STORAGE 0 TO 10 YEAR EVENT 10 TO 100 YEAR EVENT 0.0 SQ FT 0.0 SQ FT 100-YEAR FLOOD EL 608.50 10-YEAR FLOOD EL 606.41 WSE = NATURAL WATER EL 601.10  Copyright CMT,License No. 184-000613 Alec Sery == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..20.0000 ' / in. D1143-sht-XSC-WND_WestNormanCompStore.dgn Default 11/20/2020 (7:01:10 PM) 9 1"=10':5' (H:V)2 WEST NORMAN DRAIN COMPENSATORY STORAGE WEST NORMAN DRAIN HYDRAULIC REPORT 9 510+09.94 510+33.54 2 510+09.94 510+33.54 200 200 585 590 595 600 605 610 615 620 620200210220230240250260270280290300310320330340350360370380390400410420430440450460470480490500 585 590 595 600 605 610 615 620 200 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400 410 420 430 440 450 460 470 480 490 500 585 590 595 600 605 610 615 620210220230240250260270280290300310320330340350360370380390400410420430440450460470480490500 COMPENSATORY STORAGE 0 TO 10 YEAR EVENT 10 TO 100 YEAR EVENT 100-YEAR FLOOD EL 608.50 10-YEAR FLOOD EL 606.40 54.00 SQ FT 33.70 SQ FT WSE = NATURAL WATER EL 601.09 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400 410 420 430 440 450 460 470 480 490 500 585 590 595 600 605 610 615 COMPENSATORY STORAGE 0 TO 10 YEAR EVENT 10 TO 100 YEAR EVENT 72.88 SQ FT 162.11 SQ FT 100-YEAR FLOOD EL 608.49 10-YEAR FLOOD EL 606.38 WSE = NATURAL WATER EL 601.07  Copyright CMT,License No. 184-000613 Alec Sery == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..20.0000 ' / in. D1143-sht-XSC-WND_WestNormanCompStore.dgn Default 11/20/2020 (7:01:11 PM) 9 1"=10':5' (H:V)3 WEST NORMAN DRAIN COMPENSATORY STORAGE WEST NORMAN DRAIN HYDRAULIC REPORT 8 510+40.15 510+58.45 3 510+58.45 510+40.15 200 585 590 595 600 605 610 615 620 620200210220230240250260270280290300310320330340350360370380390400410420430440450460470480490500 200 200 585 590 595 600 605 610 615 620 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400 410 420 430 440 450 460 470 480 490 500 585 590 595 600 605 610 615 COMPENSATORY STORAGE 0 TO 10 YEAR EVENT 10 TO 100 YEAR EVENT 72.25 SQ FT 174.29 SQ FT 100-YEAR FLOOD EL 608.48 10-YEAR FLOOD EL 606.38 WSE = NATURAL WATER EL 601.07 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400 410 420 430 440 450 460 470 480 490 500 585 590 595 600 605 610 615 620200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400 410 420 430 440 450 460 470 480 490 500 COMPENSATORY STORAGE 0 TO 10 YEAR EVENT 10 TO 100 YEAR EVENT 70.32 SQ FT 181.98 SQ FT 100-YEAR FLOOD EL 608.48 10-YEAR FLOOD EL 606.37 WSE = NATURAL WATER EL 601.05  Copyright CMT,License No. 184-000613 Alec Sery == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..20.0000 ' / in. D1143-sht-XSC-WND_WestNormanCompStore.dgn Default 11/20/2020 (7:01:12 PM) 9 1"=10':5' (H:V)4 WEST NORMAN DRAIN COMPENSATORY STORAGE WEST NORMAN DRAIN HYDRAULIC REPORT 9 510+71.42 510+79.99 4 510+71.42 510+79.99 585 590 595 600 605 610 615 620 200 200 585 590 595 600 605 610 615 620 200 200 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400 410 420 430 440 450 460 470 480 490 500 585 590 595 600 605 610 615 620200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400 410 420 430 440 450 460 470 480 490 500 COMPENSATORY STORAGE 0 TO 10 YEAR EVENT 10 TO 100 YEAR EVENT 75.58 SQ FT 186.74 SQ FT 100-YEAR FLOOD EL 608.47 10-YEAR FLOOD EL 606.36 WSE = NATURAL WATER EL 601.04 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400 410 420 430 440 450 460 470 480 490 500 585 590 595 600 605 610 615 620210220230240250260270280290300310320330340350360370380390400410420430440450460470480490500 COMPENSATORY STORAGE 0 TO 10 YEAR EVENT 10 TO 100 YEAR EVENT 79.18 SQ FT 191.11 SQ FT 10-YEAR FLOOD EL 606.35 100-YEAR FLOOD EL 608.47 WSE = NATURAL WATER EL 601.04  Copyright CMT,License No. 184-000613 Alec Sery == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..20.0000 ' / in. D1143-sht-XSC-WND_WestNormanCompStore.dgn Default 11/20/2020 (7:01:13 PM) 9 1"=10':5' (H:V)5 WEST NORMAN DRAIN COMPENSATORY STORAGE WEST NORMAN DRAIN HYDRAULIC REPORT 9 511+08.51 511+65.47 5 511+65.47 511+08.51 189.48 SQ FT 65.94 SQ FT 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 620200210220230240250260270280290300310320330340350360370380390400410420430440450460470480490500 585 590 595 600 605 610 615 620 585 590 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400 410 420 430 440 450 460 470 480 490 500 620200210220230240250260270280290300310320330340350360370380390400410420430440450460470480490500 585 590 595 600 605 610 615 620 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400 410 420 430 440 450 460 470 480 490 500 585 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 590 595 600 605 610 615 COMPENSATORY STORAGE 0 TO 10 YEAR EVENT 10 TO 100 YEAR EVENT 76.15 SQ FT 188.97 SQ FT 10-YEAR FLOOD EL 606.33 100-YEAR FLOOD EL 608.45 WSE = NATURAL WATER EL 601.01 595 600 605 610 615 10-YEAR FLOOD EL 606.28 100-YEAR FLOOD EL 608.42 WSE = NATURAL WATER EL 600.95  Copyright CMT,License No. 184-000613 Alec Sery == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..20.0000 ' / in. D1143-sht-XSC-WND_WestNormanCompStore.dgn Default 11/20/2020 (7:01:14 PM) 9 1"=10':5' (H:V)6 WEST NORMAN DRAIN COMPENSATORY STORAGE WEST NORMAN DRAIN HYDRAULIC REPORT 9 511+73.67 513+30.25 6 513+30.25 511+73.67 585 590 595 600 605 610 615 620 585 590 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400 410 420 430 440 450 460 470 480 490 500 620200210220230240250260270280290300310320330340350360370380390400410420430440450460470480490500 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 98.94 SQ FT 20.85 SQ FT 585 590 595 600 605 610 615 620 585 590 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400 410 420 430 440 450 460 470 480 490 500 620200210220230240250260270280290300310320330340350360370380390400410420430440450460470480490500 186.75 SQ FT 65.17 SQ FT 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 595 600 605 610 615 10-YEAR FLOOD EL 606.27 100-YEAR FLOOD EL 608.41 WSE = NATURAL WATER EL 600.94 595 600 605 610 615 10-YEAR FLOOD EL 606.10 100-YEAR FLOOD EL 608.30 WSE = NATURAL WATER EL 600.75  Copyright CMT,License No. 184-000613 Alec Sery == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..20.0000 ' / in. D1143-sht-XSC-WND_WestNormanCompStore.dgn Default 11/20/2020 (7:01:15 PM) 9 1"=10':5' (H:V)7 WEST NORMAN DRAIN COMPENSATORY STORAGE WEST NORMAN DRAIN HYDRAULIC REPORT 9 513+63.33 513+66.94 7 513+66.94 513+63.33 620200210220230240250260270280290300310320330340350360370380390400410420430440450460470480490500 585 590 595 600 605 610 615 620 585 590 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400 410 420 430 440 450 460 470 480 490 500 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 81.35 SQ FT 18.54 SQ FT 79.18 SQ FT 18.48 SQ FT 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 585 590 595 600 605 610 615 620 585 590 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400 410 420 430 440 450 460 470 480 490 500 620200210220230240250260270280290300310320330340350360370380390400410420430440450460470480490500 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 595 600 605 610 615 100-YEAR FLOOD EL 608.27 WSE = NATURAL WATER EL 600.71 10-YEAR FLOOD EL 606.06 595 600 605 610 615 100-YEAR FLOOD EL 608.27 WSE = NATURAL WATER EL 600.70 10-YEAR FLOOD EL 606.06  Copyright CMT,License No. 184-000613 Alec Sery == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..20.0000 ' / in. D1143-sht-XSC-WND_WestNormanCompStore.dgn Default 11/20/2020 (7:01:16 PM) 9 1"=10':5' (H:V)8 WEST NORMAN DRAIN COMPENSATORY STORAGE WEST NORMAN DRAIN HYDRAULIC REPORT 9 514+78.52 514+93.42 8 514+78.52 514+93.42 11.19 SQ FT 7.97 SQ FT 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 585 590 595 600 605 610 615 620 585 590 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400 410 420 430 440 450 460 470 480 490 500 585 590 595 600 605 610 615 620 585 590 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400 410 420 430 440 450 460 470 480 490 500 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 16.03 SQ FT 7.35 SQ FT 200 620200210220230240250260270280290300310320330340350360370380390400410420430440450460470480490500 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME = 595 600 605 610 615 100-YEAR FLOOD EL 608.19 WSE = NATURAL WATER EL 600.57 10-YEAR FLOOD EL 605.93 595 600 605 610 615 620200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400 410 420 430 440 450 460 470 480 490 500 100-YEAR FLOOD EL 608.18 WSE = NATURAL WATER EL 600.55 10-YEAR FLOOD EL 605.92  Copyright CMT,License No. 184-000613 Alec Sery == = =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_XSC.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..20.0000 ' / in. D1143-sht-XSC-WND_WestNormanCompStore.dgn Default 11/20/2020 (7:01:17 PM) 9 9 WEST NORMAN DRAIN COMPENSATORY STORAGE WEST NORMAN DRAIN HYDRAULIC REPORT 9 514+99.19 9 1"=10':5' (H:V) 514+99.19 200 10 TO 100 YEAR EVENT 0 TO 10 YEAR EVENT COMPENSATORY STORAGE 0.0 SQ FT 0.0 SQ FT 585 590 595 600 605 610 615 620 585 590 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400 410 420 430 440 450 460 470 480 490 500 595 600 605 610 615 620200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400 410 420 430 440 450 460 470 480 490 500 100-YEAR FLOOD EL 608.17 WSE = NATURAL WATER EL 600.54 10-YEAR FLOOD EL 605.91 U. 0380 WILL06-00040-00-FP 08/03/2020NOTE BOOKORIGINALSURVEYNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDNOTE BOOKNO.BYDATESURVEYEDPLOTTEDTEMPLATEAREASAREAS CHECKEDFINALSURVEYSECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO. F.A. RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS =PLOT SCALE =PLOT DATE DESIGNED REVISED REVISED REVISED REVISED CHECKED DRAWN SHEET OF SHEETS STA. TO STA. - - - - - - - -DATE =MODEL NAME FILE NAME =  Copyright CMT,License No. 184-000613 143rd STREET EXTENSION PHASE I ADDENDUM LOCATION DRAINAGE STUDY JANUARY 2020 REVISED: MARCH 2021 Appendix C Correspondence Bass & Gill Club Alternative Preference...............................................................Attachment C-1 Bass & Gill Club Lake Drainage Regime Confirmation .........................................Attachment C-2 Bass & Gill Club Site Visit Memo .........................................................................Attachment C-3 IDNR OWR Telephone Log – January 21, 2020.....................................................Attachment C-4 LDS No Further Comments – August 10, 2010 .....................................................Attachment C-5 IDNR OWR Jurisdiction Determination – November 29, 2006 .............................Attachment C-6 Additional Stakeholder Correspondence .............................................................Attachment C-7 November 12, 2020 Dayfield Properties Stakeholder Meeting Page 1 – 4 October 23, 2020 Email correspondence responses to concerned resident stakeholder Pages 5 – 18 October 21, 2020 Will Co. Land Use Planning Dept. Meeting Pages 19 – 22 November 26, 2019 Resident Stakeholder Meeting Pages 23 – 26 October 8, 2020 IDOT email correspondence regarding concerned resident stakeholder Pages 27 – 30 143rd STREET EXTENSION PHASE I ADDENDUM LOCATION DRAINAGE STUDY JANUARY 2020 REVISED: DECEMBER 2020 Appendix C Correspondence Bass & Gill Club Alternative Preference ............................................................... Attachment C‐1 Bass & Gill Club Lake Drainage Regime Confirmation ......................................... Attachment C‐2 Bass & Gill Club Site Visit Memo .......................................................................... Attachment C‐3 IDNR OWR Telephone Log – January 21, 2020 ..................................................... Attachment C‐4 LDS No Further Comments – August 10, 2010 ..................................................... Attachment C‐5 IDNR OWR Jurisdiction Determination – November 29, 2006 ............................. Attachment C‐6 Additional Stakeholder Correspondence ............................................................. Attachment C‐7 November 12, 2020 Dayfield Properties Stakeholder Meeting Page 1 – 4 October 23, 2020 Email correspondence responses to concerned resident stakeholder Pages 5 – 18 October 21, 2020 Will Co. Land Use Planning Dept. Meeting Pages 19 – 22 November 26, 2019 Resident Stakeholder Meeting Pages 23 – 26 October 8, 2020 IDOT email correspondence regarding concerned resident stakeholder Pages 27 – 30 143rd STREET EXTENSION PHASE I ADDENDUM LOCATION DRAINAGE STUDY JANUARY 2020 REVISED: MARCH 2021 Appendix C ATTACHMENT C-1: BASS & GILL CLUB ALTERNATIVE PREFERENCE 1 Mike Wittkop From:Randy Jessen <rjessen@goplainfield.com> Sent:Thursday, September 5, 2019 10:48 AM To:Scott Threewitt; Allen Persons; Tice 'Charles' Cole; Mike Wittkop; Eric Hansen Subject:Fwd: Retaining Wall FYI Sent from: Randall W. Jessen | Superintendent of Public Improvements Village of Plainfield | Department of Public Works 14400 Coil Plus Drive | Plainfield, Illinois 60544 815‐230‐2030 ‐ Direct 815‐254‐9304 ‐ Fax rjessen@goplainfield.com ‐ E‐mail http://www.plainfield‐il.org ‐ Village Website The linked image cannot be displayed. The file may have been moved, renamed, or deleted. Verify that the link points to the correct file and location. The linked image cannot be displayed. The file may have been moved, renamed, or deleted. Verify that the link points to the correct file and location. The linked image cannot be displayed. The file may have been moved, renamed, or deleted. Verify that the link points to the correct file and location. The linked image cannot be displayed. The file may have been moved, renamed, or deleted. Verify that the link points to the correct file and location. The linked image cannot be displayed. The file may have been moved, renamed, or deleted. Verify that the link points to the correct file and location.The linked image cannot be displayed. The file may have been moved, renamed, or deleted. Verify that the link points to the correct file and location. Begin forwarded message: From: Steve Beese <bzsteve2000@yahoo.com> Date: September 5, 2019 at 10:02:15 AM CDT To: Randy Jessen <rjessen@goplainfield.com> Subject: Retaining Wall Randy/City of Plainfield: The board of directors of the Bass and Gill Club would like to make this statement regarding the 143rd St. Project. In general we are not in favor of this project for a variety of reasons but if we have to choose between a wall and a berm, we would prefer the wall. Steve Beese, President ATTENTION: This email originated from a sender that is outside the Village of Plainfield's email system. Please exercise caution when replying to this message or clicking on links or attachments. 143rd STREET EXTENSION PHASE I ADDENDUM LOCATION DRAINAGE STUDY JANUARY 2020 REVISED: MARCH 2021 Appendix C ATTACHMENT C-2: BASS & GILL CLUB LAKE DRAINAGE REGIME CONFIRMATION 1 Mike Wittkop From:Mike Wittkop Sent:Tuesday, April 2, 2019 4:58 PM To:'Steve Beese' Subject:RE: Plainfield 143rd Street Project - Flooding Question Steve, Thank you for assisting us in our understanding of the drainage in this area. To summarize: The pond adjacent to ComEd, Naperville Road, and IL Rte. 126 is Fletcher Lake Fletcher Lake and Strike Lake historically do not overtop and connect in a storm event Thank you again and please feel free to contact me with an questions, concerns, or corrections in my understanding. MIKE WITTKOP, P.E. | Senior Engineer Crawford, Murphy & Tilly | Engineers & Consultants 550 North Commons Drive, Suite 116 | Aurora, IL 60504 w 630.907.7056 | m 630.336.2700 | f 630.820.0350 | mwittkop@cmtengr.com Centered in Value From: Steve Beese <bzsteve2000@yahoo.com> Sent: Tuesday, April 2, 2019 4:34 PM To: Mike Wittkop <mwittkop@cmtengr.com> Subject: Re: Plainfield 143rd Street Project - Flooding Question They should be reversed on the map. They are mislabeled. On Tuesday, April 2, 2019, 3:38:12 PM CDT, Mike Wittkop <mwittkop@cmtengr.com> wrote: Steve, I appreciate your quick response. Looking into the facility map did you flip Strike and Fletcher Lake in your description? Strike Lake is adjacent to Naperville/Plainfield Road and Fletcher Lake is directly south of Big & Little Harris. MIKE WITTKOP, P.E. | Senior Engineer Crawford, Murphy & Tilly | Engineers & Consultants 550 North Commons Drive, Suite 116 | Aurora, IL 60504 2 w 630.907.7056 | m 630.336.2700 | f 630.820.0350 | mwittkop@cmtengr.com Centered in Value From: Steve Beese <bzsteve2000@yahoo.com> Sent: Tuesday, April 2, 2019 1:56 PM To: Mike Wittkop <mwittkop@cmtengr.com> Subject: Fw: Plainfield 143rd Street Project - Flooding Question I don't know if you received my response but the major flooding occurs at the north end of our property when The Clark Lakelands water comes underneath 135th St. and flows into Big and Little Harris. Some of this water does come into Strike Lake. Any Fletcher Lake flooding is due to flooding off of Naperville/Plainfield Rd. ----- Forwarded Message ----- From: Mike Wittkop <mwittkop@cmtengr.com> To: bzsteve2000@yahoo.com <bzsteve2000@yahoo.com> Cc: Tice 'Charles' Cole <ccole@cmtengr.com> Sent: Tuesday, April 2, 2019, 12:57:13 PM CDT Subject: Plainfield 143rd Street Project - Flooding Question Steve, A am working for the Village of Plainfield on the potential roadway project to connect 143rd Street from Route 59 to Route 126 and met you at a meeting on January 2 of this year. We are working on determining various items as it relates to the drainage in the area. Specifically we are curious if there are historical accounts of water overtopping the bank and flowing from Fletcher Lake to Strike Lake. We appreciate your feedback on this matter and thank you for your time and cooperation. MIKE WITTKOP, P.E. | Senior Engineer Crawford, Murphy & Tilly | Engineers & Consultants 550 North Commons Drive, Suite 116 | Aurora, IL 60504 w 630.907.7056 | m 630.336.2700 | f 630.820.0350 | mwittkop@cmtengr.com 143rd STREET EXTENSION PHASE I ADDENDUM LOCATION DRAINAGE STUDY JANUARY 2020 REVISED: MARCH 2021 Appendix C ATTACHMENT C-3: BASS & GILL CLUB SITE VISIT MEMO 1 TO: File FROM: Corey Worthel, PLS DATE: March 19, 2019 SUBJECT: Bass and Gill Club Pond Site Meeting Plainfield 143rd Street Extension - CMT No. 180242-01 I met with the Bass & Gill onsite caretaker, Bob Salinas, at Fletcher Lake. Bob stated that historically water does not flow from Strike Lake to Fletcher Lake. Bob additionally noted that that there are no connections via pipe or overland flow. MEMORANDUM 143rd STREET EXTENSION PHASE I ADDENDUM LOCATION DRAINAGE STUDY JANUARY 2020 REVISED: MARCH 2021 Appendix C ATTACHMENT C-4: IDNR OWR TELEPHONE LOG – JANUARY 21, 2020 SHEET 1 OF 1 SHEETS TELEPHONE LOG Telephone Log JOB NO. 18024201 ROUTE TO File RECEIVED/MADE BY Chris Dagiantis DATE 1/21/2020 TIME 10:15 PROJECT Plainfield 143rd OUTGOING CALL INCOMING CALL NAME Bill Boyd NAME AGENCY/FIRM IDNR-OWR AGENCY/FIRM TELEPHONE NO. 847-608-3176 TELEPHONE NO. (AREA CODE) (AREA CODE) ADDRESS Bartlett, IL ADDRESS REMARKS: I called Bill Boyd to discuss IDNR-OWR review for the work in the floodway. Previously IDNR delegated the authority to IDOT. We discussed that there are many funding sources and that this is a local road projects that will be transferred to IDOT in the future. He indicated it is not clear if they would transfer review jurisdiction to IDOT. He indicated to submit the application and hydraulic reports to IDNR for their review. 143rd STREET EXTENSION PHASE I ADDENDUM LOCATION DRAINAGE STUDY JANUARY 2020 REVISED: MARCH 2021 Appendix C ATTACHMENT C-5: LDS NO FURTHER COMMENTS – AUGUST 10, 2010 17-9 143rd STREET EXTENSION PHASE I ADDENDUM LOCATION DRAINAGE STUDY JANUARY 2020 REVISED: MARCH 2021 Appendix C ATTACHMENT C-6: IDNR OWR JURISDICTIONAL DETERMINATION – NOVEMBER 29, 2006 143rd STREET EXTENSION PHASE I ADDENDUM LOCATION DRAINAGE STUDY JANUARY 2020 REVISED: MARCH 2021 Appendix C ATTACHMENT C-7: ADDITIONAL STAKEHOLDER CORRESPONDENCE Page 1 of 4 Dayfield Properties STAKEHOLDER MEETING MINUTES CMT No. 18024201.00 Project: Plainfield 143rd Street Extension Phase I Addendum CMT No.: 18024201.00 Section No.: 06-00040-00-FP Project No.: M9003 (273) Location: Virtual Meeting Date: November 12, 2020 Attendees: NAME REPRESENTING PHONE NUMBER EMAIL Allen Persons Village of Plainfield 815.436.3577 apersons@goplainfield.com Randy Jessen Village of Plainfield 815.230.2030 rjessen@goplainfield.com Scott Threewitt Village of Plainfield 815.230.2030 sthreewitt@goplainfield.com Tice Cole Crawford, Murphy & Tilly, Inc. 630.907.7059 ccole@cmtengr.com Mike Wittkop Crawford, Murphy & Tilly, Inc. 630.907.7056 mwittkop@cmtengr.com Chris Dagiantis Crawford, Murphy & Tilly, Inc. 630.907.7039 cdagiantis@cmtengr.com Ambra Knox Crawford, Murphy & Tilly, Inc. 217.787.8050 aknox@cmtengr.com Patrick Holtrop Crawford, Murphy & Tilly, Inc. 217.572.1089 pholtrop@cmtengr.com Clayton Olsen Dayfield Properties, LLC / Owner Representative COlsen@naperexc.com Michaelene Burke Rosanova & Whitaker, Ltd. 630.355.4600 mikie@rw-attorneys.com Randy Bus Cemcon, Ltd RandyB@cemcon.com Distribution via email on November 30, 2020): Attendees Please review the attached minutes, if our understanding of the information exchange as presented in these notes is different from yours kindly inform us so we can revise accordingly. Should we not here from you within one (1) weeks’ time we will consider these notes correct as presented. Signed Mike Wittkop, PE, CPESC Village of Plainfield 143rd St Extension Phase I Addendum Dayfield Properties Stakeholder Meeting Minutes Date: November 12, 2020 Page 2 of 4 CMT No. 18024201.00 A stakeholder involvement meeting was held with Dayfield Properties / Plainfield Corner property representatives on November 12, 2020. The property discussed is located at the northwest corner of US 30 / 143rd Street and IL 59. The meeting was held virtually / via conference call due to COVID-19 restrictions. The meeting began at 9:30am 1. Introductions: 2. Project History: a. The project has been in planning and development by the Village for several decades. b. Clayton noted that he was involved in some of the early traffic studies for this project. c. The original concept of the project was to maintain the alignment of 143rd Street west of IL 59 and to widen 143rd Street. East of IL 59 the roadway was intended to be built on ComEd property to minimize impacts to property owners. Compensatory storage for fill within the floodplain was planned to occur immediately south of the roadway on ComEd’s property. d. ComEd has recently determined that that their transmission needs have evolved and that the roadway can no longer be constructed on their property. In addition, ComEd has informed the Village that they do not permit construction of compensatory storage on their property. 3. Proposed Improvements a. The alignment of the 143rd Street has been updated by shifting the improvements north of ComEd’s property. The Village and CMT are currently updating the phase I study with IDOT and have initiated phase II design of the improvements. The land acquisition process has been initiated at this time due to project funding obligations with grant money received for the construction of the project. b. Part of the phase I update includes re-analysis of the hydraulics and drainage. This included updating the hydraulic model of the West Norman Drain. It was noted that the existing FIS (FEMA) model of the West Norman Drain does not take into account the past improvements to the culvert under US 30 nor the IL 59 bridge. CMT has worked with IDOT to update the hydraulic model to reflect these improvements. c. Compensatory Storage: i. Compensatory storage is proposed to be constructed between the ComEd corridor and the West Norman Drain west of IL 59 on property currently owned by the Crosswinds Church (formerly Village Police property). ii. The current Draft Plat of Highways was prepared based upon initial hydraulic analysis where the Crosswinds Church property provided insufficient compensatory storage and additional storage was planned immediately north of the culvert extension. Updated analysis considering the improvements to the culvert and IL 59 bridge indicate that compensatory storage can be accomplished on the Crosswinds Church property alone. Village of Plainfield 143rd St Extension Phase I Addendum Dayfield Properties Stakeholder Meeting Minutes Date: November 12, 2020 Page 3 of 4 CMT No. 18024201.00 4. Proposed Land Acquisition a. The project proposes acquisition in three areas regarding this property: i. Temporary easement at the entrance at IL 59. This easement is needed to widen IL 59 for a new southbound right turn lane and to reconstruct the entrance to IDOT standards for geometrics. ii. Permanent right-of-way along the south side of the property to facilitate the realignment of US 30 / 143rd Street. iii. An easement northeast of the existing culvert under US 30 / 143rd Street conveying the West Norman Drain. 1. Originally proposed as a permanent drainage easement to provide compensatory storage for fill in the floodplain. 2. Upon updated hydraulic modeling and coordination with IDOT, this area is no longer needed to provide compensatory storage to the ratios of the Village ordinance. 3. Updated intention is to acquire a temporary easement to facilitate culvert extension and channel stabilization. 5. Owner Concerns / Comments a. Clayton noted that in general he is in support of the project. b. Clayton noted in general he does not object to the proposed land acquisitions noted. c. Clayton noted a history of streambank instability in addition to trees blocking the culvert under US 30 / 143rd Street. Clayton suggested clearing of trees and brush in conjunction with bank stabilization. CMT noted that this would be considered in addition to potentially planting of new trees to provide root structure to aid in long term bank stabilization. d. Clayton questioned support of Village Board regarding the project. The Village noted that the project is proceeding with the majority support of the board and that the board recently approved the right-of-way agreement currently under consideration with IDOT. e. Property Access: i. The primary point of concern for the improvements is access to the property. ii. IL 59 Entrance: 1. In the existing condition there is no southbound right nor left turn lanes and there is a mountable median on IL 59. 2. Clayton is concerned that in the proposed condition, northbound traffic on IL 59 will not be able to make a left into the property with the addition of southbound right and left turn lanes. iii. US 30 / 143rd Street Entrance: 1. In the existing condition, this entrance is located within the eastbound left turn lane taper for the left turn lane for IL 59. 2. In the proposed condition, the entrance is again located within the eastbound left turn lane taper for the left turn lane for IL 59. 3. In the proposed condition there is no eastbound left turn lane for traffic to enter the property. Clayton noted concern for safe eastbound left turning movements into the property without a left turn lane. 4. There is a potential that this turn lane storage could be extended to the west. It is anticipated that IDOT may have concerns of traffic waiting to turn into the property conflicting with the traffic attempting to turn left onto IL 59. More simply put a truck waiting to turn left into the property would block left turn traffic trying to Village of Plainfield 143rd St Extension Phase I Addendum Dayfield Properties Stakeholder Meeting Minutes Date: November 12, 2020 Page 4 of 4 CMT No. 18024201.00 get to IL 59 with the potential for vehicles to move around said truck offering a potential hazard for thru traffic. 5. Clayton noted that there is currently a 5-year lease agreement with the property immediately to the west (other side of the waterway) and that there is substantial truck traffic between the properties. 6. The Village noted that as this is currently and will continue to be an IDOT route, and that IDOT would have the final determination on if roadway geometrics could be updated. 7. Clayton acknowledged and requested that the Village present alternatives to IDOT. 8. The Village and CMT noted that they will develop alternatives to present to IDOT. It is believed that extending the left turn lane could be accomplished without impacting the footprint of the project. It was noted that he raised median on us 30/143rd Street has been positioned to facilitate turning movements of the entrance. 6. Next Steps: a. The plat of highways will need to be updated to show the change in easement type north of the culvert. The updated plat will then be provided to the appraiser such that the appraisal may be updated. b. IDOT execution of a right-of-way agreement between the Village and IDOT is pending approval. Once this is approved the project will be prepared to make offers to property owners. Note that easement and right-of-way for this property will be acquired in the name of the State as it is adjacent to state right-of-way. 7. Action Items: a. The Village and CMT will work on alternatives for an eastbound left turn lane for access to the property to present to IDOT. CMT will provide any updates to the roadway plan as a result of coordination with IDOT. b. CMT to provide IDOT standard temporary easement language to the owner in advance of negotiations for their reference. c. CMT to provide updated exhibit’s illustrating proposed property acquisition. d. Once the plats are updated, CMT will provide then to the owner. Note that the plat will also be provided part of the official acquisition offer. The meeting was adjourned at approximately 10:10am. 1 Mike Wittkop From:Tice 'Charles' Cole Sent:Friday, October 23, 2020 5:44 PM To:Cindy Cordial Cc:Randy Jessen; Scott Threewitt; Allen Persons; Mike Wittkop Subject:Plainfield - 143rd St East Extension - 06-00040-00-FP - Public Involvement - Stakeholder Coordination - Cordial Attachments:2020-10-23 Cordial-Comments and Responses.pdf Mrs. Cordial, On behalf of the Village of Plainfield, the project sponsor for the 143rd Street East Extension, between IL 59 and IL 126, I am transmitting responses to your various project‐related questions posed to the Illinois Department of Transportation (IDOT) since July 1, 2020. Please find responses attached. The responses were reviewed by IDOT and the Federal Highway Administration (FHWA) and they had no comments. I am also transmitting a copy of the IDOT‐approved Hydraulic Report for the 143rd Street Bridge over the DuPage River (SN 099‐6006) dated July 21, 2020. Due to the large file size, please use the following link to download the report. You can view "02.0_DuPage_River_Hydraulic_Report.pdf" at: https://documentcloud.adobe.com/link/track?uri=urn:aaid:scds:US:67154cff‐289a‐4b15‐bc41‐e4ee2536533f A public information meeting will be held after all of the Phase I Addendum studies have been reviewed and approved by IDOT and the Final Project Development Report (PDR) has been updated accordingly. The Final Location Drainage Study (LDS) is under development and can be provided after review and approval from IDOT. Please direct any further project‐related questions to the Village of Plainfield with attention to Randy Jessen, Superintendent of Public Works. His contact information is provided below. Randall W. Jessen | Superintendent of Public Improvements Village of Plainfield | Department of Public Works 14400 Coil Plus Drive | Plainfield, Illinois 60544 815‐230‐2030 ‐ Direct 815‐254‐9304 ‐ Fax rjessen@goplainfield.com ‐ E‐mail http://www.plainfield‐il.org ‐ Village Website If you have any issues downloading the files, please let me know. Thank you, Tice CHARLES “TICE” COLE, P.E., PTOE | Project Engineer Crawford, Murphy & Tilly | Engineers & Consultants 550 North Commons Drive, Suite 116 | Aurora, IL 60504 w 630.907.7059 | f 630.820.0350 | ccole@cmtengr.com Centered in Value 1 Mike Wittkop From:Cindy Cordial <ccordial@paralegalquick.com> Sent:Friday, October 23, 2020 6:10 PM To:Tice 'Charles' Cole Subject:Read: Plainfield - 143rd St East Extension - 06-00040-00-FP - Public Involvement - Stakeholder Coordination - Cordial Attachments:Read: Plainfield - 143rd St East Extension - 06-00040-00-FP - Public Involvement - Stakeholder Coordination - Cordial External Message: This email was sent from someone outside of CMT. Please use caution with links and attachments from unknown senders or receiving unexpected emails. 143rd St Extension IL 59 to IL 126 Phase I Study 06-00040-00-FP Page 1 Contact information Name: Cindy Cordial Organization/Group: Public Street Address: 14027 Naperville Rd City, State & Zip: Plainfield IL 60544 Email: ccordial@paralegalquick.com Phone: 630-546-8860 Comments from Cindy Cordial Since July 1, 2020 Previous Response from IDOT Current Response from Village of Plainfield Page 2 Quick Stakeholder History Guide Date Event Description September 24, 2019 Public Information Meeting Shifted Alignment October 14, 2019 Email from Cordial to Village Flooding October 18, 2019 Email from Village to Cordial Flooding October 18, 2019 Email from Cordial to Village Flooding October 21, 2019 Email from Village to Cordial Flooding October 21, 2019 Email from Cordial to Village Flooding October 22, 2019 Phone Call from Cordial to Jim Curtis, Geologic and Waste Assessment Unit Chief, IDOT Central BDE Flooding October 25, 2019 Email from Village to Cordial Flooding FOIA Request October 30, 2019 Phone Call from Cordial to Raffensperger (IDOT) Noise, Floodplain, Well Contamination, requested PDR and Noise Analysis October 30, 2019 Email from Cordial to Raffensperger (IDOT) Traffic October 30, 2019 Email from Raffensperger (IDOT) to Cordial Traffic October 31, 2019 Email from CMT to IDOT Answers to Noise, Flooding, Groundwater IDOT Follow-up with Cordial Answers to Noise, Flooding, Groundwater November 9, 2019 Email from Cordial to Raffensperger and Stallworth (IDOT) Flooding November 13, 2019 Village sent Benefit Cost Analysis Summary to Cordial BCA November 13, 2019 Cordial attended “Coffee with Mayor” and wants a meeting with Village November 18, 2019 Letter from Plainfield to Cordial with Public Information Meeting Comment Responses Property Value, Water Quality, Noise, Traffic November 21, 2019 Phone Call from Cordial to Persons (Plainfield) November 21, 2019 Email from Cordial to Persons (follow-up to phone call) Flooding November 21, 2019 FOIA Request Response – disc mailed to Cordial from Village 2014 Approved PDR and Draft PDR Addendum November 26, 2019 Stakeholder Meeting with Cordial, Spangler, Barnes ROW, Improvements, FEMA Mapping, Flooding, NWL, Past Studies January or February Draft LDS from Village to Cordial Drainage March 2, 2020 Email from Cordial to Village Noise, Flooding, Stakeholder Meeting COVID April 8, 2020 Scheduled Stakeholder Meeting – postponed due to COVID Drainage, Environmental, Noise, Land Acquisition Page 3 May 20, 2020 Approved Noise Report to Cordial Noise July 1, 2020 Email from Cordial to IDOT (request stakeholder meeting) Flooding July 2, 2020 Email from IDOT to Cordial Flooding, Noise July 2, 2020 Email from Cordial to IDOT IDNR July 2, 2020 Email from IDOT to Cordial IDNR July 6, 2020 CMT sent invite to Cordial for July 16, 2020 conference call July 6, 2020 Cordial forwards invite to 50+ other stakeholders July 6, 2020 CMT notifies IDOT and Plainfield of actions by Cordial July 7, 2020 IDOT gives Plainfield options on how to proceed July 7, 2020 CMT provides IDOT copy of November 26, 2019 stakeholder meeting minutes July 9, 2020 Plainfield notifies stakeholders via email that individual stakeholder meeting was changed to a public meeting as a result of forwarded invitation. Village will reschedule activity as a public meeting at a date to be determined. August 25, 2020 Email from Cordial to IDOT Flooding, Draft LDS review by stakeholder August 25, 2020 Email from IDOT to Cordial Request Cordial contact Village August 25, 2020 Email from Cordial to IDOT Flooding and oversight August 25, 2020 Email from IDOT to Cordial Request Cordial contact Village September 22, 2020 Email from Cordial to IDOT Noise September 23, 2020 Email from IDOT to Plainfield Respond to Cordial September 23, 2020 IDOT requests Plainfield come to FHWA Coordination Mtg on October 6, 2020 October 6, 2020 FHWA Coordination Meeting – Plainfield, FHWA, IDOT Project Update, Addressing Stakeholder Concerns October 14, 2020 IDOT and FHWA review of responses October 23, 2020 Responses from Plainfield to Cordial October 23, 2020 Approved PBDHR for DuPage River Bridge from Village to Cordial Drainage Page 4 July 1, 2020: 1. Plainfield has completed its initial drainage study. It is too big of a file to email to you, so I am hoping they submitted a copy to you. This is very concerning as a number of residents who live on the river side of the road are now being contacted by Plainfield to acquire a portion of their properties. The acquisition of additional property was not in Plainfield’s PDR that was submitted to you. We are concerned about flooding on the River side as well as the Lake side. I am not sure if you are the right contact at the state level regarding FEMA, however, this road puts at an increased risk of Flooding. If you are not please point us in the right direction. July 2nd Response: Thank you for your email below. IDOT understands your concerns noted below. I cannot answer your questions about the drainage study or potential for flooding. Hydrology and drainage studies are not my areas of expertise and must refer you to the Village of Plainfield and their consultant. The Illinois Department of Natural Resources – Office of Water Resources (IDNR-OWR) regulates IDOT construction activities in a floodplain. IDNR-OWR jurisdiction includes all watersheds equal to or greater than 1 square mile in urban or urbanizing locations and equal to or greater than 10 square miles for rural locations. I am not aware of any contacts with the property owners concerning land acquisition. At this stage in project development, the local agency is allowed to contact property owners to obtain their comments on proposed land acquisition, prepare plats, and property appraisals. For this project IDNR-OWR has granted review authority to IDOT District 1 Hydraulics for work within the DuPage River and West Norman Drain. The Location Drainage Study will also be reviewed by IDOT District 1 Hydraulics. 2. Plainfield completed its’ noise study and has determined that a sound barrier is not viable. Please note the sound from the new road is very concerning to the residents in this area. I am attaching the study. July 2nd Response: The Noise Analysis has been reviewed and approved by IDOT. This approval means that the noise analysis complies with IDOT and FHWA policies and procedures. As stated in the noise analysis, “… A final decision on the installation of the noise wall will not be made until the final design is approved and the public involvement process is complete. …” Mr. Stallworth – Please have the Plainfield project manager and the consultant meet with Ms. Cordial to discuss her concerns. Page 5 July 2, 2020: 3. Would you please be so kind to provide the name and email for IDNR? I do not have the contact information for anyone in IDNR-OWR or even how to point you in the correct direction to get your questions answered. Please work with Plainfield to address your concerns. Please see response to comment 1. August 25, 2020: 4. One of our neighbors Ron Schrack (copied on this email) is an engineer. He has reviewed Plainfield’s preliminary drainage study and has the following comments that we are hoping you will address with us. Section 1-03.6 - The last two paragraphs are concerning and the last paragraph basically acknowledges that they are intending on diverting stormwater run- off away from Fletcher lake to directly discharge into the river. We need to confirm that this additional runoff was included in their HEC - RAS calculations. Please forward this information to the project sponsor. I do not have any of the information that you are requesting. Any comments about the draft hydraulic should be directed to the project sponsor and their engineering consultant. The hydraulic modeling of the DuPage river was performed in accordance with the best practice guidelines of IDOT and IDNR. In accordance with these guidelines, regulatory flows obtained from the Flood Insurance Study (FIS) were used for the hydraulic modeling of the DuPage River. The 2019 FIS states that the flows for the DuPage River were developed by the Illinois State Water Survey (ISWS) using the State Standard Method. These are the same flows used in the 1995 FIS. The DuPage River’s watershed is 160,640 ac (251 sq mi). The catchment area within the Fletcher Lake sub-watershed being drained to the DuPage river is approximately 3.4 ac (0.005 sq mi), which would represent 0.002% of the DuPage River’s drainage area. The consideration of such a small fraction of the entire drainage area would have no significance in the watershed-scale hydrologic and hydraulic modeling of the DuPage River. Furthermore, Fletcher Lake is already part of the DuPage River watershed. 5. 2-01 (3) - They are requesting an exception to the normal stormwater discharge permitting requirements. In the originally approved PDR and Hydraulic Report an exception was requested and approved. At the time of the updated draft LDS and draft updated Hydraulic Report, an exception was still anticipated. In the latest Hydraulic Report, which is under final review by IDOT District 1 Hydraulics, this exception is no longer needed. The Final LDS, which summarizes this hydraulic information, has been updated to remove this exception. The Final LDS is under review by IDOT District 1 Hydraulics. The proposed drainage system will meet all design criteria specified in section 2-01. Specifically, IDOT freeboard criteria is now met at all waterway crossings. Page 6 6. 2-02 - Both items are marked no which needs further clarification There are no unsuitable outlets for this project, as defined by IDOT. The outlet to Main Lake has been conservatively identified a sensitive outlet based on ecological considerations. Main Lake is on the northeast corner of 143rd Street and IL 126. This is described in the updated Final LDS, under IDOT District 1 Hydraulics review. 7. 2-03 - States that no stormwater detention is required. Provide Justification. In the LDS the engineering justification is provided in section 2-03.1. 8. 2-04 - Project and Environmental Studies Section? Section 2-04 is the right of way analysis. Please clarify your specific question. 9. 2-05 - See comment to 1-03.6 Please see response to comment 4 (section 1-03.6). 10. 2-06 - Comments are concerning. Agency coordination was done in accordance with local and state regulations. Please clarify and direct concerns to the Village of Plainfield. 11. 2-07.2.6 - concerning again Please describe and direct concerns to the Village of Plainfield. 12. 3-00 - Evaluation states that the project will not increase upstream flood stages by greater than 0.1 - SHOW ME THE DATA!!!!! The problem is that 0.09 foot increase puts around a dozen homes into the 100 year flood plain including my house. Water surface elevation data is presented in the Waterway Information Tables for the DuPage River and West Norman Drain, based on the hydraulic analyses performed as part of the Hydraulic Report. A sensitive flood receptor analysis was done for the DuPage River as part of the Hydraulic Report, and determined that no homes are considered sensitive, as the critical elevations of each structure would all be above the 100-year water surface elevations. The mapped critical flood elevations and water surface elevations are described and shown in the Hydraulic Reports. Per IDNR regulations we are not increasing flood elevations by greater than 0.1 foot along the DuPage River or West Norman Drain. The DuPage River hydraulic report was recently approved by IDOT and can be seen as part of the response to this comment. Page 7 13. The Hydro Atlas used in the report is from 1966 - REALLY? Hydrologic Atlas information is commonly included in drainage reports for historical reference. The atlas is an IDOT required section of the report. The drainage studies are based on the most current data and modeling available. 14. Where is the HEC - RAS Study. I want to see the revised limits of the 100 year floodplain.. The comprehensive hydraulic analysis and modeling for the DuPage River and West Norman Drain are included in their respective Hydraulic Reports. Please see response to comment 12. 15. Did they use the RASPLOT program? HEC-Ras was used for the modeling and profiles. The additional RASPLOT was not needed to create profiles for this project. 16. In general this is a very unusual submission with copies of a hand written field book and sketches that are free handed which is not typical for an engineering report of this importance. The sections and contents of Location Drainage Study is determined by IDOT and was followed in the completion of this report. August 25, 2020 – 2nd Email: 17. Who do we contact at state of Illinois regarding flooding concerns with the road project? I thought your department provided oversight to this Project. If this is not the case, please advise as to whom at the state level approves the Plainfield project. IDOT does have oversight of this project. IDOT staff in District 1 will be reviewing and approving the hydraulic report. I defer to Mr. Stallworth for the contact person. When the time comes, I will be giving design approval based upon receipt of the reviews and approvals of the IDOT subject experts and the recommendations of Plainfield and District 1. I will be recommending to the FHWA approval of the applicable NEPA decision. Again, please work with the Village of Plainfield and their engineering consultant to address your concerns. They are the subject experts on all aspects of this project. September 22, 2020: 18. I am reaching out to you as you as I assuming you are the project manager and are hoping you can advise as to who we contact at IDOT or NEPA regarding our flooding and noise concerns. I am copying several of the un-incorporated Plainfield residents who will also be impacted by this road. Plainfield does not care about our REAL concerns of flooding and noise. Let’s face it the 143rd Street east extension in their PDR in 2014 was only going to cost $29 million ended up being proposed by Page 8 Plainfield in 2018 for $59million, Same length of road, only difference is Plainfield decided that they would build the road on the Lake, when ComEd denied their request, which increasing the potential of flooding and noise. See IDOT Response to comments 17 (flooding) and 2 (noise). 19. I believe you already have the noise study. But just in case you don’t, I am reattaching. If you are not the right person that provides oversight for noise, please advise who is. Based on the traffic noise analysis and noise abatement evaluation conducted, highway traffic noise abatement measures are likely to be implemented based on preliminary design. The noise barriers determined to meet the feasible and reasonable criteria are identified on the attachment. If it subsequently develops during final design that constraints not foreseen in the preliminary design or public input substantially change, the abatement measures may need to be modified or removed from the project plans. A final decision of the installation of the abatement measure(s) will be made upon completion of the project’s final design and the public involvement process. (PDR VOLUME 1 pp 23) However this has changed based on Plainfield Noise Technical Report, March 13, 2020 Noise analysis was not complete at the time the draft PDR was submitted to IDOT in December 2019, and the boilerplate text available in the PDR does not reflect the eventual finding of the Noise Technical Report. As stated by the December 2019 PDR, the noise abatement evaluation will be included in the Final PDR. This noise abatement evaluation, which was introduced in the final Noise Technical Report, found that noise barriers capable of meeting the feasibility and noise reduction design goal requirements of IDOT’s traffic noise policy were too costly to meet the cost-effectiveness requirements of the policy. Therefore, the noise barriers are not Reasonable as defined by the policy and are not likely to be implemented. Note that if barriers drop out of the analysis at the cost-effectiveness stage of the evaluation, public viewpoint solicitation is not pursued. 20. Night-time construction is a traffic management strategy that will be considered and used if necessary in order to minimize delays to IL 59. Construction on IL126 will widen the existing two lane rural highway as it approaches the intersection with 143rd Street. The roadway profile of IL 126 is being lowered which will result in removal and replacement of the existing pavement and widening of an existing box culvert. Construction activities will be staged such that existing traffic capacity can be maintained during construction. Night-time construction is a traffic management strategy that will be considered and used if necessary in order to minimize delays to IL 126. (PDR Volume 1 pp. 23) Night construction in a residential environment? IL 59 is not a residential environment in the vicinity of this project. The majority of IL 126 undergoing improvements as part of this project is not a residential environment. The primary residential areas that exist adjacent to proposed improvements include Naperville Road and proposed 143rd Street. These two roadways are not identified in the statement cited above because these two areas are not anticipated to need nighttime construction to mitigate traffic concerns during Page 9 construction. Decisions to implement night time construction will be made by the Village and the contractor during construction. 21. 80,000 TRUCKS TO BE LEGALLY PERMITTED ON THIS ROUTE (PDR VOLUME 1 pp 6) On November 2, 2012, Plainfield’s then consulting firm Huff & Huff, states in a letter to IDOT, The 2040 traffic projections for the 143rd Street Extension show lower projected traffic along the roadway than in 2030. Traffic projections in 2040 are 19000 ADT which is 4,000 less than the 2030 projections used in the noise analysis (17% decrease). The CMAP 2019 report says 19500 in 2050 Addresses (receptors) included in the CMT sound study were commissioned for 1-hour surveys. On August 16, 2019, Jeremy Metz emailed traffic recommendations Jennifer Miller to survey the following locations (Plainfield 143rd Extension Noise Report, pg 74): • 143rd Street at IL 126/Main Street 7:00 – 8:00 am and 4:00 – 5:00 pm • Naperville Road 7:00 – 8:00 am and 4:45 to 5:45 pm The PDR checkbox referencing 80,000 trucks should reference 80,000-lb trucks (gross vehicle weight) which will be allowed on proposed 143rd Street. Proposed 143rd Street will be designated a Class II truck route, just like 143rd Street west of IL 59 (US 30), IL 126, and IL 59. 143rd Street is planned to become State Route IL 126 after jurisdictional transfer. See IDOT OPER 753 for Maximum Legal Dimensions & Weights On State, Federal & Local Routes. The cited traffic projections from the 2014 PDR are no longer valid and have been superseded by the PDR addendum, which was used for the noise analysis. The August 16, 2019 email from Jeremy Metz to Jennifer Miller provides the peak traffic hours that the traffic engineering team identified as a result of studying traffic in the project area. Ms. Miller requested these hours as part of understanding traffic patterns in the area for the noise analysis. Mr. Metz was not commissioning a survey from Ms. Miller. The email describes 1-hour periods because these are the one-hour-long intervals in the morning and in the evening when the project area experiences its highest traffic. The peak hour is a standard concept used in traffic engineering. 22. On September 10, 2019, CMT surveyed 8 (eight) receptors; however, the survey was extrapolated from 16-minutes intervals (separate locations) and multiplied by 4 (four) to achieve an hourly average. This reduction of data significantly impacts the sound survey by limiting accurate measurements. Solely relying on a moment to validate an entire year of traffic. CMT also recorded the velocity of vehicles exceeding 55mph in a 35mph zone (St. Mary Immaculate Cemetery survey site). No radar gun was included in CMT’s calibrated equipment. Additionally, the CMT’s Calibration Certificate for the Sound Pressure Meter (Sound Pro SE-DL2) was 1 (one) month away from the 2- year microphone recalibration recommendation on 10- 25-19. As stated in IDOT’s Highway Traffic Noise Assessment Manual, the purpose of noise monitoring is to validate the project-specific use of FHWA’s Traffic Noise Model (TNM) and ensure that TNM properly accounts for project-level variables. The September 10, 2019 noise measurements were used for this purpose, and were never used to validate an entire year of traffic. As noted in IDOT’s manual, 15-minute field noise measurements are at the upper end of the measurement time period suggested by FHWA. During any given measurement period, the noise meter calculates the equivalent steady-state sound level, or Leq, by mathematically integrating all of the sound energy received by the meter’s microphone. FHWA has determined that in most cases, 15 Page 10 minutes is sufficient time for the Leq to reach a steady value and the measurement can then be considered complete. The noise analyst operating the meter has the option to continue longer if the Leq has not reached a steady value at the end of 15 minutes, but that was not necessary for this project’s measurements. Traffic is counted during the 15-minute intervals so that the noise level (Leq) that is measured can be related to the volume of traffic that passes during the noise measurement. When the primary noise source in an area is traffic noise, the measured noise level should be proportionately related to the volume of traffic that passes the measurement location. Because speed is a factor in the noise level of the passing vehicles and is a required input for TNM, speed is also measured at the time of the field noise measurements. As allowed by IDOT’s manual, speed was measured using a stopwatch: CMT measured the time it took for a given vehicle to travel a pre-measured distance, and converted this feet-per-seconds data into miles per hour. No radar gun was required. The noise meter used in field measurements was within the accepted calibration time frame. Being close to the next calibration date does not indicate the need for concern over instrument function because the time period between calibrations has already been determined to be appropriate for maintaining proper instrument function. TNM models the hourly equivalent sound level, or Leq(h). In validating the project-specific model, we need to multiply the traffic volumes counted during the 15-minute field noise measurement periods by four to obtain the equivalent of one hour’s traffic for use in TNM. Per FHWA and IDOT requirements, the project-specific model is validated (shown to accurately represent project area conditions) when the traffic volumes and speeds are input into the model and the model returns a noise level that is within +/-3 dB of the field-measured Leq. Because Leq is a steady-state sound level, the Leq measured by the noise meter during the 15-minute field measurement does not require transformation before comparison to the Leq(h) returned by the model. These noise measurements were collected to validate the project’s FHWA Traffic Noise Model (TNM). If a model is set up correctly, then entering a certain traffic volume and speed in the model will cause the model to output the noise level produced by the traffic volume and speed. The 15-minute noise measurements were collected at the same time that traffic was counted and traffic speeds were measured on the nearby roadways. Because the model and the noise meter both present the noise level as an equivalent one-hour noise level (Leq(h)), If the model functions correctly, then entering the counted traffic and measured speeds into the model would return the measured noise level. IDOT approved the noise report and all procedures documented therein on March 31, 2020. No changes have been made to the design as reviewed by the noise analysis that would warrant reconsidering the conclusions of the approved noise analysis. 23. “Traffic Volumes” on page 13 of the Plainfield 143rd Extension Noise Report, states: “CMT’s traffic volumes were not developed with truck percentages, IDOT’s recent traffic count data published on IDOT’s Getting Around Illinois website was used to develop percentages of medium trucks (straight trucks in IDOT’s traffic data) and heavy trucks (multi-unit trucks) for the TNM [Traffic Noise Model].” Page 11 The I-DOT website used for this data has a disclaimer: “The Illinois Department of Transportation and the State of Illinois hereby give notice to all users that these maps and the data included hereon, lack the accuracy required for site-specific uses. Since all boundaries and all data are based on information derived from multiple sources within and outside the Illinois Department of Transportation, the Department of Transportation and the State of Illinois make no representation, guarantee, or warrant, either express or implied, regarding the accuracy of these maps or the data furnished thereon, including, but not limited to, the condition of this product, this product's merchantability, or this product's fitness for any particular purpose or use.” Therefore, the inaccurate Truck data extracted from this resource should not be utilized by CMT. Furthermore, the Plainfield 143rd Extension Noise Report states (pg 13, pp 3) “…residents reported very low existing truck traffic.” No residents have been surveyed for this data. Trucks are prohibited on Naperville Road; however, numerous semi-trucks disregard and continue illegal use. This was neglected by CMT’s concise survey. The IDOT website was not used for specific traffic volumes but rather for proportions of cars to trucks. This was the best data available at the time the models were developed. The resident reports of very low existing truck traffic were taken from comments made by members of the public to the noise analyst at the September 24, 2019 open house held at the Village of Plainfield Village Hall, and noting these comments was intended only to confirm that the IDOT website reflected actual conditions. CMT evaluated the change in noise level that would be caused by adding the low volume of trucks currently listed on the IDOT website for Naperville Road, and determined that no new noise impacts would result and the conclusions of the noise analysis would not change. 24. Intersections must have “clear sight triangles,” free of foliage and vegetation to maintain safe sight lines (FHWA Safety) 1. The proposal for 143rd Street intersecting with Naperville Road is abundant with vegetation and historically old trees. The removal of vegetation will further hinder sound abatement therefore Noise Barriers will become inversely more demanded. 2 According to I-DOT (pg 2): “Vegetation is not used by FHWA or I-DOT for traffic noise reduction because it would need to be at least 200-feet wide and 18-feet high to reduce noise levels by 10 dB(A).” Removal of additional vegetation will further degrade quality the Plainfield Flood Plain. Therefore, Noise Barriers would be the only viable solution for 143rd Street Project. Sound is amplified when it travels over water. Water cools the air above its surface, which then slows down the sound waves near the surface. This causes refraction or bending of the sound wave, such that more sound reaches far ends of LAKE FLETCHER. Additional sound waves skimming the surface of the water can add to the amplification effect, if the water is calm. Lake Fletcher is always calm. Without sound abatement to contain 143rd Street’s Extension, residents on all edges of Lake Fletcher will be impacted. The Federal Highway Administration identifies impact resulting from a project: Ascertaining where future predicted noise levels would approach or exceed a set of Noise Abatement Criteria (NAC) established in the FHWA regulations. For outdoor uses in residential areas, the NAC is 67 dB(A); I-DOT defines “approaching the NAC” as within 1 dB (66 dB(A)) for residential areas). Therefore, locations where future noise levels are predicted to be 66 dB(A) or higher are considered “impacted.” 3 Page 12 Vegetation is not generally recognized by FHWA for traffic noise reduction because research has shown that unless a vegetated area is as deep, tall and uniformly dense as cited in the IDOT Highway Traffic Noise Assessment Manual, vegetation does not provide measurable noise reduction. The existing vegetation cited in the comment does not meet the standard for vegetated areas that could abate noise, and therefore its removal is unlikely to have an effect on the need for noise abatement. Because it does not meet the aforementioned standards, the vegetation was not included in the project-specific TNM. The potential effects on noise propagation of Lake Fletcher were included in the project noise models in the form of a Ground Zone (TNM terminology for the model element that allows specification of a different surface flow resistivity than the model’s default) in the location of Lake Fletcher. This area was specified as water and the TNM adjusted the flow resistivity accordingly in its calculations. Please note that Lake Fletcher includes strips of mounded soil that interrupt the water surface and would tend to reduce noise propagation over the lake because the mounds introduce intervals of increased flow resistivity. Rather than including these strips and potentially lowering the resulting noise level results, the models assumed a worst case where the water surface was uninterrupted, thus potentially overestimating noise levels at receptors (residences) located across the lake from the proposed 143rd Street. Even with this potential overestimation, noise levels at the receptors located across the lake from the proposed 143rd Street did not approach, meet or exceed FHWA’s NAC. Refer to the figure “Predicted Noise Levels for Properties Facing Bass & Gill Club” in the Traffic Noise Technical Report. Per FHWA and IDOT requirements and specifically called out in Table 3-1 of the IDOT Highway Traffic Noise Assessment Manual, noise impacts to outdoor recreation areas are only considered where there is a fixed outdoor gathering space. Transient (mobile) recreational uses such as hikers on a trail or boats on a lake are not considered an outdoor gathering space. The impact to use of the lake for fishing was considered based on the nearest fixed outdoor gathering space, a dock in the southeast part of the lake. The water Ground Zone modeled for Fletcher Lake also applied to the dock. Page 1 of 4 Will Co. Land Use Planning Dept. MEETING MINUTES CMT No. 18024201.00 Project: Village of Plainfield 143rd Street Extension – Phase I CMT No.: 18024201.00 Section No.: 06-00040-00-FP Project No.: M9003 (273) Location: Virtual - Microsoft Teams Date: October 21, 2020 Attendees: NAME REPRESENTING PHONE NUMBER EMAIL Brian Radner Will County Land Use Department bradner@willcountylanduse.com Scott Killinger Baxter & Woodman / Will County Land Use Department skillinger@baxterwoodman.com Scott Threewitt Village of Plainfield – Department of Public Works (815) 230-2037 sthreewitt@goplainfield.com Randy Jessen Village of Plainfield – Department of Public Works (815) 230-2030 rjessen@goplainfield.com Allen Persons Village of Plainfield – Department of Public Works (815) 436-3577 apersons@gloplainfield.com Tice Cole Crawford, Murphy & Tilly, Inc. (630) 907-7059 ccole@cmtengr.com Mike Wittkop Crawford, Murphy & Tilly, Inc. (630) 907-7056 mwittkop@cmtengr.com Chris Dagiantis Crawford, Murphy & Tilly, Inc. (630) 907-7039 cdagiantis@cmtengr.com Alex Zelles Crawford, Murphy & Tilly, Inc. (630) 907-7072 azelles@cmtengr.com Distribution: (transmitted via email on October 29, 2020) Attendees Kevin Stallworth, IDOT District 1 Please review the attached minutes, if our understanding of the information exchange as presented in these notes is different from yours kindly inform us so we can revise accordingly. Should we not here from you within one (1) weeks’ time we will consider these notes correct as presented. Signed Charles “Tice” Cole, PE, PTOE Village of Plainfield 143rd Street Extension Phase I Will Co. Land Use Dept. Meeting Minutes Date: October 21, 2020 Page 2 of 4 CMT No. 18024201.00 A meeting was held with members of Will County Land Use Department, the Village of Plainfield, and CMT on October 21, 2020 via a Microsoft Teams meeting. The meeting began at 1:30 pm 1. Introductions This meeting is being held to inform the Will County Land Use Department of the project, as a portion of the project is located outside of Village limits, and to provide information to the Department to ensure the project will comply with all county regulations. 2. Project Overview The project will create a new roadway extending 143rd Street from IL 59 to IL 126. This new route is planned to be jurisdictionally transferred to IDOT, thereby re-routing IL 126 out of downtown Plainfield and providing a safer more efficient roadway network. The attached Jurisdictional Transfer exhibit illustrates the project location in relation to the roadway network. The project received phase I design approval in December of 2014 with the roadway proposed substantially within ComEd’s property. Subsequently, ComEd re-evaluated their needs and determined that the roadway would no longer be feasible within their property. An alternatives study was performed and an addendum to the phase I Project Development Report (PDR) has been ongoing in accordance with the September 18, 2018 FHWA coordination meeting. The overall project was presented in a Roadway Improvements exhibit, see attached. The project includes a new crossing of the DuPage River, new intersection with Naperville Road, new roadway through the southern portion of a privately owned lake, in addition to widening of culverts on US 30 and IL 126. 3. Project Schedule CMT noted that submission of the final PDR for IDOT design approval is pending IDOT reviews / approvals of several items. The project is targeting a November 2021 letting with prefinal plans due in May of 2021. 4. Public Involvement / Concerned Stakeholders A public information meeting was held on September 24, 2019. IDOT has received numerous emails from a concerned citizen, Ms. Cindy Cordial of 14027 Naperville Road since July 1, 2020. Ms. Cordial has also contacted the Will County Land Use Department with concerns and questions, and the Department received a copy of the draft Location Drainage Study (LDS), dated January 28, 2020. CMT and the Village noted that they were not copied or forwarded said correspondence until September 23, 2020. CMT provided a summary of coordination with Ms. Cordial and added that that official responses to recent questions are being coordinated with IDOT and FHWA. It was noted that IDOT has approved the noise report and DuPage River hydraulic report at this time. The Village has had multiple project stakeholder meetings with the Bass & Gill Club, the owner of Fletcher Lake. Bass & Gill Club input was considered on the design of the fill and retaining wall in the lake between Naperville Road and IL 126. A sight screen wall has been voluntarily incorporated into the design by the Village which also serves as a storm water best management practice. The wall acts as a shield for to minimize chlorides from salt spray entering the lake during snow plowing operations. The storm sewer outlets have also been rerouted to avoid discharge to the lake. In addition to compensatory storage, the Club has requested that the usable lake volume be reestablished at depths desirable for plant and fish habitat. The Village is committed to Village of Plainfield 143rd Street Extension Phase I Will Co. Land Use Dept. Meeting Minutes Date: October 21, 2020 Page 3 of 4 CMT No. 18024201.00 working with this stakeholder to provide equal or greater usable lake volume than impacted. The Department noted that while they can confirm whether the project complies with county regulations, they do not have review authority and as such will not be providing review and approval of the project studies. The Village stated that Will County has provided multiple letters of support and been a co-sponsor on grant applications and is in support of this project. The Village informed the Department that they would be willing to aid in responding to any correspondence the Department receives on the project. Additionally, the Department may direct interested parties to contact the Village with any questions/comments/concerns. The Village noted that they continue to respond to all correspondence on the project, regardless if the person resides within the Village or not, and that they are committed to adhering to all local, state and federal requirements. 5. Floodplain / Location Drainage Study (LDS) CMT explained that Fletcher Lake (Bass & Gill Club) is shown as Zone A floodplain by FEMA mapping, which, by definition, does not have an established 100-year floodplain elevation (see attached floodplain exhibit). CMT determined an elevation for evaluation purposes based on the drainage area and the volume of runoff entering the lake area for various storm events. While the FEMA mapping indicates a connection of the Fletcher Lake floodplain to the DuPage River floodplain, there is no surface connection identified based on contours, site conditions, and historical flooding events. As a result, the floodplain elevation of Fletcher Lake is lower and different than the DuPage River floodplain elevation. Additionally, the US Army Corp of Engineers has also concluded that there is no connection to the DuPage River and that Fletcher Lake is not under the jurisdiction of the Corps. The project is not proposing to change the base flood elevation, and as such, will not be submitted for a FEMA map change. For the Fletcher Lake, the calculated 10 and 100-year flood elevations were used as the basis to determine the amount of fill in the floodplain, and the offsetting compensatory storage required. The project is adhering to the Village’s compensatory requirement of 1.5:1 replacement for floodplain impacts, which is greater than both that of IDNR (1:1) and the Will County requirements (1.25:1). Additionally, the project will provide offsetting volume for fill placed below the water level at a minimum ratio of 1:1, which is not a specific requirement, but requested by the Bass & Gill Club and voluntarily incorporated by the Village to mitigate the impacts of the fill. The Village noted that the entire project is being held to the same regulations and ordinances. A draft LDS, dated January 28, 2020, was submitted to IDOT and a copy forwarded to concerned citizens. Since then, the LDS has been updated with additional information and is currently being reviewed by IDOT D1 Hydraulics. 6. Water Resources CMT described the existing water resources located within the project area, jurisdictional status of the resources, and anticipated project impacts. A total of 21 water resources have been identified within the ESR limits; 9 features are federally jurisdictional, 7 are isolated and subject to State and local regulation, and 5 are exempt from federal jurisdiction (refer to the attached jurisdictional status exhibit). Just under 1 acre of permanent impact will occur to federal water resources (note: the attached wetland impacts exhibit have not been updated to show this decrease in impact), 2.7 acres of permanent impact will occur to isolated waters, and 0.3 acre of permanent impact will occur to exempt features. Village of Plainfield 143rd Street Extension Phase I Will Co. Land Use Dept. Meeting Minutes Date: October 21, 2020 Page 4 of 4 CMT No. 18024201.00 The Wetland Impact Evaluation (WIE) has been submitted to IDOT, and CMT is awaiting final mitigation ratios/requirements and biological/wetland clearance from the State. The Village will either purchase mitigation credits from an approved wetland mitigation bank, or work with the Forest Preserve District of Will County to complete mitigation requirements at a wetland restoration site (pending approval from the USACE and IDOT/IDNR). CMT will also review the Will County wetland ordinance to ensure compliance. It was noted that wetland/biological resources have not yet been an issue of concern for interested stakeholders/citizens. 7. Conclusions The Department thanked the Village and CMT for the coordination and noted that it is satisfied that the project is being designed to meet or exceed County requirements. The Department additionally understands that there has been substantial public involvement and continued coordination with stakeholders and the general public. It was noted that an additional public meeting is planned once IDOT concurrence is received and the PDR is completed. The Department requested copies of applicable study documents for their reference should they receive additionally questions or comments. The meeting was adjourned at approximately 2:45pm 8. Post Meeting a. CMT has forwarded the email (dated October 8, 2020) from IDOT regarding additional public involvement and coordination required with Will County and the email correspondence (dated October 8, 2020) between IDOT D1 Hydraulics and IDNR. b. CMT will forward a copy of the stakeholder correspondence log and responses to Ms. Cordial, the working Location Drainage Study (LDS), the wetland report, and the approved noise analysis report for County reference. c. CMT will forward IDOT’s required wetland mitigation ratios and requirements and wetland clearance after it is received. d. CMT will ensure compliance with the Will County wetland ordinance. Page 1 of 4 MEETING MINUTES CMT No. 18024201.00 Project: Plainfield 143rd Street Extension Phase I Addendum CMT No.: 18024201.00 Section No.: 06-00040-00-FP Project No.: M9003 (273) Location: Plainfield Public Works Date: November 26, 2019 Subject: Resident Stakeholder Coordination Attendees: NAME REPRESENTING PHONE NUMBER EMAIL Allen Persons Village of Plainfield 815.436.3577 apersons@goplainfield.com Randy Jessen Village of Plainfield 815.230.2030 rjessen@goplainfield.com Scott Threewitt Village of Plainfield 815.230.2037 sthreewitt@goplainfield.com Mike Wittkop Crawford, Murphy & Tilly 630.907.7056 mwittkop@cmtengr.com Eric Hansen Crawford, Murphy & Tilly 309.680.1301 ehansen@cmtengr.com Chris Dagiantis Crawford, Murphy & Tilly 630.907.7039 cdagiantis@cmtengr.com Cindy & Alan Cordial Resident 14027 S. Naperville Road, Plainfield, IL 60544 Joan & Dale Spangler Resident 14019 S. Naperville Road, Plainfield, IL 60544 Beverly Barns Resident 14201 S. Naperville Road, Plainfield, IL 60544 Distribution: File Please review the attached minutes, if our understanding of the information exchange as presented in these notes is different from yours kindly inform us so we can revise accordingly. Should we not here from you within one (1) weeks’ time we will consider these notes correct as presented. Signed Mike Wittkop, P.E. Village of Plainfield 143rd St Extension Phase I Addendum Resident Stakeholder Meeting Min Date: November 26, 2019 Page 2 of 4 CMT No. 18024201.00 A meeting was held at the request of select residences of Naperville Road at the Village of Plainfield Public Works on November 26, 2019. The meeting began at 6:00 pm. 1. Introductions: a. The Purpose of this meeting was to discuss issues specifically related to Fletcher Land and impacts to the Lake Shores subdivision. b. The meeting was scheduled at the request of Ms. Cordial. 2. Right-of-Way: a. The Cordial’s and Spangler’s questioned if the Village was aware that their property limits include a portion of Fletcher Lake. b. CMT acknowledged that the project team is aware of this based upon their research of the existing right-of-way and associated properties. 3. Proposed Improvements: a. The residence’s requested clarification on the blue linework shown on the proposed improvement strip map presented at the public meeting and available on the Village’s website. Their interpretation is that the blue line indicates a rise in the water level of Fletcher Lake. CMT clarified that the blue line is an approximate representation of the existing waterline of Fletcher Lake. This line is placed based upon several data sources including topographic survey, and Will County GIS data. b. The residence’s questioned that the blue areas on the strip map represent. CMT clarified that these areas are intended to be new lake area created. It was questioned if this would be a marsh or actual lake. CMT noted that through previously coordination with the Bass & Gill Club (lake owner) this area will be usable lake. c. Mrs. Barnes questioned what the area between her property and the expanded lake would look like. The Village and CMT explained that the design of this has not been finalized but will likely be a vegetated grade from the property line to the new waterline. The Bass & Gill club has expressed interest in planting trees along this area. Mrs. Barnes noted that currently she maintains a clear area beyond her property line to the existing lake edge. Mrs. Barnes noted concerns of trees being planted on Bass & Gill property obstructing her view of the lake. 4. FEMA Mapping a. The residents noted concerns that the new 2019 FEMA mapping shows their property within the Zone A floodplain and this was not the case with the previous FEMA maps. b. CMT clarified that FEMA floodplain modeling and mapping is independent of this project and the Village. The previous version of the FEMA mapping also showed the floodplain impacting the homes, an exhibit was provided for both the old and current FEMA maps. c. The Cordial’s stated that they spoke with IDOT and were informed that this project would need an independent flood study. Village of Plainfield 143rd St Extension Phase I Addendum Resident Stakeholder Meeting Min Date: November 26, 2019 Page 3 of 4 CMT No. 18024201.00 d. CMT noted that it has evaluated the flooding of Fletcher Lake and that this will be part of the Location Drainage Study (LDS). Mr. Cordial requested a copy of the LDS. CMT and the Village noted that the draft LDS is currently being completed that that it can be made available once it is completed. 5. Change in Flooding Concerns a. The residences have concerns that the proposed improvements will impact flooding of their properties. b. CMT noted that that Fletcher Lake is isolated and not connected to the DuPage River or Lily Cache Creek. Mr. Spangler confirmed and noted a sole incident where the DuPage River overtopped Naperville Road, the flood of 1996. Allen recalled this event and noted that that flood was the largest on record and vastly exceeded the 100-year storm event. c. The intent of the project is to not impact flood levels. The project will be required to follow floodplain regulations which require compensatory storage. Compensatory storage provides additional volume for flood waters to mitigate for any fill between the normal water level and the 100-year flood event. This additional volume is provided at 1.5 times the fill volume. d. Mr. Cordial requested to see the compensatory storage calculations. It was noted that these calculations will be included within the LDS. 6. Change in Normal Water Level Concerns a. The residences have concerns that filling in the pond will result in a rise in elevation of the normal water level. The Cordial’s noted that this year the water has been high and noted for a large portion of the year the water encroached over ten feet into their property. b. The Village noted that fluctuations in water levels is a naturally occurring event of any waterway independent of this project. c. The intent of the project is to not impact normal water levels. CMT stated that in the areas where compensatory storage is being excavated, the intent of the project is also excavating below the normal water level to expand Fletcher Lake and mitigate this concern. d. The residents questioned the depth of the new pond area noting that this is the deepest area of the lake. e. CMT confirmed that they have performed surveys of the lake bottom in this area and that there will be calculations to show that the fill is offset by new pond area. f. The resident’s question if the volume will be at the same rate as compensatory storage. The Village noted that it will be provided at a 1 to 1 ratio. g. Mr. Cordial requested to see the lake volume calculations. It was noted that these calculations will be included within the LDS. 7. Past Studies a. The residents recalled a study done on extending 143rd Street with a conclusion that the extension would not resolve traffic issues in Plainfield. This study was estimated to have been completed around 2000. b. The Village recalled this study and noted that the conclusion was based upon the benefits not outweighing the costs at the time of the study. The study noted that Village of Plainfield 143rd St Extension Phase I Addendum Resident Stakeholder Meeting Min Date: November 26, 2019 Page 4 of 4 CMT No. 18024201.00 other avenues to resolve traffic may be more appropriate such as additional lanes to Route 59 and rerouting of US 30 which have since been completed. The Village noted they will attempt to find this report and if found make it available. c. At present the cost benefit analysis favors the extension of 143rd Street. The 143rd Street Extension project has been recognized by Will County, IDOT, and the Chicago Metropolitan Agency for Planning as providing local and regional benefits to traffic congestion. 8. Open Discussion a. The residents noted that their primary concern is impacts to water levels and flooding and that that was the intent of this meeting. b. It was noted that the residents have several other concerns and would like to discuss these at future meetings. These include impacts to property value, noise, traffic, and light pollution. i. Property Value: The Village and CMT noted that impact to property value is not an exact science and that is dependent upon several factors including constant change in communities. Currently there is no formal program mandated by State or Federal government regarding potential impacts to properties surrounding a federally assisted project. ii. Noise: It was noted that the noise analysis is currently being completed. iii. Truck Traffic: It was noted that Naperville Road is not currently and is not proposed to be a designated truck route. Residents noted current truck traffic. The Village explained that there are instances where trucks can legally travel this roadway. iv. Lighting: It was noted by the Village that roadway lighting is not currently anticipated. CMT clarified that lighting will be installed at the intersection as a safety measure. Additionally, a sightscreen fence is planned along the north side of the roadway along Fletcher Lake. This will function to minimize salt spray from snow plowing and will block vehicle headlights. c. The Village welcomed additional meetings after the new year and additionally expressed their willingness to assist the residents in understanding the various reports requested and received. The meeting was adjourned at approximately 7:15 pm. 1 Batista, Santos From:Masouridis, Eleftherios P Sent:Thursday, October 8, 2020 3:38 PM To:Lewis, Michelle A.; Batista, Santos; Stallworth, Kevin D Subject:FW: Will County Section 06-00040-00-FP 143rd Street Extension in Plainfield Attachments:FIRM 143rdStreet_Location_Drainage_Study 61.pdf fyi E. Perry Masouridis, P.E. Hydraulics Section Chief Bureau of Programming/District 1 Illinois Department of Transportation Email: eleftherios.masouridis@illinois.gov Tel: (847) 705-4474 From: Masouridis, Eleftherios P Sent: Thursday, October 08, 2020 3:38 PM To: Sucoe, Marilyn <Marilyn.Sucoe@illinois.gov> Subject: RE: Will County Section 06-00040-00-FP 143rd Street Extension in Plainfield Marilyn, I have not called her. I do not plan to. If she calls me I would be happy to speak to her, however, we can’t explain what extra precautionary steps will IDNR/OWR take to ensure her entire backyard and potentially house will not be flooded. That response needs to come from IDNR not IDOT. As far as what assurances there are about rises in water levels on Fletcher Lake we can explain again how the process of a Location drainage Study works and how we document it. Although Fletcher Lake is a Zone A, the LDS includes computations for the 10-yr flood elevation and uses the DuPage River 100-yr for a BFE because the FIRM shows a connection to the DuPage River. I’ve attached a copy. The drainage area for Fletcher Lake is less than 200-acres and it is not in the DuPage River floodway. Based on this it doesn’t seem like IDNR/OWR has jurisdiction in that Zone A and from the standpoint of being an administrator of the NFIP it seems that the ordinance is being followed so floodplain impacts are being mitigated. The main issue with the lake is volume which is actually being increased by the project. The project is providing comp storage above and beyond what tis being filled. The new DuPage River bridge is being designed in accordance with the Part 3708 rules and so is the work on the West Norman Drain. All of this is documented in the LDS which she seems to have copy of. Here is an update from when we last communicated. Earlier this week there was a virtual meeting/call with Plainfield, their consultant, FHWA, and various Bureau’s within IDOT about this project. It was part of a normal coordination process where various project are placed on an agenda so their processing can advance as various needs arise. Among other project items the concerns with impacts to the floodplain and coordination with entities outside Plainfield were discussed. The EDP and PDP is going to be sent to Will County for review and comment. The LDS will document any coordination. During the meeting Plainfield indicated they received a FOIA and they shared much draft data. Draft studies are not subject to FOIA but Plainfield said they want to be transparent so they shared draft information. The problem with that 2 is numbers like to ones noted below get cited before they are final and as time goes on and people compare statements and conclusions it becomes very difficult to track where they came from. In addition Plainfield relayed that they held a public meeting late in 2019. So the residents have been informed about and have had opportunity to ask questions about the project. Currently the need and format of an additional public information meeting to present the final plans is being developed. Ms. Cordial and the group she represents will be invited to any meeting. Compensatory storage is part of the floodplain encroachment evaluation in the LDS. As noted in her email the project is providing comp storage that meets or exceeds the amount of fill. Plainfield told us their ordinance is at least as restrictive as Will County so they feel confident they will meet the County ordinance. I hope this helps you prepare a response. Perry E. Perry Masouridis, P.E. Hydraulics Section Chief Bureau of Programming/District 1 Illinois Department of Transportation Email: eleftherios.masouridis@illinois.gov Tel: (847) 705-4474 From: Sucoe, Marilyn <Marilyn.Sucoe@illinois.gov> Sent: Thursday, October 08, 2020 1:25 PM To: Masouridis, Eleftherios P <Eleftherios.Masouridis@illinois.gov> Subject: RE: Will County Section 06-00040-00-FP 143rd Street Extension in Plainfield Perry, Have you spoken with this resident? I can respond and give her your e-mail. Let me know. Marilyn Sucoe Floods Know No Boundaries Marilyn L. Sucoe P.E., CFM Illinois NFIP Coordinator (Acting) IDNR/OWR 2050 Stearns Rd Bartlett, IL 60103 847.608.3181 From: Cindy Cordial <ccordial@paralegalquick.com> Sent: Wednesday, October 7, 2020 4:18 PM To: Sucoe, Marilyn <Marilyn.Sucoe@illinois.gov> Cc: Bev Barnes <musicmomsb@aol.com>; Alan Cordial <acordial@mc-2.com> Subject: [External] Will County Section 06-00040-00-FP 143rd Street Extension in Plainfield 3 Dear Ms. Sucoe, I am reaching out to you as it is my understanding that you are the IDNR - Office of Water Resources, individual responsible to mitigate risk associated with flooding. I am an unincorporated Plainfield resident, who lives on Fletcher Lake. Per my Subdivision Plat, (which I am attaching), I actually own a small portion of land under the lake. I am lot 2. FACTS: • In 2011 the 143rd extension was supposed to be built on top of ComEd property at an estimated cost of $30M. • In a letter on July 16, 2018, ComEd indicated its land use needs had changed and the proposed improvements could no longer co-exist within the existing ComEd property. (PDR Volume 1 pp.6). • In late 2018, Plainfield switches plans and determines take a section of Fletcher lake in an Eminent domain action at an estimated cost of over $59M • On 9/11/18 Plainfield identifies that Floodplain Impacts decrease at the West Norman Drain between IL 59 and the DuPage River. Floodplain impacts increase at the Bass & Gill Club between Naperville Road and IL 126 A net decrease in overall flood plan impacts (PDR Volume 2 P[ 52) • The entire amount of required compensatory storage for fill placed within Fletcher Lake will be located at the southeast and southwest corners of Fletcher Lake. The amount of compensatory storage required for all floodplain fill for the 0-10 year is 3,769 cubic yards with 4,203 cubic yards of compensatory storage being provided. The amount of compensatory storage required for all floodplain fill for the 10-100 year is 2,981 cubic yards with 3,248 cubic yards of compensatory storage being provided. (PDR Volume 1 pp9). • In one of the volumes of Plainfield’s PDR’s submitted, a IDOT employee questions the validity of infilling the lake, which is a Flood Plain to build a road. • My property actually extends into the private Fletcher lake (Bass & Gill Club). • The February 2019 FEMA map places the back portion of my home in risk Zone A from the lake flooding. • Because the Lake is private FEMA has never conducted a study of Fletcher Lake. • During Spring of 2019 and this past spring, (rainy season), water levels on Fletcher Lake reached historic highs, and as a result water covered approximately 15’ inland into my backyard. • Plainfield’s preliminary Location Drainage Study draft dated January 28, 2020, did very little in the way of accounting for the proposed road’s affect on Fletcher Lake. In fact, although on the riverside Plainfield proposes a 1 to 1.5 ratio on the lake side they propose 1 to 1.2. • In addition, Plainfield did not conduct an independent study of Fletcher Lake to determine the impact for increased flooding risk for the property owners who live on the lake. As the water levels rise on Fletcher lake when it rains in the spring without a road being built on the lake, which is a FEMA identified Flood Plain, what extra precautionary steps, will IDNR/Office of Water Resources take to ensure that my entire backyard and potentially house will not be flooded? Many of the unincorporated citizens have expressed their concerns to Plainfield. However, Plainfield refuses to address. In fact, the Mayor told me … “You just can’t accept change”. Perhaps Plainfield just doesn’t care about our real concerns since we have no voting power in Plainfield. Although Will County wishes to help us, their hands are tied, because they have no authorized involvement in the 143rd extension. What assurances do we have that this proposed new road, being built on Fletcher Lake, will not cause additional, rise in water levels on Fletcher Lake? How can your office help in reviewing and ensuring that Plainfield has taken all necessary steps to ensure that water levels will not rise as a result of their proposed road? Thank you so much in advance. Cindy Cordial Paralegal Quick, LLC 4 Partner, Paralegal P: 815.782.5312 M: 630.546.8860 ccordial@paralegalquick.com www.paralegalquick.com * Paralegal Quick is a freelance paralegal firm. We are unauthorized to practice law (UPL). Our services are offered only to attorneys. Attorneys who engage our services must be licensed to practice law. 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. 143rd STREET EXTENSION PHASE I ADDENDUM LOCATION DRAINAGE STUDY JANUARY 2020 REVISED: MARCH 2021 Appendix D Supporting Documents Bass & Gill Club Normal Water Level .................................................................. Attachment D-1 Bass & Gill Club 10-year and 100-year Water Surface Elevation ........................ Attachment D-2 Fill and Compensatory Storage Calculations ...................................................... Attachment D-3 Storm Inlet Spacing Calculations ........................................................................ Attachment D-4 Permit Summary Form – 143rd St Bridge over DuPage River .............................. Attachment D-5 Permit Summary Form – 143rd St Culvert over West Norman Drain................... Attachment D-6 143rd St Bridge Plan at DuPage River .................................................................. Attachment D-7 143rd St Culvert Plan at West Norman Drain ...................................................... Attachment D-8 MSE Wall Plan at Bass & Gill Club – Fletcher Lake .............................................. Attachment D-9 Storm Sewer Catchment Areas ......................................................................... Attachment D-10 Storm Sewer StormCAD Profiles ....................................................................... Attachment D-11 Storm Sewer StormCAD Calculations ............................................................... Attachment D-12 143rd STREET EXTENSION PHASE I ADDENDUM LOCATION DRAINAGE STUDY JANUARY 2020 REVISED: MARCH 2021 Appendix D ATTACHMENT D-1: BASS & GILL CLUB NORMAL WATER LEVEL 1 TO: File FROM: Mike Wittkop, P.E. DATE: January 23, 2020 SUBJECT: Bass and Gill Club Pond Fletcher Lake Normal Water Level Plainfield 143rd Street Extension - CMT No. 180242-01 Survey data has been collected for this project at various dates from 2006 to 2019. The following is a summary of the data as it pertains to the water level of Fletcher Lake: February 15, 2008 o Survey work performed as documented in Book 1136, Page 49 o Data Collected for Fletcher Lake: Point No. Elevation T10376 602.08 T10375 602.03 T10374 602.08 T10373 602.05 T10372 602.18 T10383 602.10 T10384 602.06 T10385 602.05 T10386 602.05 T10387 602.15 Average 602.08 February 17, 2017 o Survey work performed as documented in Book 1324-1, Page 57 o Data Collected for Fletcher Lake: Point No. Elevation 10657 601.80 10654 601.59 10651 601.69 10644 601.65 10642 601.49 Average 601.64 MEMORANDUM Bass and Gill Club Pond Fletcher Lake normal Water Level Plainfield 143rd Street Extension - CMT No. 180242-01 February 27, 2017 o Survey work performed as documented in Book 1324-1, Page 68 o Data Collected for Fletcher Lake: Point No. Elevation 11482 601.87 11490 601.83 11497 601.78 11512 601.63 11515 601.89 11525 601.72 11527 601.69 11537 601.60 Average 601.75 October 2014 Will County Lidar o Lidar data from Will County indicates that the water surface elevation is approximately 602 Conclusion: o Based upon survey data collected by CMT in 2008 and 2017 in conjunction with the Will County Lidar data of 2014 it is concluded that the Normal Water Surface Elevation is 602.0 143rd STREET EXTENSION PHASE I ADDENDUM LOCATION DRAINAGE STUDY JANUARY 2020 REVISED: MARCH 2021 Appendix D ATTACHMENT D-2: BASS & GILL CLUB 10-YEAR AND 100- YEAR WATER SURFACE ELEVATION 1 TO: Tice Cole, P.E. and Mike Wittkop, P.E. FROM: Chris Dagiantis, P.E. DATE: April 15, 2019 SUBJECT: 100-year Base Flood Elevation (B.F.E.) Determination Bass and Gill Club Pond Plainfield 143rd Street Extension - CMT No. 180242-01 The Bass and Gill Club pond is shown as an isolated Zone A floodplain by the effective FEMA Flood Insurance Rate Maps (FIRM) number 17197C 0039G, 0045G, 0127G and 135G dated February 15, 2019. For a Zone A floodplain, an area of flooding is shown, but flood elevations have not been established. For design of the project, the 100-year base flood elevation (B.F.E) and other frequencies will need to be determined. For determining the B.F.E of Zone A floodplains, FEMA has a guidance document which indicates to search for other available elevation data, use a simplified approach or use a detailed approach. We searched and are not aware of other local, state or federal information that can provide a floodplain elevation. We reviewed the suggested simplified approach for lakes, called simplified contour interpolation method, but it is not applicable as the Zone A floodplain limits cross too many different contours. A detailed approach was then completed using hand or computer computations For a computational approach, we calculated the runoff volume from the contributing drainage area and calculated the amount the water level would rise above the normal water level with this additional volume. Since roadway design is based on various events, we calculated the 10-year, 50-year and 100-year, 24-hour events. The contributing drainage area to the Bass and Gill Club pond is approximately 141 acres and we used a runoff coefficient of 98 and a time of concentration of 10 minutes to be conservative. Using at TR-20 method in HydroCAD software we calculated a runoff volume for each event. We calculated the pond water area using an aerial image at 55 acres. From available information we are using an elevation of 602 for the normal water level. The following table summarizes the rise above the normal water level and elevation for each event. MEMORANDUM 100-year Base Flood Elevation (B.F.E.) Determination Bass and Gill Club Pond Plainfield 143rd Street Extension - CMT No. 180242-01 April 2019 FLOOD ELEVATIONS FOR BASS AND GILL CLUB POND Storm Event Runoff Volume Pond Area Depth Elevation NWL (602) + Depth Elevation Rounded (ac-ft) (acres) (feet) (feet) (feet) 10-year, 24-hour 50 55 0.91 602.91 602.9 50-year, 24-hour 73 55 1.33 603.33 603.3 100-year, 24-hour 86 55 1.56 603.56 603.6 We also reviewed available information regarding the influence of the other ponds and DuPage River on the Bass and Gill Club Pond. The hydrologic atlas (from 1966) indicates these quarry ponds are not connected to the adjacent rivers in the recorded floods. The contours suggest an overflow could occur from Big Harris/Strike Lakes into Fletcher Lakes when the Lily Cache River is at flood elevation. Local account by members of the Bass and Gill Club indicate this does not occur and the water surface elevation stays fairly constant. This also suggests the groundwater influence on the water table is stable. As a result, we are utilizing the normal water elevation plus the water level change due to the runoff volume for the flood elevations calculated in the above table. Attachments: - 2019 Effective FEMA Map - Drainage Area Map - HydroCAD Output - April 2, 2019 and March 19, 2019 Correspondence MODEL NAME == = FILE NAME =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_color.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Drawings\Exhibits\..CPD JJM CPDJeremy Metz800.0000 ' / in. 4/15/2019 (8:48:39 AM) D1143-exh_FEMA_FIRM.dgn Default 1"=400'11 11 143RD STREET EXTENSION FEMA FIRM MAP EFFECTIVE FEB 15, 2019 04/12/2019 WILL06-00040-00-FP0350 U. MODEL NAME = FILE NAME = SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - 507 508 509 510+00 511 512 513 514 515+00 516 517 518 519 520+00 521 522 523 524 525+00 526 527 528 529 530+00 531 532 533 534 535+00 536 537 538 539 540+00 541 542 543 544 545+00 546 547 548 549 550+00 551 552 553 554 555+00 556 557 558 559 560+00 561 562 563 564 565+00 566 567 568 569 570+00 571 572 573 574 0 400 800 1200 SCALE IN FEET 17197C0135G MAP NO. 17197C0127G MAP NO. 17197C0039G MAP NO. 17197C0045G MAP NO. EXTENSION (APPROXIMATE) PROPOSED ALINGNMENT 143RD  Copyright CMT,License No. 184-000613 MODEL NAME == = FILE NAME =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_Color_Faded_Contours.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Drawings\Exhibits\..360.0000 ' / in. 4/15/2019 (10:39:47 AM) D1143-exh_Bass_and_Gill_Drainage_Boundry.dgn DefaultJeremy Metz1"=180' CPD JJM CPD 11 1 BASS & GILL DRAINAGE BOUNDARY 1143RD STREET EXTENSION 04/12/2019 WILL06-00040-00-FP0350 U. MODEL NAME = FILE NAME = SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - 0 180 360 540 SCALE IN FEET FLETCHER LAKE ˜ 141 ACRES DRAINAGE AREA TO WATER AREA ˜ 55 ACRES FLETCHER LAKE  Copyright CMT,License No. 184-000613 143RD STNAPERVILLE RDDUPAGE RIVERFLETCHER LAKE BASS AND GILL CLUB STRIKE LAKE BASS AND GILL CLUB PENNLAND SUBDIVISION COPPER DR MAIN LAKE BASS AND GILL CLUB MAIN ST Huff 0-10sm 3Q 24.00 hrs 100yr-024hr-Huff3Q Rainfall=7.58"143rd Plainfiled Bass n Gill clu Printed 4/15/2019Prepared by MicrosoftHydroCAD® 10.00-19 s/n 03148 © 2016 HydroCAD Software Solutions LLC Subcatchment 5S: Area - Total Runoff Hydrograph Time (hours) 484644424038363432302826242220181614121086420Flow (cfs)130 120 110 100 90 80 70 60 50 40 30 20 10 0 Huff 0-10sm 3Q 24.00 hrs 100yr-024hr-Huff3Q Rainfall=7.58" Runoff Area=141.000 ac Runoff Volume=86.251 af Runoff Depth=7.34" Tc=10.0 min CN=98 117.69 cfs Huff 0-10sm 4Q 48.00 hrs 100yr-048hr-Huff4Q Rainfall=8.16"143rd Plainfiled Bass n Gill clu Printed 4/15/2019Prepared by MicrosoftHydroCAD® 10.00-19 s/n 03148 © 2016 HydroCAD Software Solutions LLC Events for Subcatchment 5S: Area - Total Event Runoff (cfs) Volume (acre-feet) Depth (inches) 002yr-0.08hr-Huff1Q 163.43 2.288 0.19 002yr-0.17hr-Huff1Q 341.09 5.582 0.48 002yr-0.25hr-Huff1Q 392.55 7.255 0.62 002yr-0.5hr-Huff1Q 417.73 10.664 0.91 002yr-001hr-Huff1Q 367.30 14.232 1.21 002yr-002hr-Huff1Q 304.33 18.405 1.57 002yr-003hr-Huff1Q 246.89 20.150 1.71 002yr-006hr-Huff1Q 162.96 24.113 2.05 002yr-012hr-Huff2Q 73.28 28.317 2.41 002yr-018hr-Huff3Q 57.10 30.071 2.56 002yr-024hr-Huff3Q 46.83 32.995 2.81 002yr-048hr-Huff3Q 26.18 35.865 3.05 005yr-0.08hr-Huff1Q 237.11 3.313 0.28 005yr-0.17hr-Huff1Q 457.12 7.480 0.64 005yr-0.25hr-Huff1Q 522.64 9.635 0.82 005yr-0.5hr-Huff1Q 564.69 14.001 1.19 005yr-001hr-Huff1Q 490.28 18.405 1.57 005yr-002hr-Huff1Q 397.71 23.646 2.01 005yr-003hr-Huff1Q 321.88 25.864 2.20 005yr-006hr-Huff1Q 209.96 30.772 2.62 005yr-012hr-Huff2Q 92.56 36.156 3.08 005yr-018hr-Huff3Q 71.91 38.381 3.27 005yr-024hr-Huff3Q 58.73 41.896 3.57 005yr-048hr-Huff4Q 32.52 45.079 3.84 010yr-0.08hr-Huff1Q 298.35 4.163 0.35 010yr-0.17hr-Huff1Q 554.16 9.066 0.77 010yr-0.25hr-Huff1Q 635.37 11.696 1.00 010yr-0.5hr-Huff1Q 680.69 16.780 1.43 010yr-001hr-Huff1Q 591.25 22.014 1.87 010yr-002hr-Huff1Q 481.03 28.317 2.41 010yr-003hr-Huff1Q 387.77 30.889 2.63 010yr-006hr-Huff1Q 251.04 36.624 3.12 010yr-012hr-Huff2Q 109.19 42.951 3.66 010yr-018hr-Huff3Q 84.60 45.529 3.87 010yr-024hr-Huff4Q 69.20 49.751 4.23 010yr-048hr-Huff4Q 38.29 53.485 4.55 025yr-0.08hr-Huff1Q 392.67 5.472 0.47 025yr-0.17hr-Huff1Q 715.41 11.696 1.00 025yr-0.25hr-Huff1Q 812.06 14.926 1.27 025yr-0.5hr-Huff1Q 870.23 21.315 1.81 025yr-001hr-Huff1Q 751.43 27.733 2.36 025yr-002hr-Huff1Q 608.29 35.453 3.02 Huff 0-10sm 4Q 48.00 hrs 100yr-048hr-Huff4Q Rainfall=8.16"143rd Plainfiled Bass n Gill clu Printed 4/15/2019Prepared by MicrosoftHydroCAD® 10.00-19 s/n 03148 © 2016 HydroCAD Software Solutions LLC Events for Subcatchment 5S: Area - Total (continued) Event Runoff (cfs) Volume (acre-feet) Depth (inches) 025yr-003hr-Huff1Q 490.39 38.732 3.30 025yr-006hr-Huff1Q 314.86 45.764 3.89 025yr-012hr-Huff3Q 134.94 53.504 4.55 025yr-018hr-Huff3Q 104.34 56.671 4.82 025yr-024hr-Huff3Q 85.43 61.951 5.27 025yr-048hr-Huff4Q 46.86 65.983 5.62 050yr-0.08hr-Huff1Q 488.95 6.806 0.58 050yr-0.17hr-Huff1Q 863.95 14.117 1.20 050yr-0.25hr-Huff1Q 977.03 17.941 1.53 050yr-0.5hr-Huff1Q 1,040.92 25.397 2.16 050yr-001hr-Huff1Q 898.82 32.995 2.81 050yr-002hr-Huff1Q 727.25 42.130 3.59 050yr-003hr-Huff1Q 584.83 45.881 3.90 050yr-006hr-Huff1Q 373.51 54.208 4.61 050yr-012hr-Huff3Q 158.68 63.242 5.38 050yr-018hr-Huff3Q 122.81 67.115 5.71 050yr-024hr-Huff3Q 100.24 73.101 6.22 050yr-048hr-Huff4Q 54.55 77.201 6.57 100yr-0.08hr-Huff1Q 594.71 8.271 0.70 100yr-0.17hr-Huff1Q 1,066.15 17.012 1.45 100yr-0.25hr-Huff1Q 1,168.03 21.431 1.82 100yr-0.50hr-Huff1Q 1,241.26 30.188 2.57 100yr-001hr-Huff1Q 1,069.25 39.084 3.33 100yr-002hr-Huff1Q 862.85 49.751 4.23 100yr-003hr-Huff1Q 693.41 54.208 4.61 100yr-006hr-Huff1Q 440.88 63.946 5.44 100yr-012hr-Huff2Q 186.33 74.627 6.35 100yr-018hr-Huff3Q 143.97 79.089 6.73 100yr-024hr-Huff3Q 117.69 86.251 7.34 100yr-048hr-Huff4Q 65.11 92.630 7.88 1 Mike Wittkop From:Mike Wittkop Sent:Tuesday, April 2, 2019 4:58 PM To:'Steve Beese' Subject:RE: Plainfield 143rd Street Project - Flooding Question Steve, Thank you for assisting us in our understanding of the drainage in this area. To summarize: The pond adjacent to ComEd, Naperville Road, and IL Rte. 126 is Fletcher Lake Fletcher Lake and Strike Lake historically do not overtop and connect in a storm event Thank you again and please feel free to contact me with an questions, concerns, or corrections in my understanding. MIKE WITTKOP, P.E. | Senior Engineer Crawford, Murphy & Tilly | Engineers & Consultants 550 North Commons Drive, Suite 116 | Aurora, IL 60504 w 630.907.7056 | m 630.336.2700 | f 630.820.0350 | mwittkop@cmtengr.com Centered in Value From: Steve Beese <bzsteve2000@yahoo.com> Sent: Tuesday, April 2, 2019 4:34 PM To: Mike Wittkop <mwittkop@cmtengr.com> Subject: Re: Plainfield 143rd Street Project - Flooding Question They should be reversed on the map. They are mislabeled. On Tuesday, April 2, 2019, 3:38:12 PM CDT, Mike Wittkop <mwittkop@cmtengr.com> wrote: Steve, I appreciate your quick response. Looking into the facility map did you flip Strike and Fletcher Lake in your description? Strike Lake is adjacent to Naperville/Plainfield Road and Fletcher Lake is directly south of Big & Little Harris. MIKE WITTKOP, P.E. | Senior Engineer Crawford, Murphy & Tilly | Engineers & Consultants 550 North Commons Drive, Suite 116 | Aurora, IL 60504 2 w 630.907.7056 | m 630.336.2700 | f 630.820.0350 | mwittkop@cmtengr.com Centered in Value From: Steve Beese <bzsteve2000@yahoo.com> Sent: Tuesday, April 2, 2019 1:56 PM To: Mike Wittkop <mwittkop@cmtengr.com> Subject: Fw: Plainfield 143rd Street Project - Flooding Question I don't know if you received my response but the major flooding occurs at the north end of our property when The Clark Lakelands water comes underneath 135th St. and flows into Big and Little Harris. Some of this water does come into Strike Lake. Any Fletcher Lake flooding is due to flooding off of Naperville/Plainfield Rd. ----- Forwarded Message ----- From: Mike Wittkop <mwittkop@cmtengr.com> To: bzsteve2000@yahoo.com <bzsteve2000@yahoo.com> Cc: Tice 'Charles' Cole <ccole@cmtengr.com> Sent: Tuesday, April 2, 2019, 12:57:13 PM CDT Subject: Plainfield 143rd Street Project - Flooding Question Steve, A am working for the Village of Plainfield on the potential roadway project to connect 143rd Street from Route 59 to Route 126 and met you at a meeting on January 2 of this year. We are working on determining various items as it relates to the drainage in the area. Specifically we are curious if there are historical accounts of water overtopping the bank and flowing from Fletcher Lake to Strike Lake. We appreciate your feedback on this matter and thank you for your time and cooperation. MIKE WITTKOP, P.E. | Senior Engineer Crawford, Murphy & Tilly | Engineers & Consultants 550 North Commons Drive, Suite 116 | Aurora, IL 60504 w 630.907.7056 | m 630.336.2700 | f 630.820.0350 | mwittkop@cmtengr.com 1 TO: File FROM: Corey Worthel, PLS DATE: March 19, 2019 SUBJECT: Bass and Gill Club Pond Site Meeting Plainfield 143rd Street Extension - CMT No. 180242-01 I met with the Bass & Gill onsite caretaker, Bob Salinas, at Fletcher Lake. Bob stated that historically water does not flow from Strike Lake to Fletcher Lake. Bob additionally noted that that there are no connections via pipe or overland flow. MEMORANDUM 143rd STREET EXTENSION PHASE I ADDENDUM LOCATION DRAINAGE STUDY JANUARY 2020 REVISED: MARCH 2021 Appendix D ATTACHMENT D-3: FILL AND COMPENSATORY STORAGE CALCULATIONS WEST NORMAN DRAIN 0‐10 Year (cu yd) 10‐100 Year (cu yd) 143rd Street / Rte. 30 West of Route 59 336.0 689.4 Floodway 316.2 380.0 Flood Fringe 19.7 309.4 West Norman Drain 147.9 179.2 Floodway 147.9 179.2 Flood Fringe 0.0 0.0 Total Floodplain Fill 483.9 868.6 Floodway 464.1 559.2 Flood Fringe 19.7 309.4 Compensatory Storage Required (1.5:1)725.9 1,302.9 Compensatory Storage Required (1:1) Floodway 464.1 559.2 Compensatory Storage Provided 778.0 2,214.7 Floodway 765.3 1,895.2 DUPAGE RIVER 0‐10 Year (cu yd) 10‐100 Year (cu yd) Rte. 59 4.6 38.2 Floodway 4.3 5.6 Flood Fringe 0.2 32.5 143rd Street: Rte. 59 to Naperville Road 2,062.3 2,903.2 Floodway 218.5 72.6 Flood Fringe 1,843.7 2,830.6 DuPage River Trail 128.3 0.0 Floodway 75.8 0.0 Flood Fringe 52.5 0.0 DuPage River 312.5 0.0 Floodway 61.2 0.0 Flood Fringe 0.0 0.0 Bridge Piers 1,493.1 144.5 Floodway 1,123.5 128.8 Flood Fringe 187.8 19.0 Total Floodplain Fill 4,000.8 3,085.9 Floodway 1,483.3 207.0 Flood Fringe 2,084.2 2,882.1 Compensatory Storage Required (1.5:1)6,001.2 4,628.9 Compensatory Storage Required (1:1) Floodway 1,483.3 207.0 Compensatory Storage Provided 11,490.9 6,929.7 Floodway 100.3 0.0 143rd Street Extension Project Village of Plainfield SUMMARY TABLE COMPENSATORY STORAGE November 23, 2020 Section 06‐00040‐00‐FP Page 1 of 20 FLETCHER LAKE 0-10 Year (cu yd) 10-100 Year (cu yd) 143rd Street: Naperville Road to Rte. 126 2,512.8 1,987.7 Total Floodplain Fill 2,512.8 1,987.7 Floodway 0.0 0.0 Flood Fringe 2,512.8 1,987.7 Compensatory Storage Required (1.5:1)3,769.2 2,981.6 Floodway 0.0 0.0 Compensatory Storage Provided 4,203.5 3,248.4 Floodway 0.0 0.0 FLETCHER LAKE Below 0 Year (cu yd) 143rd Street: Naperville Road to Rte. 126 19,862.6 Total Lake Fill 19,862.6 Storage Required (1:1)19,862.6 Lake Storage Provided 42,190.2 LILY CACHE CREEK 0-10 Year (cu yd) 10-100 Year (cu yd) Rte. 126 Culvert 22.0 100.1 Total Floodplain Fill 22.0 100.1 Floodway 0.0 0.0 Flood Fringe 22.0 100.1 Compensatory Storage Required (1.5:1)33.0 150.2 Floodway 0.0 0.0 Compensatory Storage Provided 108.7 248.0 Floodway 0.0 0.0 Page 2 of 20 Station Distance Area Volume Area Volume Area Volume Area Volume Area Volume Area Volume (ft) (sq ft) (cu ft) (sq ft) (cu ft) (sq ft) (cu ft) (sq ft) (cu ft) (sq ft) (cu ft) (sq ft) (cu ft) 506+88.27 0.00 0.00 0.00 0.00 26.73 0 10.75 0 0 0 10.75 507+15.00 0.00 0.80 0.00 0.80 39.00 0 22.96 0 0 0 22.96 507+54.00 0.00 0.37 0.00 0.37 23.78 0 56.17 0 0 0 56.17 507+77.78 0.00 4.35 0.00 4.35 22.22 1.16 201.96 0 0 1.16 201.96 508+00.00 0.10 13.83 0.10 13.83 29.95 40.34 482.57 0 0 40.34 482.57 508+29.95 2.59 18.40 2.59 18.40 13.65 55.05 259.79 0 0 55.05 259.79 508+43.60 5.48 19.67 5.48 19.67 56.40 1076.94 1936.87 922.52 1382.27 154.42 554.6 509+00.00 32.71 49.02 32.71 49.02 50.00 1905.39 2570.88 1905.39 2570.88 0 0 509+50.00 43.50 53.82 43.50 53.82 50.00 2455.78 2841.03 2455.78 2841.03 0 0 510+00.00 54.73 59.82 54.73 59.82 44.00 2625.08 2782.06 2625.08 2782.06 0 0 510+44.00 64.59 66.63 64.59 66.63 16.82 629.48 684.56 629.48 684.56 0 0 510+60.82 10.26 14.76 10.26 14.76 511+80.05 0.00 0.00 0.00 0.00 4.79 0 17.81 0 0 0 17.81 511+84.84 0.00 7.44 0.00 7.44 26.89 48.94 479.9 0 0 48.94 479.9 512+11.73 3.64 28.26 3.64 28.26 11.28 38.32 316.51 0 0 38.32 316.51 512+23.01 3.15 27.86 3.15 27.86 23.77 62.76 666.29 0 0 62.76 666.29 512+46.78 2.13 28.20 2.13 28.20 70.37 97.99 1972.52 0 0 97.99 1972.52 513+17.15 0.66 27.86 0.66 27.86 102.85 33.82 2404.46 0 0 33.82 2404.46 514+20.00 0.00 18.89 0.00 18.89 44.57 0 651.17 0 0 0 651.17 514+64.57 0.00 10.33 0.00 10.33 49.59 0 256.04 0 0 0 256.04 515+14.16 0.00 0.00 0.00 0.00 9071.05 18614.30 8538.25 10260.80 532.80 8353.50 336.0 689.4 316.2 380.0 19.7 309.4 Value to be entered by Engineer Spreadshet Prepared By: MJW 10/21/2019 Comps By: AS 8/31/2020 Checked By: JJM 9/8/2020 Village of Plainfield 143rd Street Extension Project Section 06-00040-00-FP November 23, 2020 Floodplain Fill Evaluation 143rd Street Reconstruction West of Rte 59 Floodplain Fill 0 to 10 Year Floodplain Fill 10 to 100 Year Floodplain Fill 0 to 10 Year Floodplain Fill 10 to 100 Year Floodway Flood Fringe Total Volume (cu yd) Sub-Total Volume (cu ft) Floodplain Fill 0 to 10 Year Floodplain Fill 10 to 100 Year West Norman Drain Cross Sections Page 3 of 20 Station Distance Area Volume Area Volume Area Volume Area Volume Area Volume Area Volume (ft) (sq ft) (cu ft) (sq ft) (cu ft) (sq ft) (cu ft) (sq ft) (cu ft) (sq ft) (cu ft) (sq ft) (cu ft) 01+41.29 0.00 0.00 0.00 0.00 0.00 0.00 4.69 0 0 0 0 0 0 01+45.98 0.00 0.00 0.00 0.00 0.00 0.00 13.54 0 0 0 0 0 0 01+59.52 0.00 0.00 0.00 0.00 0.00 0.00 12.15 0 0 0 0 0 0 01+71.67 0.00 0.00 0.00 0.00 0.00 0.00 15.11 1159.88 1389.41 1159.88 1389.41 0 0 01+86.78 153.53 183.91 153.53 183.91 0.00 0.00 10.22 1625.7 1834.87 1625.7 1834.87 0 0 01+97.00 164.62 175.17 164.62 175.17 0.00 0.00 8.53 782.23 1211.32 782.23 1211.32 0 0 02+05.53 18.79 108.85 18.79 108.85 0.00 0.00 0.97 9.11 67.68 9.11 67.68 0 0 02+06.50 0.00 30.71 0.00 30.71 0.00 0.00 6.19 0 95.04 0 95.04 0 0 02+12.69 0.00 0.00 0.00 0.00 0.00 0.00 63.54 0 0 0 0 0 0 02+76.23 0.00 0.00 0.00 0.00 0.00 0.00 4.22 0 0 0 0 0 0 02+80.45 0.00 0.00 0.00 0.00 0.00 0.00 3.33 0 0 0 0 0 0 02+83.78 0.00 0.00 0.00 0.00 0.00 0.00 0.99 0 1.51 0 1.51 0 0 02+84.77 0.00 3.04 0.00 3.04 0.00 0.00 9.13 262.67 156.14 262.67 156.14 0 0 02+93.90 57.54 31.16 57.54 31.16 0.00 0.00 5.30 152.48 82.58 152.48 82.58 0 0 02+99.20 0.00 0.00 0.00 0.00 0.00 0.00 10.67 0 0 0 0 0 0 03+09.87 0.00 0.00 0.00 0.00 0.00 0.00 13.34 0 0 0 0 0 0 03+23.21 0.00 0.00 0.00 0.00 0.00 0.00 15.49 0 0 0 0 0 0 03+38.70 0.00 0.00 0.00 0.00 0.00 0.00 26.99 0 0 0 0 0 0 03+65.69 0.00 0.00 0.00 0.00 0.00 0.00 6.20 0 0 0 0 0 0 03+71.89 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 3992.07 4838.55 3992.07 4838.55 0.00 0.00 147.9 179.2 147.9 179.2 0.0 0.0 Value to be entered by Engineer Spreadshet Prepared By: MJW 10/21/2019 Comps By: AS 8/31/2020 Checked By: JJM 9/8/2020 Village of Plainfield 143rd Street Extension Project Section 06-00040-00-FP November 23, 2020 Floodplain Fill Evaluation West Norman Drain Floodway Flood Fringe Floodplain Fill 0 to 10 Year Floodplain Fill 10 to 100 Year Floodplain Fill 0 to 10 Year Floodplain Fill 10 to 100 Year Total Volume (cu yd) Floodplain Fill 0 to 10 Year Floodplain Fill 10 to 100 Year Sub-Total Volume (cu ft) Page 4 of 20 Station Distance Area Volume Area Volume Area Volume Area Volume Area Volume Area Volume (ft) (sq ft) (cu ft) (sq ft) (cu ft) (sq ft) (cu ft) (sq ft) (cu ft) (sq ft) (cu ft) (sq ft) (cu ft) 509+94.31 0.00 0.00 0.00 0.00 5.05 0 0 0 0 0 0 509+99.36 0.00 0.00 0.00 0.00 10.58 285.65 178.26 285.65 178.26 0 0 510+09.94 54.00 33.70 54.00 33.70 23.60 1497.14 2310.49 1497.14 2310.49 0 0 510+33.54 72.88 162.11 72.88 162.11 6.61 479.66 1111.81 479.66 1111.81 0 0 510+40.15 72.25 174.29 72.25 174.29 18.30 1304.59 3259.93 1304.59 3259.93 0 0 510+58.45 70.32 181.98 70.32 181.98 12.97 946.19 2391.18 946.19 2391.18 0 0 510+71.42 75.58 186.74 75.58 186.74 8.57 663.16 1619.12 663.16 1619.12 0 0 510+79.99 79.18 191.11 79.18 191.11 28.52 2215.05 5420.01 2215.05 5420.01 0 0 511+08.51 76.15 188.97 76.15 188.97 56.96 4046.62 10778.25 4046.62 10758.18 0 20.14 511+65.47 65.94 189.48 65.94 188.78 0.71 8.20 537.53 1542.53 537.53 1523.66 0 18.88 511+73.67 65.17 186.75 65.17 182.85 3.90 156.58 6734.49 22366.16 6584.37 17983.85 150.12 4382.3 513+30.25 20.85 98.94 18.93 46.86 1.92 52.08 33.08 651.51 2981.9 585.9 1385.89 65.61 1596 513+63.33 18.54 81.35 16.49 36.93 2.05 44.42 3.61 66.81 289.75 59.27 131.03 7.55 158.72 513+66.94 18.48 79.18 16.34 35.66 2.13 43.52 111.58 1440.66 5311.67 1321.7 2863.97 118.96 2447.7 514+78.52 7.35 16.03 7.35 15.67 0.36 14.90 114.1 202.8 114.1 200.13 0 2.67 514+93.42 7.97 11.19 7.97 11.19 5.77 22.99 32.29 22.99 32.29 0 0 514+99.19 0.00 0.00 0.00 0.00 21006.15 59796.15 20663.92 51169.8 342.24 8626.41 778.0 2214.7 765.3 1895.2 12.7 319.5 Value to be entered by Engineer Spreadshet Prepared By: MJW 10/21/2019 Comps By: AS 8/31/2020 Checked By: JJM 9/8/2020 West Norman Drain (South of 143rd St) Floodway Flood Fringe Comp Storage 0 to 10 Year Comp Storage 10 to 100 Year Comp Storage 0 to 10 Year Comp Storage 10 to 100 Year Comp Storage 0 to 10 Year Comp Storage 10 to 100 Year Sub-Total Volume (cu ft) Total Volume (cu yd) Village of Plainfield 143rd Street Extension Project Section 06-00040-00-FP November 23, 2020 COMPENSATORY STORAGE Page 5 of 20 Station Distance Area Volume Area Volume Area Volume Area Volume Area Volume Area Volume (ft) (sq ft) (cu ft) (sq ft) (cu ft) (sq ft) (cu ft) (sq ft) (cu ft) (sq ft) (cu ft) (sq ft) (cu ft) 3396+69.71 0.00 0.46 0.00 0.46 0.00 0.00 2.29 3.37 4.91 3.37 4.91 0 0 3396+72.00 2.94 3.83 2.94 3.83 0.00 0.00 77.01 117.83 770.09 113.2 147.47 4.71 622.61 3397+49.01 0.12 16.17 0.00 0.00 0.12 16.17 29.70 1.78 255.64 0 0 1.82 255.64 3397+78.71 0.00 1.05 0.00 0.00 0.00 1.05 122.98 1030.64 116.57 152.38 6.53 878.25 4.6 38.2 4.3 5.6 0.2 32.5 Value to be entered by Engineer Spreadshet Prepared By: MJW 10/21/2019 Comps By: AS 11/6/2020 Checked By: Route 59 Floodway Flood Fringe Floodplain Fill 0 to 10 Year Floodplain Fill 10 to 100 Year Floodplain Fill 0 to 10 Year Floodplain Fill 10 to 100 Year Floodplain Fill 0 to 10 Year Floodplain Fill 10 to 100 Year Sub-Total Volume (cu ft) Total Volume (cu yd) Village of Plainfield 143rd Street Extension Project Section 06-00040-00-FP November 23, 2020 Floodplain Fill Evaluation Page 6 of 20 Station Distance Area Volume Area Volume Area Volume Area Volume Area Volume Area Volume (ft) (sq ft) (cu ft) (sq ft) (cu ft) (sq ft) (cu ft) (sq ft) (cu ft) (sq ft) (cu ft) (sq ft) (cu ft) 523+95.25 0.00 0.02 0.00 0.00 0.00 0.02 23.65 82.89 645.92 0 0 82.89 645.92 524+18.90 7.01 54.61 0.00 0.00 7.01 54.61 28.12 1239.4 4672.9 0 0 1239.4 4672.9 524+47.02 81.14 277.75 0.00 0.00 81.14 277.75 52.98 10128.81 16368.83 0 0 10128.81 16368.83 525+00.00 301.22 340.18 0.00 0.00 301.22 340.18 59.79 18039.23 20539.39 0 0 18039.23 20539.39 525+59.79 302.20 346.87 0.00 0.00 302.20 346.87 21.35 6466.19 7247.45 26.61 0 6439.61 7247.45 525+81.14 303.53 332.05 2.49 0.00 301.05 332.05 21.41 6294.51 6337.5 202.72 4.35 6091.83 6333.14 526+02.55 284.46 259.97 16.44 0.41 268.02 259.56 3.84 1099.43 966.47 102.77 20.66 996.66 945.8 526+06.39 288.16 243.40 37.08 10.36 251.08 233.04 14.42 3938.94 2486.18 676.18 74.67 3262.77 2411.52 526+20.81 258.16 101.42 56.70 0.00 201.46 101.42 15.16 1956.85 768.79 429.8 0 1527.05 768.79 526+35.97 0.00 0.00 0.00 0.00 0.00 0.00 DuPage River 0 0 0 0 534+67.23 0.00 0.00 0.00 0.00 0.00 0.00 18.69 1640.37 0 1640.37 0 0 0 534+85.92 175.53 0.00 175.53 0.00 0.00 0.00 14.90 1711.04 0 1711.04 0 0 0 535+00.82 54.13 0.00 54.13 0.00 0.00 0.00 29.65 958.38 0 958.38 0 0 0 535+30.47 10.51 0.00 10.51 0.00 0.00 0.00 2.85 26.43 0 26.43 0 0 0 535+33.32 8.04 0.00 8.04 0.00 0.00 0.00 16.38 230.79 525.63 65.83 0 164.97 525.63 535+49.70 20.14 64.18 0.00 0.00 20.14 64.18 12.42 268.55 1519.53 0 0 268.55 1519.53 535+62.12 23.10 180.51 0.00 0.00 23.10 180.51 1.75 39.33 334.15 0 0 39.33 334.15 535+63.87 21.85 201.37 0.00 0.00 21.85 201.37 9.71 174.26 2103.81 4.29 102.43 169.23 2001.38 535+73.58 14.04 231.95 0.88 21.10 13.01 210.86 23.20 632.73 5519.53 27.71 629.85 603.24 4889.67 535+96.78 40.50 243.87 1.51 33.20 39.00 210.67 37.28 754.95 6399.73 28.07 834.24 726.88 5565.49 536+34.06 0.00 99.47 0.00 11.56 0.00 87.91 37.70 0 1933.44 0 276.33 0 1657.11 536+71.76 0.00 3.10 0.00 3.10 0.00 0.00 11.34 0 17.6 0 17.6 0 0 536+83.10 0.00 0.00 0.00 0.00 0.00 0.00 55683.08 78386.85 5900.20 1960.13 49780.45 76426.70 2062.3 2903.2 218.5 72.6 1843.7 2830.6 Value to be entered by Engineer Spreadshet Prepared By: MJW 10/21/2019 Comps By: AS 11/6/2020 Checked By: 143rd Street Reconstruction East of Rte 59 to Naperville Road Floodplain Fill 0 to 10 Year Floodplain Fill 10 to 100 Year Sub-Total Volume (cu ft) Total Volume (cu yd) Village of Plainfield 143rd Street Extension Project Section 06-00040-00-FP November 23, 2020 Floodplain Fill Evaluation Floodway Flood Fringe Floodplain Fill 0 to 10 Year Floodplain Fill 10 to 100 Year Floodplain Fill 0 to 10 Year Floodplain Fill 10 to 100 Year Page 7 of 20 Station Distance Area Volume Area Volume Area Volume Area Volume Area Volume Area Volume (ft) (sq ft) (cu ft) (sq ft) (cu ft) (sq ft) (cu ft) (sq ft) (cu ft) (sq ft) (cu ft) (sq ft) (cu ft) 03+38.50 0.00 0.00 0.00 0.00 0.00 0.00 3.69 0 0 0 0 0 0 03+42.19 0.00 0.00 0.00 0.00 0.00 0.00 12.53 0.04 0 0 0 0.04 0 03+54.72 0.01 0.00 0.00 0.00 0.01 0.00 11.28 32.35 0 0 0 32.35 0 03+66.00 5.73 0.00 0.00 0.00 5.73 0.00 34.00 576.43 0 0 0 576.43 0 04+00.00 28.18 0.00 0.00 0.00 28.18 0.00 56.00 798.44 0 0 0 798.44 0 04+56.00 0.34 0.00 0.00 0.00 0.34 0.00 54.00 175.03 0 165.94 0 9.09 0 05+10.00 6.15 0.00 6.15 0.00 0.00 0.00 36.00 120.64 0 120.64 0 0 0 05+46.00 0.56 0.00 0.56 0.00 0.00 0.00 30.00 682.42 0 682.42 0 0 0 05+76.00 44.94 0.00 44.94 0.00 0.00 0.00 48.00 1078.52 0 1078.52 0 0 0 06+24.00 0.00 0.00 0.00 0.00 0.00 0.00 36.00 0 0 0 0 0 0 06+60.00 0.00 0.00 0.00 0.00 0.00 0.00 61.00 0 0 0 0 0 0 07+21.00 0.00 0.00 0.00 0.00 0.00 0.00 3463.87 0.00 2047.52 0.00 1416.35 0.00 128.3 0.0 75.8 0.0 52.5 0.0 Value to be entered by Engineer Spreadshet Prepared By: MJW 10/21/2019 Comps By: AS 11/6/2020 Checked By: DuPage River Trail Extension Floodway Flood Fringe Floodplain Fill 0 to 10 Year Floodplain Fill 10 to 100 Year Floodplain Fill 0 to 10 Year Floodplain Fill 10 to 100 Year Floodplain Fill 0 to 10 Year Floodplain Fill 10 to 100 Year Sub-Total Volume (cu ft) Total Volume (cu yd) Village of Plainfield 143rd Street Extension Project Section 06-00040-00-FP November 23, 2020 Floodplain Fill Evaluation Page 8 of 20 Station Distance Area Volume Area Volume Area Volume Area Volume Area Volume Area Volume (ft) (sq ft) (cu ft) (sq ft) (cu ft) (sq ft) (cu ft) (sq ft) (cu ft) (sq ft) (cu ft) (sq ft) (cu ft) 00+40.39 0.00 0.00 0.00 0.00 0.00 0.00 36.32 1057.11 0 0 0 0 0 00+76.71 58.21 0.00 0.00 0.00 0.00 0.00 14.47 928.3 0 0 0 0 0 00+91.18 70.10 0.00 0.00 0.00 0.00 0.00 25.35 1938.95 0 0 0 0 0 01+16.53 82.88 0.00 0.00 0.00 0.00 0.00 21.56 1321.97 0 0 0 0 0 01+38.09 39.75 0.00 0.00 0.00 0.00 0.00 33.56 1339.87 0 0 0 0 0 01+71.65 40.10 0.00 0.00 0.00 0.00 0.00 9.93 366.54 0 167.47 0 0 0 01+81.58 33.73 0.00 33.73 0.00 0.00 0.00 32.36 986.38 0 986.38 0 0 0 02+13.94 27.23 0.00 27.23 0.00 0.00 0.00 26.02 450.28 0 450.28 0 0 0 02+39.96 7.38 0.00 7.38 0.00 0.00 0.00 13.20 48.69 0 48.69 0 0 0 02+53.16 0.00 0.00 0.00 0.00 0.00 0.00 8438.09 0.00 1652.82 0.00 0.00 0.00 312.5 0.0 61.2 0.0 0.0 0.0 Value to be entered by Engineer Spreadshet Prepared By: MJW 10/21/2019 Comps By: AS 11/6/2020 Checked By: DuPage River Bank Stabilization Floodplain Fill 0 to 10 Year Floodplain Fill 10 to 100 Year Sub-Total Volume (cu ft) Total Volume (cu yd) Village of Plainfield 143rd Street Extension Project Section 06-00040-00-FP November 23, 2020 Floodplain Fill Evaluation Floodway Flood Fringe Floodplain Fill 0 to 10 Year Floodplain Fill 10 to 100 Year Floodplain Fill 0 to 10 Year Floodplain Fill 10 to 100 Year Page 9 of 20 Location Distance Area Volume Area Volume Area Volume Area Volume Area Volume Area Volume (ft) (sq ft) (cu ft) (sq ft) (cu ft) (sq ft) (cu ft) (sq ft) (cu ft) (sq ft) (cu ft) (sq ft) (cu ft) Pier 1 3.5 244.84 856.94 185.74 650.09 244.84 856.94 185.74 650.09 0.00 0 0.00 0 Pier 2 3.5 529.96 1854.86 185.74 650.09 529.96 1854.86 185.74 650.09 0.00 0 0.00 0 Pier 3 3.5 354.81 1241.84 185.74 650.09 354.81 1241.84 185.74 650.09 0.00 0 0.00 0 Pier 4 3.5 341.29 1194.52 185.74 650.09 341.29 1194.52 185.74 650.09 0.00 0 0.00 0 Pier 5 3.5 313.38 1096.83 185.74 650.09 313.38 1096.83 185.74 650.09 0.00 0 0.00 0 Pier 6 3.5 281.56 985.46 185.74 650.09 40.46 141.61 64.84 226.95 130.17 455.61 146.79 513.78 Pier 3 (1-5) 00+00.00 62.91 0.00 62.91 0.00 0.00 0.00 Pier 3 (2-5) 12.00 1237.86 0 1237.86 0 0 0 00+12.00 143.40 0.00 143.40 0.00 0.00 0.00 Pier 3 (3-5) 6.25 996.91 0 996.91 0 0 0 00+18.25 175.61 0.00 175.61 0.00 0.00 0.00 Pier 3 (4-5) 6.25 1137.72 0 1137.72 0 0 0 00+24.50 188.46 0.00 188.46 0.00 0.00 0.00 Pier 3 (5-5) 12.00 1146.78 0 1146.78 0 0 0 00+36.50 2.67 0.00 2.67 0.00 0.00 0.00 4519.27 Pier 4 (1-5) 00+00.00 0.00 0.00 0.00 0.00 0.00 0.00 Pier 4 (2-5) 14.50 3008.97 0 3008.97 0 0 0 00+14.50 415.03 0.00 415.03 0.00 0.00 0.00 Pier 4 (3-5) 6.25 2666.66 0 2666.66 0 0 0 00+20.75 438.30 0.00 438.30 0.00 0.00 0.00 Pier 4 (4-5) 6.25 2528.34 0 2528.34 0 0 0 00+27.00 370.77 0.00 370.77 0.00 0.00 0.00 Pier 4 (5-5) 18.00 3336.93 0 3336.93 0 0 0 00+45.00 0.00 0.00 0.00 0.00 0.00 0.00 Pier 5 (1-5) 00+00.00 0.00 0.00 0.00 0.00 0.00 0.00 Pier 5 (2-5) 18.00 1872.45 0 1872.45 0 0 0 00+18.00 208.05 0.00 208.05 0.00 0.00 0.00 Pier 5 (3-5) 6.25 1356.28 0 1356.28 0 0 0 00+24.25 225.96 0.00 225.96 0.00 0.00 0.00 Pier 5 (4-5) 6.25 1475.34 0 1475.34 0 0 0 00+30.50 246.15 0.00 246.15 0.00 0.00 0.00 Pier 5 (5-5) 14.50 1784.59 0 1784.59 0 0 0 00+45.00 0.00 0.00 0.00 0.00 0.00 0.00 Pier 6 (1-5) 00+00.00 0.00 0.00 0.00 0.00 0.00 0.00 Pier 6 (2-5) 20.00 2261.3 0 863.25 0 1398.09 0 00+20.00 226.13 0.00 86.33 0.00 139.81 0.00 Pier 6 (3-5) 6.25 1337.09 0 382.17 0 954.93 0 00+26.25 201.74 0.00 35.97 0.00 165.77 0.00 Pier 6 (4-5) 6.25 1079.53 0 126.12 0 953.42 0 00+32.50 143.71 0.00 4.39 0.00 139.33 0.00 Pier 6 (5-5) 12.00 1335.9 0 26.32 0 1309.6 0 00+44.50 78.94 0.00 0.00 0.00 78.94 0.00 40312.37 3900.54 30333.29 3477.40 5071.65 513.78 1493.1 144.5 1123.5 128.8 187.8 19.0 Value to be entered by Engineer Spreadshet Prepared By: MJW 10/21/2019 Comps By: AS 11/6/2020 Checked By: Bridge Piers Floodway Flood Fringe Floodplain Fill 0 to 10 Year Floodplain Fill 10 to 100 Year Floodplain Fill 0 to 10 Year Floodplain Fill 10 to 100 Year Floodplain Fill 0 to 10 Year Floodplain Fill 10 to 100 Year Sub-Total Volume (cu ft) Total Volume (cu yd) Village of Plainfield 143rd Street Extension Project Section 06-00040-00-FP November 23, 2020 Floodplain Fill Evaluation Page 10 of 20 Station Distance Area Volume Area Volume Area Volume Area Volume Area Volume Area Volume (ft) (sq ft) (cu ft) (sq ft) (cu ft) (sq ft) (cu ft) (sq ft) (cu ft) (sq ft) (cu ft) (sq ft) (cu ft) 06+32.57 0.00 0.00 0.00 0.00 0.00 0.00 2.10 0 0 0 0 0 0 06+34.67 0.00 0.00 0.00 0.00 0.00 0.00 30.61 3361.7 7718.87 0 0 3361.7 7718.87 06+65.28 219.65 504.34 0.00 0.00 219.65 504.34 8.52 3794.32 4530.66 0 0 3794.32 4530.66 06+73.80 671.04 559.20 0.00 0.00 671.04 559.20 17.73 12407.78 9800.66 0 0 12407.78 9800.66 06+91.53 728.60 546.35 0.00 0.00 728.60 546.35 30.21 23382.07 16944.25 0 0 23382.07 16944.25 07+21.74 819.37 575.42 0.00 0.00 819.37 575.42 103.13 95555.8 61598.48 0 0 95555.8 61598.48 08+24.87 1033.74 619.16 0.00 0.00 1033.74 619.16 23.52 24856.59 14627.71 0 0 24856.59 14627.71 08+48.39 1079.91 624.69 0.00 0.00 1079.91 624.69 5.51 5976.17 3419.15 0 0 5976.17 3419.15 08+53.90 1089.30 616.38 0.00 0.00 1089.30 616.38 20.36 22504.65 12430.85 0 0 22504.65 12430.85 08+74.26 1121.38 604.73 0.00 0.00 1121.38 604.73 28.62 32877.39 17114.71 0 0 32877.39 17114.71 09+02.88 1176.13 591.27 0.00 0.00 1176.13 591.27 17.96 21389.08 10261.71 0 0 21389.08 10261.71 09+20.84 1205.72 551.46 0.00 0.00 1205.72 551.46 39.19 44948.85 20005.49 186.28 0 44762.57 20005.49 09+60.03 1088.17 469.49 9.51 0.00 1078.66 469.49 9.15 8852.88 4044.95 353.96 0 8498.92 4044.95 09+69.18 846.88 414.65 67.86 0.00 779.02 414.65 7.53 5536.23 2506.04 780.21 0 4756.02 2506.04 09+76.71 623.56 250.96 139.37 0.00 484.20 250.96 4.51 2285.2 999.47 533.97 0 1751.23 999.47 09+81.22 389.83 192.26 97.43 0.00 292.40 192.26 11.44 2387.11 1099.72 714.56 0 1672.54 1099.72 09+92.66 27.50 0.00 27.50 0.00 0.00 0.00 10.06 138.3 0 138.3 0 0 0 10+02.72 0.00 0.00 0.00 0.00 0.00 0.00 0 0 310254.12 187102.72 2707.28 0.00 307546.83 187102.72 11490.9 6929.7 100.3 0.0 11390.6 6929.7 Value to be entered by Engineer Spreadshet Prepared By: MJW 10/21/2019 Comps By: AS 11/6/2020 Checked By: DuPage River Floodway Flood Fringe Comp Storage 0 to 10 Year Comp Storage 10 to 100 Year Comp Storage 0 to 10 Year Comp Storage 10 to 100 Year Comp Storage 0 to 10 Year Comp Storage 10 to 100 Year Sub-Total Volume (cu ft) Total Volume (cu yd) Village of Plainfield 143rd Street Extension Project Section 06-00040-00-FP November 23, 2020 COMPENSATORY STORAGE Page 11 of 20 Station Distance Area Volume Area Volume Area Volume Area Volume Area Volume Area Volume (ft) (sq ft) (cu ft) (sq ft) (cu ft) (sq ft) (cu ft) (sq ft) (cu ft) (sq ft) (cu ft) (sq ft) (cu ft) 548+41.35 0.11 1.75 0.00 0.00 0.11 1.75 59.86 709.68 664.61 0 0 709.68 664.61 549+01.21 23.60 20.46 0.00 0.00 23.60 20.46 15.43 313.31 274.89 0 0 313.31 274.89 549+16.64 17.01 15.17 0.00 0.00 17.01 15.17 14.57 288.56 255.43 0 0 288.56 255.43 549+31.21 22.60 19.89 0.00 0.00 22.60 19.89 77.97 2037.75 1752.86 0 0 2037.75 1752.86 550+09.18 29.67 25.07 0.00 0.00 29.67 25.07 17.96 589.54 482.03 0 0 589.54 482.03 550+27.14 35.98 28.61 0.00 0.00 35.98 28.61 29.97 1130.02 898.81 0 0 1130.02 898.81 550+57.11 39.43 31.37 0.00 0.00 39.43 31.37 57.01 2185.76 1737.43 0 0 2185.76 1737.43 551+14.12 37.25 29.58 0.00 0.00 37.25 29.58 110.95 4497.91 3555.45 0 0 4497.91 3555.45 552+25.07 43.83 34.51 0.00 0.00 43.83 34.51 44.95 1867.12 1476.08 0 0 1867.12 1476.08 552+70.02 39.24 31.16 0.00 0.00 39.24 31.16 51.06 2079.55 1651.54 0 0 2079.55 1651.54 553+21.08 42.22 33.53 0.00 0.00 42.22 33.53 48.06 1890.2 1494.36 0 0 1890.2 1494.36 553+69.14 36.44 28.65 0.00 0.00 36.44 28.65 50.96 1984.13 1549.56 0 0 1984.13 1549.56 554+20.10 41.43 32.16 0.00 0.00 41.43 32.16 21.02 846.79 658.08 0 0 846.79 658.08 554+41.12 39.14 30.45 0.00 0.00 39.14 30.45 54.57 2186.35 1702.23 0 0 2186.35 1702.23 554+95.69 40.99 31.93 0.00 0.00 40.99 31.93 42.57 1695.56 1319.82 0 0 1695.56 1319.82 555+38.26 38.67 30.07 0.00 0.00 38.67 30.07 72.02 2778.89 2174.2 0 0 2778.89 2174.2 556+10.28 38.50 30.31 0.00 0.00 38.50 30.31 11.99 467.43 366.52 0 0 467.43 366.52 556+22.27 39.47 30.83 0.00 0.00 39.47 30.83 72.00 2850.12 2224.32 0 0 2850.12 2224.32 556+94.27 39.70 30.95 0.00 0.00 39.70 30.95 78.01 3012.36 2360.83 0 0 3012.36 2360.83 557+72.28 37.53 29.57 0.00 0.00 37.53 29.57 66.00 2372.37 1864.71 0 0 2372.37 1864.71 558+38.28 34.36 26.93 0.00 0.00 34.36 26.93 24.00 856.2 671.9 0 0 856.2 671.9 558+62.28 36.99 29.06 0.00 0.00 36.99 29.06 102.00 3871.41 3053.67 0 0 3871.41 3053.67 559+64.28 38.92 30.82 0.00 0.00 38.92 30.82 30.00 1211.7 957.34 0 0 1211.7 957.34 559+94.28 41.86 33.00 0.00 0.00 41.86 33.00 18.00 728.46 574.93 0 0 728.46 574.93 560+12.28 39.08 30.88 0.00 0.00 39.08 30.88 36.00 1429.92 1130.74 0 0 1429.92 1130.74 560+48.28 40.36 31.94 0.00 0.00 40.36 31.94 41.99 1803.68 1415.75 0 0 1803.68 1415.75 560+90.27 45.55 35.49 0.00 0.00 45.55 35.49 72.00 3318.12 2586.85 0 0 3318.12 2586.85 561+62.27 46.62 36.37 0.00 0.00 46.62 36.37 55.87 2740.42 2135.32 0 0 2740.42 2135.32 562+18.14 51.48 40.07 0.00 0.00 51.48 40.07 35.99 1838.91 1432.19 0 0 1838.91 1432.19 562+54.13 50.71 39.52 0.00 0.00 50.71 39.52 36.00 1837.8 1433.98 0 0 1837.8 1433.98 562+90.13 51.39 40.15 0.00 0.00 51.39 40.15 143rd Street Reconstruction thru Bass & Gill Club Floodway Flood Fringe Floodplain Fill 0 to 10 Year Floodplain Fill 10 to 100 Year Floodplain Fill 0 to 10 Year Floodplain Fill 10 to 100 Year Floodplain Fill 0 to 10 Year Floodplain Fill 10 to 100 Year Village of Plainfield 143rd Street Extension Project Section 06-00040-00-FP November 23, 2020 Floodplain Fill Evaluation Page 12 of 20 44.98 2235.06 1742.38 0 0 2235.06 1742.38 563+35.11 47.99 37.32 0.00 0.00 47.99 37.32 69.03 3453.23 2691.15 0 0 3453.23 2691.15 564+04.14 52.06 40.65 0.00 0.00 52.06 40.65 59.94 3069.23 2371.67 0 0 3069.23 2371.67 564+64.08 50.35 38.49 0.00 0.00 50.35 38.49 52.02 2225.16 1748.04 0 0 2225.16 1748.04 565+16.10 35.20 28.72 0.00 0.00 35.20 28.72 36.34 1009.16 848.45 0 0 1009.16 848.45 565+52.44 20.34 17.98 0.00 0.00 20.34 17.98 39.56 431.4 405.16 0 0 431.4 405.16 565+92.00 1.47 2.51 0.00 0.00 1.47 2.51 3.00 2.21 3.76 0 0 2.21 3.76 565+95.00 0.00 0.00 0.00 0.00 0.00 0.00 67845.47 53667.04 0.00 0.00 67845.47 53667.04 2512.8 1987.7 0.0 0.0 2512.8 1987.7 Value to be entered by Engineer Spreadshet Prepared By: MJW 10/21/2019 Comps By: AS 11/6/2020 Checked By: JJM Sub-Total Volume (cu ft) Total Volume (cu yd) Page 13 of 20 Station Distance Area Volume Area Volume Area Volume Area Volume Area Volume Area Volume (ft) (sq ft) (cu ft) (sq ft) (cu ft) (sq ft) (cu ft) (sq ft) (cu ft) (sq ft) (cu ft) (sq ft) (cu ft) 00+00.00 0.00 0.00 0.00 0.00 0.00 0.00 11.08 0 0 0 0 0 0 00+11.08 0.00 0.00 0.00 0.00 0.00 0.00 38.53 652.89 586.23 0 0 652.89 586.23 00+49.61 33.89 30.43 0.00 0.00 33.89 30.43 14.69 681.84 590.1 0 0 681.84 590.1 00+64.30 58.94 49.91 0.00 0.00 58.94 49.91 6.00 384.66 323.61 0 0 384.66 323.61 00+70.30 69.28 57.96 0.00 0.00 69.28 57.96 25.00 2274.5 1871 0 0 2274.5 1871 00+95.30 112.68 91.72 0.00 0.00 112.68 91.72 25.00 3321.25 2685.13 0 0 3321.25 2685.13 01+20.30 153.02 123.09 0.00 0.00 153.02 123.09 25.00 4349 3484.38 0 0 4349 3484.38 01+45.30 194.90 155.66 0.00 0.00 194.90 155.66 25.00 5417.5 4315.38 0 0 5417.5 4315.38 01+70.30 238.50 189.57 0.00 0.00 238.50 189.57 25.00 6106.13 4674.88 0 0 6106.13 4674.88 01+95.30 249.99 184.42 0.00 0.00 249.99 184.42 25.00 5824 4029.5 0 0 5824 4029.5 02+20.30 215.93 137.94 0.00 0.00 215.93 137.94 25.00 4338.88 2979.75 0 0 4338.88 2979.75 02+45.30 131.18 100.44 0.00 0.00 131.18 100.44 25.00 3054.5 2341.88 0 0 3054.5 2341.88 02+70.30 113.18 86.91 0.00 0.00 113.18 86.91 36.20 3581.99 2752.29 0 0 3581.99 2752.29 03+06.50 84.72 65.15 0.00 0.00 84.72 65.15 12.19 1003.12 774.13 0 0 1003.12 774.13 03+18.69 79.86 61.86 0.00 0.00 79.86 61.86 20.99 1342.73 1105.54 0 0 1342.73 1105.54 03+39.68 48.08 43.48 0.00 0.00 48.08 43.48 14.95 359.4 325.01 0 0 359.4 325.01 03+54.63 0.00 0.00 0.00 0.00 0.00 0.00 14.54 0 0 0 0 0 0 03+69.17 0.00 0.00 0.00 0.00 0.00 0.00 1.74 0 0 0 0 0 0 03+70.91 0.00 0.00 0.00 0.00 0.00 0.00 13.01 0 0 0 0 0 0 03+83.92 0.00 0.00 0.00 0.00 0.00 0.00 2.23 0 0 0 0 0 0 03+86.15 0.00 0.00 0.00 0.00 0.00 0.00 7.86 0 0 0 0 0 0 03+94.01 0.00 0.00 0.00 0.00 0.00 0.00 00+00.00 0.00 0.00 0.00 0.00 0.00 0.00 4.31 0 0 0 0 0 0 00+04.31 0.00 0.00 0.00 0.00 0.00 0.00 10.00 0 0 0 0 0 0 00+14.31 0.00 0.00 0.00 0.00 0.00 0.00 25.00 18.13 2.63 0 0 18.13 2.63 00+39.31 1.45 0.21 0.00 0.00 1.45 0.21 25.00 218.75 146.13 0 0 218.75 146.13 00+64.31 16.05 11.48 0.00 0.00 16.05 11.48 25.00 640.13 471.5 0 0 640.13 471.5 00+89.31 35.16 26.24 0.00 0.00 35.16 26.24 25.00 1128 847.88 0 0 1128 847.88 01+14.31 55.08 41.59 0.00 0.00 55.08 41.59 25.00 1588.25 1198 0 0 1588.25 1198 01+39.31 71.98 54.25 0.00 0.00 71.98 54.25 25.00 2089.13 1584.25 0 0 2089.13 1584.25 Naperville Road Compensatory Storage AreaNaperville Road Compensatory Storage Area Rte 126 Compensatory Storage Area Rte 126 Compensatory Storage Area Floodway Flood Fringe Comp Storage 0 to 10 Year Comp Storage 10 to 100 Year Comp Storage 0 to 10 Year Comp Storage 10 to 100 Year Comp Storage 0 to 10 Year Comp Storage 10 to 100 Year Village of Plainfield 143rd Street Extension Project Section 06-00040-00-FP November 23, 2020 COMPENSATORY STORAGE Bass & Gill - Fletcher Lake Page 14 of 20 01+64.31 95.15 72.49 0.00 0.00 95.15 72.49 25.00 2691.25 2070.75 0 0 2691.25 2070.75 01+89.31 120.15 93.17 0.00 0.00 120.15 93.17 25.00 3259.75 2526.63 0 0 3259.75 2526.63 02+14.31 140.63 108.96 0.00 0.00 140.63 108.96 25.00 3799.5 2920.63 0 0 3799.5 2920.63 02+39.31 163.33 124.69 0.00 0.00 163.33 124.69 25.00 4243.75 3245.63 0 0 4243.75 3245.63 02+64.31 176.17 134.96 0.00 0.00 176.17 134.96 25.00 4453.13 3392.75 0 0 4453.13 3392.75 02+89.31 180.08 136.46 0.00 0.00 180.08 136.46 25.00 4550.88 3428 0 0 4550.88 3428 03+14.31 183.99 137.78 0.00 0.00 183.99 137.78 25.00 4640.38 3478 0 0 4640.38 3478 03+39.31 187.24 140.46 0.00 0.00 187.24 140.46 25.00 4776.63 3595.63 0 0 4776.63 3595.63 03+64.31 194.89 147.19 0.00 0.00 194.89 147.19 25.00 4904.88 3710.63 0 0 4904.88 3710.63 03+89.31 197.50 149.66 0.00 0.00 197.50 149.66 25.00 4505.63 3508.5 0 0 4505.63 3508.5 04+14.31 162.95 131.02 0.00 0.00 162.95 131.02 25.00 3785.13 3039.25 0 0 3785.13 3039.25 04+39.31 139.86 112.12 0.00 0.00 139.86 112.12 25.00 3455.75 2772.13 0 0 3455.75 2772.13 04+64.31 136.60 109.65 0.00 0.00 136.60 109.65 25.00 3375.88 2708.5 0 0 3375.88 2708.5 04+89.31 133.47 107.03 0.00 0.00 133.47 107.03 25.00 3334.62 2676.37 0 0 3334.62 2676.37 05+14.31 133.30 107.08 0.00 0.00 133.30 107.08 25.00 3278.38 2634.5 0 0 3278.38 2634.5 05+39.31 128.97 103.68 0.00 0.00 128.97 103.68 25.00 3188 2580.63 0 0 3188 2580.63 05+64.31 126.07 102.77 0.00 0.00 126.07 102.77 10.00 1213.1 981.65 0 0 1213.1 981.65 05+74.31 116.55 93.56 0.00 0.00 116.55 93.56 10.00 1122.7 907.6 0 0 1122.7 907.6 05+84.31 107.99 87.96 0.00 0.00 107.99 87.96 10.00 539.95 439.8 0 0 539.95 439.8 05+94.31 0.00 0.00 0.00 0.00 0.00 0.00 10.00 0 0 0 0 0 0 06+04.31 0.00 0.00 0.00 0.00 0.00 0.00 113494.07 87706.78 0.00 0.00 113494.07 87706.78 4203.5 3248.4 0.0 0.0 4203.5 3248.4 Value to be entered by Engineer Spreadshet Prepared By: MJW 10/21/2019 Comps By: AS 11/6/2020 Checked By: JJM Sub-Total Volume (cu ft) Total Volume (cu yd) Page 15 of 20 Station Distance Area Volume Station Distance Area Volume (ft) (sq ft) (cu ft)(ft) (sq ft) (cu ft) 548+41.35 0.00 59.86 2254.03 549+01.21 75.31 00+00.00 0.00 15.43 918.16 11.08 0 549+16.64 43.70 00+11.08 0.00 14.57 690.18 38.53 1566.05 549+31.21 51.04 00+49.61 81.29 77.97 6358.06 14.69 2551.73 550+09.18 112.05 00+64.30 266.12 17.96 2704.15 6.00 1911.72 550+27.14 189.08 00+70.30 371.12 29.97 5978.72 25.00 15475.63 550+57.11 209.90 00+95.30 866.93 57.01 11545.95 25.00 28209.88 551+14.12 195.15 01+20.30 1389.86 110.95 23763.27 25.00 41993.63 552+25.07 233.21 01+45.30 1969.63 44.95 10250.62 25.00 56967.13 552+70.02 222.88 01+70.30 2587.74 51.06 10834.68 25.00 71647.63 553+21.08 201.51 01+95.30 3144.07 48.06 11123.01 25.00 76317 553+69.14 261.37 02+20.30 2961.29 50.96 16454.22 25.00 61936.75 554+20.10 384.40 02+45.30 1993.65 21.02 8419.25 25.00 41877.38 554+41.12 416.67 02+70.30 1356.54 54.57 23661.28 36.20 41116.5 554+95.69 450.52 03+06.50 915.09 42.59 18563.7 12.19 9650.64 555+38.28 421.22 03+18.69 668.28 72.00 30139.92 20.99 7875.66 556+10.28 416.00 03+39.68 82.14 11.99 4969.44 14.95 614 556+22.27 412.93 03+54.63 0.00 72.00 29670.84 14.54 0 556+94.27 411.26 03+69.17 0.00 78.01 30683.67 1.74 0 557+72.28 375.40 03+70.91 0.00 66.00 24265.89 13.01 0 558+38.28 359.93 03+83.92 0.00 24.00 8793.84 2.23 0 558+62.28 372.89 03+86.15 0.00 102.00 36122.28 7.86 0 559+64.28 335.39 03+94.01 0.00 Lake Excavation Below 0 Year Village of Plainfield 143rd Street Extension Project Section 06-00040-00-FP November 23, 2020 Western Lake Excavation Lake Fill Bass & Gill - Fletcher Lake Lake Fill Below 0 Year Page 16 of 20 30.00 10503.15 559+94.28 364.82 00+00.00 0.00 18.00 6385.41 4.31 0 560+12.28 344.67 00+04.31 0.00 36.00 11670.84 10.00 0 560+48.28 303.71 00+14.31 0.00 41.99 13596.15 25.00 140.38 560+90.27 343.88 00+39.31 11.23 72.00 29483.64 25.00 1169.5 561+62.27 475.11 00+64.31 82.33 55.87 27498.93 25.00 4031.75 562+18.14 509.28 00+89.31 240.21 35.99 18494.72 25.00 8598.5 562+54.13 518.49 01+14.31 447.67 36.00 19020.42 25.00 13960.88 562+90.13 538.20 01+39.31 669.20 44.98 24157.63 25.00 20571.25 563+35.11 535.95 01+64.31 976.50 69.03 27810.12 25.00 27949.63 564+04.14 269.79 01+89.31 1259.47 59.94 15558.93 25.00 35034.88 564+64.08 249.36 02+14.31 1543.32 52.02 9841.14 25.00 41752.25 565+16.10 129.00 02+39.31 1796.86 36.34 3186.84 25.00 46894.13 565+52.44 46.39 02+64.31 1954.67 39.56 918.19 25.00 49252.75 565+92.00 0.03 02+89.31 1985.55 25.00 50435.5 03+14.31 2049.29 25.00 51977.38 03+39.31 2108.90 25.00 52885.38 03+64.31 2121.93 25.00 52924.88 03+89.31 2112.06 25.00 45158.5 04+14.31 1500.62 25.00 34723.88 04+39.31 1277.29 25.00 30673.13 04+64.31 1176.56 25.00 28376 04+89.31 1093.52 25.00 26338.37 05+14.31 1013.55 25.00 24149 05+39.31 918.37 25.00 22265.75 05+64.31 862.89 10.00 6761.45 05+74.31 489.40 10.00 2923.45 05+84.31 95.29 10.00 476.45 05+94.31 0.00 Eastern Lake Excavation Page 17 of 20 536291.27 1139136.35 19862.6 42190.2 Value to be entered by Engineer Spreadshet Prepared By: MJW 10/21/2019 Comps By: MC 12/6/2019 Checked By: MJW 12/6/2019 Sub-Total Volume (cu ft) Total Volume (cu yd) Sub-Total Volume (cu ft) Total Volume (cu yd) Page 18 of 20 Station Distance Area Volume Area Volume Area Volume Area Volume Area Volume Area Volume (ft) (sq ft) (cu ft) (sq ft) (cu ft) (sq ft) (cu ft) (sq ft) (cu ft) (sq ft) (cu ft) (sq ft) (cu ft) 01+04.83 0.00 0.00 0.00 0.00 0.00 0.00 6.54 14.61 47.02 0 0 14.61 47.02 01+11.37 4.47 14.38 0.00 0.00 4.47 14.38 8.50 68.04 198.18 0 0 68.04 198.18 01+19.87 11.54 32.25 0.00 0.00 11.54 32.25 6.92 79.03 229.55 0 0 79.03 229.55 01+26.79 11.30 34.09 0.00 0.00 11.30 34.09 2.45 26.32 82.78 0 0 26.32 82.78 01+29.24 10.19 33.48 0.00 0.00 10.19 33.48 11.39 157.02 406.85 0 0 157.02 406.85 01+40.63 17.38 37.96 0.00 0.00 17.38 37.96 11.73 101.95 222.61 0 0 101.95 222.61 01+52.36 0.00 0.00 0.00 0.00 0.00 0.00 01+98.36 0.00 0.00 0.00 0.00 0.00 0.00 10.21 21.45 135.88 0 0 21.45 135.88 02+08.57 4.20 26.62 0.00 0.00 4.20 26.62 5.92 21 174.4 0 21 174.4 02+14.49 2.89 32.30 0.00 0.00 2.89 32.30 8.11 28.41 267.01 0 0 28.41 267.01 02+22.60 4.11 33.55 0.00 0.00 4.11 33.55 6.77 24.21 230.09 0 24.21 230.09 02+29.37 3.04 34.43 0.00 0.00 3.04 34.43 2.67 7.53 86.31 0 0 7.53 86.31 02+32.04 2.60 30.23 0.00 0.00 2.60 30.23 8.80 24.52 288.92 0 24.52 288.92 02+40.84 2.97 35.44 0.00 0.00 2.97 35.44 11.09 18.05 289.98 0 0 18.05 289.98 02+51.93 0.28 16.86 0.00 0.00 0.28 16.86 5.10 0.72 42.99 0 0.72 42.99 02+57.03 0.00 0.00 0.00 0.00 0.00 0.00 592.86 2702.57 0.00 0.00 592.86 2702.57 22.0 100.1 0.0 0.0 22.0 100.1 Value to be entered by Engineer Spreadshet Prepared By: MJW 10/21/2019 Comps By: AS 11/6/2020 Checked By: JJM Route 126 Culvert Extension Floodway Flood Fringe Floodplain Fill 0 to 10 Year Floodplain Fill 10 to 100 Year Floodplain Fill 0 to 10 Year Floodplain Fill 10 to 100 Year Floodplain Fill 0 to 10 Year Floodplain Fill 10 to 100 Year Sub-Total Volume (cu ft) Total Volume (cu yd) Village of Plainfield 143rd Street Extension Project Section 06-00040-00-FP November 23, 2020 Floodplain Fill Evaluation Page 19 of 20 Station Distance Area Volume Area Volume Area Volume Area Volume Area Volume Area Volume (ft) (sq ft) (cu ft) (sq ft) (cu ft) (sq ft) (cu ft) (sq ft) (cu ft) (sq ft) (cu ft) (sq ft) (cu ft) 01+35.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 0 0 0 0 0 0 01+40.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 0 0.83 0 0 0 0.83 01+45.00 0.00 0.33 0.00 0.00 0.00 0.33 5.00 0 19.2 0 0 0 19.2 01+50.00 0.00 7.35 0.00 0.00 0.00 7.35 5.00 0 55.53 0 0 0 55.53 01+55.00 0.00 14.86 0.00 0.00 0.00 14.86 5.00 0 93.08 0 0 0 93.08 01+60.00 0.00 22.37 0.00 0.00 0.00 22.37 11.70 0 362.17 0 0 0 362.17 01+71.70 0.00 39.54 0.00 0.00 0.00 39.54 17.91 112.47 807.11 0 0 112.47 807.11 01+89.61 12.56 50.59 0.00 0.00 12.56 50.59 20.03 349.92 1040.46 0 0 349.92 1040.46 02+09.64 22.38 53.30 0.00 0.00 22.38 53.30 21.49 491.91 1119.09 0 0 491.91 1119.09 02+31.13 23.40 50.85 0.00 0.00 23.40 50.85 7.07 167.24 368.24 0 0 167.24 368.24 02+38.20 23.91 53.32 0.00 0.00 23.91 53.32 19.04 467.34 1072.14 0 0 467.34 1072.14 02+57.24 25.18 59.30 0.00 0.00 25.18 59.30 3.06 77.27 182.27 0 0 77.27 182.27 02+60.30 25.32 59.83 0.00 0.00 25.32 59.83 14.07 372.08 872.48 0 0 372.08 872.48 02+74.37 27.57 64.19 0.00 0.00 27.57 64.19 18.00 542.07 658.53 0 0 542.07 658.53 02+92.37 32.66 8.98 0.00 0.00 32.66 8.98 10.29 279.06 46.2 0 0 279.06 46.2 03+02.66 21.58 0.00 0.00 0.00 21.58 0.00 6.93 74.77 0 0 0 74.77 0 03+09.59 0.00 0.00 0.00 0.00 0.00 0.00 2934.13 6697.33 0.00 0.00 2934.13 6697.33 108.7 248.0 0.0 0.0 108.7 248.0 Value to be entered by Engineer Spreadshet Prepared By: MJW 10/21/2019 Comps By: AS 11/6/2020 Checked By: JJM Lily Cache Floodway Flood Fringe Comp Storage 0 to 10 Year Comp Storage 10 to 100 Year Comp Storage 0 to 10 Year Comp Storage 10 to 100 Year Comp Storage 0 to 10 Year Comp Storage 10 to 100 Year Sub-Total Volume (cu ft) Total Volume (cu yd) Village of Plainfield 143rd Street Extension Project Section 06-00040-00-FP November 23, 2020 COMPENSATORY STORAGE Page 20 of 20 143rd STREET EXTENSION PHASE I ADDENDUM LOCATION DRAINAGE STUDY JANUARY 2020 REVISED: MARCH 2021 Appendix D ATTACHMENT D-4: STORM INLET SPACING CALCULATIONS General Max. Inlet Spacing 250 ft Max. Flow Depth 0.6 ft Min. Tc 5 min Inlet Grate Type 24 Tgrate 1.854 Curb & Gutter Type B-6.24 Slope 0.006 ft/ft Manning's n Concrete 0.013 Roadway Manning's n Asphalt 0.015 Concrete 0.013 Rational Method C-Factor Pavement (all) 0.95 Grass 0.4 Allowable Encroachment 143rd St 4.0 ft Route 59/30 3.0 ft Route 126 4.0 ft Naperville Rd 4.0 ft Notes 1) Inlet spacing design used updated Bulletin 70 rainfall data (Dec 2019) for NE IL region. 2) Additional Inlets are placed at all lowpoints, and upgrade of all intersections and crossings. Plainfield 143rd St Location Drainage Study Inlet Capacity Computations Design Criteria 27-Jan-20 PLAINFIELD 143rd Inlet Spacing Worksheets Page 1 of 4 LOCATION 12345 143rd Left Station - Upstream 506+05 507+73 511+55 516+45 516+45 Station - Downstream 507+73 511+55 515+10 515+10 518+18 Gutter Pavement Flow Capacity Slope of roadway (logitudinal) % S = 0.56 0.71 0.71 0.92 1.45 Slope of roadway (logitudinal) (ft/ft) S =0.0056 0.0071 0.0071 0.0092 0.0145 Slope across pavement % Sx = 2.00 2.00 2.00 2.00 2.00 Slope across pavement in/ft Sx =0.24 0.24 0.24 0.24 0.24 Slope across gutter % Sw = 6.00 6.00 6.00 6.00 6.00 Slope across gutter in/ft Sw =0.72 0.72 0.72 0.72 0.72 Width of Gutter Flag ft W = 2.00 2.00 2.00 2.00 2.00 Pavement Encroachment Allowed ft Ts = 4.00 4.00 4.00 4.00 4.00 Manning's n - Pavement (concrete)0.013 0.013 0.013 0.013 0.013 Manning's n - Gutter (concrete)n = 0.013 0.013 0.013 0.013 0.013 Width of flow at top ft T =66666 Pavement Encroachment ft Tp =44444 Depth of Flow - On Pavement dp =0.0800 0.0800 0.0800 0.0800 0.0800 Depth of Flow In Gutter Only dx (dg - dp) =0.1200 0.1200 0.1200 0.1200 0.1200 Depth of Flow - Total dg =0.2000 0.2000 0.2000 0.2000 0.2000 Flow - On Pavement cfs Qp =0.192 0.216 0.216 0.245 0.308 Flow cfs Qx =0.064 0.072 0.072 0.082 0.103 Flow cfs Qgx =0.735 0.828 0.828 0.942 1.183 Flow - Gutter cfs Qg =0.671 0.756 0.756 0.860 1.080 Flow Total - Pavement + Gutter cfs Qt =0.863 0.971 0.971 1.106 1.388 Time of Concentration Sheet flow from road side (if any) Gutter Flow Length of section (from above) ft 168 382 355 135 173 Q total (calculated above) cfs 0.863 0.971 0.971 1.106 1.388 Velocity ft/sec 1.96 2.21 2.21 2.51 3.15 Time - gutter = Len/Vel sec 86 173 161 54 55 Time - gutter min 1.4 2.9 2.7 0.9 0.9 Total Time 1.43 2.89 2.68 0.90 0.91 Use 5.00 5.00 5.00 5.00 5.00 Intensity Rainfall Event (NE IL Data) year 10 10 10 10 10 Time min 5.0 5.0 5.0 5.0 5.0 Intensity in/hr i =7.44 7.44 7.44 7.44 7.44 Location of 1st Inlet: Contributing Area Width of Contributing Area * Con ft=2323262648 Runoff Coefficient -c = 0.95 0.95 0.95 0.95 0.95 Distance/Area to First Inlet ft / ac len calc. =231.15 0.12 260.27 0.14 230.24 0.14 262.09 0.16 178.23 0.20 ft / ac len use =230 0.12 200 0.11 195 0.12 250 0.15 175 0.19 Spacing of Successive Inlets:Note: Only valid if slope and width contributing stays contant. Tgrate from Table - Type 24 Grate -1.854 1.854 1.854 1.854 1.854 Depth at edge of grate df =0.0888 0.0888 0.0888 0.0888 0.0888 cfs Q(f) =0.084 0.095 0.095 0.108 0.136 cfs Q(gf) =0.735 0.828 0.828 0.942 1.183 cfs Qi =0.651 0.733 0.733 0.834 1.047 cfs Qbypass =0.212 0.239 0.239 0.272 0.341 cfs Q(E) =0.651 0.733 0.733 0.834 1.047 Distance/Area to Next Inlet ft / ac L =174.37 0.09 196.34 0.10 173.69 0.10 197.71 0.12 134.45 0.15 170 0.09 195 0.10 170 0.10 190 0.11 125 0.14 INLET LOCATIONS Stations Stations Stations Stations Stations High:506+05 507+73 511+55 516+45 516+45 Low:507+73 511+55 515+10 515+10 518+18 Total Length 168 382 355 135 173 Calc'd Use Calc'd Use Calc'd Use Calc'd Use Calc'd Use 1st Inlet:508+35 507+73 509+73 509+42 513+50 513+25 513+95 515+10 518+20 518+18 Successive Inlets:510+05 511+68 510+50 515+20 515+10 512+05 519+45 513+63 511+55 Max Spacing = 250' Based on IDOT Drainage Manual, Chapter 8 ‐Enter values in outlined boxes. ‐Blues numbers are calculated. L:\Plainfield\18024201-00_PhaseIAddendum\Eng_Planning\Disciplines\Drainage\Storm Sewer\Inlet Spacing\Inlet Spacing for 143rd_V2(143rd LT)8/12/2020(3:40 PM) PLAINFIELD 143rd Inlet Spacing Worksheets Page 2 of 4 LOCATION 143rd Left Station - Upstream Station - Downstream Gutter Pavement Flow Capacity Slope of roadway (logitudinal) % S = Slope of roadway (logitudinal) (ft/ft) S = Slope across pavement % Sx = Slope across pavement in/ft Sx = Slope across gutter % Sw = Slope across gutter in/ft Sw = Width of Gutter Flag ft W = Pavement Encroachment Allowed ft Ts = Manning's n - Pavement (concrete) Manning's n - Gutter (concrete)n = Width of flow at top ft T = Pavement Encroachment ft Tp = Depth of Flow - On Pavement dp = Depth of Flow In Gutter Only dx (dg - dp) = Depth of Flow - Total dg = Flow - On Pavement cfs Qp = Flow cfs Qx = Flow cfs Qgx = Flow - Gutter cfs Qg = Flow Total - Pavement + Gutter cfs Qt = Time of Concentration Sheet flow from road side (if any) Gutter Flow Length of section (from above) ft Q total (calculated above) cfs Velocity ft/sec Time - gutter = Len/Vel sec Time - gutter min Total Time Use Intensity Rainfall Event (NE IL Data) year Time min Intensity in/hr i = Location of 1st Inlet: Contributing Area Width of Contributing Area * Con ft = Runoff Coefficient -c = Distance/Area to First Inlet ft / ac len calc. = ft / ac len use = Spacing of Successive Inlets:Note: Only valid if slope Tgrate from Table - Type 24 Grate - Depth at edge of grate df = cfs Q(f) = cfs Q(gf) = cfs Qi = cfs Qbypass = cfs Q(E) = Distance/Area to Next Inlet ft / ac L = INLET LOCATIONS High: Low: Total Length 1st Inlet: Successive Inlets: Max Spacing = 250' Based on IDOT Drainage Manual, Chapter 8 ‐Enter values in outlined boxes. ‐Blues numbers are calculated. 678910 Bridge Section 523+30 526+10 526+10 535+60 541+40 518+18 523+30 535+60 538+04 538+04 1.15 1.15 0.98 1.50 0.0115 0.0115 0.0098 0.015 2.00 2.00 2.00 2.00 0.24 0.24 0.24 0.24 6.00 6.00 6.00 6.00 0.72 0.72 0.72 0.72 2.00 2.00 2.00 2.00 4.00 4.00 4.00 4.00 0.013 0.013 0.013 0.013 0.013 0.013 0.013 0.013 66 66 44 44 0.0800 0.0800 0.0800 0.0800 0.1200 0.1200 0.1200 0.1200 0.2000 0.2000 0.2000 0.2000 0.274 0.274 0.253 0.313 0.091 0.091 0.084 0.104 1.053 1.053 0.972 1.203 0.962 0.962 0.888 1.098 1.236 1.236 1.141 1.412 1.85 512 280 244 336 1.236 1.236 1.141 1.412 2.81 2.81 2.59 3.21 182 100 94 105 3.0 1.7 1.6 1.7 4.89 1.66 1.57 1.75 5.00 5.00 5.00 5.00 10 10 10 10 5.0 5.0 5.0 5.0 7.44 7.44 7.44 7.44 70 26 26 38 0.79 0.95 0.95 0.95 130.41 0.21 293.03 0.17 270.50 0.16 228.98 0.20 130 0.21 250 0.15 250 0.15 30 0.03 1.854 1.854 1.854 1.854 0.0888 0.0888 0.0888 0.0888 0.121 0.121 0.111 0.138 1.053 1.053 0.972 1.203 0.933 0.933 0.861 1.065 0.304 0.304 0.280 0.347 0.933 0.933 0.861 1.065 98.38 0.16 221.05 0.13 204.05 0.12 172.73 0.15 100 0.16 220 0.13 200 0.12 170 0.15 Stations Stations Stations Stations 523+30 526+10 535+60 541+40 518+18 523+30 538+04 538+04 512 280 244 336 Calc'd Use Calc'd Use Calc'd Use Calc'd Use 522+00 522+00 523+60 525+60 538+10 536+40 541+10 541+10 521+00 521+00 521+40 540+10 538+04 539+40 539+92 520+00 520+00 537+70 538+04 519+00 519+00 518+00 518+18 L:\Plainfield\18024201-00_PhaseIAddendum\Eng_Planning\Disciplines\Drainage\Storm Sewer\Inlet Spacing\Inlet Spacing for 143rd_V2(143rd LT)8/12/2020(3:40 PM) PLAINFIELD 143rd Inlet Spacing Worksheets Page 3 of 4 LOCATION 143rd Left Station - Upstream Station - Downstream Gutter Pavement Flow Capacity Slope of roadway (logitudinal) % S = Slope of roadway (logitudinal) (ft/ft) S = Slope across pavement % Sx = Slope across pavement in/ft Sx = Slope across gutter % Sw = Slope across gutter in/ft Sw = Width of Gutter Flag ft W = Pavement Encroachment Allowed ft Ts = Manning's n - Pavement (concrete) Manning's n - Gutter (concrete)n = Width of flow at top ft T = Pavement Encroachment ft Tp = Depth of Flow - On Pavement dp = Depth of Flow In Gutter Only dx (dg - dp) = Depth of Flow - Total dg = Flow - On Pavement cfs Qp = Flow cfs Qx = Flow cfs Qgx = Flow - Gutter cfs Qg = Flow Total - Pavement + Gutter cfs Qt = Time of Concentration Sheet flow from road side (if any) Gutter Flow Length of section (from above) ft Q total (calculated above) cfs Velocity ft/sec Time - gutter = Len/Vel sec Time - gutter min Total Time Use Intensity Rainfall Event (NE IL Data) year Time min Intensity in/hr i = Location of 1st Inlet: Contributing Area Width of Contributing Area * Con ft = Runoff Coefficient -c = Distance/Area to First Inlet ft / ac len calc. = ft / ac len use = Spacing of Successive Inlets:Note: Only valid if slope Tgrate from Table - Type 24 Grate - Depth at edge of grate df = cfs Q(f) = cfs Q(gf) = cfs Qi = cfs Qbypass = cfs Q(E) = Distance/Area to Next Inlet ft / ac L = INLET LOCATIONS High: Low: Total Length 1st Inlet: Successive Inlets: Max Spacing = 250' Based on IDOT Drainage Manual, Chapter 8 ‐Enter values in outlined boxes. ‐Blues numbers are calculated. 11 12 13 14 15 541+40 548+79 548+79 557+74 557+74 544+62 544+62 552+50 552+50 565+75 0.75 0.56 0.50 0.50 0.41 0.0075 0.0056 0.005 0.005 0.0041 2.00 2.00 2.00 2.00 2.00 0.24 0.24 0.24 0.24 0.24 6.00 6.00 6.00 6.00 6.00 0.72 0.72 0.72 0.72 0.72 2.00 2.00 2.00 2.00 2.00 4.00 4.00 4.00 4.00 4.00 0.013 0.013 0.013 0.013 0.013 0.013 0.013 0.013 0.013 0.013 66666 44444 0.0800 0.0800 0.0800 0.0800 0.0800 0.1200 0.1200 0.1200 0.1200 0.1200 0.2000 0.2000 0.2000 0.2000 0.2000 0.222 0.192 0.181 0.181 0.164 0.074 0.064 0.060 0.060 0.055 0.851 0.735 0.694 0.694 0.629 0.777 0.671 0.634 0.634 0.574 0.998 0.863 0.815 0.815 0.738 1.22 322 417 371 524 801 0.998 0.863 0.815 0.815 0.738 2.27 1.96 1.85 1.85 1.68 142 213 200 283 477 2.4 3.5 3.3 4.7 8.0 3.58 3.54 3.34 4.71 7.96 5.00 5.00 5.00 5.00 8.00 10 10 10 10 10 5.0 5.0 5.0 5.0 8.0 7.44 7.44 7.44 7.44 7.04 45 36 36 36 36 0.83 0.95 0.95 0.95 0.95 156.91 0.16 147.68 0.12 139.54 0.12 139.54 0.12 133.54 0.11 100 0.10 139 0.11 116 0.10 140 0.12 126 0.10 1.854 1.854 1.854 1.854 1.854 0.0888 0.0888 0.0888 0.0888 0.0888 0.097 0.084 0.080 0.080 0.072 0.851 0.735 0.694 0.694 0.629 0.753 0.651 0.615 0.615 0.557 0.245 0.212 0.200 0.200 0.181 0.753 0.651 0.615 0.615 0.557 118.37 0.12 111.40 0.09 105.27 0.09 105.27 0.09 100.74 0.08 115 0.12 110 0.09 105 0.09 105 0.09 100 0.08 Stations Stations Stations Stations Stations 541+40 548+79 548+79 557+74 557+74 544+62 544+62 552+50 552+50 565+75 322 417 371 524 801 Calc'd Use Calc'd Use Calc'd Use Calc'd Use Calc'd Use 542+40 542+40 547+40 547+40 549+95 549+95 556+34 556+35 559+00 559+00 543+55 543+50 546+30 546+30 551+00 551+00 555+29 555+25 560+00 560+00 544+70 544+62 545+20 545+40 552+05 551+75 554+24 554+35 561+00 561+00 544+10 544+62 553+10 552+50 553+19 553+50 562+00 562+00 552+14 552+50 563+00 563+00 564+00 563+90 565+00 565+00 566+00 565+75 L:\Plainfield\18024201-00_PhaseIAddendum\Eng_Planning\Disciplines\Drainage\Storm Sewer\Inlet Spacing\Inlet Spacing for 143rd_V2(143rd LT)8/12/2020(3:40 PM) PLAINFIELD 143rd Inlet Spacing Worksheets Page 4 of 4 LOCATION 143rd Left Station - Upstream Station - Downstream Gutter Pavement Flow Capacity Slope of roadway (logitudinal) % S = Slope of roadway (logitudinal) (ft/ft) S = Slope across pavement % Sx = Slope across pavement in/ft Sx = Slope across gutter % Sw = Slope across gutter in/ft Sw = Width of Gutter Flag ft W = Pavement Encroachment Allowed ft Ts = Manning's n - Pavement (concrete) Manning's n - Gutter (concrete)n = Width of flow at top ft T = Pavement Encroachment ft Tp = Depth of Flow - On Pavement dp = Depth of Flow In Gutter Only dx (dg - dp) = Depth of Flow - Total dg = Flow - On Pavement cfs Qp = Flow cfs Qx = Flow cfs Qgx = Flow - Gutter cfs Qg = Flow Total - Pavement + Gutter cfs Qt = Time of Concentration Sheet flow from road side (if any) Gutter Flow Length of section (from above) ft Q total (calculated above) cfs Velocity ft/sec Time - gutter = Len/Vel sec Time - gutter min Total Time Use Intensity Rainfall Event (NE IL Data) year Time min Intensity in/hr i = Location of 1st Inlet: Contributing Area Width of Contributing Area * Con ft = Runoff Coefficient -c = Distance/Area to First Inlet ft / ac len calc. = ft / ac len use = Spacing of Successive Inlets:Note: Only valid if slope Tgrate from Table - Type 24 Grate - Depth at edge of grate df = cfs Q(f) = cfs Q(gf) = cfs Qi = cfs Qbypass = cfs Q(E) = Distance/Area to Next Inlet ft / ac L = INLET LOCATIONS High: Low: Total Length 1st Inlet: Successive Inlets: Max Spacing = 250' Based on IDOT Drainage Manual, Chapter 8 ‐Enter values in outlined boxes. ‐Blues numbers are calculated. 16 17 569+79 569+79 565+75 572+98 1.75 2.78 0.0175 0.0278 Calc by: MCB 2.00 2.00 Date: 1/23/2020 0.24 0.24 6.00 6.00 Check by: CPD 0.72 0.72 Date: 1/23/2020 2.00 2.00 4.00 4.00 0.013 0.013 0.013 0.013 66 44 0.0800 0.0800 0.1200 0.1200 0.2000 0.2000 0.339 0.427 0.113 0.142 1.299 1.638 1.186 1.495 1.525 1.922 404 319 1.525 1.922 3.47 4.37 117 73 1.9 1.2 1.94 1.22 5.00 5.00 10 10 5.0 5.0 7.44 7.44 36 30 0.95 0.95 261.06 0.22 394.85 0.27 250 0.21 250 0.17 1.854 1.854 0.0888 0.0888 0.149 0.188 1.299 1.638 1.150 1.450 0.375 0.472 1.150 1.450 196.94 0.16 297.86 0.21 195 0.16 250 0.17 Stations Stations 569+79 569+79 565+75 572+98 404 319 Calc'd Use Calc'd Use 567+29 569+32 572+29 571+40 565+34 568+99 574+79 572+98 563+39 567+10 561+44 565+75 L:\Plainfield\18024201-00_PhaseIAddendum\Eng_Planning\Disciplines\Drainage\Storm Sewer\Inlet Spacing\Inlet Spacing for 143rd_V2(143rd LT)8/12/2020(3:40 PM) PLAINFIELD 143rd Inlet Spacing Worksheets Page 1 of 4 LOCATION 12345 143rd Right Station - Upstream 506+05 507+73 511+55 516+45 516+45 Station - Downstream 507+73 511+55 515+10 515+10 518+18 Gutter Pavement Flow Capacity Slope of roadway (logitudinal) % S = 0.56 0.71 0.80 0.92 1.45 Slope of roadway (logitudinal) (ft/ft) S =0.0056 0.0071 0.008 0.0092 0.0145 Slope across pavement % Sx = 2.00 2.00 2.00 2.00 2.00 Slope across pavement in/ft Sx =0.24 0.24 0.24 0.24 0.24 Slope across gutter % Sw = 6.00 6.00 6.00 6.00 6.00 Slope across gutter in/ft Sw =0.72 0.72 0.72 0.72 0.72 Width of Gutter Flag ft W = 2.00 2.00 2.00 2.00 2.00 Pavement Encroachment Allowed ft Ts = 4.00 4.00 4.00 4.00 4.00 Manning's n - Pavement (concrete)0.013 0.013 0.013 0.013 0.013 Manning's n - Gutter (concrete)n = 0.013 0.013 0.013 0.013 0.013 Width of flow at top ft T =66666 Pavement Encroachment ft Tp =44444 Depth of Flow - On Pavement dp =0.0800 0.0800 0.0800 0.0800 0.0800 Depth of Flow In Gutter Only dx (dg - dp) =0.1200 0.1200 0.1200 0.1200 0.1200 Depth of Flow - Total dg =0.2000 0.2000 0.2000 0.2000 0.2000 Flow - On Pavement cfs Qp =0.192 0.216 0.229 0.245 0.308 Flow cfs Qx =0.064 0.072 0.076 0.082 0.103 Flow cfs Qgx =0.735 0.828 0.878 0.942 1.183 Flow - Gutter cfs Qg =0.671 0.756 0.802 0.860 1.080 Flow Total - Pavement + Gutter cfs Qt =0.863 0.971 1.031 1.106 1.388 Time of Concentration Sheet flow from road side (if any) Gutter Flow Length of section (from above) ft 168 382 355 135 173 Q total (calculated above) cfs 0.863 0.971 1.031 1.106 1.388 Velocity ft/sec 1.96 2.21 2.34 2.51 3.15 Time - gutter = Len/Vel sec 86 173 151 54 55 Time - gutter min 1.4 2.9 2.5 0.9 0.9 Total Time 1.43 2.89 2.52 0.90 0.91 Use 5.00 5.00 5.00 5.00 5.00 Intensity Rainfall Event (NE IL Data) year 10 10 10 10 10 Time min 5.0 5.0 5.0 5.0 5.0 Intensity in/hr i =7.44 7.44 7.44 7.44 7.44 Location of 1st Inlet: Contributing Area Width of Contributing Area * Con ft=2834505048 Runoff Coefficient -c = 0.95 0.95 0.95 0.95 0.95 Distance/Area to First Inlet ft / ac len calc. =189.87 0.12 176.07 0.14 127.09 0.15 136.29 0.16 178.23 0.20 ft / ac len use =180 0.12 170 0.13 75 0.09 136 0.16 173 0.19 Spacing of Successive Inlets:Note: Only valid if slope and width contributing stays contant. Tgrate from Table - Type 24 Grate -1.854 1.854 1.854 1.854 1.854 Depth at edge of grate df =0.0888 0.0888 0.0888 0.0888 0.0888 cfs Q(f) =0.084 0.095 0.101 0.108 0.136 cfs Q(gf) =0.735 0.828 0.878 0.942 1.183 cfs Qi =0.651 0.733 0.778 0.834 1.047 cfs Qbypass =0.212 0.239 0.253 0.272 0.341 cfs Q(E) =0.651 0.733 0.778 0.834 1.047 Distance/Area to Next Inlet ft / ac L =143.23 0.09 132.82 0.10 95.87 0.11 102.81 0.12 134.45 0.15 140 0.09 122 0.10 95 0.11 100 0.11 130 0.14 INLET LOCATIONS Stations Stations Stations Stations Stations High:506+05 507+73 511+55 516+45 516+45 Low:507+73 511+55 515+10 515+10 518+18 Total Length 168 382 355 135 173 Calc'd Use Calc'd Use Calc'd Use Calc'd Use Calc'd Use 1st Inlet:507+85 507+73 509+43 509+42 512+30 512+30 515+09 515+10 518+18 518+18 Successive Inlets:509+25 510+65 510+50 513+25 513+25 514+09 519+48 511+87 511+55 514+20 514+20 515+15 515+10 Max Spacing = 250' Based on IDOT Drainage Manual, Chapter 8 ‐Enter values in outlined boxes. ‐Blues numbers are calculated. L:\Plainfield\18024201-00_PhaseIAddendum\Eng_Planning\Disciplines\Drainage\Storm Sewer\Inlet Spacing\Inlet Spacing for 143rd_V2(143rd RT)8/12/2020(3:40 PM) PLAINFIELD 143rd Inlet Spacing Worksheets Page 2 of 4 LOCATION 143rd Right Station - Upstream Station - Downstream Gutter Pavement Flow Capacity Slope of roadway (logitudinal) % S = Slope of roadway (logitudinal) (ft/ft) S = Slope across pavement % Sx = Slope across pavement in/ft Sx = Slope across gutter % Sw = Slope across gutter in/ft Sw = Width of Gutter Flag ft W = Pavement Encroachment Allowed ft Ts = Manning's n - Pavement (concrete) Manning's n - Gutter (concrete)n = Width of flow at top ft T = Pavement Encroachment ft Tp = Depth of Flow - On Pavement dp = Depth of Flow In Gutter Only dx (dg - dp) = Depth of Flow - Total dg = Flow - On Pavement cfs Qp = Flow cfs Qx = Flow cfs Qgx = Flow - Gutter cfs Qg = Flow Total - Pavement + Gutter cfs Qt = Time of Concentration Sheet flow from road side (if any) Gutter Flow Length of section (from above) ft Q total (calculated above) cfs Velocity ft/sec Time - gutter = Len/Vel sec Time - gutter min Total Time Use Intensity Rainfall Event (NE IL Data) year Time min Intensity in/hr i = Location of 1st Inlet: Contributing Area Width of Contributing Area * Con ft = Runoff Coefficient -c = Distance/Area to First Inlet ft / ac len calc. = ft / ac len use = Spacing of Successive Inlets:Note: Only valid if slope Tgrate from Table - Type 24 Grate - Depth at edge of grate df = cfs Q(f) = cfs Q(gf) = cfs Qi = cfs Qbypass = cfs Q(E) = Distance/Area to Next Inlet ft / ac L = INLET LOCATIONS High: Low: Total Length 1st Inlet: Successive Inlets: Max Spacing = 250' Based on IDOT Drainage Manual, Chapter 8 ‐Enter values in outlined boxes. ‐Blues numbers are calculated. 678910 Bridge Section 523+30 526+10 526+10 535+60 541+40 518+18 523+30 535+60 538+04 538+04 1.15 1.15 0.98 1.50 0.0115 0.0115 0.0098 0.015 2.00 2.00 2.00 2.00 0.24 0.24 0.24 0.24 6.00 6.00 6.00 6.00 0.72 0.72 0.72 0.72 2.00 2.00 2.00 2.00 4.00 4.00 4.00 4.00 0.013 0.013 0.013 0.013 0.013 0.013 0.013 0.013 66 66 44 44 0.0800 0.0800 0.0800 0.0800 0.1200 0.1200 0.1200 0.1200 0.2000 0.2000 0.2000 0.2000 0.274 0.274 0.253 0.313 0.091 0.091 0.084 0.104 1.053 1.053 0.972 1.203 0.962 0.962 0.888 1.098 1.236 1.236 1.141 1.412 1.22 512 280 244 336 1.236 1.236 1.141 1.412 2.81 2.81 2.59 3.21 182 100 94 105 3.0 1.7 1.6 1.7 4.26 1.66 1.57 1.75 5.00 5.00 5.00 5.00 10 10 10 10 5.0 5.0 5.0 5.0 7.44 7.44 7.44 7.44 36 26 38 38 0.80 0.95 0.95 0.95 252.19 0.21 293.03 0.17 185.08 0.16 228.98 0.20 230 0.19 250 0.15 185 0.16 225 0.20 1.854 1.854 1.854 1.854 0.0888 0.0888 0.0888 0.0888 0.121 0.121 0.111 0.138 1.053 1.053 0.972 1.203 0.933 0.933 0.861 1.065 0.304 0.304 0.280 0.347 0.933 0.933 0.861 1.065 190.24 0.16 221.05 0.13 139.62 0.12 172.73 0.15 190 0.16 220 0.13 135 0.12 170 0.15 Stations Stations Stations Stations 523+30 526+10 535+60 541+40 518+18 523+30 538+04 538+04 512 280 244 336 Calc'd Use Calc'd Use Calc'd Use Calc'd Use 521+00 521+00 523+60 252+60 537+45 536+40 539+15 540+17 519+10 520+00 521+40 538+80 538+04 537+45 538+92 517+20 518+18 535+75 538+04 L:\Plainfield\18024201-00_PhaseIAddendum\Eng_Planning\Disciplines\Drainage\Storm Sewer\Inlet Spacing\Inlet Spacing for 143rd_V2(143rd RT)8/12/2020(3:40 PM) PLAINFIELD 143rd Inlet Spacing Worksheets Page 3 of 4 LOCATION 143rd Right Station - Upstream Station - Downstream Gutter Pavement Flow Capacity Slope of roadway (logitudinal) % S = Slope of roadway (logitudinal) (ft/ft) S = Slope across pavement % Sx = Slope across pavement in/ft Sx = Slope across gutter % Sw = Slope across gutter in/ft Sw = Width of Gutter Flag ft W = Pavement Encroachment Allowed ft Ts = Manning's n - Pavement (concrete) Manning's n - Gutter (concrete)n = Width of flow at top ft T = Pavement Encroachment ft Tp = Depth of Flow - On Pavement dp = Depth of Flow In Gutter Only dx (dg - dp) = Depth of Flow - Total dg = Flow - On Pavement cfs Qp = Flow cfs Qx = Flow cfs Qgx = Flow - Gutter cfs Qg = Flow Total - Pavement + Gutter cfs Qt = Time of Concentration Sheet flow from road side (if any) Gutter Flow Length of section (from above) ft Q total (calculated above) cfs Velocity ft/sec Time - gutter = Len/Vel sec Time - gutter min Total Time Use Intensity Rainfall Event (NE IL Data) year Time min Intensity in/hr i = Location of 1st Inlet: Contributing Area Width of Contributing Area * Con ft = Runoff Coefficient -c = Distance/Area to First Inlet ft / ac len calc. = ft / ac len use = Spacing of Successive Inlets:Note: Only valid if slope Tgrate from Table - Type 24 Grate - Depth at edge of grate df = cfs Q(f) = cfs Q(gf) = cfs Qi = cfs Qbypass = cfs Q(E) = Distance/Area to Next Inlet ft / ac L = INLET LOCATIONS High: Low: Total Length 1st Inlet: Successive Inlets: Max Spacing = 250' Based on IDOT Drainage Manual, Chapter 8 ‐Enter values in outlined boxes. ‐Blues numbers are calculated. 11 12 13 14 15 541+40 548+79 548+79 557+74 557+74 544+62 544+62 552+50 552+50 565+75 0.75 0.56 0.50 0.50 0.41 0.0075 0.0056 0.005 0.005 0.0041 2.00 2.00 2.00 2.00 2.00 0.24 0.24 0.24 0.24 0.24 6.00 6.00 6.00 6.00 6.00 0.72 0.72 0.72 0.72 0.72 2.00 2.00 2.00 2.00 2.00 4.00 4.00 4.00 4.00 4.00 0.013 0.013 0.013 0.013 0.013 0.013 0.013 0.013 0.013 0.013 66666 44444 0.0800 0.0800 0.0800 0.0800 0.0800 0.1200 0.1200 0.1200 0.1200 0.1200 0.2000 0.2000 0.2000 0.2000 0.2000 0.222 0.192 0.181 0.181 0.164 0.074 0.064 0.060 0.060 0.055 0.851 0.735 0.694 0.694 0.629 0.777 0.671 0.634 0.634 0.574 0.998 0.863 0.815 0.815 0.738 1.43 1.10 1.10 1.10 1.10 322 417 371 524 801 0.998 0.863 0.815 0.815 0.738 2.27 1.96 1.85 1.85 1.68 142 213 200 283 477 2.4 3.5 3.3 4.7 8.0 3.80 4.64 4.43 5.81 9.05 5.00 5.00 5.00 6.00 9.00 10 10 10 10 10 5.0 5.0 5.0 6.0 9.0 7.44 7.44 7.44 7.35 6.80 41 38 38 38 48 0.75 0.78 0.78 0.78 0.74 190.39 0.18 171.21 0.15 161.78 0.14 163.76 0.14 133.84 0.15 190 0.18 170 0.15 160 0.14 160 0.14 126 0.14 1.854 1.854 1.854 1.854 1.854 0.0888 0.0888 0.0888 0.0888 0.0888 0.097 0.084 0.080 0.080 0.072 0.851 0.735 0.694 0.694 0.629 0.753 0.651 0.615 0.615 0.557 0.245 0.212 0.200 0.200 0.181 0.753 0.651 0.615 0.615 0.557 143.62 0.14 129.15 0.11 122.04 0.11 123.53 0.11 100.96 0.11 150 0.14 125 0.11 120 0.10 120 0.10 100 0.11 Stations Stations Stations Stations Stations 541+40 548+79 548+79 557+74 557+74 544+62 544+62 552+50 552+50 565+75 322 417 371 524 801 Calc'd Use Calc'd Use Calc'd Use Calc'd Use Calc'd Use 543+30 542+40 547+09 547+40 550+39 549+95 556+14 556+35 559+00 559+00 544+80 543+50 545+84 546+30 551+59 551+00 554+94 555+25 560+00 560+00 546+30 544+62 544+59 545+40 552+79 551+75 553+74 554+35 561+00 561+00 543+34 544+62 553+99 552+50 552+54 553+50 562+00 562+00 551+34 552+50 563+00 563+00 564+00 563+90 565+00 565+00 566+00 565+75 L:\Plainfield\18024201-00_PhaseIAddendum\Eng_Planning\Disciplines\Drainage\Storm Sewer\Inlet Spacing\Inlet Spacing for 143rd_V2(143rd RT)8/12/2020(3:40 PM) PLAINFIELD 143rd Inlet Spacing Worksheets Page 4 of 4 LOCATION 143rd Right Station - Upstream Station - Downstream Gutter Pavement Flow Capacity Slope of roadway (logitudinal) % S = Slope of roadway (logitudinal) (ft/ft) S = Slope across pavement % Sx = Slope across pavement in/ft Sx = Slope across gutter % Sw = Slope across gutter in/ft Sw = Width of Gutter Flag ft W = Pavement Encroachment Allowed ft Ts = Manning's n - Pavement (concrete) Manning's n - Gutter (concrete)n = Width of flow at top ft T = Pavement Encroachment ft Tp = Depth of Flow - On Pavement dp = Depth of Flow In Gutter Only dx (dg - dp) = Depth of Flow - Total dg = Flow - On Pavement cfs Qp = Flow cfs Qx = Flow cfs Qgx = Flow - Gutter cfs Qg = Flow Total - Pavement + Gutter cfs Qt = Time of Concentration Sheet flow from road side (if any) Gutter Flow Length of section (from above) ft Q total (calculated above) cfs Velocity ft/sec Time - gutter = Len/Vel sec Time - gutter min Total Time Use Intensity Rainfall Event (NE IL Data) year Time min Intensity in/hr i = Location of 1st Inlet: Contributing Area Width of Contributing Area * Con ft = Runoff Coefficient -c = Distance/Area to First Inlet ft / ac len calc. = ft / ac len use = Spacing of Successive Inlets:Note: Only valid if slope Tgrate from Table - Type 24 Grate - Depth at edge of grate df = cfs Q(f) = cfs Q(gf) = cfs Qi = cfs Qbypass = cfs Q(E) = Distance/Area to Next Inlet ft / ac L = INLET LOCATIONS High: Low: Total Length 1st Inlet: Successive Inlets: Max Spacing = 250' Based on IDOT Drainage Manual, Chapter 8 ‐Enter values in outlined boxes. ‐Blues numbers are calculated. 16 17 569+79 569+79 565+75 572+98 1.75 2.78 0.0175 0.0278 Calc by: MCB 2.00 2.00 Date: 1/23/2020 0.24 0.24 6.00 6.00 Check by: CPD 0.72 0.72 Date: 1/23/2020 2.00 2.00 4.00 4.00 0.013 0.013 0.013 0.013 66 44 0.0800 0.0800 0.1200 0.1200 0.2000 0.2000 0.339 0.427 0.113 0.142 1.299 1.638 1.186 1.495 1.525 1.922 404 319 1.525 1.922 3.47 4.37 117 73 1.9 1.2 1.94 1.22 5.00 5.00 10 10 5.0 5.0 7.44 7.44 38 44 0.95 0.95 247.32 0.22 269.22 0.27 245 0.21 250 0.25 1.854 1.854 0.0888 0.0888 0.149 0.188 1.299 1.638 1.150 1.450 0.375 0.472 1.150 1.450 186.57 0.16 203.08 0.21 185 0.16 200 0.20 Stations Stations 569+79 569+79 565+75 572+98 404 319 Calc'd Use Calc'd Use 567+34 569+00 572+29 571+40 565+49 567+10 574+29 572+98 563+64 565+75 L:\Plainfield\18024201-00_PhaseIAddendum\Eng_Planning\Disciplines\Drainage\Storm Sewer\Inlet Spacing\Inlet Spacing for 143rd_V2(143rd RT)8/12/2020(3:40 PM) PLAINFIELD 143rd Inlet Spacing Worksheets Page 1 of 1 LOCATION 123 Route 59 Left Station - Upstream 3397+50 3406+25 3404+50 Station - Downstream 3398+81 3404+50 3400+60 Gutter Pavement Flow Capacity Slope of roadway (logitudinal) % S = 0.41 0.68 0.68 Slope of roadway (logitudinal) (ft/ft) S =0.0041 0.0068 0.0068 Calc by: MCB Slope across pavement % Sx = 2.00 2.00 2.00 Date: 1/23/2020 Slope across pavement in/ft Sx =0.24 0.24 0.24 Slope across gutter % Sw = 6.00 6.00 6.00 Check by: CPD Slope across gutter in/ft Sw =0.72 0.72 0.72 Date: 1/23/2020 Width of Gutter Flag ft W = 2.00 2.00 2.00 Pavement Encroachment Allowed ft Ts = 3.00 3.00 3.00 Manning's n - Pavement (concrete)0.013 0.013 0.013 Manning's n - Gutter (concrete)n = 0.013 0.013 0.013 Width of flow at top ft T =555 Pavement Encroachment ft Tp =333 Depth of Flow - On Pavement dp =0.0600 0.0600 0.0600 Depth of Flow In Gutter Only dx (dg - dp) =0.1200 0.1200 0.1200 Depth of Flow - Total dg =0.1800 0.1800 0.1800 Flow - On Pavement cfs Qp =0.076 0.098 0.098 Flow cfs Qx =0.025 0.033 0.033 Flow cfs Qgx =0.475 0.612 0.612 Flow - Gutter cfs Qg =0.449 0.579 0.579 Flow Total - Pavement + Gutter cfs Qt =0.526 0.677 0.677 Time of Concentration Sheet flow from road side (if any)1.433648 Gutter Flow Length of section (from above) ft 131 175 390 Q total (calculated above) cfs 0.526 0.677 0.677 Velocity ft/sec 1.59 2.05 2.05 Time - gutter = Len/Vel sec 82 85 190 Time - gutter min 1.4 1.4 3.2 Total Time 1.37 1.42 4.60 Use 5.00 5.00 5.00 Intensity Rainfall Event (NE IL Data) year 10 10 10 Time min 5.0 5.0 5.0 Intensity in/hr i =7.44 7.44 7.44 Location of 1st Inlet: Contributing Area Width of Contributing Area * Con ft=264065 Runoff Coefficient -c = 0.95 0.95 0.82 Distance/Area to First Inlet ft / ac len calc. =124.58 0.07 104.28 0.10 74.07 0.11 ft / ac len use =125 0.07 100 0.09 70 0.10 Spacing of Successive Inlets:Note: Only valid if slope and width contributing stays contant. Tgrate from Table - Type 24 Grate -1.854 1.854 1.854 Depth at edge of grate df =0.0688 0.0688 0.0688 cfs Q(f) =0.036 0.047 0.047 cfs Q(gf) =0.475 0.612 0.612 cfs Qi =0.438 0.565 0.565 cfs Qbypass =0.087 0.112 0.112 cfs Q(E) =0.438 0.565 0.565 Distance/Area to Next Inlet ft / ac L =103.91 0.06 86.98 0.08 61.78 0.09 100 0.06 85 0.08 60 0.09 INLET LOCATIONS Stations Stations Stations High:3397+50 3406+25 3404+50 Low:3398+81 3404+50 3400+60 Total Length 131 175 390 Calc'd Use Calc'd Use Calc'd Use 1st Inlet:3398+75 3398+75 3405+25 3405+25 3403+80 3403+90 Successive Inlets:3399+75 3404+40 3404+50 3403+20 3403+30 3402+60 3402+70 3402+00 3402+10 3401+40 3401+50 3400+80 3400+90 3400+20 3400+60 Max Spacing = 250' Based on IDOT Drainage Manual, Chapter 8 ‐Enter values in outlined boxes.‐Blues numbers are L:\Plainfield\18024201-00_PhaseIAddendum\Eng_Planning\Disciplines\Drainage\Storm Sewer\Inlet Spacing for 143rd_V2(Route 59 LT) 1/27/2020(9:47 AM) PLAINFIELD 143rd Inlet Spacing Worksheets Page 1 of 1 LOCATION 12 Route 59 Right Station - Upstream 3396+64 3401+80 Station - Downstream 3398+81 3400+50 Gutter Pavement Flow Capacity Slope of roadway (logitudinal) % S = 0.41 0.68 Slope of roadway (logitudinal) (ft/ft) S =0.0041 0.0068 Calc by: MCB Slope across pavement % Sx = 2.00 2.00 Date: 1/23/2020 Slope across pavement in/ft Sx =0.24 0.24 Slope across gutter % Sw = 6.00 6.00 Check by: CPD Slope across gutter in/ft Sw =0.72 0.72 Date: 1/23/2020 Width of Gutter Flag ft W = 2.00 2.00 Pavement Encroachment Allowed ft Ts = 3.00 3.00 Manning's n - Pavement (asphalt)0.013 0.013 Manning's n - Gutter (concrete)n = 0.013 0.013 Width of flow at top ft T =55 Pavement Encroachment ft Tp =33 Depth of Flow - On Pavement dp =0.0600 0.0600 Depth of Flow In Gutter Only dx (dg - dp) =0.1200 0.1200 Depth of Flow - Total dg =0.1800 0.1800 Flow - On Pavement cfs Qp =0.076 0.098 Flow cfs Qx =0.025 0.033 Flow cfs Qgx =0.475 0.612 Flow - Gutter cfs Qg =0.449 0.579 Flow Total - Pavement + Gutter cfs Qt =0.526 0.677 Time of Concentration Sheet flow from road side (if any) Gutter Flow Length of section (from above) ft 217 130 Q total (calculated above) cfs 0.526 0.677 Velocity ft/sec 1.59 2.05 Time - gutter = Len/Vel sec 136 63 Time - gutter min 2.3 1.1 Total Time 2.27 1.06 Use 5.00 5.00 Intensity Rainfall Event (NE IL Data) year 10 10 Time min 5.0 5.0 Intensity in/hr i =7.44 7.44 Location of 1st Inlet: Contributing Area Width of Contributing Area * Con ft = 48 26 Runoff Coefficient -c = 0.95 0.95 Distance/Area to First Inlet ft / ac len calc. =67.48 0.07 160.44 0.10 ft / ac len use =67 0.07 160 0.10 Spacing of Successive Inlets:Note: Only valid if slope and width contributing stays contant. Tgrate from Table - Type 24 Grate -1.854 1.854 Depth at edge of grate df =0.0688 0.0688 cfs Q(f) =0.036 0.047 cfs Q(gf) =0.475 0.612 cfs Qi =0.438 0.565 cfs Qbypass =0.087 0.112 cfs Q(E) =0.438 0.565 Distance/Area to Next Inlet ft / ac L =56.28 0.06 133.82 0.08 55 0.06 133 0.08 INLET LOCATIONS Stations Stations High:3396+64 3401+80 Low:3398+81 3400+50 Total Length 217 130 Calc'd Use Calc'd Use 1st Inlet:3397+31 3397+30 3400+20 3400+50 Successive Inlets:3397+86 3397+90 3398+87 3398+41 3398+40 3398+96 3398+81 Max Spacing = 250' Based on IDOT Drainage Manual, Chapter 8 ‐Enter values in outlined boxes.‐Blues numbers are L:\Plainfield\18024201-00_PhaseIAddendum\Eng_Planning\Disciplines\Drainage\Storm Sewer\Inlet Spacing for 143rd_V2(Route 59 RT) 1/27/2020(9:48 AM) PLAINFIELD 143rd Inlet Spacing Worksheets Page 1 of 1 LOCATION 12 Naperville Rd Left Station - Upstream 715+32 722+15 Station - Downstream 716+52 719+56 Gutter Pavement Flow Capacity Slope of roadway (logitudinal) % S = 0.40 1.25 Slope of roadway (logitudinal) (ft/ft) S =0.004 0.0125 Calc by: MCB Slope across pavement % Sx = 2.00 2.00 Date: 1/23/2020 Slope across pavement in/ft Sx =0.24 0.24 Slope across gutter % Sw = 6.00 6.00 Check by: CPD Slope across gutter in/ft Sw =0.72 0.72 Date: 1/23/2020 Width of Gutter Flag ft W = 2.00 2.00 Pavement Encroachment Allowed ft Ts = 4.00 4.00 Manning's n - Pavement (asphalt)0.015 0.015 Manning's n - Gutter (concrete)n = 0.013 0.013 Width of flow at top ft T =66 Pavement Encroachment ft Tp =44 Depth of Flow - On Pavement dp =0.0800 0.0800 Depth of Flow In Gutter Only dx (dg - dp) =0.1200 0.1200 Depth of Flow - Total dg =0.2000 0.2000 Flow - On Pavement cfs Qp =0.140 0.248 Flow cfs Qx =0.054 0.095 Flow cfs Qgx =0.621 1.098 Flow - Gutter cfs Qg =0.567 1.003 Flow Total - Pavement + Gutter cfs Qt =0.707 1.251 Time of Concentration Sheet flow from road side (if any) Gutter Flow Length of section (from above) ft 120 259 Q total (calculated above) cfs 0.707 1.251 Velocity ft/sec 1.61 2.84 Time - gutter = Len/Vel sec 75 91 Time - gutter min 1.2 1.5 Total Time 1.24 1.52 Use 5.00 5.00 Intensity Rainfall Event (NE IL Data) year 10 10 Time min 5.0 5.0 Intensity in/hr i =7.44 7.44 Location of 1st Inlet: Contributing Area Width of Contributing Area * Con ft = 26 38 Runoff Coefficient -c = 0.95 0.95 Distance/Area to First Inlet ft / ac len calc. =167.70 0.10 202.84 0.18 ft / ac len use =160 0.10 200 0.17 Spacing of Successive Inlets:Note: Only valid if slope and width contributing stays contant. Tgrate from Table - Type 24 Grate -1.854 1.854 Depth at edge of grate df =0.0888 0.0888 cfs Q(f) =0.071 0.126 cfs Q(gf) =0.621 1.098 cfs Qi =0.550 0.972 cfs Qbypass =0.158 0.278 cfs Q(E) =0.550 0.972 Distance/Area to Next Inlet ft / ac L =130.37 0.08 157.68 0.14 130 0.08 155 0.14 INLET LOCATIONS Stations Stations High:715+32 722+15 Low:716+52 719+56 Total Length 120 259 Calc'd Use Calc'd Use 1st Inlet:716+92 716+52 720+15 720+40 Successive Inlets:718+22 718+60 719+56 Max Spacing = 250' Based on IDOT Drainage Manual, Chapter 8 ‐Enter values in outlined boxes. ‐Blues numbers are L:\Plainfield\18024201-00_PhaseIAddendum\Eng_Planning\Disciplines\Drainage\Storm Sewer\Inlet Spacing\Inlet Spacing for 143rd_V2(Naperville LT) 8/12/2020(3:41 PM) PLAINFIELD 143rd Inlet Spacing Worksheets Page 1 of 1 LOCATION 12 Naperville Rd Right Station - Upstream 714+33 721+83 Station - Downstream 716+48 719+56 Gutter Pavement Flow Capacity Slope of roadway (logitudinal) % S = 0.40 1.25 Slope of roadway (logitudinal) (ft/ft) S =0.004 0.0125 Calc by: MCB Slope across pavement % Sx = 2.00 2.00 Date: 1/23/2020 Slope across pavement in/ft Sx =0.24 0.24 Slope across gutter % Sw = 6.00 6.00 Check by: CPD Slope across gutter in/ft Sw =0.72 0.72 Date: 1/23/2020 Width of Gutter Flag ft W = 2.00 2.00 Pavement Encroachment Allowed ft Ts = 4.00 4.00 Manning's n - Pavement (asphalt)0.015 0.015 Manning's n - Gutter (concrete)n = 0.013 0.013 Width of flow at top ft T =66 Pavement Encroachment ft Tp =44 Depth of Flow - On Pavement dp =0.0800 0.0800 Depth of Flow In Gutter Only dx (dg - dp) =0.1200 0.1200 Depth of Flow - Total dg =0.2000 0.2000 Flow - On Pavement cfs Qp =0.140 0.248 Flow cfs Qx =0.054 0.095 Flow cfs Qgx =0.621 1.098 Flow - Gutter cfs Qg =0.567 1.003 Flow Total - Pavement + Gutter cfs Qt =0.707 1.251 Time of Concentration Sheet flow from road side (if any) Gutter Flow Length of section (from above) ft 215 227 Q total (calculated above) cfs 0.707 1.251 Velocity ft/sec 1.61 2.84 Time - gutter = Len/Vel sec 134 80 Time - gutter min 2.2 1.3 Total Time 2.23 1.33 Use 5.00 5.00 Intensity Rainfall Event (NE IL Data) year 10 10 Time min 5.0 5.0 Intensity in/hr i =7.44 7.44 Location of 1st Inlet: Contributing Area Width of Contributing Area * Con ft = 30 20 Runoff Coefficient -c = 0.95 0.95 Distance/Area to First Inlet ft / ac len calc. =145.34 0.10 385.39 0.18 ft / ac len use =145 0.10 250 0.11 Spacing of Successive Inlets:Note: Only valid if slope and width contributing stays contant. Tgrate from Table - Type 24 Grate -1.854 1.854 Depth at edge of grate df =0.0888 0.0888 cfs Q(f) =0.071 0.126 cfs Q(gf) =0.621 1.098 cfs Qi =0.550 0.972 cfs Qbypass =0.158 0.278 cfs Q(E) =0.550 0.972 Distance/Area to Next Inlet ft / ac L =112.98 0.08 299.59 0.14 112 0.08 250 0.11 INLET LOCATIONS Stations Stations High:714+33 721+83 Low:716+48 719+56 Total Length 215 227 Calc'd Use Calc'd Use 1st Inlet:715+78 716+48 719+33 719+56 Successive Inlets:716+90 716+83 Max Spacing = 250' Based on IDOT Drainage Manual, Chapter 8 ‐Enter values in outlined boxes. ‐Blues numbers are L:\Plainfield\18024201-00_PhaseIAddendum\Eng_Planning\Disciplines\Drainage\Storm Sewer\Inlet Spacing\Inlet Spacing for 143rd_V2(Naperville RT) 8/12/2020(3:41 PM) PLAINFIELD 143rd Inlet Spacing Worksheets Page 1 of 1 LOCATION 12 Route 126 Left Station - Upstream 30+91 41+91 Station - Downstream 34+62 39+00 Gutter Pavement Flow Capacity Slope of roadway (logitudinal) % S = 0.40 1.25 Slope of roadway (logitudinal) (ft/ft) S =0.004 0.0125 Calc by: MCB Slope across pavement % Sx = 2.00 2.00 Date: 1/23/2020 Slope across pavement in/ft Sx =0.24 0.24 Slope across gutter % Sw = 6.00 6.00 Check by: CPD Slope across gutter in/ft Sw =0.72 0.72 Date: 1/23/2020 Width of Gutter Flag ft W = 2.00 2.00 Pavement Encroachment Allowed ft Ts = 4.00 4.00 Manning's n - Pavement (asphalt)0.015 0.015 Manning's n - Gutter (concrete)n = 0.013 0.013 Width of flow at top ft T =66 Pavement Encroachment ft Tp =44 Depth of Flow - On Pavement dp =0.0800 0.0800 Depth of Flow In Gutter Only dx (dg - dp) =0.1200 0.1200 Depth of Flow - Total dg =0.2000 0.2000 Flow - On Pavement cfs Qp =0.140 0.248 Flow cfs Qx =0.054 0.095 Flow cfs Qgx =0.621 1.098 Flow - Gutter cfs Qg =0.567 1.003 Flow Total - Pavement + Gutter cfs Qt =0.707 1.251 Time of Concentration Sheet flow from road side (if any) Gutter Flow Length of section (from above) ft 370 291 Q total (calculated above) cfs 0.707 1.251 Velocity ft/sec 1.61 2.84 Time - gutter = Len/Vel sec 230 102 Time - gutter min 3.8 1.7 Total Time 3.84 1.70 Use 5.00 5.00 Intensity Rainfall Event (NE IL Data) year 10 10 Time min 5.0 5.0 Intensity in/hr i =7.44 7.44 Location of 1st Inlet: Contributing Area Width of Contributing Area * Con ft = 23 38 Runoff Coefficient -c = 0.95 0.95 Distance/Area to First Inlet ft / ac len calc. =189.58 0.10 202.84 0.18 ft / ac len use =190 0.10 202 0.18 Spacing of Successive Inlets:Note: Only valid if slope and width contributing stays contant. Tgrate from Table - Type 24 Grate -1.854 1.854 Depth at edge of grate df =0.0888 0.0888 cfs Q(f) =0.071 0.126 cfs Q(gf) =0.621 1.098 cfs Qi =0.550 0.972 cfs Qbypass =0.158 0.278 cfs Q(E) =0.550 0.972 Distance/Area to Next Inlet ft / ac L =147.37 0.08 157.68 0.14 150 0.08 157 0.14 INLET LOCATIONS Stations Stations High:30+91 41+91 Low:34+62 39+00 Total Length 370 291 Calc'd Use Calc'd Use 1st Inlet:32+81 32+00 39+89 40+00 Successive Inlets:34+31 33+00 38+32 38+70 35+81 34+00 37+31 34+62 Max Spacing = 250' Based on IDOT Drainage Manual, Chapter 8 ‐Enter values in outlined boxes.‐Blues numbers are L:\Plainfield\18024201-00_PhaseIAddendum\Eng_Planning\Disciplines\Drainage\Storm Sewer\Inlet Spacing for 143rd_V2(Route 126 LT)1/27/2020(9:49 AM) PLAINFIELD 143rd Inlet Spacing Worksheets Page 1 of 1 LOCATION 12 Route 126 Right Station - Upstream 30+91 41+91 Station - Downstream 34+62 39+00 Gutter Pavement Flow Capacity Slope of roadway (logitudinal) % S = 0.40 1.25 Slope of roadway (logitudinal) (ft/ft) S =0.004 0.0125 Calc by: MCB Slope across pavement % Sx = 2.00 2.00 Date: 1/23/2020 Slope across pavement in/ft Sx =0.24 0.24 Slope across gutter % Sw = 6.00 6.00 Check by: CPD Slope across gutter in/ft Sw =0.72 0.72 Date: 1/23/2020 Width of Gutter Flag ft W = 2.00 2.00 Pavement Encroachment Allowed ft Ts = 4.00 4.00 Manning's n - Pavement (asphalt)0.015 0.015 Manning's n - Gutter (concrete)n = 0.013 0.013 Width of flow at top ft T =66 Pavement Encroachment ft Tp =44 Depth of Flow - On Pavement dp =0.0800 0.0800 Depth of Flow In Gutter Only dx (dg - dp) =0.1200 0.1200 Depth of Flow - Total dg =0.2000 0.2000 Flow - On Pavement cfs Qp =0.140 0.248 Flow cfs Qx =0.054 0.095 Flow cfs Qgx =0.621 1.098 Flow - Gutter cfs Qg =0.567 1.003 Flow Total - Pavement + Gutter cfs Qt =0.707 1.251 Time of Concentration Sheet flow from road side (if any) Gutter Flow Length of section (from above) ft 370 291 Q total (calculated above) cfs 0.707 1.251 Velocity ft/sec 1.61 2.84 Time - gutter = Len/Vel sec 230 102 Time - gutter min 3.8 1.7 Total Time 3.84 1.70 Use 5.00 5.00 Intensity Rainfall Event (NE IL Data) year 10 10 Time min 5.0 5.0 Intensity in/hr i =7.44 7.44 Location of 1st Inlet: Contributing Area Width of Contributing Area * Con ft = 38 26 Runoff Coefficient -c = 0.95 0.95 Distance/Area to First Inlet ft / ac len calc. =114.74 0.10 296.46 0.18 ft / ac len use =115 0.10 250 0.15 Spacing of Successive Inlets:Note: Only valid if slope and width contributing stays contant. Tgrate from Table - Type 24 Grate -1.854 1.854 Depth at edge of grate df =0.0888 0.0888 cfs Q(f) =0.071 0.126 cfs Q(gf) =0.621 1.098 cfs Qi =0.550 0.972 cfs Qbypass =0.158 0.278 cfs Q(E) =0.550 0.972 Distance/Area to Next Inlet ft / ac L =89.20 0.08 230.46 0.14 90 0.08 230 0.14 INLET LOCATIONS Stations Stations High:30+91 41+91 Low:34+62 39+00 Total Length 370 291 Calc'd Use Calc'd Use 1st Inlet:32+06 32+00 39+41 40+00 Successive Inlets:32+96 33+00 37+11 38+45 33+86 34+00 34+76 34+62 Max Spacing = 250' Based on IDOT Drainage Manual, Chapter 8 ‐Enter values in outlined boxes.‐Blues numbers are L:\Plainfield\18024201-00_PhaseIAddendum\Eng_Planning\Disciplines\Drainage\Storm Sewer\Inlet Spacing for 143rd_V2(Route 126 RT)1/27/2020(9:50 AM) PLAINFIELD 143rd Inlet Spacing Worksheets Page 1 of 1 Sheet flow calculation (LT 518-523) n= 0.24 l= 20 ft P2= 3.34 in S= 0.125 ft/ft Tt= 0.030864 hr 1.851847 min sheet flow calculation (LT 541-544) n= 0.24 l= 15 ft P2= 3.34 in S= 0.2 ft/ft Tt= 0.020317 hr 1.219007 min Sheet flow calculation (RT 518-523) n= 0.24 l= 15 ft P2= 3.34 in S= 0.2 ft/ft Tt= 0.020317 hr 1.219007 min sheet flow calculation (RT 541-544) n= 0.24 l= 15 ft P2= 3.34 in S= 0.133333 ft/ft Tt= 0.023894 hr 1.433648 min sheet flow calculation (RT 544-566) n= 0.24 l= 12 ft P2= 3.34 in S= 0.166667 ft/ft Tt= 0.018281 hr 1.096858 min sheet flow calculation (Route 59 LT 3406-3400) n= 0.24 l= 15 ft P2= 3.34 in S= 0.133333 ft/ft Tt= 0.023894 hr 1.433648 min L:\Plainfield\18024201-00_PhaseIAddendum\Eng_Planning\Disciplines\Drainage\Storm Sewer\Inlet Spacing for 143rd_V2(Support Data)1/27/2020(9:53 AM) 143rd STREET EXTENSION PHASE I ADDENDUM LOCATION DRAINAGE STUDY JANUARY 2020 REVISED: MARCH 2021 Appendix D ATTACHMENT D-5: PERMIT SUMMARY FORM – 143RD ST BRIDGE OVER DUPAGE RIVER Printed 3/18/2021 Page 1 of 4 D1 PD0024 (03/04/08) Permit Summary for Floodway Construction in Northeast Illinois Applicant Agency: Village of Plainfield County: Will Route: 143rd Street Stream: DuPage River Section: 06-00040-00-FP SN: 099-6006 General Description (bridge length, bridge width, number of spans, abutment type, proposed scope of work within floodway, etc.): Existing Facility: None. Proposed Improvement: Steel plate girder bridge. Length is 950’ with 7 spans (120’,150’, 150’, 140’, 140, 140’ and 110’), bridge deck with is 83’-5”, west abutment is open and east abutment is vertical, 6 piers locations each 4’ wide, abutments are outside the limits of the floodway and piers are outside the banks for the main channel. 1. Is the proposed work classified as repairs such as deck replacement, pavement resurfacing, or the armoring or filling of a scour hole? Yes No 2. Does the proposed work only consist of modifications to the existing structure which will occur above the regulatory 100-year flood profile? Note: If the answer to question 1 or 2 is yes, no permit is required and questions 3 through 12 may be omitted. Yes No 3. Does the proposed work below the regulatory 100-year flood profile consist of widening of the existing structure by 12 feet or less? Note: If yes, Regional Permit No. 2 applies and questions 4 through 9 may be omitted. Yes No 4. Is the proposed improvement, including the approach roadway, more restrictive to normal and flood flows than the existing structure? Yes No 5. Is a Channel Modification proposed? Yes No 6. Are there any buildings or structures located upstream in the 100- year floodplain within the influence of the structure backwater? Yes No 6a. If no, does the backwater of the proposed improvement exceed the backwater of the existing structure by more than 0.1 foot? Yes No 6b. If yes, does the proposed backwater exceed the natural high water elevation by more than 0.1 foot? Yes No N/A 7. Are transitions required for this project? Yes No 8. Is the flood profile at the project site impacted by backwater from a downstream receiving stream? Yes No If yes, list frequency of starting elevation for analysis: N/A Printed 3/18/2021 Page 4 of 4 D1 PD0024 (03/04/08) 143rd STREET EXTENSION PHASE I ADDENDUM LOCATION DRAINAGE STUDY JANUARY 2020 REVISED: MARCH 2021 Appendix D ATTACHMENT D-6: PERMIT SUMARY FORM – 143RD ST CULVERT OVER WEST NORMAN DRAIN 143rd STREET EXTENSION PHASE I ADDENDUM LOCATION DRAINAGE STUDY JANUARY 2020 REVISED: MARCH 2021 Appendix D ATTACHMENT D-7: 143RD ST BRIDGE PLAN AT DUPAGE RIVER 143rd STREET EXTENSION PHASE I ADDENDUM LOCATION DRAINAGE STUDY JANUARY 2020 REVISED: MARCH 2021 Appendix D ATTACHMENT D-8: 143RD ST CULVERT PLAN AT WEST NORMAN DRAIN NB A A IncreaseStationsSkew to 9'-10"Var. 9'-8"Painted Median " Out-to-Out Existing Headwalls8378'-10 " Out-to-Out Headwalls83110'-1 PLAN ℄ 143rd S 9'-8"10"10"2'-2"to 2'-2"Var. 1'-11"¡ Culvert 10'-0"1'-0" 1'-0" 1'-0"1'-0" Headwall "8 15'-6 5'-6" B MODEL NAME = FILE NAME = WILL JTH MC DH GENERAL PLAN AND ELEVATION 143RD STREET CULVERT OVER WEST NORMAN DRAIN 0°39'44" typ. 1:2Limits of Existing Structure±35'-3"Elev. 613.74 Sta. 510+90.75 ℄ Cu Flow typ. 135°0'0"Ex ROW9"9"9"9"10'-7"11'-2"10'-7"Ex ROWto 11'- Var. 13'- to 30'- Var.28'- EB RdwyWB Rdwy 24'-9" Extension to 7'- Var. 9'- 6'-6" Extension 18'-0" to 11'- "4111'-6 LONGITUDINAL SECTIONEX ROWEX ROW" Out-to-Out Headwalls83110'-1 2.0% * * D.H.W. Elev. 609.9 1'-0" "4139'-11"8138'-11 "2111Elev. 600.28 Existing Invert Existing Gas Line Existing Sanitary Sewer Existing Electrical Line Line Telephone Existing 2.0%2.0% Median Painted 1.74%8'-0"Existing Invert Elev. 598.93 to 11'- Var. 13'- ℆ 143rd S 2.0% (Looking East) Existing Water Line US ¥ Elev. 600.63 US Invert Elev. 600.38 1:2 9"10"1'-0"1:21'-0"10"WB Rdwy to 20'- Var. 19'- 2'-7" C&G to 30'- Var. 28'- EB Rdwy 5'-0" 1'-0" 598.48Elev. DS Invert"872'-724'-9" Extension 2'-7" C&G 9"3'-0"Elev. 598.73 DS E to 11'- "4 1Var. 11'-6 Extension 6'-6" to 7'- "4 1Var. 9'-7 PGL 18'-0" N Allow 50 psf for future wearing surface. Stone Riprap Class A5 Stream flow line Existing Sanitary Sewer Existing Watermain Line Existing Aerial Line Existing Gas Line Existing Electrical Line Existing Telephone Line * Slab thickness may be refined in final design LOADING HS20-44 DESIGN SPECIFICATIONS LEGEND SECTION THRU BARREL LOCATION SKETCH 10Napervil le Rd.River IL. Rte. 59Dupage9 34 Twp. 36NRange 9E - 3rd. PM Proposed StructureBedding Class A5 Stone Riprap, 1'-0"9"SECTION B-B SECTION A-A PROFILE GRADE 9"22"8"3'-8"5'-6" Culvert Extension Existing Culvert 1'-0" Filter Fabric IL 126 Bolts, typ. " Ï• Expan43 (FAU Route 0380 - 143rd Street) for Highway Bridges, 17th Edition, 2002 AASHTO Standard Specifications VPT Sta. 507+72.74VPC Sta. 511+56.64Elev. 616.00Elev. 613.27-0.71% 9"9"9"9" Joint, typ. Construction 10'-7"11'-2"10'-7" 35'-4"typ.6"9"10"* * *9'-7"site, DS end Phoebe nesting8'-0"Proposed Guardrail Boring Location P.I. STA. = 509+62.83 R = 8,600.00' T = 126.24' L = 252.46' E = 0.93' P.C. STA. = 508+36.59 P.T. STA. = 510+89.05 CURVE DATA DESIGN STRESSES fy = 60,000 psi (reinforcement) f'c = 3,500 psi NEW CONSTRUCTION EXISTING STRUCTURE HIGHWAY CLASSIFICATION Posted Speed: 40 m.p.h. Design Speed: 45 m.p.h. ADTT:1,956 (2018); 3,295 (2050) DVH: 1,823 (2050) ADT: 11,134 (2018); 19,500 (2050) Functional class: Minor Arterial Route: FAU 0380 - 143rd Street Prop. Curve PRCL_143_3 S.E. = None fy = 65,000 psi (welded wire fabric) fy = 60,000 psi (reinforcement) f'c = 5,000 psi (precast) f'c = 3,500 psi (cast-in-place) BM 1: BENCHMARK EXISTING STRUCTURE No precast alternate is allowed. No Salvage. Traffic is to be maintained at all times. length of the culvert is 78'-10Æ„" out-to-out headwal segments with cast-in-place end sections and wingwalls. The 8'-0" box culvert. The culvert consists of precast concrete S.N. 099-3364, was built in 2006 as a triple barrel 10'-0" x "8138'-11 "4139'-11 "4139'-11 CB-002 CB-001 2'-7" C&G, B-6.24 5'-0" to 20'- Var. 19'- 2'-7" C&G, B-6.24 STRUCTURE NO. 099-3364 STA. 510+90.75 WILL COUNTY FAU ROUTE 0380 - SECTION 06-00040-00-FP 143RD STREET OVER WEST NORMAN DRAIN GENERAL PLAN AND ELEVATION Proposed Bicycle RailingBicycle Railing E.W.S. Elev. 602.8 Off. 76.60' Rt. Sta. 511+44.00 CB-005 Drainage Area = 8.4 sq. mi.Prop. Low Grade Elev. 613.30 ft. @ Sta. 511+55 Exist. Low Grade Elev. 613.26 ft. @ Sta. 511+55 Flood Yr. Freq. C.F.S. Q Opening Sq. Ft. Exist.Prop.H.W.E. Nat. 10 1,230 607.0 608.21,99050Design Base 100 2,380 609.5 329 340 3,250 610.2 WATERWAY INFORMATION TABLE Max. Calc.500 3,600 610.5 OVT(E) OVT(P) 179.93 234.67 234.67 234.67 234.67 234.67 177.31 224.41 234.67 234.67 234.67 234.67 610.2 Exist. Head - Ft. Prop. Headwater El. Exist.Prop. 0.8 607.7 607.8 609.8609.71.61.5 2.3 2.4 611.8 611.9 614.0613.9 3.7 3.8 613.9 614.0 0.7 3.8 3.9 614.3 614.4 3.7 3.8 Sta. 511+24.25, Offset 23.58' Lt., Elev. 610.82. PK nail in shoulder at northeast corner of culvert. 3,230 WILL06-00040-00-FP0380 U. MODEL NAME = FILE NAME = SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - 06/16/2020 Copyright CMT,License No. 184-000613 143rd STREET EXTENSION PHASE I ADDENDUM LOCATION DRAINAGE STUDY JANUARY 2020 REVISED: MARCH 2021 Appendix D ATTACHMENT D-9: MSE WALL PLAN AT BASS & GILL CLUB – FLETCHER LAKE 143rd STREET EXTENSION PHASE I ADDENDUM LOCATION DRAINAGE STUDY JANUARY 2020 REVISED: MARCH 2021 Appendix D ATTACHMENT D-10: STORM SEWER CATCHMENT AREAS 0 100 200 300 SCALE IN FEETStr_StripMap_Color.tblPDF_Color.pltcfgPEN TABLEPLOT DRIVER==USER NAME DIRECTORY==PLOT DATEPLOT SCALE==Default=MODEL NAME =FILE NAMEMichael BoehmL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Drawings\Exhibits\..exh_sht01_DrainageModelAreas.dgn 21"=100'1 CPD CPD CPD200.0000 ' / in.1/28/2020 (3:06:21 PM)1143RD ST EXTENSION PROPOSED DRAINAGE AREAS AREA 73 AREA 16 AREA 17AREA 14 AREA 15 AREA 12 AREA 04 AREA 11 AREA 10 AREA 09 AREA 08 AREA 02 AREA 01 AREA 76 AREA 186 AREA 78 AREA 74 AREA 184 AREA 77 AREA 185 AREA 75 AREA 72 AREA 183 AREA 71 AREA 182 AREA 141 AREA 142 AREA 70 AREA 181 AREA 19 AREA 21 AREA 20 AREA 177 AREA 23 AREA 22 AREA 110 AREA 111 AREA 24 AREA 25 AREA 03 AREA 05 AREA 07 AREA 06 AREA 145 AREA 146 AREA 146 AREA 18 AREA 149 AREA 147 AREA 148 507 508 509 510+00 511 512 513 514 515+00 516 517 518 519 520+00 521 522 523 524 525+00 526 527 528 529 530+00 531 532 533 AREA 73 AREA 16 AREA 17AREA 14 AREA 15 AREA 12 AREA 04 AREA 11 AREA 10 AREA 09 AREA 08 AREA 02 AREA 01 AREA 76 AREA 186 AREA 78 AREA 74 AREA 184 AREA 77 AREA 185 AREA 75 AREA 72 AREA 183 AREA 71 AREA 182 AREA 141 AREA 142 AREA 70 AREA 181 AREA 19 AREA 21 AREA 20 AREA 177 AREA 23 AREA 22 AREA 110 AREA 111 AREA 24 AREA 25 AREA 03 AREA 05 AREA 07 AREA 06 AREA 145 AREA 146 AREA 146 AREA 18 AREA 149 AREA 147 AREA 148 12/10/2019 WILL06-00040-00-FP0380 U. MODEL NAME = FILE NAME = SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - -  Copyright CMT,License No. 184-000613 0 100 200 300 SCALE IN FEETStr_StripMap_Color.tblPDF_Color.pltcfgPEN TABLEPLOT DRIVER==USER NAME DIRECTORY==PLOT DATEPLOT SCALE==Default=MODEL NAME =FILE NAMEMichael BoehmL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Drawings\Exhibits\..exh_sht02_DrainageModelAreas.dgn 21"=100'2 CPD CPD CPD200.0000 ' / in.1/28/2020 (3:12:13 PM)2143RD ST EXTENSION PROPOSED DRAINAGE AREAS MATCHLINE STA. 562+00.00MATCHLINE STA. 562+00.000 100 200 300 SCALE IN FEET AREA 26 AREA 27 AREA 29 AREA 28 AREA 113 AREA 114 AREA 31 AREA 30 AREA 102 AREA 103 AREA 32 AREA 33 AREA150 AREA 35 AREA 34 AREA 68 AREA 69 AREA 116 AREA 117AREA 151 AREA 188 AREA 96 AREA 97 AREA 187 AREA 95 AREA 98 AREA 108 AREA 101 AREA 118 AREA 189 AREA 99 AREA 100 AREA 115 AREA 119 AREA 139 AREA 116 AREA 36 AREA 153 AREA 155 AREA 37AREA 122 AREA 158 AREA 156 AREA 123 AREA 161 AREA 159 AREA 38 AREA 39 AREA 124 AREA 42 AREA 43 AREA 164 AREA 162 AREA 40 AREA 41 AREA 125 AREA 126 AREA 52 AREA 131 AREA 170 AREA 168 AREA 171 AREA 173AREA 47 AREA 46 AREA 45 AREA 167 AREA 44 AREA 165 AREA 127 AREA 128 AREA 48 AREA 49 AREA 51 AREA 50 AREA 129 AREA 130 535+00 536 537 538 539 540+00 541 542 543 544 545+00 546 547 548 549 550+00 551 552 553 554 555+00 556 557 558 559 560+00 561 562 AREA 26 AREA 27 AREA 29 AREA 28 AREA 113 AREA 114 AREA 31 AREA 30 AREA 102 AREA 103 AREA 32 AREA 33 AREA150 AREA 35 AREA 34 AREA 68 AREA 69 AREA 116 AREA 117AREA 151 AREA 188 AREA 96 AREA 97 AREA 187 AREA 95 AREA 98 AREA 108 AREA 101 AREA 118 AREA 189 AREA 99 AREA 100 AREA 115 AREA 119 AREA 139 AREA 116 AREA 36 AREA 153 AREA 155 AREA 37AREA 122 AREA 158 AREA 156 AREA 123 AREA 161 AREA 159 AREA 38 AREA 39 AREA 124 AREA 42 AREA 43 AREA 164 AREA 162 AREA 40 AREA 41 AREA 125 AREA 126 12/10/2019 WILL06-00040-00-FP0380 U. MODEL NAME = FILE NAME = SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - AREA 180 AREA 178 AREA 60 AREA 61AREA 57 AREA 143 AREA 079 AREA 85AREA 86 AREA 90AREA 94 AREA 88 AREA 63 AREA 62 AREA 65 AREA 64 AREA 81 AREA 80 AREA 82 AREA 84 AREA 144 AREA 83 AREA 192 AREA 91 AREA 87 AREA 92 AREA 191 AREA 93 AREA 66 AREA 138 AREA 137 AREA 67 AREA 190 AREA 89 AREA 58 AREA 59 AREA 56 AREA 132 AREA 176 AREA 54 AREA 55 AREA 174 AREA 135 AREA 134 AREA 133 AREA 131 AREA 53 AREA 51 562 563 564 565+00 566 567 568 569 570+00 571 572 573 574  Copyright CMT,License No. 184-000613 143rd STREET EXTENSION PHASE I ADDENDUM LOCATION DRAINAGE STUDY JANUARY 2020 REVISED: MARCH 2021 Appendix D ATTACHMENT D-11: STORM SEWER STORMCAD PROFILES Profile ReportEngineering Profile - 10-YR STORM 143RD STA. 507+73 LT (Model 9-11-2020.stsw)605.00610.00615.00620.00-0+500+000+50Station (ft)Elevation (ft)S-102RIM = 615.55'INV = (N/A)' (IN)INV = (N/A)' (IN)INV = (N/A)' (IN)INV = 610.40' (OUT)S-100INV = 609.69'P-101: 28.1 LF of12" RCP @ 2.53 %Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-16669/23/2020StormCAD[10.02.03.03]Bentley Systems, Inc. Haestad Methods Solution CenterModel 9-11-2020.stsw Profile ReportEngineering Profile - 10-YR STORM 143RD STA. 507+73 TO 509+00 RT (Model 9-11-2020.stsw)600.00605.00610.00615.00620.00-0+500+000+501+001+50Station (ft)Elevation (ft)S-106RIM = 615.90'S-104RIM = 615.74'INV = 607.00' (IN)INV = (N/A)' (IN)INV = (N/A)' (IN)INV = 604.90' (OUT)INV = (N/A)' (IN)INV = (N/A)' (IN)INV = (N/A)' (IN)INV = 607.50' (OUT)S-108INV = 604.79'P-103: 17.0 LF of12" RCP @ 2.93 %P-105: 127.7 LF of36" RCP @ 0.09 %Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-16669/23/2020StormCAD[10.02.03.03]Bentley Systems, Inc. Haestad Methods Solution CenterModel 9-11-2020.stsw Profile ReportEngineering Profile - 10-YR STORM 143RD STA. 509+42 RT (Model 9-11-2020.stsw)600.00605.00610.00615.00-0+500+000+50Station (ft)Eleva tion (ft)S-114RIM = 614.19'INV = (N/A)' (IN)INV = (N/A)' (IN)INV = (N/A)' (IN)INV = 605.40' (OUT)S-116INV = 604.44P-109: 40.3 LF of12" RCP @ 2.38 %Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-166610/1/2020StormCAD[10.02.03.03]Bentley Systems, Inc. Haestad Methods Solution CenterModel 9-11-2020.stsw Profile ReportEngineering Profile - 10-YR STORM 143RD STA. 509+42 LT (Model 9-11-2020.stsw)605.00610.00615.00-0+500+000+50Station (ft)Elevation (ft)S-112RIM = 614.31'INV = (N/A)' (IN)INV = (N/A)' (IN)INV = (N/A)' (IN)INV = 607.45' (OUT)S-110INV = 606.64'P-107: 31.4 LF of12" RCP @ 2.58 %Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-16669/23/2020StormCAD[10.02.03.03]Bentley Systems, Inc. Haestad Methods Solution CenterModel 9-11-2020.stsw Profile ReportEngineering Profile - 10-YR STORM 143RD STA. 510+50 LT (Model 9-11-2020.stsw)605.00610.00615.00-0+500+000+50Station (ft)Elevation (ft)S-120RIM = 613.48'INV = (N/A)' (IN)INV = (N/A)' (IN)INV = (N/A)' (IN)INV = 606.40' (OUT)S-118INV = 605.70'P-111: 26.6 LF of12" RCP @ 2.63 %Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-16669/23/2020StormCAD[10.02.03.03]Bentley Systems, Inc. Haestad Methods Solution CenterModel 9-11-2020.stsw Profile ReportEngineering Profile - 10-YR STORM 143RD STA 510+50 RT (Model 9-11-2020.stsw)600.00605.00610.00615.00-0+500+000+50Station (ft)Elevation (ft)S-122RIM = 613.39'INV = (N/A)' (IN)INV = (N/A)' (IN)INV = (N/A)' (IN)INV = 605.50' (OUT)S-124INV = 604.86'P-113: 38.5 LF of12" RCP @ 1.66 %Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-16669/23/2020StormCAD[10.02.03.03]Bentley Systems, Inc. Haestad Methods Solution CenterModel 9-11-2020.stsw Profile ReportEngineering Profile - 10-YR STORM 143RD STA 511+55 LT (Model 9-11-2020.stsw)605.00610.00615.00-0+500+000+50Station (ft)Elevation (ft)S-128RIM = 612.65'INV = (N/A)' (IN)INV = (N/A)' (IN)INV = (N/A)' (IN)INV = 605.70' (OUT)S-126INV = 605.35'P-115: 28.2 LF of12" RCP @ 1.24 %Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-16669/23/2020StormCAD[10.02.03.03]Bentley Systems, Inc. Haestad Methods Solution CenterModel 9-11-2020.stsw Profile ReportEngineering Profile - 10-YR STORM 143RD STA. 511+15 TO 514+22 RT (Model 6.stsw)600.00605.00610.00615.00-0+500+000+501+001+502+002+503+003+50Station (ft)Elevation (ft)S-146RIM = 608.36'S-132RIM = 610.11'S-140RIM = 609.39'S-144RIM = 609.16'INV = 602.68' (IN)INV = (N/A)' (IN)INV = (N/A)' (IN)INV = 602.58' (OUT)INV = 601.26' (IN)INV = 603.00' (IN)INV = (N/A)' (IN)INV = 601.16' (OUT)INV = 605.10' (IN)INV = 602.21' (IN)INV = (N/A)' (IN)INV = 602.11' (OUT)INV = 602.95' (IN)INV = (N/A)' (IN)INV = (N/A)' (IN)INV = 602.85' (OUT)S-134Rim: 600.96 ftInvert: 600.96 ftP-121: 170.0 LF of24" RCP @ 0.50 %P-119: 40.1 LF of24" RCP @ 0.50 %P-127: 72.8 LF of24" RCP @ 0.51 %P-131: 34.2 LF of21" RCP @ 0.50 %Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-166612/2/2020StormCAD[10.02.03.03]Bentley Systems, Inc. Haestad Methods Solution CenterModel 6.stsw Profile ReportEngineering Profile - 10-YR STORM 143RD STA. 515+10 TO 515+77 RT (Model 6.stsw)600.00605.00610.00-0+500+000+501+00Station (ft)Elevation (ft)S-158RIM = 609.40'S-154RIM = 608.79'S-156RIM = 608.79'S-160RIM = 608.99'INV = 603.97' (IN)INV = 605.50' (IN)INV = 605.50' (IN)INV = 603.87' (OUT)INV = (N/A)' (IN)INV = (N/A)' (IN)INV = (N/A)' (IN)INV = 605.93' (OUT)INV = 605.90' (IN)INV = (N/A)' (IN)INV = (N/A)' (IN)INV = 605.82' (OUT)INV = (N/A)' (IN)INV = (N/A)' (IN)INV = (N/A)' (IN)INV = 605.60' (OUT)P-141: 5.0 LF of12" RCP @ 0.60 %P-143: 53.5 LF of12" RCP @ 0.60 %P-145: 19.4 LF of12" RCP @ 0.52 %Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-166612/2/2020StormCAD[10.02.03.03]Bentley Systems, Inc. Haestad Methods Solution CenterModel 6.stsw Profile ReportEngineering Profile - 10-YR STORM 143RD STA. 516+93 TO 521+00 (Model 6_test.stsw)600.00605.00610.00615.00-0+500+000+501+001+502+002+503+003+504+004+50Station (ft)Elevation (ft)S-186ARIM = 611.27'S-182ARIM = 611.70'S-176ARIM = 609.86'S-172ARIM = 609.50'S-170RIM = 608.92'S-164RIM = 609.77'S-172RIM = 608.44'INV = 606.69' (IN)INV = (N/A)' (IN)INV = (N/A)' (IN)INV = 606.21' (OUT)INV = 605.68' (IN)INV = 605.73' (IN)INV = (N/A)' (IN)INV = 605.58' (OUT)INV = 605.06' (IN)INV = 605.06' (IN)INV = (N/A)' (IN)INV = 604.81' (OUT)INV = 604.44' (IN)INV = (N/A)' (IN)INV = (N/A)' (IN)INV = 604.44' (OUT)INV = 604.30' (IN)INV = 604.40' (IN)INV = (N/A)' (IN)INV = 603.95' (OUT)INV = 603.80' (IN)INV = 604.22' (IN)INV = (N/A)' (IN)INV = 602.92' (OUT)INV = 604.90' (IN)INV = 604.40' (IN)INV = (N/A)' (IN)INV = 604.40' (OUT)P-169: 99.6 LF of15" RCP @ 0.53 %P-173: 99.6 LF of15" RCP @ 0.53 %P-163A: 83.7 LF of18" RCP @ 0.44 %P-159A: 10.0 LF of18" RCP @ 0.40 %P-155: 123.4 LF of24" RCP @ 0.12 %P-159: 23.0 LF of18" RCP @ 0.43 %Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-16663/24/2021StormCAD[10.02.03.03]Bentley Systems, Inc. Haestad Methods Solution CenterModel 6_test.stsw Profile ReportEngineering Profile - 10-YR STORM 143RD STA. 522+00 TO 525+60 (Model 6_test.stsw)605.00610.00615.00-0+500+000+501+001+502+002+503+003+504+00Station (ft)Elevation (ft)S-200Rim: 613.60 ftInvert: 606.01 ftS-204ARIM = 614.15'S-188ARIM = 611.25'S-196ARIM = 612.75'INV = 610.41' (IN)INV = (N/A)' (IN)INV = (N/A)' (IN)INV = 609.41' (OUT)INV = 608.04' (IN)INV = (N/A)' (IN)INV = (N/A)' (IN)INV = 607.80' (OUT)INV = 607.04' (IN)INV = 608.65' (IN)INV = (N/A)' (IN)INV = 606.79' (OUT)P-175: 129.4 LF of15" RCP @ 0.59 %P-183: 109.6 LF of18" RCP @ 0.62 %P-187: 120.0 LF of15" RCP @ 0.88 %Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-16663/24/2021StormCAD[10.02.03.03]Bentley Systems, Inc. Haestad Methods Solution CenterModel 6_test.stsw Profile ReportEngineering Profile - 10-YR STORM 143RD STA. 535+62 TO 556+35 (Model 6.stsw)600.00605.00610.00615.00620.00-0+500+000+501+001+502+002+503+003+504+004+505+005+506+006+507+007+508+008+509+009+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+5018+0018+5019+0019+5020+0020+5021+0021+5022+0022+50Station (ft)Elevation (ft)S-508Rim: 613.62 ftInvert: 606.28 ftS-210Rim: 613.10 ftInvert: 604.30 ftS-212Rim: 613.70 ftInvert: 604.49 ftS-222Rim: 612.41 ftInvert: 605.02 ftS-234Rim: 612.47 ftInvert: 605.87 ftS-238Rim: 613.65 ftInvert: 606.00 ftS-248Rim: 615.57 ftInvert: 607.13 ftS-254Rim: 615.25 ftInvert: 607.35 ftS-264Rim: 614.32 ftInvert: 607.57 ftS-286Rim: 615.65 ftInvert: 608.25 ftS-300Rim: 615.27 ftInvert: 608.92 ftS-316Rim: 614.71 ftInvert: 609.38 ftS-332Rim: 615.45 ftInvert: 610.28 ftS-344Rim: 616.45 ftInvert: 611.35 ftS-218RIM = 612.41'S-230RIM = 613.83'S-232RIM = 613.11'S-246RIM = 615.09'S-272RIM = 614.53'S-278RIM = 615.03'S-292RIM = 615.80'S-306RIM = 614.90'S-326RIM = 615.02'S-338RIM = 615.90'INV = 605.01' (IN)INV = (N/A)' (IN)INV = (N/A)' (IN)INV = 604.91' (OUT)INV = 605.60' (IN)INV = (N/A)' (IN)INV = (N/A)' (IN)INV = 605.50' (OUT)INV = 605.81' (IN)INV = (N/A)' (IN)INV = (N/A)' (IN)INV = 605.71' (OUT)INV = 606.99' (IN)INV = (N/A)' (IN)INV = (N/A)' (IN)INV = 606.89' (OUT)INV = 607.88' (IN)INV = 609.65' (IN)INV = 609.65' (IN)INV = 607.78' (OUT)INV = 610.15' (IN)INV = 610.15' (IN)INV = 608.10' (IN)INV = 608.00' (OUT)INV = 611.00' (IN)INV = 611.00' (IN)INV = 608.78' (IN)INV = 608.68' (OUT)INV = 610.00' (IN)INV = 610.00' (IN)INV = 609.25' (IN)INV = 609.15' (OUT)INV = 610.11' (IN)INV = 610.11' (IN)INV = 609.94' (IN)INV = 609.84' (OUT)INV = 611.05' (IN)INV = 611.05' (IN)INV = 610.87' (IN)INV = 610.77' (OUT)S-208Rim: 604.00 ftInvert: 604.00 ftP-211: 188.0 LF of36" RCP @ 0.20 %P-215: 35.8 LF of36" RCP @ 0.17 %P-223: 17.3 LF of36" RCP @ 0.17 %P-227: 59.9 LF of36" RCP @ 0.30 %P-237: 44.5 LF of36" RCP @ 0.31 %P-241: 110.1 LF of36" RCP @ 0.11 %P-247: 112.4 LF of36" RCP @ 0.11 %P-259: 77.8 LF of30" RCP @ 0.14 %P-279: 255.0 LF of30" RCP @ 0.13 %P-271: 110.0 LF of30" RCP @ 0.14 %P-293: 75.0 LF of24" RCP @ 0.17 %P-285: 105.0 LF of30" RCP @ 0.13 %P-311: 100.0 LF of18" RCP @ 0.36 %P-299: 75.0 LF of24" RCP @ 0.17 %P-325: 90.0 LF of15" RCP @ 0.43 %P-319: 85.0 LF of18" RCP @ 0.40 %P-331: 110.0 LF of15" RCP @ 0.44 %P-233: 152.9 LF of36" RCP @ 0.33 %P-213: 58.0 LF of36" RCP @ 0.19 %P-265: 90.0 LF of30" RCP @ 0.13 %P-193: 53.5 LF of36" RCP @ 0.56 %P-195: 24.1 LF of36" RCP @ 0.37 %P-201: 161.0 LF of36" RCP @ 0.20 %P-203: 7.5 LF of36" RCP @ 0.13 %Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-166612/3/2020StormCAD[10.02.03.03]Bentley Systems, Inc. Haestad Methods Solution CenterModel 6.stsw Profile ReportEngineering Profile - 10-YR STORM 143RD STA. 559+00 TO 570+95 (Model 6.stsw)605.00610.00615.00620.00-0+500+000+501+001+502+002+503+003+504+004+505+005+506+006+507+007+508+008+509+009+5010+0010+5011+0011+5012+0012+50Station (ft)Elevation (ft)S-374Rim: 615.10 ftInvert: 608.97 ftS-386Rim: 614.10 ftInvert: 607.95 ftS-394Rim: 613.88 ftInvert: 607.36 ftS-410Rim: 617.67 ftInvert: 606.27 ftS-350Rim: 616.56 ftInvert: 611.66 ftS-362Rim: 615.77 ftInvert: 610.18 ftS-402RIM = 614.79'S-412RIM = 617.72'S-416RIM = 617.91'S-356RIM = 616.15'S-368RIM = 615.45'S-380RIM = 614.55'INV = 609.75' (IN)INV = 609.75' (IN)INV = 607.02' (IN)INV = 606.92' (OUT)INV = 609.44' (IN)INV = 606.22' (IN)INV = (N/A)' (IN)INV = 606.12' (OUT)INV = 608.42' (IN)INV = 608.74' (IN)INV = 605.90' (IN)INV = 605.80' (OUT)INV = 611.27' (IN)INV = 611.27' (IN)INV = 611.02' (IN)INV = 610.92' (OUT)INV = 610.49' (IN)INV = 610.49' (IN)INV = 609.67' (IN)INV = 609.57' (OUT)INV = 609.70' (IN)INV = 609.70' (IN)INV = 608.60' (IN)INV = 608.50' (OUT)S-420Rim: 605.60 ftInvert: 605.60 ftP-341: 100.0 LF of15" RCP @ 0.64 %P-353: 100.2 LF of18" RCP @ 0.51 %P-347: 100.1 LF of15" RCP @ 0.64 %P-365: 90.3 LF of21" RCP @ 0.41 %P-359: 100.1 LF of18" RCP @ 0.50 %P-377: 74.8 LF of24" RCP @ 0.33 %P-371: 110.0 LF of21" RCP @ 0.41 %P-387: 136.3 LF of30" RCP @ 0.25 %P-399: 21.4 LF of30" RCP @ 0.23 %P-393: 214.2 LF of30" RCP @ 0.26 %P-403: 85.2 LF of30" RCP @ 0.26 %P-409: 79.6 LF of30" RCP @ 0.25 %Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-166612/3/2020StormCAD[10.02.03.03]Bentley Systems, Inc. Haestad Methods Solution CenterModel 6.stsw Profile ReportEngineering Profile - 10-YR STORM 143RD STA. 572+80 (Model 9-11-2020.stsw)605.00610.00615.00-0+500+000+501+00Station (ft)Elevation (ft)S-434RIM = 613.85'S-436RIM = 614.05'INV = (N/A)' (IN)INV = (N/A)' (IN)INV = (N/A)' (IN)INV = 609.85' (OUT)INV = 609.61' (IN)INV = (N/A)' (IN)INV = (N/A)' (IN)INV = 606.87' (OUT)S-438INV = 605.58'P-423: 43.6 LF of12" RCP @ 0.55 %P-425: 52.8 LF of12" RCP @ 2.43 %Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-16669/23/2020StormCAD[10.02.03.03]Bentley Systems, Inc. Haestad Methods Solution CenterModel 9-11-2020.stsw Profile ReportEngineering Profile - 10-YR STORM IL 59 STA. 3397+94 TO 3406+70 LT (Model 6.stsw)600.00605.00610.00615.00-0+500+000+501+001+502+002+503+003+504+004+505+005+506+006+507+007+508+008+509+00Station (ft)Elevation (ft)S-452RIM = 610.75'S-456RIM = 611.16'S-464RIM = 611.52'S-472RIM = 612.39'S-476RIM = 612.79'S-480RIM = 613.22'S-484RIM = 613.72'S-488RIM = 614.40'S-158RIM = 609.40'S-490RIM = 614.97'S-468RIM = 611.96'S-152RIM = 610.41'INV = 605.07' (IN)INV = 606.36' (IN)INV = (N/A)' (IN)INV = 604.97' (OUT)INV = 605.42' (IN)INV = 606.82' (IN)INV = (N/A)' (IN)INV = 605.32' (OUT)INV = 607.16' (IN)INV = 605.77' (IN)INV = (N/A)' (IN)INV = 605.67' (OUT)INV = 606.47' (IN)INV = 608.05' (IN)INV = (N/A)' (IN)INV = 606.37' (OUT)INV = 606.82' (IN)INV = 608.44' (IN)INV = (N/A)' (IN)INV = 606.72' (OUT)INV = 607.17' (IN)INV = 608.86' (IN)INV = (N/A)' (IN)INV = 607.07' (OUT)INV = 607.59' (IN)INV = 609.40' (IN)INV = (N/A)' (IN)INV = 607.49' (OUT)INV = 608.10' (IN)INV = (N/A)' (IN)INV = (N/A)' (IN)INV = 608.00' (OUT)INV = 603.97' (IN)INV = 605.50' (IN)INV = 605.50' (IN)INV = 603.87' (OUT)INV = 609.60' (IN)INV = 609.60' (IN)INV = (N/A)' (IN)INV = 608.33' (OUT)INV = 606.12' (IN)INV = 607.62' (IN)INV = (N/A)' (IN)INV = 606.02' (OUT)INV = 604.84' (IN)INV = (N/A)' (IN)INV = (N/A)' (IN)INV = 604.74' (OUT)S-244Rim: 603.50 ftInvert: 603.50 ftP-447: 60.0 LF of30" RCP @ 0.42 %P-451: 60.0 LF of30" RCP @ 0.42 %P-471: 47.3 LF of30" RCP @ 0.49 %P-139: 30.7 LF of30" RCP @ 0.42 %P-437: 60.0 LF of30" RCP @ 0.42 %P-441: 60.0 LF of30" RCP @ 0.42 %P-455: 60.0 LF of30" RCP @ 0.42 %P-459: 60.0 LF of30" RCP @ 0.42 %P-463: 75.0 LF of30" RCP @ 0.43 %P-467: 98.2 LF of30" RCP @ 0.42 %P-235: 85.9 LF of30" RCP @ 0.43 %P-137: 182.5 LF of30" RCP @ 0.42 %Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-166612/3/2020StormCAD[10.02.03.03]Bentley Systems, Inc. Haestad Methods Solution CenterModel 6.stsw Profile ReportEngineering Profile - 10-YR STORM IL 59 STA. 3396+32 TO 3401+77 RT (Model 6_test.stsw)600.00605.00610.00615.00-0+500+000+501+001+502+002+503+003+504+004+505+005+50Station (ft)Elevation (ft)S-444RIM = 609.77'S-446RIM = 609.48'S-448RIM = 609.35'S-442RIM = 610.06'S-458RIM = 611.53'S-164RIM = 609.77'S-162RIM = 610.24'S-166RIM = 609.36'INV = 601.97' (IN)INV = (N/A)' (IN)INV = (N/A)' (IN)INV = 601.87' (OUT)INV = 602.23' (IN)INV = (N/A)' (IN)INV = (N/A)' (IN)INV = 602.13' (OUT)INV = 602.46' (IN)INV = (N/A)' (IN)INV = (N/A)' (IN)INV = 602.36' (OUT)INV = 601.70' (IN)INV = (N/A)' (IN)INV = (N/A)' (IN)INV = 601.60' (OUT)INV = 606.30' (IN)INV = (N/A)' (IN)INV = (N/A)' (IN)INV = 605.80' (OUT)INV = 603.80' (IN)INV = 604.22' (IN)INV = (N/A)' (IN)INV = 602.92' (OUT)INV = 605.00' (IN)INV = (N/A)' (IN)INV = (N/A)' (IN)INV = 604.90' (OUT)INV = 602.67' (IN)INV = (N/A)' (IN)INV = (N/A)' (IN)INV = 602.57' (OUT)S-440Rim: 601.50 ftInvert: 601.50 ftP-429: 63.5 LF of36" RCP @ 0.27 %P-147: 120.0 LF of30" RCP @ 0.67 %P-153: 41.1 LF of36" RCP @ 0.27 %P-431: 60.1 LF of36" RCP @ 0.27 %P-433: 50.0 LF of36" RCP @ 0.26 %P-427: 37.7 LF of36" RCP @ 0.26 %P-151: 91.8 LF of36" RCP @ 0.27 %P-149: 83.7 LF of30" RCP @ 0.81 %Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-16663/24/2021StormCAD[10.02.03.03]Bentley Systems, Inc. Haestad Methods Solution CenterModel 6_test.stsw Profile ReportEngineering Profile - 10-YR STORM NAP RD STA. 719+77 TO 721+38 RT (Model 9-11-2020.stsw)605.00610.00615.00-0+500+000+501+001+502+00Station (ft)Elevation (ft)S-510RIM = 611.52'S-508RIM = 613.62'S-512RIM = 611.74'INV = 607.80' (IN)INV = (N/A)' (IN)INV = (N/A)' (IN)INV = 607.70' (OUT)INV = 607.01' (IN)INV = 606.93' (IN)INV = (N/A)' (IN)INV = 606.63' (OUT)INV = (N/A)' (IN)INV = (N/A)' (IN)INV = (N/A)' (IN)INV = 608.34' (OUT)P-485: 48.4 LF of15" RCP @ 1.12 %P-483: 112.9 LF of15" RCP @ 0.68 %Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-16669/23/2020StormCAD[10.02.03.03]Bentley Systems, Inc. Haestad Methods Solution CenterModel 9-11-2020.stsw Profile ReportEngineering Profile - 10-YR STORM NAP RD STA. 716+52 TO 718+00 (Model 9-11-2020.stsw)605.00610.00615.00-0+500+000+501+001+502+002+503+00Station (ft)Elevation (ft)S-236RIM = 614.38'S-500RIM = 613.07'S-502RIM = 613.19'S-504RIM = 613.00'S-228RIM = 612.37'INV = (N/A)' (IN)INV = (N/A)' (IN)INV = (N/A)' (IN)INV = 610.38' (OUT)INV = 608.87' (IN)INV = 608.87' (IN)INV = (N/A)' (IN)INV = 608.77' (OUT)INV = 609.15' (IN)INV = 609.15' (IN)INV = (N/A)' (IN)INV = 609.05' (OUT)INV = 608.70' (IN)INV = (N/A)' (IN)INV = (N/A)' (IN)INV = 608.60' (OUT)INV = 608.12' (IN)INV = (N/A)' (IN)INV = (N/A)' (IN)INV = 608.02' (OUT)P-229: 148.9 LF of12" RCP @ 0.82 %P-479: 42.1 LF of12" RCP @ 0.44 %P-481: 20.7 LF of15" RCP @ 0.32 %P-219: 71.1 LF of15" RCP @ 0.67 %Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-16669/23/2020StormCAD[10.02.03.03]Bentley Systems, Inc. Haestad Methods Solution CenterModel 9-11-2020.stsw Profile ReportEngineering Profile - 10-YR STORM IL 126 STA. 38+28 TO 40+00 (Model 6.stsw)605.00610.00615.00620.00625.00-0+500+000+501+001+502+00Station (ft)Elevation (ft)S-416RIM = 617.91'S-418RIM = 617.79'S-560RIM = 620.01'INV = 608.42' (IN)INV = 608.74' (IN)INV = 605.90' (IN)INV = 605.80' (OUT)INV = (N/A)' (IN)INV = (N/A)' (IN)INV = (N/A)' (IN)INV = 608.62' (OUT)INV = 611.49' (IN)INV = (N/A)' (IN)INV = (N/A)' (IN)INV = 610.39' (OUT)P-405: 154.3 LF of12" RCP @ 1.07 %P-407: 19.6 LF of12" RCP @ 1.02 %Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-166612/2/2020StormCAD[10.02.03.03]Bentley Systems, Inc. Haestad Methods Solution CenterModel 6.stsw Profile ReportEngineering Profile - 10-YR STORM IL 126 STA. 32+00 TO 39+10 (Model 6.stsw)605.00610.00615.00620.00-0+500+000+501+001+502+002+503+003+504+004+505+005+506+006+507+007+508+008+50Station (ft)Elevation (ft)S-428Rim: 615.50 ftInvert: 605.96 ftS-422Rim: 616.35 ftInvert: 607.36 ftS-542Rim: 615.44 ftInvert: 608.97 ftS-430RIM = 615.73'S-424RIM = 616.74'S-534RIM = 616.30'S-538RIM = 615.86'S-546RIM = 615.31'S-550RIM = 615.31'S-554RIM = 615.53'INV = 605.74' (IN)INV = (N/A)' (IN)INV = (N/A)' (IN)INV = 605.64' (OUT)INV = 607.06' (IN)INV = (N/A)' (IN)INV = (N/A)' (IN)INV = 606.96' (OUT)INV = 611.27' (IN)INV = (N/A)' (IN)INV = (N/A)' (IN)INV = 611.17' (OUT)INV = 611.10' (IN)INV = 610.17' (IN)INV = (N/A)' (IN)INV = 610.07' (OUT)INV = 608.63' (IN)INV = (N/A)' (IN)INV = (N/A)' (IN)INV = 608.53' (OUT)INV = 608.50' (IN)INV = 610.53' (IN)INV = (N/A)' (IN)INV = 608.40' (OUT)INV = 611.00' (IN)INV = 607.84' (IN)INV = (N/A)' (IN)INV = 607.74' (OUT)S-432Rim: 605.48 ftInvert: 605.48 ftP-415: 226.6 LF of24" RCP @ 0.40 %P-419: 52.9 LF of24" RCP @ 0.42 %P-411: 72.5 LF of24" RCP @ 0.39 %P-413: 72.6 LF of24" RCP @ 0.41 %P-503: 100.0 LF of15" RCP @ 1.00 %P-507: 56.6 LF of18" RCP @ 0.60 %P-499: 100.0 LF of15" RCP @ 1.00 %P-509: 5.0 LF of18" RCP @ 0.60 %P-515: 109.3 LF of21" RCP @ 0.51 %P-421: 39.2 LF of24" RCP @ 0.41 %Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-166612/3/2020StormCAD[10.02.03.03]Bentley Systems, Inc. Haestad Methods Solution CenterModel 6.stsw 143rd STREET EXTENSION PHASE I ADDENDUM LOCATION DRAINAGE STUDY JANUARY 2020 REVISED: MARCH 2021 Appendix D ATTACHMENT D-12: STORM SEWER STORMCAD CALCULATIONS Scenario Summary Report Scenario: Design Scenario Summary 169ID DesignLabel Notes Base Active TopologyActive Topology IDOT Custom DataUser Data Extensions Base PhysicalPhysical Base Boundary ConditionBoundary Condition Base Initial SettingsInitial Settings Base HydrologyHydrology Base OutputOutput Base Infiltration and InflowInfiltration and Inflow Base Rainfall RunoffRainfall Runoff Base Water QualityWater Quality Base Sanitary LoadingSanitary Loading Base HeadlossHeadloss Base OperationalOperational Design Constraints IDOT DefaultDesign Base System FlowsSystem Flows Base SCADASCADA Base Energy CostEnergy Cost Base Calculation OptionsSolver Calculation Options Gravity Hydraulics 5Maximum Network Traversals Hydraulic GradeStructure Loss Mode 0.001Flow Convergence Test TrueInclude Conduit Flow Travel Time in Design Backwater AnalysisFlow Profile Method FalseSave Detailed Headloss Data? 5Number of Flow Profile Steps Manning'sGravity Friction Method ft0.00Hydraulic Grade Convergence Test FalseUse Explicit Depth and Slope Equations? Actual Uniform Flow VelocityAverage Velocity Method FalseIgnore Pipe Travel Time in Carrier Pipes? ft0.00Minimum Structure Headloss FalseCorrect for Partial Area Effects? Pipe with Maximum QV Governing Upstream Pipe Selection Method Inlets Grate and Curb Active Components for Combination Inlets on Grade FalseNeglect Gutter Cross Slope For Side Flow? Grate and CurbActive Components for Combination Inlets In Sag FalseNeglect Side Flow? Grating Parameters (United Kingdom) Grating ParameterGrating Type Page 1 of 327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 9/23/2020 StormCAD[10.02.03.03]Bentley Systems, Inc. Haestad Methods Solution CenterModel 9-11-2020.stsw Scenario Summary Report Scenario: Design Pressure Hydraulics Water at 20C (68F)Liquid Label Hazen- WilliamsPressure Friction Method Rational Method FalseUse Rational Method Frequency Factors As CA (Traditional)Carryover Modeling Method FalseAllow Runoff Coefficient to Exceed 1.0? Headloss (AASHTO) 0.350Expansion, Ke 0.500Shaping Adjustment, Cs 0.250Contraction, Kc 1.300Non-Piped Flow Adjustment, Cn Bend Angle vs. Bend Loss Curve Bend Loss Coefficient, KbBend Angle (degrees) HEC-22 Energy Losses FalseConsider Non-Piped Plunging Flow? HEC-22 Energy Losses (Second Edition) ft0.50Elevations Considered Equal Within 0.950Half Bench Submerged Factor 1.000Flat Unsubmerged Factor 0.070Full Bench Unsubmerged Factor 1.000Flat Submerged Factor 0.750Full Bench Submerged Factor 1.000Depressed Unsubmerged Factor 0.035Improved Bench Unsubmerged Factor 1.000Depressed Submerged Factor 0.375Improved Bench Submerged Factor 0.150Half Bench Unsubmerged Factor HEC-22 Energy Losses (Third Edition) -0.050Flat Submerged Coefficient -0.850Half Bench Unsubmerged Coefficient -0.050Flat Unsubmerged Coefficient -0.250Full Bench Submerged Coefficient 0.000Depressed Submerged Coefficient -0.930Full Bench Unsubmerged Coefficient 0.000Depressed Unsubmerged Coefficient -0.600Improved Submerged Coefficient -0.050Half Bench Submerged Coefficient -0.980Improved Unsubmerged Coefficient Page 2 of 327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 9/23/2020 StormCAD[10.02.03.03]Bentley Systems, Inc. Haestad Methods Solution CenterModel 9-11-2020.stsw Scenario Summary Report Scenario: Design Modified Rational (United Kingdom) FalseApply Areal Reduction Factor?FalsePipe Flow Includes Pipe Travel Time? 1.300Runoff Routing Coefficient (Cr) Page 3 of 327 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 9/23/2020 StormCAD[10.02.03.03]Bentley Systems, Inc. Haestad Methods Solution CenterModel 9-11-2020.stsw Storm Data Detailed Report: Updated Bulletin 70 (NE IL)Element Details370ID NotesUpdated Bulletin 70 (NE IL)Label500 Year(in/h)100 Year(in/h)50 Year(in/h)25 Year(in/h)10 Year(in/h)5 Year(in/h)2 Year(in/h)1 Year(in/h)Duration(min)16.20012.36010.8009.2407.4406.2404.8003.9604.99814.82011.3409.9008.5206.7805.7004.3803.6609.99612.1609.2808.1206.9605.5604.6403.6003.00015.0008.3206.3405.5604.7803.8203.1802.4802.06030.0005.2804.0303.5303.0302.4202.0201.5701.30060.0003.2602.4852.1751.8701.4951.2450.9700.805120.0002.4001.8301.6001.3771.1000.9170.7130.590180.0001.4051.0720.9380.8070.6430.5380.4180.347360.0000.8150.6220.5440.4680.3730.3120.2430.201720.0000.5870.4480.3920.3370.2690.2240.1740.1451,080.0000.4680.3570.3130.2690.2150.1790.1390.1151,440.0000.2520.1930.1690.1460.1170.0980.0760.0632,880.0000.1780.1370.1200.1040.0840.0710.0550.0464,320.0000.1150.0890.0780.0680.0560.0470.0370.0317,200.0000.0670.0530.0470.0410.0340.0300.0230.01914,400.000Library Status SummarySynchronization Details370IDUpdated Bulletin 70 (NE IL)Label1/27/2020 10:08:52 AMModified DateOrphan (local)Library SourceOrphan (local)Library Modified DateOrphan (local)Synchronization StatusOrphan (local)Engineering Reference GuidPage 1 of 227 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-16661/27/2020StormCAD[10.02.03.03]Bentley Systems, Inc. Haestad Methods Solution CenterModel 6.stsw Storm Data Detailed Report: Updated Bulletin 70 (NE IL)Storm Data Detailed Report: Updated Bulletin 70 (NE IL)Intensity (in/h)17.50015.00012.50010.0007.5005.0002.5000.000Duration (min)10,000.0005,000.000Page 2 of 227 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-16661/27/2020StormCAD[10.02.03.03]Bentley Systems, Inc. Haestad Methods Solution CenterModel 6.stsw Conduit FlexTable: DOT ReportInvert (Stop)(ft)Invert (Start)(ft)Velocity(ft/s)Flow(cfs) -Depth- Upstream Downstream(ft) -HGL- Upstream Downstream(ft)Slope(%)Length(ft)Rise(in) -Node- Upstream DownstreamLabel613.74614.644.451.140.45615.091.3168.912S-558P-5190.54614.10S-560611.00611.533.110.640.33611.860.7669.712S-556P-5171.05611.31S-554607.84608.404.926.730.97609.370.51109.321S-550P-5151.05608.80S-554608.50608.534.784.750.84609.370.605.018S-546P-5090.97609.37S-550610.53610.893.421.250.47611.360.6060.012S-552P-5130.97611.00S-550610.99611.022.670.510.34611.360.605.012S-548P-5110.47611.36S-552611.10611.563.080.600.32611.880.7859.212S-540P-5010.73611.40S-538610.17611.174.571.890.55611.721.00100.015S-534P-4990.73610.80S-538611.27611.953.840.760.37612.321.1957.212S-536P-4970.55611.72S-534607.80608.346.145.240.93609.271.1248.115S-512P-4851.01608.62S-510608.99609.022.780.580.51609.530.605.012S-498P-4770.64609.53S-502607.59608.006.0121.501.71609.710.4298.230S-488P-4671.72609.21S-484607.17607.496.0921.941.72609.210.4375.030S-484P-4631.75608.82S-480606.82607.076.0422.261.75608.820.4260.030S-480P-4591.83608.55S-476606.47606.726.0722.781.83608.550.4260.030S-476P-4551.99608.36S-472Page 1 of 1527 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-16663/24/2021StormCAD[10.02.03.03]Bentley Systems, Inc. Haestad Methods Solution CenterPlainfield_143rd_Model.stsw Conduit FlexTable: DOT ReportInvert (Stop)(ft)Invert (Start)(ft)Velocity(ft/s)Flow(cfs) -Depth- Upstream Downstream(ft) -HGL- Upstream Downstream(ft)Slope(%)Length(ft)Rise(in) -Node- Upstream DownstreamLabel605.42605.676.1425.121.90607.570.4260.030S-464P-4411.92607.24S-456605.07605.326.1425.461.92607.240.4260.030S-456P-4371.92606.89S-452609.40609.443.070.650.34609.780.725.512S-482P-4651.72609.72S-484608.86608.902.580.480.29609.190.567.112S-478P-4611.75609.15S-480608.44608.483.000.750.36608.840.606.612S-474P-4571.83608.80S-476608.05608.093.441.250.47608.560.606.612S-470P-4531.99608.52S-472607.16607.203.190.940.41607.610.606.612S-462P-4451.90607.57S-464606.82606.862.710.520.38607.240.606.612S-454P-4391.92607.24S-456606.36606.402.710.520.49606.890.606.612S-450P-4351.92606.89S-452602.23602.366.1143.192.65605.010.2650.036S-448P-4332.64604.77S-446601.97602.136.1443.412.64604.770.2760.136S-446P-4312.59604.46S-444609.40609.683.210.860.39610.070.6642.512S-434P-4230.49609.77S-436608.42608.624.341.460.51609.131.0219.612S-418P-4071.67608.87S-416608.00610.507.491.600.54611.044.2758.612S-560P-405(N/A)608.32S-568605.90606.124.6916.191.62607.740.2685.230S-412P-4031.67607.47S-416Page 2 of 1527 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-16663/24/2021StormCAD[10.02.03.03]Bentley Systems, Inc. Haestad Methods Solution CenterPlainfield_143rd_Model.stsw Conduit FlexTable: DOT ReportInvert (Stop)(ft)Invert (Start)(ft)Velocity(ft/s)Flow(cfs) -Depth- Upstream Downstream(ft) -HGL- Upstream Downstream(ft)Slope(%)Length(ft)Rise(in) -Node- Upstream DownstreamLabel609.44609.492.560.230.20609.691.005.012S-414P-4011.62609.61S-412610.05610.902.980.330.24611.141.1673.512S-406P-3950.33610.25S-408609.75609.993.541.530.54610.530.5742.012S-404P-3911.56610.27S-402609.75609.994.131.870.58610.570.7631.812S-400P-3891.56610.31S-402609.20609.232.700.520.40609.630.605.012S-398P-3850.53609.63S-396609.19609.232.081.300.61609.840.1624.512S-390P-3790.48609.67S-392609.70609.902.600.620.34610.240.4842.012S-382P-3691.14610.03S-380609.70609.903.050.530.30610.200.8324.012S-378P-3671.14609.97S-380610.49610.682.760.570.31610.990.5932.112S-366P-3550.95610.80S-368610.49610.682.720.530.30610.980.6031.612S-370P-3570.95610.79S-368611.27611.503.270.560.31611.810.9624.012S-358P-3450.68611.60S-356611.27611.502.870.580.32611.820.6535.212S-354P-3430.68611.60S-356611.05611.252.910.640.33611.580.6232.012S-336P-3270.80611.57S-338611.05611.253.280.680.34611.590.8324.012S-340P-3290.80611.57S-338610.11610.152.490.500.81610.960.508.012S-324P-3151.12610.96S-326Page 3 of 1527 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-16663/24/2021StormCAD[10.02.03.03]Bentley Systems, Inc. Haestad Methods Solution CenterPlainfield_143rd_Model.stsw Conduit FlexTable: DOT ReportInvert (Stop)(ft)Invert (Start)(ft)Velocity(ft/s)Flow(cfs) -Depth- Upstream Downstream(ft) -HGL- Upstream Downstream(ft)Slope(%)Length(ft)Rise(in) -Node- Upstream DownstreamLabel610.11610.373.340.530.58610.951.0824.012S-328P-3171.12610.96S-326610.25610.372.490.500.59610.960.5024.012S-322P-3130.81610.96S-324610.03610.062.810.600.65610.710.605.012S-320P-3090.77610.71S-318610.03610.062.790.580.66610.720.605.012S-310P-3010.79610.72S-312609.82609.932.941.020.79610.720.4624.012S-312P-3030.99610.71S-314610.00610.252.980.370.25610.501.0424.012S-308P-2971.39610.54S-306610.00610.252.820.440.27610.520.7832.012S-304P-2951.39610.54S-306610.50610.622.640.610.34610.960.5024.012S-296P-2870.43610.83S-298611.00611.152.810.570.31611.460.6224.012S-294P-2831.55611.31S-292611.00611.152.650.670.36611.510.4732.012S-290P-2811.55611.34S-292610.89611.002.770.820.40611.400.4624.012S-282P-2730.52611.31S-284610.15610.383.190.520.30610.680.9624.012S-280P-2691.64610.41S-278610.15610.382.860.640.33610.710.6038.412S-276P-2671.64610.48S-278607.88608.003.4413.251.64609.640.1390.030S-278P-2651.66609.44S-272609.65609.882.960.400.26610.140.9624.012S-274P-2631.66609.88S-272Page 4 of 1527 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-16663/24/2021StormCAD[10.02.03.03]Bentley Systems, Inc. Haestad Methods Solution CenterPlainfield_143rd_Model.stsw Conduit FlexTable: DOT ReportInvert (Stop)(ft)Invert (Start)(ft)Velocity(ft/s)Flow(cfs) -Depth- Upstream Downstream(ft) -HGL- Upstream Downstream(ft)Slope(%)Length(ft)Rise(in) -Node- Upstream DownstreamLabel609.65609.882.650.530.30610.180.5740.412S-270P-2611.66609.95S-272609.43609.553.001.000.44609.990.4924.512S-260P-2510.56609.89S-262609.65609.682.450.350.27609.950.634.712S-268P-2570.40609.95S-266609.65609.682.570.440.31609.990.605.012S-258P-2490.44609.99S-260608.99610.213.380.780.37610.580.82149.312S-236P-2290.64609.53S-502605.60605.714.6024.221.98607.690.1958.036S-232P-2132.04607.54S-230607.93608.334.173.040.72609.050.5671.015S-504P-2190.88608.71S-228609.07609.402.370.420.28609.680.5066.012S-216P-1990.42609.39S-214611.01612.003.070.260.21612.211.5066.012S-202P-1890.30611.18S-204608.86609.054.582.590.65609.700.8024.015S-194P-1810.76609.52S-196609.16609.304.171.790.57609.870.8018.012S-192P-1790.65609.69S-194605.68606.213.752.140.59606.800.5399.615S-186AP-1730.82606.40S-182A606.84607.333.200.900.40607.730.6378.012S-184P-1710.68607.42S-186605.87606.283.111.040.44606.720.5378.012S-180P-1670.65606.42S-182605.06605.584.213.600.82606.400.5399.615S-182AP-1691.23606.04S-176APage 5 of 1527 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-16663/24/2021StormCAD[10.02.03.03]Bentley Systems, Inc. Haestad Methods Solution CenterPlainfield_143rd_Model.stsw Conduit FlexTable: DOT ReportInvert (Stop)(ft)Invert (Start)(ft)Velocity(ft/s)Flow(cfs) -Depth- Upstream Downstream(ft) -HGL- Upstream Downstream(ft)Slope(%)Length(ft)Rise(in) -Node- Upstream DownstreamLabel604.90604.953.800.920.95605.901.005.012S-178P-1651.50605.90S-172605.06605.463.031.140.64606.100.4688.012S-176P-1631.23606.04S-176A604.80604.953.620.950.97605.920.8517.712S-174P-1611.21605.91S-168602.46602.576.0642.852.63605.200.2741.136S-166P-1532.65605.01S-448604.84604.976.1925.791.92606.890.4230.730S-452P-1391.99606.73S-152605.90605.933.020.780.54606.470.605.012S-154P-1410.65606.47S-156604.81604.864.271.400.50605.361.005.012S-150P-1350.61605.26S-148605.10605.906.241.300.48606.383.0226.512S-138P-1251.01605.41S-140601.26602.115.108.061.01603.120.50170.024S-140P-1211.03602.27S-132603.00604.005.110.610.32604.323.1731.512S-130P-1171.03603.21S-132608.63608.974.794.760.84609.810.6056.618S-542P-5070.84609.45S-546610.70611.163.420.870.39611.550.7859.012S-544P-5050.84611.06S-542609.07610.075.283.270.73610.801.00100.015S-538P-5030.84609.81S-542606.93607.704.925.221.01608.710.67114.715S-510P-4831.71607.99S-508606.38606.895.3117.351.41608.300.33152.936S-246P-2331.71607.99S-508Page 6 of 1527 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-16663/24/2021StormCAD[10.02.03.03]Bentley Systems, Inc. Haestad Methods Solution CenterPlainfield_143rd_Model.stsw Conduit FlexTable: DOT ReportInvert (Stop)(ft)Invert (Start)(ft)Velocity(ft/s)Flow(cfs) -Depth- Upstream Downstream(ft) -HGL- Upstream Downstream(ft)Slope(%)Length(ft)Rise(in) -Node- Upstream DownstreamLabel609.41609.464.111.450.51609.970.885.712S-242P-2311.71609.88S-508608.65608.893.792.010.64609.530.5841.112S-502P-4790.71609.26S-500608.87608.902.690.530.36609.260.595.112S-496P-4750.71609.26S-500608.43608.554.213.050.71609.260.5820.815S-500P-4810.72609.13S-504609.60609.702.950.270.21609.911.327.612S-562P-5211.62609.95S-490608.10608.336.4021.521.62609.950.4947.330S-490P-4711.71609.71S-488609.60609.706.517.321.08610.781.198.415S-486P-4691.62610.68S-490606.30606.408.8614.981.48607.881.446.924S-460P-4432.16607.96S-458605.00605.807.7434.972.16607.960.67120.030S-458P-1472.02607.01S-162606.12606.376.1023.661.99608.360.4260.030S-472P-4511.87608.19S-468607.62607.663.121.150.54608.200.498.112S-466P-4491.87608.19S-468605.77606.026.1224.472.17607.890.4260.030S-468P-4471.90607.57S-464601.70601.876.1843.692.59604.460.2763.536S-444P-4292.47604.07S-442607.06607.364.737.921.05608.410.4172.624S-422P-4131.12608.08S-424607.46607.744.567.601.05608.790.3972.524S-554P-4111.05608.44S-422Page 7 of 1527 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-16663/24/2021StormCAD[10.02.03.03]Bentley Systems, Inc. Haestad Methods Solution CenterPlainfield_143rd_Model.stsw Conduit FlexTable: DOT ReportInvert (Stop)(ft)Invert (Start)(ft)Velocity(ft/s)Flow(cfs) -Depth- Upstream Downstream(ft) -HGL- Upstream Downstream(ft)Slope(%)Length(ft)Rise(in) -Node- Upstream DownstreamLabel605.74605.964.939.361.16607.120.4252.924S-428P-4191.22606.86S-430606.06606.964.748.571.12608.080.40226.624S-424P-4151.16607.12S-428606.37606.924.6114.911.56608.480.26214.230S-402P-3931.55607.82S-410609.76609.952.710.610.33610.280.5435.512S-408P-3971.55610.09S-410606.22606.274.4515.261.55607.820.2321.430S-410P-3991.62607.74S-412608.89609.103.231.370.53609.630.4843.512S-396P-3831.38609.38S-394608.89609.0910.581.300.48609.5713.331.512S-392P-3811.38609.22S-394607.02607.364.3111.641.38608.740.25136.330S-394P-3871.56608.48S-402608.05608.504.647.721.14609.640.41110.021S-380P-3711.22609.17S-386609.20609.442.970.810.38609.820.5543.512S-388P-3751.22609.58S-386609.20609.443.520.640.33609.771.0722.512S-384P-3731.22609.48S-386607.70607.954.509.151.22609.170.3374.824S-386P-3771.38608.78S-394609.07609.574.595.430.95610.520.50100.118S-368P-3591.02609.99S-374610.09610.272.640.590.33610.600.5135.012S-376P-3631.02610.41S-374610.09610.272.770.590.32610.590.5830.912S-372P-3611.02610.41S-374Page 8 of 1527 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-16663/24/2021StormCAD[10.02.03.03]Bentley Systems, Inc. Haestad Methods Solution CenterPlainfield_143rd_Model.stsw Conduit FlexTable: DOT ReportInvert (Stop)(ft)Invert (Start)(ft)Velocity(ft/s)Flow(cfs) -Depth- Upstream Downstream(ft) -HGL- Upstream Downstream(ft)Slope(%)Length(ft)Rise(in) -Node- Upstream DownstreamLabel608.60608.974.486.541.02609.990.4190.321S-374P-3651.14609.64S-380610.28610.924.322.870.68611.600.64100.115S-356P-3470.80610.98S-362610.86611.093.150.510.30611.390.9424.612S-364P-3510.80611.12S-362610.86611.092.800.560.31611.400.6236.912S-360P-3490.80611.16S-362609.67610.184.354.170.80610.980.51100.218S-362P-3530.95610.52S-368611.02611.663.591.420.47612.130.64100.015S-350P-3410.68611.60S-356611.76611.912.660.740.38612.290.4434.012S-348P-3370.47612.13S-350611.76611.913.010.690.35612.260.6523.012S-352P-3390.47612.13S-350610.87611.353.201.550.52611.870.44110.015S-344P-3310.80611.57S-338611.61611.803.350.750.36612.160.8323.012S-346P-3350.52611.94S-344611.61611.803.010.810.38612.180.5833.012S-342P-3330.52611.99S-344609.94610.283.974.180.88611.160.4085.018S-332P-3191.12610.96S-326610.38610.773.803.170.80611.570.4390.015S-338P-3250.88611.16S-332610.60610.803.110.540.33611.130.8723.012S-334P-3230.88611.16S-332610.60610.802.720.530.36611.160.6133.012S-330P-3210.88611.16S-332Page 9 of 1527 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-16663/24/2021StormCAD[10.02.03.03]Bentley Systems, Inc. Haestad Methods Solution CenterPlainfield_143rd_Model.stsw Conduit FlexTable: DOT ReportInvert (Stop)(ft)Invert (Start)(ft)Velocity(ft/s)Flow(cfs) -Depth- Upstream Downstream(ft) -HGL- Upstream Downstream(ft)Slope(%)Length(ft)Rise(in) -Node- Upstream DownstreamLabel609.25609.383.347.641.32610.700.1775.024S-316P-2991.39610.54S-306609.48609.844.015.371.12610.960.36100.018S-326P-3111.32610.70S-316609.68609.934.061.040.77610.711.0923.012S-318P-3071.32610.70S-316609.68609.723.021.190.99610.710.449.012S-314P-3051.32610.70S-316608.78608.923.249.671.45610.370.13105.030S-300P-2851.55610.23S-292609.02609.153.398.371.39610.540.1775.024S-306P-2931.45610.37S-300610.50610.622.570.510.30610.920.5322.512S-302P-2911.45610.80S-300610.36610.402.770.920.43610.830.429.512S-298P-2891.45610.76S-300608.10608.253.4412.331.60609.850.14110.030S-286P-2711.64609.64S-278608.35608.683.2810.751.55610.230.13255.030S-292P-2791.60609.85S-286610.89611.002.730.710.37611.370.4922.512S-288P-2771.60611.24S-286610.73610.793.091.290.52611.310.4413.512S-284P-2751.60611.21S-286607.67607.783.5613.871.66609.440.1477.830S-272P-2591.69609.26S-264609.43609.553.060.900.40609.950.5621.512S-266P-2551.69609.83S-264609.26609.332.841.330.56609.890.3520.012S-262P-2531.69609.75S-264Page 10 of 1527 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-16663/24/2021StormCAD[10.02.03.03]Bentley Systems, Inc. Haestad Methods Solution CenterPlainfield_143rd_Model.stsw Conduit FlexTable: DOT ReportInvert (Stop)(ft)Invert (Start)(ft)Velocity(ft/s)Flow(cfs) -Depth- Upstream Downstream(ft) -HGL- Upstream Downstream(ft)Slope(%)Length(ft)Rise(in) -Node- Upstream DownstreamLabel607.45607.573.3715.991.69609.260.11112.436S-264P-2471.66609.01S-254609.80610.103.400.540.31610.411.1126.912S-256P-2451.66610.06S-254609.80610.103.060.590.32610.420.7739.112S-252P-2431.66610.10S-254610.68610.923.250.460.28611.201.1221.512S-250P-2391.41610.92S-248607.23607.353.4216.641.66609.010.11110.136S-254P-2411.41608.54S-248606.99607.135.1616.951.41608.540.3144.536S-248P-2371.41608.31S-246609.43609.482.970.440.28609.760.895.612S-240P-2251.86609.68S-238606.10606.285.4122.031.71607.990.3059.936S-508P-2271.86607.86S-238605.97606.004.3822.671.86607.860.1717.336S-238P-2231.93607.80S-234608.30609.244.070.860.39609.631.2774.012S-506P-2211.93608.61S-234605.81605.874.3624.051.93607.800.1735.836S-234P-2151.98607.69S-232607.53607.833.603.240.88608.710.3880.015S-228P-2171.03608.46S-226607.34607.433.375.411.03608.460.2241.021S-226P-2071.04608.28S-224608.21608.243.180.960.41608.650.595.112S-220P-2091.03608.62S-226605.12605.504.7324.502.04607.540.20188.036S-230P-2112.12607.14S-222Page 11 of 1527 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-16663/24/2021StormCAD[10.02.03.03]Bentley Systems, Inc. Haestad Methods Solution CenterPlainfield_143rd_Model.stsw Conduit FlexTable: DOT ReportInvert (Stop)(ft)Invert (Start)(ft)Velocity(ft/s)Flow(cfs) -Depth- Upstream Downstream(ft) -HGL- Upstream Downstream(ft)Slope(%)Length(ft)Rise(in) -Node- Upstream DownstreamLabel605.01605.024.1129.022.12607.140.137.536S-222P-2032.20607.11S-218607.19607.243.345.851.04608.280.2124.121S-224P-2052.12608.08S-222608.90608.972.570.810.42609.390.3718.712S-214P-1971.87609.28S-212604.59604.914.8029.512.20607.110.20161.036S-218P-2011.87606.36S-212604.40604.496.2929.731.87606.360.3724.136S-212P-1951.77606.17S-210608.35609.413.030.530.28609.690.88120.015S-204AP-1870.86608.60S-200606.11606.794.794.540.82607.610.62109.618S-196AP-1830.86607.05S-200609.40609.623.581.000.50610.040.8027.812S-190P-1770.57609.87S-192607.04607.803.191.030.40608.200.59129.415S-188AP-1750.82607.61S-196A604.30604.404.476.751.50605.900.4323.018S-172P-1591.85605.80S-170604.40604.704.072.891.21605.910.5555.015S-168P-1571.85605.80S-170603.80603.953.049.541.85605.800.12123.424S-170P-1552.69605.61S-164604.22604.908.5735.392.02606.920.8183.730S-162P-1492.69606.18S-164602.67602.926.0342.632.69605.610.2791.836S-164P-1512.63605.20S-166603.97604.746.1925.991.99606.730.42182.530S-152P-1372.05605.92S-158Page 12 of 1527 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-16663/24/2021StormCAD[10.02.03.03]Bentley Systems, Inc. Haestad Methods Solution CenterPlainfield_143rd_Model.stsw Conduit FlexTable: DOT ReportInvert (Stop)(ft)Invert (Start)(ft)Velocity(ft/s)Flow(cfs) -Depth- Upstream Downstream(ft) -HGL- Upstream Downstream(ft)Slope(%)Length(ft)Rise(in) -Node- Upstream DownstreamLabel605.50605.602.850.760.37605.970.5219.412S-160P-1452.05605.92S-158605.50605.823.862.100.65606.470.6053.512S-156P-1432.05606.12S-158602.68602.854.595.340.87603.720.5034.221S-144P-1310.94603.70S-146602.21602.584.946.971.12603.520.5172.824S-146P-1271.01603.13S-140603.71604.594.472.300.61605.200.81108.215S-148P-1330.83604.61S-142602.95603.615.074.661.00604.440.7193.118S-142P-1290.87603.72S-144604.70606.405.040.860.39606.792.3073.912S-136P-1230.83604.97S-142607.00607.500.900.702.67610.173.5214.212S-104P-1032.58610.17S-106604.12606.00(N/A)(N/A)(N/A)(N/A)1.56120.924S-564P-523(N/A)(N/A)S-566614.33614.41(N/A)(N/A)(N/A)(N/A)0.2927.415S-532P-495(N/A)(N/A)S-530613.90613.99(N/A)(N/A)(N/A)(N/A)0.3029.915S-528P-493(N/A)(N/A)S-526612.53612.69(N/A)(N/A)(N/A)(N/A)0.4833.118S-524P-491(N/A)(N/A)S-522612.01612.22(N/A)(N/A)(N/A)(N/A)0.5042.418S-520P-489(N/A)(N/A)S-518613.28613.39(N/A)(N/A)(N/A)(N/A)0.5121.412S-516P-487(N/A)(N/A)S-514610.74611.04(N/A)(N/A)(N/A)(N/A)0.6545.912S-494P-248(N/A)(N/A)S-492Page 13 of 1527 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-16663/24/2021StormCAD[10.02.03.03]Bentley Systems, Inc. Haestad Methods Solution CenterPlainfield_143rd_Model.stsw Conduit FlexTable: DOT ReportInvert (Stop)(ft)Invert (Start)(ft)Velocity(ft/s)Flow(cfs) -Depth- Upstream Downstream(ft) -HGL- Upstream Downstream(ft)Slope(%)Length(ft)Rise(in) -Node- Upstream DownstreamLabel603.50603.876.2227.902.05605.920.4385.930S-158P-235(N/A)605.30S-244601.50601.606.1743.602.47604.070.2637.736S-442P-427(N/A)603.65S-440605.58606.875.731.360.49607.362.3056.112S-436P-425(N/A)605.92S-438605.48605.644.9510.001.22606.860.4139.224S-430P-421(N/A)606.61S-432605.60605.804.6917.441.67607.470.2579.630S-416P-409(N/A)607.01S-420604.00604.307.3629.691.77606.070.5653.536S-210P-193(N/A)605.67S-208604.97606.015.415.031.04606.870.80129.518S-200P-185(N/A)605.75S-198600.96601.165.148.431.03602.200.5040.124S-132P-119(N/A)602.00S-134605.35605.703.600.580.32606.021.2328.312S-128P-115(N/A)605.61S-126604.86605.504.050.610.32605.821.6638.512S-122P-113(N/A)605.11S-124605.70606.404.520.500.29606.692.6326.612S-120P-111(N/A)605.90S-118604.44605.405.050.840.38605.782.3840.312S-114P-109(N/A)604.70S-116606.64607.454.950.710.35607.802.5831.412S-112P-107(N/A)606.88S-110604.79604.904.9134.705.27607.480.08128.336S-106P-105(N/A)606.71S-108609.69610.404.850.670.34610.742.5328.112S-102P-101(N/A)609.92S-100Page 14 of 1527 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-16663/24/2021StormCAD[10.02.03.03]Bentley Systems, Inc. Haestad Methods Solution CenterPlainfield_143rd_Model.stsw Conduit FlexTable: DOT ReportInvert (Stop)(ft)Invert (Start)(ft)Velocity(ft/s)Flow(cfs) -Depth- Upstream Downstream(ft) -HGL- Upstream Downstream(ft)Slope(%)Length(ft)Rise(in) -Node- Upstream DownstreamLabel605.73605.773.071.490.65606.420.4010.012S-182P-167A0.82606.40S-182A604.40604.444.074.651.48605.920.4010.018S-172AP-159A1.50605.90S-172604.44604.814.224.681.23606.040.4483.718S-176AP-163A1.48605.92S-172A606.69606.743.632.140.68607.420.5110.012S-186P-171A0.59607.31S-186A608.65608.765.133.580.76609.520.8712.615S-196P-181A0.82609.35S-196A608.04608.583.261.040.43609.010.6090.612S-188P-175A0.40608.47S-188A610.41610.613.830.530.30610.911.5912.612S-204P-189A0.28610.64S-204APage 15 of 1527 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-16663/24/2021StormCAD[10.02.03.03]Bentley Systems, Inc. Haestad Methods Solution CenterPlainfield_143rd_Model.stsw FlexTable: Catchment Table Flow (Total Out) (cfs) Time of Concentration (min) Area (acres) Runoff Coefficient (Rational) Outflow Element Label 1.855.0000.4930.500S-146AREA 01 1.7810.0000.5200.500S-142AREA 02 0.675.0000.0940.950S-102AREA 03 1.305.0000.1820.950S-138AREA 04 0.705.0000.0990.950S-104AREA 05 0.715.0000.1000.950S-112AREA 06 0.845.0000.1170.950S-114AREA 07 0.615.0000.0850.950S-122AREA 08 0.585.0000.0810.950S-128AREA 09 0.615.0000.0860.950S-130AREA 10 0.865.0000.1210.950S-136AREA 11 0.905.0000.1260.950S-148AREA 12 0.785.0000.1090.950S-154AREA 13 1.325.0000.1850.950S-156AREA 14 1.405.0000.1970.950S-150AREA 15 1.945.0000.3240.800S-168AREA 16 1.255.0000.2080.800S-172AREA 17 0.955.0000.1590.800S-174AREA 18 0.925.0000.1530.800S-178AREA 19 0.905.0000.1510.800S-184AREA 20 1.255.0000.2080.800S-186AREA 21 1.005.0000.1400.950S-190AREA 22 1.005.0000.1400.950S-196AREA 23 0.265.0000.0370.950S-202AREA 24 0.275.0000.0370.950S-204AREA 25 0.425.0000.0590.950S-216AREA 26 0.405.0000.0560.950S-214AREA 27 0.715.0000.1000.950S-218AREA 28 0.965.0000.1350.950S-220AREA 29 0.715.0000.1000.950S-222AREA 30 1.295.0000.1810.950S-226AREA 31 0.595.0000.0930.850S-252AREA 32 0.545.0000.0900.800S-256AREA 33 0.565.0000.0780.950S-260AREA 34 0.555.0000.0870.850S-266AREA 35 0.445.0000.0620.950S-258AREA 36 0.355.0000.0580.800S-268AREA 37 0.615.0000.0860.950S-296AREA 38 0.515.0000.0800.850S-302AREA 39 0.445.0000.0610.950S-312AREA 40 0.445.0000.0690.850S-318AREA 41 0.585.0000.0820.950S-310AREA 42 0.605.0000.0950.850S-320AREA 43 0.505.0000.0700.950S-322AREA 44 0.535.0000.0830.850S-328AREA 45 0.645.0000.0900.950S-336AREA 46 0.685.0000.1070.850S-340AREA 47 0.585.0000.0820.950S-354AREA 48 Page 1 of 427 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 9/23/2020 StormCAD[10.02.03.03]Bentley Systems, Inc. Haestad Methods Solution CenterModel 9-11-2020.stsw FlexTable: Catchment Table Flow (Total Out) (cfs) Time of Concentration (min) Area (acres) Runoff Coefficient (Rational) Outflow Element Label 0.565.0000.0890.850S-358AREA 49 0.565.0000.0790.950S-360AREA 50 0.515.0000.0810.850S-364AREA 51 0.575.0000.0800.950S-366AREA 52 0.535.0000.0840.850S-370AREA 53 0.625.0000.0970.850S-382AREA 54 0.535.0000.0740.950S-378AREA 55 0.645.0000.0900.950S-384AREA 056 0.815.0000.1270.850S-388AREA 57 0.445.0000.0610.950S-390AREA 58 0.525.0000.0820.850S-398AREA 59 0.865.0000.1210.950S-392AREA 60 0.855.0000.1190.950S-396AREA 61 0.705.0000.0980.950S-430AREA 62 0.975.0000.1360.950S-428AREA 63 0.515.0000.0770.950S-436AREA 64 0.865.0000.1200.950S-434AREA 65 0.645.0000.0900.950S-276AREA 68 0.525.0000.0870.800S-280AREA 69 0.485.0000.0810.800S-478AREA 70 1.255.0000.2220.750S-470AREA 71 0.945.0000.1670.750S-462AREA 72 0.295.0000.0410.950S-152AREA 73 0.525.0000.0730.950S-450AREA 74 0.675.0000.0930.950S-162AREA 75 0.765.0000.1070.950S-160AREA 76 0.465.0000.0650.950S-166AREA 77 0.395.0000.0650.800S-446AREA 78 0.765.0000.1070.800S-536AREA 079 0.605.0000.0990.800S-540AREA 080 0.815.0000.1280.850S-538AREA 81 0.875.0000.1220.950S-544AREA 082 0.295.0000.0410.950S-546AREA 83 0.515.0000.0710.950S-548AREA 84 0.745.0000.1040.950S-552AREA 85 0.495.0000.0680.950S-550AREA 86 0.475.0000.0660.950S-560AREA 87 1.145.0000.1600.950S-558AREA 88 0.295.0000.0410.950S-408AREA 89 1.465.0000.2050.950S-418AREA 90 0.715.0000.1000.950S-424AREA 91 0.365.0000.0500.950S-422AREA 92 0.235.0000.0330.950S-414AREA 93 0.795.0000.1320.800S-412AREA 94 0.535.0000.0860.950S-496AREA 95 0.585.0000.0960.950S-498AREA 96 0.675.0000.0940.950S-502AREA 97 0.545.0000.0760.950S-500AREA 98 Page 2 of 427 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 9/23/2020 StormCAD[10.02.03.03]Bentley Systems, Inc. Haestad Methods Solution CenterModel 9-11-2020.stsw FlexTable: Catchment Table Flow (Total Out) (cfs) Time of Concentration (min) Area (acres) Runoff Coefficient (Rational) Outflow Element Label 0.535.0000.0670.950S-238AREA 99 0.445.0000.0690.950S-240AREA 100 0.775.0000.0970.950S-508AREA 101 0.785.0000.1100.950S-236AREA 102 1.455.0000.2120.950S-242AREA 103 0.225.0000.0310.950S-228AREA 108 0.795.0000.1110.950S-170AREA 110 0.815.0000.1130.950S-170AREA 111 0.295.0000.0400.950S-224AREA 113 0.195.0000.0270.950S-224AREA 114 0.545.0000.0750.950S-230AREA 115 0.065.0000.0090.950S-244AREA 116 0.245.0000.0330.950S-248AREA 117 1.065.0000.2410.600S-234AREA 118 0.325.0000.0720.600S-232AREA 119 0.345.0000.0480.950S-262AREA 121 0.375.0000.0520.950S-264AREA 122 0.485.0000.0670.950S-278AREA 123 0.315.0000.0430.950S-300AREA 124 0.175.0000.0240.950S-314AREA 125 0.165.0000.0220.950S-316AREA 126 0.235.0000.0320.950S-326AREA 127 0.335.0000.0460.950S-338AREA 128 0.335.0000.0470.950S-356AREA 129 0.275.0000.0370.950S-362AREA 130 0.225.0000.0300.950S-368AREA 131 0.135.0000.0180.950S-380AREA 132 0.115.0000.0150.950S-386AREA 133 0.205.0000.0470.950S-394AREA 134 5.2415.0001.7030.550S-512AREA 139 7.3215.0002.6110.500S-486AREA 141 14.9815.0004.4540.600S-460AREA 142 1.135.0000.1330.800S-534AREA 143 0.675.0000.1110.800S-542AREA 144 0.505.0000.0710.950S-120AREA 145 0.815.0000.1130.950S-144AREA 146 1.045.0000.1740.800S-180AREA 147 0.465.0000.0760.800S-182AREA 148 1.145.0000.1890.800S-176AREA 149 0.595.0000.0920.850S-246AREA 150 0.465.0000.0770.800S-250AREA 151 0.535.0000.0740.950S-270AREA 153 0.405.0000.0670.800S-274AREA 155 0.825.0000.1140.950S-282AREA 156 0.715.0000.1180.800S-288AREA 158 0.675.0000.0940.950S-290AREA 159 0.575.0000.0960.800S-294AREA 161 0.445.0000.0610.950S-304AREA 162 Page 3 of 427 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 9/23/2020 StormCAD[10.02.03.03]Bentley Systems, Inc. Haestad Methods Solution CenterModel 9-11-2020.stsw FlexTable: Catchment Table Flow (Total Out) (cfs) Time of Concentration (min) Area (acres) Runoff Coefficient (Rational) Outflow Element Label 0.375.0000.0620.800S-308AREA 164 0.535.0000.0740.950S-330AREA 165 0.545.0000.0890.800S-334AREA 167 0.815.0000.1140.950S-342AREA 168 0.755.0000.1250.800S-346AREA 170 0.745.0000.1030.950S-348AREA 171 0.695.0000.1080.850S-352AREA 173 0.595.0000.0830.950S-372AREA 174 0.595.0000.0980.800S-376AREA 176 1.045.0000.1730.800S-188AREA 177 1.535.0000.2140.950S-404AREA 178 1.875.0000.2630.950S-400AREA 180 0.655.0000.0910.950S-482AREA 181 0.755.0000.1250.800S-474AREA 182 1.155.0000.2050.750S-466AREA 183 0.525.0000.0730.950S-454AREA 184 0.545.0000.0760.950S-448AREA 185 0.495.0000.0690.950S-444AREA 186 0.865.0000.1160.950S-506AREA 189 0.335.0000.0460.950S-406AREA 190 0.315.0000.0430.950S-554AREA 191 0.645.0000.0900.950S-556AREA 192 0.005.0000.0360.950S-488AREA 193 0.005.0000.0380.950S-494AREA 194 Page 4 of 427 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 9/23/2020 StormCAD[10.02.03.03]Bentley Systems, Inc. Haestad Methods Solution CenterModel 9-11-2020.stsw 143rd STREET EXTENSION PHASE I ADDENDUM LOCATION DRAINAGE STUDY JANUARY 2020 REVISED: MARCH 2021 Appendix D ATTACHMENT D-12: 1996 FLOOD EVENT PHOTOS 135th Street andPlainfield-NapervilleRoad Lake Place andPlainfield-NapervilleRoad Plainfield-NapervilleRoad and ComEdIntersection NorthPlainfield Naperville RdLake Pl143rd StreetDuPage RiverJuly 19 1996 FloodDuPage River north of143rd StreetWeller Dr