===== PDF PAGE 1 ===== [Extraction: OCR (rendered-page OCR)] cilTy o@© WEST CHICAG GO WHERE HISTORY & PROGRESS MEET INFRASTRUCTURE COMMITTEE Thursday, May 2, 2019 7:00 P.M. — Committee Room A AGENDA Call to Order, Roll Call, and Establishment of a Quorum Approval of Minutes A. Infrastructure Committee of March 7, 2019 Public Participation / Presentations A. 2018 Sanitary Sewer Evaluation Survey Report Items for Consent A. Resolution No. 19-R-0023 - IDOT Local Agency Agreement for Federal Participation for Construction Cost for the Forest Avenue Resurfacing Project and; Resolution No. 19-R-0024 — IDOT Resolution for Improvement Under the Illinois Highway Code for Use of Motor Fuel Tax Funds as City’s Local Share of Construction Costs for the Forest Avenue Resurfacing Project B. Resolution No. 19-R-0025 — Contract Award — J.A. Johnson Paving Company for the 2019 Elm Road Rehabilitation Project Resolution No, 19-R-0026 - Acceptance of Public Improvements and Release of Development Security — Thorntons Gas Station, 1330 S. Neltnor Boulevard Purchase of Rock Salt from Compass Minerals American, Inc., Overland Park, Kansas, for the 2019-2020 Winter Season 2019 Asphalt Materials Procurement — DuPage County Joint Purchasing Program - Plote Construction, Inc. Purchase of One 2019 JX Peterbilt Model 348 Tandem Axle Truck Chassis Equipped By Monroe Truck Equipment with 15’ Crysteel Stainless Steel Dump Body, 15’ Monroe Stainless Steel V-Box Salt Spreader, 12’ Monroe Reversible Snow Plow with Quick Link Hitch, 8’ Monroe Wing Plow, Pre-Wetting and Anti-icing System, and Appurtenances from JX Peterbilt of Bolingbrook, Illinois m= oOo 9 2 Items for Discussion Unfinished Business New Business Reports from Staff 475 Main Street | T (630) 293-2200 | Ruben Pineda West Chicago, Illinois F (630) 293-3028 wana 60185 www.westchicago.org | Nancy M. Smith Michael L. Guttman ” > | CITY CLERK CITY ADMINISTRATOR Adjournment ===== PDF PAGE 2 ===== [Extraction: OCR (rendered-page OCR)] T F CclTrY © WEST CHICAGO WHERE HISTORY & PROGRESS MEET Draft MINUTES INFRASTRUCTURE COMMITTEE March 7, 2019 7:00 P.M. 1. Call to Order, Roll Call, and Establishment of a Quorum. Chairman Beifuss called the meeting to order at 7:00 P.M. Roll call found Aldermen James Beifuss, Heather Brown, Sandra Dimas, Alton Hallett, Noreen Ligino-Kubinski, and Jeanne Short present. Alderman Matt Garling was absent. Staff present included Director of Public Works Robert Flatter and Administrative Assistant Ashley Heidorn. 2. Approval of Minutes A. Infrastructure Committee Minutes of February 7, 2019. Alderman Hallett made a motion, seconded by Alderman Dimas to approve the Meeting Minutes of February 7, 2019. Voting Yea: Aldermen Beifuss, Dimas, Hallett, Ligino-Kubinski, and Short. Voting Nay: 0. Abstaining: Alderman Brown. 3; Public Participation / Presentations. None. 4, Items for Consent. Alderman Brown requested discussion on Consent Item D. Alderman Dimas made a motion, seconded by Alderman Brown to approve: A. After-The-Fact Purchase Approval of 400 Tons of Rock Salt from The Detroit Salt Company, LLC, Detroit, Michigan, for February/March 2019 B. Purchase Two 2019 Ford F-250 4wd Pickup Truck with Knapheide Aluminum Utility Service Body and Tommy Gate Lift Gate from Currie Motors of Frankfort, Illinois GC, Purchase One 2019 T770 T4 Bobcat® Compact Track Loader and Attachments from Atlas Bobcat, Elk Grove Village, Illinois Roll call found the vote unanimous for approval. Voting Yea: Aldermen Beifuss, Brown, Dimas, Hallett, Ligino-Kubinski, and Short. Voting Nay: 0. 475 Main Street T (630) 293-2200 Ruben Pineda Infrastructure Committee Meeting West Chicago, Ilinois F (630) 293-3028 mARRE March 7, 2019 60185 www.westchicago.org Nancy M. Smith Michael L. Guttman Page | of 3 CITY CLERK CITY ADMINISTRATOR ===== PDF PAGE 3 ===== [Extraction: OCR (rendered-page OCR)] Ss Items for Discussion. 4.D. Purchase One 2019 Vermeer® SC362 Stump Cutter from Vermeer® Midwest of Aurora, Illinois. Alderman Brown asked if the City had purchased another stump cutter last year, and Mr. Flatter estimated that one was purchased about three or four years ago. That one is a larger machine pulled around by a pickup truck and used for typical parkway applications but is difficult to use in heavily wooded or swampy areas, This new stump cutter would replace one that currently attaches to a Bobcat (that also ties up the Bobcat which could be used for other purposes) and is a smaller, independent machine that can operate in tighter quarters. Alderman Short made a motion, seconded by Alderman Ligino-Kubinski to approve. Roll call found the vote unanimous for approval. Voting Yea: Aldermen Beifuss, Brown, Dimas, Hallett, Ligino-Kubinski, and Short. Voting Nay: 0. 5.A. John M. Yancey DDS Family Dentistry, 1033 S. Oak Street, Carriage Walk Removal & Restoration. Mr. Flatter explained that there is a private carriage walk in the City’s parkway in front of Dr. Yancey’s office, which staff desires to remove and restore the area with top soil and sod as part of the 2019 Roadway Rehabilitation Project. A majority of the private carriage walk is uneven and unsafe because the top of the walk has settled one- to two-inches below the elevation of the back of the curb, and it is comprised of uneven sidewalk squares along with a depressed curb. Following discussion, the Committee proposed that Mr. Flatter discuss with Dr. Yancey the option to keep the private carriage walk if he agrees to pay for its replacement and indemnify the City against any future legal responsibility as well. 6. Unfinished Business. None. op New Business. Alderman Dimas asked if it would be possible to get the last couple unfinished alleys scheduled to be completed. Mr. Flatter explained that every year staff reviews the Capital Improvement Program (CIP) and looks at the possibility of putting them back on the schedule, but based on revenue and expenditures it is one of the projects that continues to be pushed back for more pressing projects. The two alleys of highest concern both require total reconstruction, which would cost roughly $300,000.00 combined. If the Committee chooses to make those alleys a priority, they can be incorporated into the CIP, but in doing so other street projects will be affected. 8. Reports from Staff. A. Elm Road Rehabilitation Project. Mr. Flatter updated the Committee on the progress of the Elm Road Rehabilitation Project. Following various attempts, five properties remain unwilling to sign quitclaim deeds to turn their easements over to the City. The rest of the neighbors are all eager for the project to commence. The area to be resurfaced has been adjusted to exclude those areas in which quitclaim deeds could not be obtained with some signage to be added for safety, which the agreeable neighbors are satisfied with. The plans are in the process Infrastructure Committee Meeting March 7, 2019 Page 2 of 3 ===== PDF PAGE 4 ===== [Extraction: OCR (rendered-page OCR)] of being finalized and will bid for a May approval by City Council. Should the remaining properties sign the quitclaim deeds prior to the beginning of construction the plans can be adjusted to include their properties in the project. B. Washington Street Road Closure Plan. Mr. Flatter explained the planned road closures to complete the Washington Street Reconstruction Project while following IDOT standards, which would take place over four phases. Following discussion, the Committee agreed this plan was acceptable. 9. Adjournment. 8:06 P.M., Alderman Dimas made a motion to adjourn, seconded by Alderman Hallett. Motion was unanimously approved by voice vote. Respectfully submitted, Ashley Heidorn Administrative Assistant of Public Works Infrastructure Committee Meeting March 7, 2019 Page 3 of 3 ===== PDF PAGE 5 ===== [Extraction: OCR (rendered-page OCR)] CITY OF WEST CHICAGO INFRASTRUCTURE COMMITTEE AGENDA ITEM SUMMARY AGENDA ITEM NUMBER: 2 5 A. COMMITTEE AGENDA DATE: May 2, 2019 COUNCIL AGENDA DATE: N/A ITEM TITLE: 2018 Sanitary Sewer Evaluation Survey Report STAFF REVIEW: Robert E. Flatter, P.E., Director of Public Works SIGNATUR APPROVED BY CITY ADMINISTRATOR: Michael L. Guttman SIGNATURE ITEM SUMMARY: In February of 2018, City Council approved a contract with RUN Group, Inc. (RUN) to evaluate a portion of the City’s sanitary collection system located within the northern portion of the Hillside Addition Subdivision, generally described as the area between Joliet Street and Illinois Route 59 (Neltnor Boulevard), and between Brown Street and Forest Avenue; and the Fair Meadows Subdivision, the area between Joliet Street and Bishop Street, and between Forest Avenue and Augusta Avenue. RJN conducted manhole mapping and inspections, smoke testing, cleaning and televising, and dye testing of the entire sanitary collection system within the study area. A copy of RJN’s 2018 SSES Report is attached and will be made available for viewing on the City’s web site. The 2018 SSES study area is mainly residential containing several older sewer lines in both the street and backyard easements. These sewer lines are made of various materials including clay, concrete, and polyvinyl chloride (PVC). The older infrastructure in this area is in need of significant rehabilitation work, including sewer lining, point repairs, lateral connection grouting and lining, and manhole rehabilitation. Most defects were located in the public portion of the sewer mains. Given the large amount of rehabilitation work that was identified in the 2018 SSES (i.e., total estimated rehabilitation cost of $2,023,735.00), and the limited rehabilitation funds annually budgeted (i.e., approximately $600,000.00), RUN recommends that the City complete high priority rehabilitation sewer segments first, and the medium and low priority sewer segments in future years. Staff supports RJN’s recommendations for repair and rehabilitation of all City owned infrastructure as outlined in its Report. ACTIONS PROPOSED: Approve and accept the recommendations outlined in RJN’s 2018 SSES report and direct staff to plan for and contractually complete recommended rehabilitation work as determined appropriate by staff and as allowed by budget. COMMITTEE RECOMMENDATION: ===== PDF PAGE 6 ===== [Extraction: OCR (rendered-page OCR)] March 2019 City of West Chicago Fairmeadows and Hillside Central Sanitary Sewer Study ryngroup Final Report 200 W. Front Street * Wheaton, Illinois 60187 * 630.682.4700 * www.rjn.com ===== PDF PAGE 7 ===== [Extraction: OCR (rendered-page OCR)] TABLE OF CONTENTS ===== PDF PAGE 8 ===== [Extraction: OCR (rendered-page OCR)] TABLE OF CONTENTS 1, EXECUTIVE SUMMARY Program Overview... Results siscaisasasacses Gravity Sewer to the Treatment Plant. Recommended Plan ........:ccesesesseesseseeeees Recommended for Rehabilitation... Additional Sewer Rehabilitation Private Sector Recommendations ... Public Sector Rehabilitation: Costca:issicsisicscvecosestorsesicsssonreiebarssaneasnsssseanwpstenseasigedavnssedsony 2. INTRODUCTION Background/Objectives 2018 Study Area ...esseeee Gravity Sewer to the Treatment Plant... Project Approach Definitions and Abbreviations... 3. FIELD INVESTIGATIONS System Survey and GIS... Smoke Testing ... Public Relations.. Field Data Collection Manhole Inspection Sewer Televising Field Investigations Smoke Testing Results ..... Manhole Inspection Results Sewer Televising Results.. Quantification... cee Defect Flow Rates 5. CONCLUSIONS AND RECOMMENDATIONS Conclusions... Recommendations ... rjngroup ===== PDF PAGE 9 ===== [Extraction: OCR (rendered-page OCR)] Public Sector Reliable tonsa saississesscessicctsiiissacsaiccacyiauavessusiuceapiahavognavaecabamaubsbaataaculonbbes Private Sector Rehabilitation... Rehabilitation Costs LIST OF TABLES Table 1-A: Table 1-B: Table 1-C: Table 4-A: Table 4-B: Table 4-C: Table 4-D: Table 5-A: Table 5-B: Table 5-C: 1* Priority Cost Summary 2 Priority Cost Summary .. 3 Priority Cost Summary...... Smoke Testing Defect Summary... Manhole Inspection Defect Summary Point Repair Summary \/| flow Breakdown for Each Type of Defect Rehabilitation Cost Summary — 1* Priority Items. Rehabilitation Cost Summary — 2™ Priority Items Rehabilitation Cost Summary — 3“ Priority Items .... LIST OF FIGURES Figure 1-A: Figure 2-A; Figure 3-A: Figure 4-A; Figure 4-B: Figure 4-C: Study Areas Fairmeadows and Hillside Central Study Area Manhole Diagram with Related Defects Public and Private Distribution ..... Public Sector Defects ... Private Sector Defects List OF APPENDICES Appendix A — Exhibits Exhibit 1: Study Areas by Year Exhibit 2: 2018 SSES Study Area Exhibit 3: Smoke Tested Segments - North Exhibit 4: Smoke Tested Segments - South Exhibit 5: Smoke Tested Observations — GRID A1 Exhibit 6: Smoke Tested Observations — GRID A2 Exhibit 7: Smoke Tested Observations — GRID B1 Exhibit 8: Smoke Tested Observations — GRID B2 Exhibit 9: Smoke Tested Observations — GRID C1 Exhibit 10: Manhole Inspection Status — North Exhibit 11: Manhole Inspection Status — South Exhibit 12: Manhole Rehabilitation Recommendations Exhibit 13: Manhole Rehabilitation Recommendations Exhibit 14: Sewer Televising — Point Repairs — North Exhibit 15: Sewer Televising — Point Repair — South Exhibit 16: Sewer Televising — Lining Priority — North Exhibit 17: Sewer Televising — Lining Priority — South rjngroup ===== PDF PAGE 10 ===== [Extraction: OCR (rendered-page OCR)] Appendix B — Public Relations and Safety Smoke Candle Safety Data Sheet General Letter to Residents (English & Spanish) Smoke Testing Letter to Residents (English & Spanish) Smoke Testing Door Hangers (English & Spanish) NPR Letter to Residents Appendix C — Defect and Recommendation Tables Smoke Observation Summary Manhole Recommendations TV Recommendations Appendix D — Smoke Testing Photo Summary rjngroup ===== PDF PAGE 11 ===== [Extraction: OCR (rendered-page OCR)] 1.ExecutiveSummary SECTION1 EXECUTIVE SUMMARY rjngroup Ergireehing infrastructure for tomorrow ===== PDF PAGE 12 ===== [Extraction: OCR (rendered-page OCR)] EXECUTIVE SUMMARY The City of West Chicago initiated a sanitary sewer evaluation survey (SSES) to investigate the causes of the high infiltration and inflow (I/l) in the gravity sewer areas located within the Fairmeadows and Hillside Central neighborhoods. The project limits are bounded by Roosevelt Road to the South, Neltnor Boulevard to the East, Joliet Road to the West, and Brown Street to the North. It was found on investigation that various sources of |/! exist in these areas. These sources and their recommended rehabilitation are detailed in this report. PROGRAM OVERVIEW e In 2009, the City initiated a flow monitoring study to quantify the response of the sanitary sewer system to rain events and to provide recommendations for a sewer system rehabilitation program. e In 2010, RJN Group, Inc. completed a comprehensive SSES in the highest priority areas, tributary to Lift Stations 1 and 4. e In 2011, RJN completed an SSES for all remaining areas identified to be top or high priorities, which were tributary to Lift Stations 5, 7, 9, and 12. e In 2013, RJN surveyed a large portion of the City in the gravity sewer area that was identified as medium priority, including many of the older parts of the City. The area studied is northwest of the intersection of Rt 59 and Washington Street. e In 2014, RJN continued surveying in the gravity sewer area, picking up areas adjacent to the 2013 study. The 2014 SSES Study Area is comprised of four (4) areas, with the bulk of the sewer area bounded by Ingalton Avenue to the east, Aurora Street to the west, Grand Lake Boulevard to the north, and Washington Street to the south. e |n 2016, RJN continued surveying in the gravity sewer area bounded by Roosevelt Road to the South, EJE Railroad Tracks to the East, Town Road to the West, and Washington Street to the North. e For the 2018 SSES projects, the City had requested RJN Group to focus on the Fairmeadows and the Hillside Central neighborhoods. The objectives for this study were to identify sources of I/I in the study area and provide recommendations for sewer rehabilitation and cost-effective |/I removal. Exhibit 1 in Appendix A and Figure 1-A, on the following page, shows the areas that have been previously investigated. rjngroup ===== PDF PAGE 13 ===== [Extraction: OCR (rendered-page OCR)] FIGURE 1-A STUDY AREAS City of West Chicago. ; it Sanitary Sewer Study Areas | I! Forwpitie ts @P 2016 sses af! 2018 sses rjngroup ===== PDF PAGE 14 ===== [Extraction: OCR (rendered-page OCR)] RESULTS Gravity Sewer to the Treatment Plant (Fairmeadows & Hillside Central Study Area) This sanitary sewer evaluation survey was a multifaceted investigation which included smoke testing, manhole inspection, and sewer televising. Field data was evaluated to quantify the |/I contribution for each type of defect. Approximately 205,836 gallons per day was quantified in this study. This flow value is an estimated peak inflow for a 1 year, 1 hour storm event. The 2018 SSES study area contains several older sewers in backyard easements and in the street. About 63% of the sewers inspected were vitrified clay pipe (VCP), 18% were concrete pipe (CP), 16% were Polyvinyl! Chloride (PVC), and the remaining 3% were Truss. About 87% of the inspected manholes were precast concrete, 10% were concrete block and about 3% were brick. The older infrastructure in this area is in need of significant rehabilitation work, including sewer lining, point repairs, lateral connection grouting and lining, and manhole rehabilitation. The defects identified were primarily within the public sector, contributing 82% of identified |/I flow. RECOMMENDED PLAN Recommendations for Rehabilitation The 2018 SSES has identified a significant amount of rehabilitation work that will need to be completed. Due to the outstanding work from previous study areas, it is recommended that the City prioritize rehabilitation efforts. Based on the findings from field investigations, RIN recommends that the following 1* priority rehabilitation work: e Perform point repairs on eleven (11) sewer segments identified in the 2018 SSES area, as further described in Section 4. e Perform lining for approximately 6,102 linear feet of sanitary sewer in the 2018 SSES area that requires rehabilitation. This includes all 1* priority sewer segments that require lining. Additional Sewer Rehabilitation It is recommended that the medium priority lining work, along with any non-critical manhole rehabilitation be deferred until all SSES work has been completed in the older part of the City, and rjngroup 1-3 ===== PDF PAGE 15 ===== [Extraction: OCR (rendered-page OCR)] the critical rehabilitation has been completed. Once all critical items have been identified and corrected, the City can complete 2" priority rehabilitation that is not as critical. The following recommendations are considered 2" priority: e Perform the necessary manhole rehabilitation for manhole defects identified during smoke testing and manhole inspection as described in Section 5. e Perform lining for 14,384 linear feet of sanitary sewer in the 2018 SSES that is of medium and low priority for lining. e A lateral grouting and T-lining program should be considered for laterals with severe separation from the mainline. Private Sector Recommendations Based on the findings from field investigations, RIN Group recommends that the following private sector work be performed: e Require installation of sealed caps on the five (5) cleanouts with missing or broken caps. All other private sector defects are not recommended for rehabilitation at this time. After the public sector items and the cost-effective private sector items have been addressed, the City may consider a lateral lining program. Defective cleanouts that did not have defective caps are not recommended for rehabilitation, as cleanout riser repairs are not considered cost-effective. Public Sector Rehabilitation Cost Table 1-A shows the costs associated with the 1* priority defects. The total cost to repair the 1* priority defects is $388,920. Table 1-B and Table 1-C show the estimated cost to repair the 2" and 3" priority items. Estimated costs should be used for planning and budgeting purposes only. rjngroup 1-4 ===== PDF PAGE 16 ===== [Extraction: OCR (rendered-page OCR)] TABLE 1-A 1** PRIORITY COST SUMMARY Unit Rehab Total Rehab Recommended Rehabilitation Unit Quantity Cost Cost Point Repair 6'-10' nah $13,000 $143,000 Sewer Lining, 8" 5734 $40 $229,360 Sewer Lining, 10" 368 $45 $16,560 SUB-TOTAL: $388,920 Pipe Rehab TABLE 1-B 2"? Priority Cost Summary Unit Rehab Total Rehab Cost Cost Seal and Adjust Manhole Frame $1,450 $18,850 Replace Frame & Cover $1,850 $3,700 Cementitious Coating $180 $18,360 Grout Wall Joints $650 $3,250 Grout Bottom 18" $750 $2,250 Add Barrel Section $4,000 $4,000 Repair Bench & Trough $1,000 $5,000 Replace Bench & Trough $1,500 $3,000 SUB-TOTAL: $58,410 Sewer Lining, 8" $40 $318,360 Sewer Lining, 10" $45 $100,845 Sewer Lining, 33" $190 $405,840 Sewer Lining, 42" $240 $491,520 Air Test and Grout Service $700 $87,500 T-Liner, 5' $3,000 $108,000 SUB-TOTAL: $1,512,065 Recommended Rehabilitation Unit Quantity Manhole Rehab Pipe Rehab TABLE 1-C 3" Priority Cost Summary Unit Rehab Total Rehab Recommended Rehabilitation Unit Quantity can Cont Repair Cleanout Riser 7 $2,500 $17,500 Replace Cleanout Cap 5 $50 $250 T-Liner, Full Length 15 $7,000 $105,000 SUB-TOTAL: $122,750 1-5 ===== PDF PAGE 17 ===== [Extraction: OCR (rendered-page OCR)] SECTION2 INTRODUCTION 2.Introduction rjngroup Ergireeuinginfrastructure fortomorrow ===== PDF PAGE 18 ===== [Extraction: OCR (rendered-page OCR)] INTRODUCTION The City of West Chicago is located in the western suburbs of Chicago, Illinois along the west- central border of DuPage County. It is bounded on the west by Kautz Road and on the east by Prince Crossing Drive, with most of the City concentrated between Illinois Route 64 to the north and Roosevelt Road to the south. The City’s population was 27,182 in 2017, BACKGROUND / OBJECTIVES The West Chicago Public Works Department is committed to providing proper maintenance and upgrading the wastewater collection system and treatment facility. The City's objectives are to improve, maintain, and upgrade the collection system. In 2009, the City initiated a flow monitoring and lift station study to quantify the response of the sanitary sewer system to wet-weather induced inflow and infiltration (I/l). This study also provided recommendations for a sewer system rehabilitation program. Lift station service areas were divided and prioritized for further study based on the amount of I/I entering the system at various metered locations throughout the City. RJN Group (RJN) has completed a Sanitary Sewer Evaluation Survey (SSES) of the areas identified to be top or high priority (areas tributary to Sanitary Lift Stations 1 & 4 (2010 SSES), and 5, 7, 9 & 12 (2011 SSES)). RJN surveyed a large portion of the City that was identified as medium priority in the gravity sewer areas (2013 & 2014 SSES). RJN continued to survey gravity sewer areas in Alta Vista & Brentwood Courts neighborhoods (2016 SSES). These areas are described in the Executive Summary. Based on discussions with City staff, it was determined that the 2018 SSES projects would be focused on the Fairmeadows & Hillside Central neighborhoods and surrounding area. The 2018 SSES areas are shown in Figure 2-A. The objectives for this study were to find sources of inflow and infiltration in the study areas and to provide recommendations for sewer rehabilitation and cost-effective |/| removal. 2018 STUDY AREA The Fairmeadows & Hillside Central Area contains approximately 26,000 feet of sewer and 104 manholes. The project limits are bounded by Roosevelt Road to the South, Neltnor Boulevard to the East, Joliet Road to the West, and Brown Street to the North. rjngroup 4 8 ===== PDF PAGE 19 ===== [Extraction: OCR (rendered-page OCR)] In the flow monitoring study of 2009, it was recommended that smoke testing and manhole inspections be performed for this area. This recommendation was based on the flow monitoring data that exhibited an appreciable inflow response to the rain event on September 29, 2008, and on the age of the sewers. A large portion of the sewers that run by gravity to the treatment plant are clay pipes that were constructed over 50 years ago. FIGURE 2-A Fairmeadows & Hillside Study Area Tiyel Wout Olenya Ik a RUN 2018 Study Avoa a ‘Wost Cricago City Jouncary 2018 aay Decombor 2022 ===== PDF PAGE 20 ===== [Extraction: OCR (rendered-page OCR)] PROJECT APPROACH Initially, the manholes were surveyed with a survey grade (sub-centimeter) GPS system. Once the manholes were located, numbered, and entered into the GIS, the SSES was performed. Field surveys undertaken as part of this study included: e¢ Manhole Inspections to identify defects in manhole structures. Invert elevations were also taken of all pipes and the data was entered into the GIS. e Smoke Testing to locate sources of I/I through direct connections, cross-connections, and sewer system defects. ¢ Closed-Circuit Sewer Televising (CCTV) to evaluate the condition of the pipes. DEFINITIONS AND ABBREVIATIONS This section contains definitions and abbreviations commonly used throughout this report. 1-Year / 1-Hour Storm - a storm event that produces 1.18 inches of rain in a 1-hour period and is expected to occur once in any given year. Direct Cross Connection — a connection of a collector of storm water, e.g. storm inlet to the sanitary sewer main line, mahole, or building lateral. GIS — Geographical Information System. GPD - gallons per day. GPM ~ gallons per minute. MGD-million gallons per day GPS — Global Positioning System. Indirect Cross Connection — the storm sewer is not directly connected to the sanitary sewer main line or building lateral, but there are leaks in both storm sewer and the sanitary sewer allowing storm water to migrate to the sanitary sewer. Infiltration (as defined by USEPA) - the water entering a sewer system and service connections from the ground through such means as, but not limited to, defective pipes, pipe joints, service connections, service laterals, or manhole walls. ===== PDF PAGE 21 ===== [Extraction: OCR (rendered-page OCR)] Inflow (as defined by USEPA) - the water discharge into a sewer system, including service connections, from such sources as downspouts; sump pumps; cellar, yard, and area drains; foundation drains; cooling water discharges; drains from springs and swampy areas; manhole covers; cross connections from storm sewers, combined sewers, or catch basins; storm waters; surface runoff; or drainage. Inflow and Infiltration (I/l) - the extraneous clean water from rainfall that enters the sanitary sewer system that can be eliminated on a cost-effective basis. Sanitary Sewer Evaluation Survey (SSES) - the study of a sanitary system through various investigation techniques, to identify sources of extraneous rainwater that are entering the sewers. These investigations may include flow monitoring, smoke testing, dye testing, television inspection, manhole inspection, and flood prevention inspection. WWTP — City of West Chicago Regional Wastewater Treatment Plant RDII = rain derived inflow and infiltration rjngroup 2-4 ===== PDF PAGE 22 ===== [Extraction: OCR (rendered-page OCR)] Wy Zz O j= < : 6 or = YW) cl: 2 c | _ a a) I - LL ===== PDF PAGE 23 ===== [Extraction: OCR (rendered-page OCR)] FIELD INVESTIGATIONS Various field investigation methods were performed by RJN for the City of West Chicago to evaluate the condition of the sanitary sewer system. The objectives of these investigations were to identify and confirm sources of |/I entering the sewer system. SYSTEM SURVEY AND GIS Before commencing with the sanitary sewer evaluation methods, the manhole structures in the study areas were surveyed with a survey grade (sub-centimeter) GPS. A preliminary GIS was provided by the City with the general locations of each structure, pipe information, and connectivity. The structures were numbered with input from the City and entered into a GIS with their surveyed coordinates. The general location of the structure as well as the type of structure can be identified through the numbering system. As an example, consider Manhole 410100129. The first digit indicates the township in which the structure is located. For this project, the study area is located in the Winfield Township which is represented with a “4” (Wayne Township would be represented with a“1”), The next two digits indicate the quarter section in which the structure is located. The fourth digit specifies the type of structure that is being numbered. All sanitary structures are represented with a “1”. The next five digits are given to structures in sequential order, beginning with 00001. SMOKE TESTING Smoke testing was used to detect I/| sources, which are also referred to as defects. Smoke testing is a cost-effective SSES method for detecting private and public inflow sources. Private defects in the sanitary sewer may include downspouts, laterals, area drains, and defective cleanouts. Public defects may include storm sewer cross-connections, sanitary mainline cracks, and sanitary manhole leaks. Public Relations During the week prior to smoke testing, the City sent out notification letters to residents and business owners. These letters explained the purpose of the smoke testing, ways to avoid getting smoke in the home, and what to do if smoke did get inside of a building. In addition, RJN field crews distributed door hangers to each address 24 to 72 hours prior to smoke testing and made face-to-face contact with the commercial property owners and managers in the area. Letters were rjngroup a4 ===== PDF PAGE 24 ===== [Extraction: OCR (rendered-page OCR)] provided in English and Spanish. The West Chicago Fire Department and Police Department were notified by email on a daily basis of when and where the crew would be smoke testing. Additionally, prior to cleaning and televising, the city distributed door hangers to residents and business owners. These letters explained the purpose of sewer cleaning and televising, ways to avoid getting odors in the home, and how to prevent any inconveniences caused by the pressure changes in the sanitary sewer. A copy of all letters to residents and all door hangers used are shown in Appendix B. Field Data Collection RJN conducts smoke testing using the “dual blower” method. Dual blower smoke testing consists of placing one blower on the upstream manhole and one on the downstream manhole of a sewer segment and blowing a non-toxic air/smoke mix into the sewer segment. The smoke used for testing was Superior® Smoke. The safety data sheet (SDS) for this smoke is provided in Appendix B. The presence of smoke was recorded if it was observed at any of the following locations: (eee a oy e Manhole (frame seal or pickhole) Along the sewer main e Downspouts (underground or disconnected) e Area drains (driveway, yard, or stairwell) Cleanout Foundation drain Building service lateral Window well } . satin ae Cross connections with the storm — sewer (storm inlets and manholes) Smoking Service Lateral It is important to note that varying soil and groundwater conditions can affect the results of smoke testing. Testing was conducted during dry weather to allow for a higher probability of finding defects. Positive findings during smoke testing definitely indicate the presence of |/! sources. Negative findings, however, may not mean that I/I sources do not exist. Smoke coming from the curb, sidewalk, or the front, side or rear yard of a house can indicate a building lateral or a main line defect. Localized smoke near a building foundation wall could indicate shearing of the lateral pipe; whereas smoke across the entire foundation wall more typically indicates a connected foundation drain. Smoke from a gutter may mean a downspout connection to the sanitary sewer. A disconnected downspout is an uncapped or unsealed connection to the sanitary sewer where the downspout discharge has been removed, but the rjngroup ===== PDF PAGE 25 ===== [Extraction: OCR (rendered-page OCR)] piping into the ground remains open to the sewer. Area drains can be located in yards, patios, stairwells, driveways, or parking lots. Smoke directly above the sewer line often indicates a main line defect or a service lateral defect. A storm manhole or catch basin smoking indicates a possible cross connection between the storm and sanitary sewer, or even a storm inlet directly connected to the sanitary sewer. Smoke testing results were entered into an electronic form in the field by use of software and collection devices called GATAR (Geospatial Advanced Transmitter and Recorder). Data collected for each smoking defect included the type of defect, the address for private sector defects, the drainage area contributing to each defect, and the overall smoke intensity observed. Each defect location was acquired using a GPS antenna internal to the electronic handheld device. In addition, each defect was documented with a photograph, which was linked to the segment ID (upstream to downstream manhole), address, and description of the defect. The data collected was uploaded into a database and GIS server at the end of each workday and was then further analyzed with proprietary flow quantification software to complete the data analysis. All I/I flowrate calculations are based on the 1 year —1 hour storm event, which equates to about 1.18 inches of rain per hour. Each inflow source used an estimated drainage area to calculate the flow using the rational method. The flowrates shown are peak flowrates for the given storm event. The smoke tested segments are shown in Exhibits 3 and 4 in Appendix A. Approximately 26,000 feet of sewer was smoke tested. ryngroup ===== PDF PAGE 26 ===== [Extraction: OCR (rendered-page OCR)] MANHOLE INSPECTION Manhole inspection is a way of visually checking the condition of manholes in a system to see if there are potential sources of I/I that may need rehabilitation. Surface manhole inspections involve assessing all parts of the manholes that are visible from the surface, as shown in Figure 3-A. Location and inspection of all manholes in the study areas included the following: ¢ Location and identification number ¢ Potential for ponding or sheeting on manhole cover e Cover type, fit, description, distance above or below grade, evidence of inflow e Frame adjustment, seal, evidence of inflow ¢ Corbel construction, condition, evidence of inflow e Wall construction, condition, evidence of infiltration e® Bench / trough construction, condition, deposition, evidence of infiltration e Surcharging or evidence of surcharging e Indication of groundwater level FIGURE 3-A MANHOLE DIAGRAM WITH RELATED DEFECTS FRAME / COVER / a ADJUSTMENT RING 1, Pick Holes 2. Cracked/Broken Cover 3. Frame Seal - Missing = 4, Frame Seal - Deteriorated S iL r4 4 Zz Q BENCH / TROUGH iy 1, Cracked s 2. Deteriorated a ic = as Data was recorded on a mobile data collection unit with mapping grade GPS. Of the 104 manholes visited, 102 had surface inspections, 1 was surcharged, and 1 had a seized cover. The manhole inspection locations and inspection status are shown in Exhibit 10 and 11 in Appendix A. rjngroup 3-4 ===== PDF PAGE 27 ===== [Extraction: OCR (rendered-page OCR)] SEWER TELEVISING Internal inspections of sanitary sewer mains in the study area were performed by Natural Power Redding. Approximately 25,050 linear feet of sewer were televised for the study. A summary of inspection results is given in Appendix C. Televising the entire sanitary sewer system provides the following benefits: e Identification of condition of the : __ 4 sewer, whether rehabilitation is Point Repair in segment 410100148-410100149 required and how urgently the repair is needed. e Identification of any connections from storm laterals (catch basins and inlets). e Identification of sanitary connections, whether they are active or plugged, and the condition of break-in connections, including broken pipe and visible |/I. e Identification of defects that are cost-effective to repair. rjngroup 3-5 ===== PDF PAGE 28 ===== [Extraction: OCR (rendered-page OCR)] SECTION4 RESULTS 4.Results rjngroup Ergineeting infrastructure for tomorrow ===== PDF PAGE 29 ===== [Extraction: OCR (rendered-page OCR)] RESULTS FIELD INVESTIGATIONS Smoke Testing Results Smoke testing identified several defects within the study area. Exhibits 5 through 9 in Appendix A show each defect at their respective GPS location. The most significant defects identified were sanitary manholes, lateral defects, and defective missing or broken cleanouts. In total, fifty-six (56) defects were identified in this study area. Smoke from sanitary manholes was a prevalent Service tateral public sector defect identified in this area with nine (9) defects. Sanitary manholes will generally leak where the manhole frame meets the manhole adjustment. Defective manhole frame seals have the potential to be large sources of |/I, especially when located in low-lying areas. There were fifteen (15) sanitary lateral defects identified in the area. Sanitary laterals are similar to sanitary sewers in that they have joints that often leak. These defects can be significant sources of |/| where laterals cross under a storm sewer or a storm ditch. Lateral defects are costly to rehabilitate and should not be considered for rehabilitation at this moment. When the cost- effective defects have been addressed, the City may evaluate the need for a private sector rehabilitation program. Laterals can be better evaluated with lateral television inspection. Five (5) cleanouts were found to have missing or broken caps. The cleanouts with missing or broken caps are considered an “easy fix”. The costs associated with replacing the caps are minimal and are a cost-effective way of removing excess flow. Defective cleanouts, where the smoke indicates a problem with the cleanout riser or connection to the lateral, are not considered cost- effective to repair and are not recommended for rehabilitation at this time. Suspect defects were also identified during smoke testing. Non-smoking vent stacks would require further investigation to better determine whether they require any type of rehabilitation. This would typically entail an inspection of the sewer connections. Normally, a non-smoking vent stack is an indication of a blockage (usually leaves/debris) within the pipe. Smoking building interiors rjngroup i ===== PDF PAGE 30 ===== [Extraction: OCR (rendered-page OCR)] could indicate a defect, such as a sump pump or a dried-up drain trap (not a defect). A summary of the smoke testing results is shown in Table 4-A. TABLE 4-A SMOKE TESTING DEFECT SUMMARY Source Description Quantity Range of Peak Flows Average Peak Flow Total Est. Peak per Defect (GPM) _ per Defect (GPM) Flow (GPD) Private Sector Lateral 15 1,0-3.0 1.66 35,864 Cleanout, Defective 10 1.00 10,080 Cleanout Missing/Broken Cap* 5 0,0 - 1,22 0.52 3,744 Suspect Non-Smoking Vent Stack 16 Suspect Building Interior 4 Public Sector Sanitary Manhole** 9 1.0 1.00 12,960 *Each inflow source used an area calculation to determine the flow **Manhole defects were quantified as part of the Manhole Inspection Quantification Manhole Inspection Results The surface manhole inspections revealed several manhole defects, the most prevalent of which were frame seals and cracked or leaking walls. Eighty-seven (87) of the manholes inspected had precast concrete walls, ten (10) had concrete block walls and three (3) had brick walls. The older concrete block and brick manholes often require cementitious coatings due to the infiltration at each joint. A summary of the manhole inspection results is shown in Table 4-2. Detailed inspection results and recommendations are given in Appendix C and displayed in Exhibits 12 ad 13 in Appendix A. MH 415100124 Some manholes in the study area have been affected by minor hydrogen sulfide corrosion. Hydrogen sulfide will eat away at the manhole wall, and expose the aggregate layer. This is common in many of the concrete block manholes, as well as the precast manholes. rjngroup ===== PDF PAGE 31 ===== [Extraction: OCR (rendered-page OCR)] TABLE 4-B MANHOLE INSPECTION DEFECT SUMMARY Est. Peak Estimated Flow Total Est. Flow per Rehab % Removed by Rehab Riantions stack REL) Defect ayes ae Effectivness (Low - High) (cpm) (gpd) Public Sector Seal & Adjust Frame 35 0.5 25,200 70-90 17,640 22,680 Wall Deterioration 16 0.7 16,128 Pipe Seals 3 id 6,480 70-90 4,536 5,832 Bench & Trough Deterioration 3,024 70-90 2,117 2,722 TOTAL FLOW 24,293 31,234 Sewer Televising Results CCTV inspection revealed several sewer segments contained fractures, breaks, and visible |/I that will need rehabilitation. Defects were identified primarily in segments made of VCP. Many of the clay pipes will require lining and point repairs to rehabilitate the sewer in this study area. A detailed list of significant defects and rehabilitation recommendations from the sewer televising results is presented in Appendix C. The Action: inbliration ti eats F CCTV recommendations including lining priority are shown graphically in Exhibits 16 and 17 in Appendix A. TV Review summary: e 11 Point Repairs were found. e Approximately 6,102 linear feet of sewer is considered high priority for lining. « Approximately 14,272 linear feet of sewer is considered medium priority for lining. ¢ Approximately 112 linear feet of sewer is considered low priority for lining. e Approximately 3,287 linear feet of sewer is PVC and is not recommended for lining. e 36 T-Liners are recommended for service laterals showing roots or structural damage at the connection points. T-liners are a type of cured-in-place pipe liner that rehabilitates the connection between the main sewer line and the lateral line, often shaped like the letter “T”. The T-liner is inserted into the main sewer line through a manhole, pulled to the lateral connection, then carefully positioned with a lateral camera. A launching device sends the long portion of the T-liner up the lateral, and the T-liner is inverted and cured. rjngroup 4-3 ===== PDF PAGE 32 ===== [Extraction: OCR (rendered-page OCR)] T-lining is a trenchless technology; however, longer T-liners require a cleanout to be present along the lateral for positioning and cleaning. e 125 Service grouts are recommended for laterals showing joint separation, or active infiltration. Lateral grouting is a method of sealing leaks in service laterals. Chemical grout is injected through a lateral packer to fill voids between the service lateral and the mainline. e 3-services are recommended for dye testing, to determine if they are active. e¢ 64 Mainline joints are recommended for grouting, due to joint separation. Mainline grouting is a method of sealing leaks in the mainline. e 1Spot Liner is recommended for segment 415100133:415100132 at 150 feet from the upstream manhole to deal with a root intrusion at the specified location. The locations of each of the eleven point repairs are outlined in Table 4-C. each repair is located at or near a service connection. Each point repair is also shown in Exhibits 14 and 15 Appendix A. TABLE 4-C POINT REPAIR SUMMARY USMH DSMH 1 410100128 410100129 154! from USMH 2 410100129 410100130 138! from USMH 3 410100138 410100139 118'FromUSMH 4 410100142 410100141 9' from USMH 5 410100148 410100149 —25' from DSMH 6 410100148 410100149 =—73' from USMH 7 410100159 410100160 181' from DSMH 8 410100159 410100160 = 85' from USMH 9 410100167 410100166 180' from USMH 10 415100120 415100119 56’ from USMH 11 415100137 410100165 _89' from USMH rjngroup ===== PDF PAGE 33 ===== [Extraction: OCR (rendered-page OCR)] QUANTIFICATION Quantification is the process of estimating excess wet-weather flow identified in field investigations. This process evaluates the relative contribution of various |/| sources to wet- weather flows in the sanitary sewer. Defect Flow Rates Defects identified during field investigations were assigned a standard array of flow values, based on observed or statistically derived values for a 1-year, 1-hour storm event. These flows were used to quantify the total flow that would be contributed by each type of defect during a standard rain event. Inflow defect flow values are derived using the drainage area and surface type, in order to calculate a peak runoff flowrate for the 1-year, 1-hour storm event. Defects from field investigations can be divided into two main categories — public sector defects and private sector defects. Public defects consist of any defect along the main sewer line including manhole frame defects, manhole structure defects, main line defects, and catch basin cross connections. Private defects include cleanouts, downspouts, area drains, laterals and foundation drains that contribute stormwater into the sanitary system. Public sector sources were identified by smoke testing, CCTV inspection, and manhole inspection. Private sector sources were identified with smoke testing. The resulting estimated flows from all the defects identified are presented in Table 4-D. TABLE 4-D 1/1 FLOW BREAKDOWN FOR EACH TYPE OF DEFECT Number of Average Flow per Defect ID Source Source Description Defects Defect (gpm Flow (gpd % of Total I/| CCTV Review Sanitary Mainline 1.50 155,004 75.3% Manhole Inspections | Sanitary Manhole 0.58 50,832 24.7% TOTAL: 205,836 81.7% Smoke Testing Cleanout Missing/Broken Cap 0.52 3,715 8.0% Smoke Testing Cleanout, Defective 1.00 10,080 21.8% Smoke Testing Lateral 1,50 32,400 70.1% TOTAL: 46,195 18.3% TOTAL IDENTIFIED I/I;_ 252,031 rjngroup 4-5 ===== PDF PAGE 34 ===== [Extraction: OCR (rendered-page OCR)] Results FIGURE 4-A PUBLIC AND PRIVATE DISTRIBUTION Overall, it was found that approximately 82% of identified |/1 was from defects in the public sector, including various manhole and mainline defects. The remaining identified I/I tabetha. flow was from private sector sources, including cleanouts and laterals. Figure 4-A shows the public and private sector breakdown of total I/I identified. Public Sources 82% FIGURE 4-B PUBLIC SECTOR DEFECTS Sanitary In the study area, the majority of defects identified were public sector defects. The most prevalent defects for this area were various sanitary manhole defects as well as mainline sewer defects. Figure 4-B shows the distribution of all public sector defect flows that were found. FIGURE 4-C PRIVATE SECTOR DEFECTS Private sector defects were identified through smoke testing. Various private sector defects pean are erenn oP were identified, including laterals and cleanouts. Smoke testing will only identify a limited amount of the private sector defects that exist in an area. Other investigations, such as lateral televising and_ building inspections, could identify additional private sector defects. Figure 4-C shows the distribution of all private sector defect flows that were found. rjngroup 4-6 ===== PDF PAGE 35 ===== [Extraction: OCR (rendered-page OCR)] Recommendations 5.Conclusions and SECTION5 CONCLUSIONS AND RECOMMENDATIONS rjngroup Ergireehuirg infrastructure fortomorrow ===== PDF PAGE 36 ===== [Extraction: OCR (rendered-page OCR)] CONCLUSIONS AND RECOMMENDATIONS CONCLUSIONS This sanitary sewer evaluation survey was a multifaceted investigation which included smoke testing, manhole inspection, and sewer televising. Field data was evaluated to quantify the I/I contribution for each type of defect. Some of the more noteworthy findings from field investigations include: e The distribution of identified I/I is approximately 82% public sector and 18% private sector. This project identified a relatively small amount of private defects. e Amajority of the 2018 study area contains VCP sewer mains. Many of these segments are troubled by offset pipe joints. e Faulty service lateral connections to the mainline sewer show soil and voids visible at the connection, some of which will need lateral grouting or T-Liner repairs. e Private sector sources such as leaking laterals and missing/broken cleanout caps were identified, but not in large quantities. All I/| sources identified through field investigations were quantified to calculate the total estimated |/I contributed by each type of defect. It should be noted that there is most certainly additional I/| in the system that was not identified, either because it was not visible at the time of inspection, or because the sources are private sector sources, such as sump pumps. RECOMMENDATIONS The following recommendations for reducing sources of I/| are based on the findings of this study. Public Sector Rehabilitation The majority of identified I/I in the study area was from public sources. It is recommended that the City address the identified public sector defects by performing the necessary rehabilitation as follows: e Perform point repairs sewer segments at eleven (11) locations. Point repairs are required for pipes with defects so severe that they cannot be lined. All point repairs for the study rjngroup ===== PDF PAGE 37 ===== [Extraction: OCR (rendered-page OCR)] areas are shown on Exhibits 14 and 15 in Appendix A. These point repairs are considered 1* priority. e Perform lining for approximately 20,380 linear feet of sanitary sewer that requires rehabilitation. This includes all high and medium priority sewer segments that require lining. e Also consider lining the 112 feet of low priority sewer, especially the segments located in backyard easements. Over time, these sewers will continue on the path of deterioration. e Lateral grouting should be considered for laterals with a separation from the mainline. ¢ Mainline grouting is recommended for mainlines showing joint separation. « T-lining should be considered for laterals with severe separation from the mainline, or laterals with severe root intrusion. Many of these lateral connections are beginning to show signs of soil being washed away from around the connection. ¢ Perform the necessary manhole rehabilitation for manhole defects identified during manhole inspection as described in Appendix C. A total of sixty-one (61) manholes will need rehabilitation in this area. Manhole rehabilitation is of lower priority than the 1° priority sewer rehabilitation, which include lining and point repairs, and may be postponed if budget requires. Private Sector Rehabilitation Smoke testing did not identify many private sector defects. However, it is recommended that the City require installation of sealed caps on the five (5) cleanouts with missing or broken caps. All other private sector defects are not recommended for rehabilitation at this time. After the public sector items and the cost-effective private sector items have been addressed, the City may consider a lateral lining program. Defective cleanouts that did not have defective caps are not recommended for rehabilitation, as cleanout riser repairs are not considered cost-effective. There are three services that are recommended for dye tracing to determine if they are active. REHABILITATION COSTS The 2018 SSES has identified a significant amount of rehabilitation work that will need to be completed. Because there is a large amount of rehabilitation work that should be done, it is recommended that the City of West Chicago prioritize rehabilitation efforts such that all 1" priority work is completed first, which includes the point repairs and high priority lining. From this study area, there are many sewer segments that require lining and point repairs. The medium and low priority lining and manhole rehabilitation, however, is not as urgent. It is recommended that manhole rehabilitation and other lining be postponed in order to keep the rehabilitation plan within the budget, and to complete all high and medium priority pipe rehabilitation. rjngroup 5-2 ===== PDF PAGE 38 ===== [Extraction: OCR (rendered-page OCR)] There were many lateral connections in the study area that have visible soil at the connection to the main line and have begun to show signs of soil being washed away from around the connection. These laterals should be considered for a lateral grouting and T-liner program. If the City decides to implement a lateral grouting and T-liner program, it is recommended that a large area be rehabilitated at once to reduce the cost for the program. Smoke testing identified cleanout and lateral defects. A detailed list of these private sector defects can be found in the smoke testing results table located in Section 4. It is recommended that only the cleanouts with missing or broken caps be addressed through enforcement action. The other private sector sources (lateral defects and cleanout riser defects) will remain on the list for future consideration if the City decides to pursue a private sector program. The following tables provide a cost estimate for the recommended rehabilitation work. All private sector costs are shown, but the only cost-effective action at this time is to replace the missing/broken cleanout caps. Costs presented in the following tables should be used for planning and budgeting purposes only. rmgroup ===== PDF PAGE 39 ===== [Extraction: OCR (rendered-page OCR)] Pipe Rehab Manhole Rehab TABLE 5-A REHABILITATION COST SUMMARY — 1* PRIORITY ITEMS Unit Rehab Total Rehab Cost Cost Point Repair 6'-10' 11 $13,000 $143,000 Recommended Rehabilitation Unit Quantity Sewer Lining, 8" 5734 $40 $229,360 Sewer Lining, 10" 368 $45 $16,560 SUB-TOTAL: $388,920 TABLE 5-B REHABILITATION COST SUMMARY — 2" PRIORITY ITEMS Unit Rehab Total Rehab Cost Cost Seal and Adjust Manhole Frame 13 $1,450 $18,850 Replace Frame & Cover 2 $1,850 $3,700 Cementitious Coating 102 $180 $18,360 Grout Wall Joints 5 $650 $3,250 Grout Bottom 18" 3 $750 $2,250 Add Barrel Section 1 $4,000 $4,000 5 2 Recommended Rehabilitation Unit Quantity Repair Bench & Trough $1,000 $5,000 Replace Bench & Trough $1,500 $3,000 SUB-TOTAL: $58,410 Pipe Rehab Sewer Lining, 8" 7959 $40 $318,360 Sewer Lining, 10" 2241 $45 $100,845 Sewer Lining, 33" 2136 $190 $405,840 Sewer Lining, 42" 2048 $240 $491,520 Air Test and Grout Service 125 $700 $87,500 T-Liner, 5' 36 $3,000 $108,000 SUB-TOTAL: TABLE 5-C REHABILITATION COST SUMMARY — 3 PRIORITY ITEMS Unit Rehab Total Rehab Recommended Rehabilitation Unit Quantity Goat Con > o - °o o 77) o — wo > i ao Repair Cleanout Riser each 7 $2,500 $17,500 Replace Cleanout Cap each 5 $50 $250 T-Liner, Full Length each 15 $7,000 $105,000 SUB-TOTAL: $122,750 rjngroup ===== PDF PAGE 40 ===== [Extraction: OCR (rendered-page OCR)] AppendixA-Exhibits APPENDIXA EXHIBITS rjngroup Engiteeuinginfrastructure fortomorrow ===== PDF PAGE 41 ===== [Extraction: OCR (rendered-page OCR)] Army Trail Rd City of West Chicago. Sanitary Sewer Study Areas, 2 3 % Klein 8° pu Hopsiayad turnmill Ln nescot Ln % Sy ulequNOW Forsythia Ln Whitney Rd, pu quem 4g soueayy Ye, Se 6s I Ay ysn307 AY SILION pu Pea, AY poomuay Ay puejpoom Diversey Pkwy, “Sark Dr Oak Ln Neither 4g auypaquily 431 eSoyeAna dq poomayey 4q a3egng dq suey pu ziney | P International'Dr* Toni St; iq 4ea)9nN 4g paemoy ® Harvester Rd 4g eurjouep 4g uaand 2eIW 4g jeuasnpuy Western Dr | Sip | l _Grand,Lake\Blvd y ¥ Ss YorkyAv) Downs Dr PY ssaly Geneva Rd ¢ Ongar pu Surssou: Ay yesuns aIUlld |b UT uoquay iq sauzay yD sayseys 9 8 3S Aaxela 9 Donald Av Bolles Av Barnes Av oop-op-op-o | Fabyan Pkwy Commerce? prise Blvd Pe ay preqqnHt RJN Study Areas 2010 SSES mM 2011 SSES 2013 SSES wm" 2014 SSES mE 2016 ssEs | 2018 SSES py Aeusay oy Carriage Wilson St - 5 N i f West Chi , IL a Sanitary Structures —— Force Main City of West Chicago, c.y' City Boundary v : Exhibit 1 —>— Gravity Main rag) Lift Station Service Areas V ar Ader ane \wwhe-panzural \OFFICE-11\WHEATON\PROJECTS \WestChicago IL\11321700 - WC 2018 SSES - Falrmeadows & Hillside Central\s.0 GIS\Map Documents\Map Documents - Exhibita Report ExhibIts\Ex 1 - West Chicage - Areas of Study (Iixi?}mxd > Date Printed: 12/17/2018 103:29 AM ===== PDF PAGE 42 ===== [Extraction: OCR (rendered-page OCR)] Nery a Crise eth Nene Cte eeogat prea wo str EaMGIn Steet 1g tast Man Steet_____ North Avenue 2 10738 ie oree set it 8 we ray wy learns (ane roup ‘ttas Orne fiaknank Orne West Hanthorne Lane wdieavon progstiny wrser Ore eterna Se Oheeseys West Chicago °" ‘wrehene wre bree Egst Washington Street i West Army Tra Road. Tanager Lane Paewage Ore sahery trot Lane shone OF ge? Blackwell Forest Preserve 8 oan pony oe West Branch Forest Preserve “oscars Oe Oeesey earn Timber Ridge West City of West Chicago, IL Exhibit 2 2018 Study Area December 2018 ===== PDF PAGE 43 ===== [Extraction: OCR (rendered-page OCR)] i > 3 xn 8 S t 3 oO fF ix x S F. FQ Weyrauch St ion Lge Lg E Ee S_ £0 SSS is on x - ff ak. | a) \ me Le s= Oy [os | lg o = : | 8 ps L. 4s "& 2 L& L fs i 2 \s : | | g | Bike © Bete = ae te ° H |g iS a 1 ay. ' s ay . if i] geek eee e ee | — rc} a = xr 1 ‘ o— | Be wy bea & = 2 =a | 4 | bis nv yg J - L A i . ie 2 Les | rk Re Eas : 7 | [2 Ke pos = ie fis | F x f y qo¢ FOL ‘ al Gee s fle | be gh se L | & 27: & ms | : 3 } = me 2 & L, E & FES IB: | oe |Beee. ? i . ~ is ee ai iS U Ee es a a at ea ws iS. ¢. 1s bt a lig 6 a S$ IB Sr & ler Nk | 2) 38 ei ge or 4 g is) rs ° ° 5 pS ee kb 2 p8 Sig Ps ie zg al Dern | ee 2) were --- — --- \ is HY aS 2, o a , 35 Ss. rey 3 ‘4 Cd a [i x SS eee | T) i S | 3 a [Es S fe a Ls) S 3 8 3 a! ft a "18 6 BS Eps (ee 4 Seo as Oe aes: ay SS SSS SES Se i be Hl! S 4 i Snes OOS Spates ee eS — bs fy } ---—---—---—---—- 1. cn, a Ws SSS SE aS me 1a PS) iS | Q a S ss S ny i © ees Oia ease - & Sy WS, -e 5 iS 8 3 | g S a LS S 3 8 S S| 3 2 ty L,- |. Nix ox y ty 2 §} S [3 ae vs ME 8 fl i Si fle le lz Hy 3 tt i ; 3 : , gl. Le [ess A 8 a |. Bi og |e 8 18 = | 7 oi 3 ri i [i Libs im | . wie 1] Lz a 8 ; i —— L 2 er ) fy SOBRE a |e : a ‘ te is S i pa aL Se fs : ® 2 “a BE L B rs iS 3&2 C3 3 . Ps S z L, Ss x ig 3 ml E £. = Ss L Bes i Ges aS Ls San 3 L i SEE z <3 2 I, Wi Lees Lo 2 “ Ns seal = oF _. As 5 = = fe \ Sea 8 ey Rae aS ES i Se a nie @ = i oa ® ie Es mS Le oars e 3 5 ai ~ Ss Es nS 3 8 e he Q X ly L =h = * . L. lo. i a SY, P =, e Bewe ' Ses | fele,' -@ & RS ma of N) eB | 3 aS Ll 1 a o : Oo ber} u L © eo Ne Ss Ete Lal] iE g = if 4 L . Bes WS Barber St S ie 3 t ie So & : : nv ft . oS Lae A 3 |. f Le a Cos 5 = Oo c @ cs — te sed SS 2a n- PART ow 09 Ss Le le = 2 8 1S 3 S| |G aa =! & |S ma 3 rR Sa . Lgl x ne 3 . ey ‘ia ees 2 £. | @ als 4 Bae i iS 3 8 fe: 3 4 Fa I 15 L [fe me jal FJ 3 ie 13 (68 [_ 8 LL. i Sin iy i el 7 : Boo Be es fe} dl it R R mm | Nn n = i { Smt a | [es = S a Be E* Vik id g i Bes i p LL ty if gt fy * oS ———————? )=—hrR "A Ee ices s 2 er | | iB ak ae: = ae i 18 esl 8 we |. | "Blakely St © i | \ ne ie o 3S en tics @ 3: | ff ig i sys | ' nt ; le ig of |S S 2 g a | i Fy fe = S : S Ls i Bese o a | § uw SES | sl Le a a | al Joe Le J a | ( Lv aie - qi: aaeaciies NS oi 8 P| _ ~& F S w wo ig \sp s Bish Rg i 2 | AO aS (eas o C L ES dT nO a= | SS = Be shop St ey ty ALS — a ry .- ie . SS ret LT oae (a, “BS Y = S11 BS StS ere ere ieee of _ oe : Log 8 ' e SS S&S S - SC esse ene ang : : —% > J ts | 5 ow So 1 a ye 4 oe SS = Gin 3 alg Be Ls oO Be 8: [IE ce 2. S it 8 | g < ) © il Ss = S ais | wo a w a oN = = s 2 i= ae = oa © LE | S wis w S i= RUERF = N ps) im. * 8 8178 lL. gs 8-[e bee be LE FSi 3 Ss oS 23h Ey = 4 a a's (ies i ua Ls| si Shs! L a i Log | ‘i ‘3 abs) sR 4 Lx eA fie So i g w 3 4 } w w Ss be o a, LS Ww Samm D Nn a kw: a a g jt me; Fe = & BL g Oe leh 8 & le & | @ y 5 ps— 3 Bes ES kg & r 8 Sk 2 © © \ i} Roe = LL i | 3 6 a rX} 8 2 4 J | tt GC xX Le es i fz a rk eA. ; & e | a > [eee Es [ea | | we, | if 8 8 »S 2 78 Le e @ = rine i L. is | Ls g 8 2) | & Bebe eee -& Syl 3.) Bhd) oR) Ey cee 5 ne SS es Hi 8 [ess [ees [ee ke [s [iss i [Re S i => [x ; Eee if ro) | @tepmeesis a . Ls | [e 7 a 7 H S q ie S Ss Ese Bom teem Sn te) S Sa = aoe: 7 nfs) S | \ L2 3 H an S & nS & Ss SK 3 aaa Co] ere tee ete pi - 3 ggivtelale Lg ¢ IB pee . : 5 mut =. By =| © & S s $$ i 1) am S) 2 1 NI S = 3 faa = r. ag 3 my a [8 2 © Le a pes ps I R i “4 a) ime & _ i Le pale le. fg 2, 43 5 Ly 4b Ly by Ly Ly by Ly | » iB 8 Lg Ha]. | » | & ole gabe eElk Bo. " i} B | i ie i L.. Lb Le Ee. pe as) i; Gas = = Pe 18 $ 2 8 Le 2 [& hi 138 P L ‘ EE ee L ne FS nN i) | = | a lc Fee bee we | & Pe fee es Bue Pe | eae i Ee i & S Sle [s,s 8 8 sae oa ae ne L » | pes 3 § 122) ( ~ 8 I L&_ [es [ee [= > ° a 8 8 y nn a = a x s 66h | F<) cE 2} e 1 fs a te [es es | | (ee Le Le Seine nj sd | £ S | GD G = as) 5 ere . . : £S es is | £L. 3 7] 2 ‘ 3 2 es |°: a =i) Soemeemeeeneates St. s \ oe — °°) aa ti : sy z SEN ay - © = i” bee fH 8 eee ee : : am |: - = | wo 8S Ba 3 3, i & Le. 8 wees =i 8 929 938_ | 933 940, 415100106 Ties = e | 928 _| im 933 943 941 a —! 234 246 933) “a i i 1001 10 100 1001 415100125 226 J a2 ta 4) 1000 415100129 —y 333 419 501 _| =“ “ae 936 | 48 | Hi 1005 1004 1 4005 1005 “I i] 1005 zl el a Glen Av 245 Hh a | toca] el =] 1009 1009 E | 1009) 1009 420 =.) ‘ood - ba | toned 1001 342 uaz) 2] 1000 | et ue] “| —- (415100105 Baas Al 1013 ) —— 416100070) ——_ N 1013 1013 Bl 1012 1005 1004 1005 i 1013 wid ‘oul 1005 -| =! al poe | to04 | 4 1004 | i 1016 / 1017 1016 1017 1009 1009 4100; 1009 1017 if 16 1017 = | t008 | ll zy 1008 | ¥ ii sooo _| — 100g] II 4. 415100124 4021 1021 1013 1013 1013 1012 1013 245 i ia] eee 3 1021 3 torz | sa bor | ates 1 1022 1021 10 20 rao] vat 1017 _! 10201] 415100128 1017 1016 1017 1017 to1s_| 1025 1025 4025 “Gri; Otel | el | 10 He | 1026 1025 1024 a | 1024 1024 102 1021 “i Ww) 1021 ot eel 1020 fo21—! 1021 —l) 1020° — | 1029 7029 102 ‘Oo. ei] 1020 | _! za | ay iq 1029 Weal 1025 el 1024 1025, 028 = 1029 = 1028 | itzalt Ha) 1025 =) 1025 za 1024 1032 sar 1033 to24 | ml 1024) 1032 1033 1032 4033 1029 "1028 1029 4028 a) 115100108 ort || 1029 ee | et 1034 =! gy | 1028 | =| 1033 54] 1037 1037 uel 1 103 1033 1032 el | : | Biss00lt2 1037 a _|rose | 1038 | 1033 1032,_| 1033 a) 1 1032 J 1037 1036 ty | 1 041 1044 | Dale Av ae 4 1041 1040 1040) 1041 1040] Wt] 1040 ool ee 415100127, 1101 eel al 1101 =) 1101 1100 1101 1101 1101 1101 100 1101 my 7 00 a | | “00 ad i 1101 | 1100 — q 2 | 1105 4105 415100132 104 e 1105 1105 Hi 1105 ~ el ay? _yro_d 1105 ay soa? 11085 | I =] a | 1104 =a] i | | ee s109—! 110: 1109 1108 1108 1109 1109 =110 1109 108 | aay i108_| =4109 “| na | “eal = & 1113 111 1113 ssa | 1 12 1113 1113] ab 14 Sa 1510. 1113 1113 pa "| a 157-65 Se — m2 | 1117 -_ 1117 117-65 ria f- “a 1117 1117 1117 16] 415100119, 1117 1116, ea 116 |} 117-65 1117 “2 1121 1120 Fe me | a) 1121 1 20 tat 4120” 4121 § 415100120 4131 el ci a ae > 112 bee | r120] 1125 1125 1125 m4 |) "28 ] 117-65 41 0121 S| — _s4_] 1124 | nd ‘415100126 1125 1129 1129 1128 1124 aay 2 rs =se 415100146 1 ey ty ES) “sf 415100130, 1415100131 at po = oes Augusta Av 415100110 / 256 ee, = 415100122 @ -—---—--- =e ss ~/ 260_/ 1201 1204 _11200_ | ae 7 105 264 1201 2se_/ 272 276 280 Saye] _i 20 a ey wot 1205 » 1205 i s8 sy 1205 1 204_| a | 1205 1 2033] 204 || 20204 105 ee roe 1209 =] =) 1209 1209 re) - 1209 SS 245 a | 1208_| all 1208 3} "Sete raat 1213) 1213 1205 aay 275 1213 1213 1212 1212 al 130 1216! ey _712_] 100 1217 1219 181 1219 J I 18 = 1219 a | “| 1210 | Se] 255 285 1223 1222 1223 _| 1222 1222 ° 4223 110 1220 f _ i223 1226 City of West Chicago, IL al rjngroup (P Smoke Tested Sewers 8 2018 Smoke Testing and Manhole Inspections The Choice for Cullection System Setubers City of West Chicago Manhole =——P=—— City of West Chicago Sewers ir Ven RJN Study Area 2018 City Boundary Ex 4 - Smoke Tested Segments - South December 2018 \whe- panunura \OF FICE-11\WHEATON\PROJECTS\WestChicage ML\21321700 - WC 2018 SSES - Fairmendows & Hillside Central\S.0 GS\Map Documents\Map Documents - Exhibits\Report Exhibits\Ex 2 and 5 - Smoke Tested Segments (11:17).mad - Date Printed: 12/17/2018 10:37:10 AM ===== PDF PAGE 45 ===== [Extraction: OCR (rendered-page OCR)] Jd 4 al 119 123 129 133~ 145 445 201 217 223 227 624! we 311 Tl aw a 110100189 Pomeroy St me & ) Sel ia ff . - a 635 306 106 | | o “ony ato | Rte Be 634) “Yl pe ke | 18 vad 12g tz] 88 tao] | aa] 8 g | ve “ | = i | ' | 636 5 =] | Z| 7 a] a a @ | = » ee saa |] Gs | ) eronanses ea | =) ie] gel =| i ad =| el] rea =) a a = | ae | stl 207231 237-243 4s 307 | H fe t 4 219 223 ' . H 646 647-53 125 129 133 137 144 | 145 H a H r Smoke Observations 119 | = | ' ' | | | 5 i 652 653 139 135 127 123 Ea] es el d 647, a | al ae i | pis | 1m j } SS ee as oe © Building Interior (BI) =a ts ee 2. CIES COOTER 6 — = a sorTm— © Cleanout, Defective (CO, Def) i | H @ Cleanout, Missing/Broken Cap (CO, M/B) J | \ | 700 | | | | | | H 110 110 = ; 7 J “ss =| 124 420 118 ! bh gal 136 144 204 208 @ Lateral (LAT) 702) 703, = | | H ce] 118 | | 710~=—S 708 el - { | wail 1 i f | ee @ Non-Smoking Vent Stack (NSVS) ct a a SS i ; S| § | ios ne ee \ 740 7s} 15 O Frame Seal Defect (FS) | 2 | | si \ ——— ! ee] ; | | = = 145 161 207 - ; | 3 | x 139, 133 ~ 129, = 125 121 105 145 eae | | Building Interior Parcels | ia | ‘| a | a 52 ” e | H = * — . | 105 727 = Ha 21 st | Private Defect Parcels 1 \ 3! i i 410100179 10100177, | Hazel St ————. i] B© | Legend H i CO, Def 1 1 ; bs a KS (410100176 | Ce) City of West Chicago Manhole i fe] re ie Det | | _ 410100174 : za] 410100175) J | | _ 142 138 fee1S4 yank 134 |" us —— | —P—— City of West Chicago Sewers | | } i | al = 740 | ial i | | { f+ RUN Study Area 2018 | ‘ =| } i 136 | = H 1 y7a2 747 ase } . | § =| a | ia is | City Boundary [NSVS] 140 136 7 == | | 1 743 437) 133—=C*133-—=S 121 & e | | | x i ! | =] 747 | i H ia 750 130 | whee | H 410100173 5 | 409100081 Lester St_£ > ————9 oh . 702 : — = H -— Fi 0 75 150 300 t H Feet | | i 1 805 - | a group } | t City of West Chicago, IL | j 2018 Smoke Testing and Manhole Inspections t | _ —_ mn =a =r = ee —— aS oe re as a __I Ex 5 - Smoke Tested Observations Grid: AL January 2019 ‘orbs permara OF ICE 1T\WHEATOM PROJICTS\WeatChicoge IL\11321700- WE RELLSSES Fairmendenrs & MBhide ContraNS.© GB\Map Dvarmerts\Mup Decrmerts= [ahiits\Repert Cahibitsix 5 to 9 Smoke Tested Observation (437) mud ~ Onte Printed: 3/22/2019 125470 7M ===== PDF PAGE 46 ===== [Extraction: OCR (rendered-page OCR)] =| =a JT A 1 . Ee eae Pomeroy St (410100150) | atl nel sat ll ad ln) ol ald - ae 312, | uel 332 336 340 475 249 ~ Hazel a : Bishop St Elizabeth S! es fs is Es es [Ee 5 Lester St 801 eps bef 410100145, @ Pomeroy)St ‘530 = 520 526 | 644 2 ON225 517 } 525 527 533 | } sso | al | a 3 Brown St pep ge ; i | | | | i 29w375~ oe a — exes: D. 3 eo : Le a 1N12¢ eS i isms ei Pag, contributors, ce -BY-SA | Smoke Observations | e Building Interior (Bl) 1O} Cleanout, Defective (CO, Def) @ Cleanout, Missing/Broken Cap (CO, M/B) @ Lateral (LAT) @ Non-Smoking Vent Stack (NSVS) © Frame Seal Defect (FS) Building Interior Parcels Private Defect Parcels Legend 8 City of West Chicago Manhole ——P——_ City of West Chicago Sewers RJN Study Area 2018 City Boundary N weirs s 0 75 150 300 Feet rjngroup The Choice for Cellection System Solution: City of West Chicago, IL 2018 Smoke Testing and Manhole Inspections Ex 6 - Smoke Tested Observations Grid: A2 January 2019 ‘Viohe: persue OFFICE AT WHEATON\PROIICTS\WeatChinge 1111321700 WE 2014 S5US. Fairmendows & Miide Contra 0 GE\Map Decimeres\Map Dnaumeras.Cxhinia\kapor Eahibi\ts St= Smoke Tested Observations (laiTy mad » Date Printed 1/22/2019 125820 PM ===== PDF PAGE 47 ===== [Extraction: OCR (rendered-page OCR)] | 826 ee) x | 410100162 i 410100172 | | 832 i ; i 838 430 | | eal | a | |= ; 841 | 900 ea] | Edy | 840 | | ellveces a i | a) | I 1 I I | | 847 107 at 15, | 123 127, 131 435 139) 205 205 «= -213 | ol ge | ey “| oi | Bee) Bel a = | _ $B [410100169 410100163 . > 410100169, _ fe 202001 | | Hau 410100171 __ _ oom), lg TEES a | | an — ° Forest Av 4 | 415100144 es | ay 900 ee) _ - é ; é \ | : | =| | 330 | 904 ! | | is | | | | XN \ XN | : | q . t 904] es | 415100107, ii 38 rd H 2 | } ; | = | | fie 905] ! 5 | ! ‘ee ! . i N : : | H ; 91 \ | ° waa | | ; i i] ow | 928 | ] | ! | 312224 225 229 233 237 241 245 249 253 27 H 105 109 113 17 124 205 209 213 217 . | | | Lok tt ee -} Joy 2 I ee! I | - | ae | = FE @ i H | Lis100114 415100106, : ood | co] | 93: | | ‘ 26 | | [ | | 4001 _| =| 1000 5100123 1000} ag : | 1006 i a9 | : | | fel As —_| 1004 H sods oi] 1004 . . | | = | = es 7 ! 245} H | = 5 3 | | i i 1009 ee) 4008 = "1009 = ] aDie i 4009 1008 fis a or | a : | | ‘on | j H 1415100105 cel |_| nae | |} TT) ae — a ! eg EES H i. Beal 2] | 1013 1012 joi3 | | | “yl | 1012 | eB | | | | el r TE eens ee lease = ~ 4017 SO “4016 ——_ City of West Chicago Sewers RJN Study Area 2018 City Boundary N whee Ss 0 75 150 300 Feet ° ryneroup The Choice for Cellection System Solutions City of West Chicago, IL 2018 Smoke Testing and Manhole Inspections Ex 7 - Smoke Tested Observations Grid: B1 January 2019 ‘whe permuraNOFTICE TWH EATON PROVICTS\WeaChicage 1\11321700- WC 20LE SSCS airmandows & HBide CotraQS.0 GIS\Map Ovauments\Map Ovavmerts- Gxhia\Rapert GNbMA\x Ste - Smoke Tested Observtion (1ini7} mad ~ Date Printed 1/22/2018 125%00 PM ===== PDF PAGE 48 ===== [Extraction: OCR (rendered-page OCR)] B09 =808 B09 ns ones - ——- F wes tema set Pa — a2 Sane 2s _ I wor "1 _ a — ame ' ONo6 i . ; H i ; bi 816 : on pee } ; 410100162 a | i 29ws2 ° } 821 a —leeo | ey] i | —823 | i = pores Ae 1 828 ks 825 824 | ’ ¥ | = (a 829 : 29w32 NSVS ' i | ® } H 130 829, ee 410100137, | a | aE — 835 I : | ae {) ' if & t 421 410100166 H owas |'E © OpenStreetMap (and) : : | b ORs contributors, CC:BY-SA i 301 307 421 421 42: ei | i | —J_] ¢ : NSVS | H i oS Laeeren homme | Smoke Observations 410100163, 410100165 200° OG / 3— = — — < Forest Av om Def i e Building Interior (Bl) \als10100164 e H Z r\ INSVS] H Li | & , y > FEES a _ @ - we | Oo] Cleanout, Defective (CO, Def) — a | =| =| =| | ‘ i @ Cleanout, Missing/Broken Cap (CO, M/B) 4 y ia 522 528 904 | H | 336 | eel H 426 —426 432 436 | 436 500 —508 514— ol : | i | } =| | H @ Lateral (LAT) = 1 : 415100141 al 415100143 am i @ Non-Smoking Vent Stack (NSVS) | es 915100137, H g 909 5 H | } 900 | 901 900 912 i | loos | ~ i T pt a | | “al =| So] | | ls ; a nad =) ad = Zz i O Frame Seal Defect (FS) = '@ | 8 | a ees || Ree eee | S | Hl =| 3 905 es] 904 x | | 219 6 ; 2 04 | 905 904 6 7 | 2 ] 5 905 i | S| =f | of os de 3 : Building Interior Parcels a el) | 7315100139) | : 2 | | i & _| 208 208 | a 1 j si — i 908 1 £6 a8 | | 4 Lshanas ; Private Defect Parcels i g é 920 i @ 1 H 921] I ] 920 H ot 3°" | is e el Be a | r | } Legend cee | : | i | 920 ee | $24 i : 415100140) ee 225 | ; ; H : 9270 pense a h Manhol ede E. dm He 5a | : I alate | e City of West Chicago Manhole | a EEE el J ;. 931 | ee 929 | =——D=— City of West Chicago Sewers | 921 1 920 } | aur | 928 Pe a | 4 ¥ | | oad i RUN Study Area 2018 935 7925 924 1932 i | | | | = S| ; Glen | 933 i; City Boundary AY, 929 928 | ‘ie 933 hag —— ae | ve | a 943 941 933 932 | w E hea | | He 944 945 S 504 Js4s | | 333 936 al ° | — | yloo4 —. } 0 75 150 200 | Glen Av | eet 1008 ‘ | * , 520 1000 1 r J n QT ou p 4oo1 342 ee i ] Tie Chelsey Cela Sperenihinnns | a 1012 4005 cM | 1005, | 1004 | = teil | i] City of West Chicago, IL | } 2018 Smoke Testing and Manhole Inspections Jr01 i 1 . ‘eal | 1008 be a un leet! Sci cainaislel Ex 8 - Smoke Tested Observations CL en =! Men ee = Cl ne 1008 ain = : ccias BS om —l 1008 | | 4] = January 2019 1 1012 1020. 1018 1012 a oe ‘rte permura\OFTICE-1T\WHEATOM PROMICTS\WeaChlcage I\LIIZI700- WE 2EII SSIS. Fairmendenr & Hilade Contra 0 GIS\Map DoaumertsiMap Dscrmerts- Gahiia\Report GNbRA Ste 9 Smoke Tested Observtiom (ai?) mad ~ Date Printed 1/22/2019 125837 PM ===== PDF PAGE 49 ===== [Extraction: OCR (rendered-page OCR)] 1013 ~ 4012—) S a 3 8 8 Boe ree ren ener eta ererr | oaser sea en Meena a a js os fg le Fs) Go =| a] 1020 | 1024 1028 —1013 a 1021 | Be L- at = ee oa = — | Wt ome 1016 | i ] 181 255 285 1028 ‘e 4 1415100133 =e oh ES — | 1032 I 33 1032 | i. 1032 : I | | | 1036 | 1 1037 ee 37 = _ | | Ad | sen ee] 5 | | Saat hs 2 cael 3 1040 ao 1041 1040 e 1041 | ~a § sl a A ad | a .i 5 | Soren : whe 415100127 \ ot i 1100 1100 I | | | | ai | 1105 By psi08 i VAT: Bas | | l 415100132 | l ) ri | 1109 es 1109 | —r1108 | | | oe | q das a | 1 Aes 2] 7112 | \ ie] 1114 | 117-65 | l } 215100119 - 1116 1117 / r “4117 \ | ‘ “ss | / } , J ; / 715100120 ie i as i & ~ . asta ay, 1120 1213 / oo - — } 2 | fi ey 115100127 / g 415100126 Mase vl \ _ 1124 i Be 415100146) S| / as M/B, 22510013099 415100131 b / Oi Wee ee 415100110 ~ ~ A i / © =, aa 415100122 / ae 3 = j 1 i } —— / pe i = Sa j ay # 105 ee / oe / == j SS i 245 Sn. / os} *oo, Cvey = / e, ~ ] t Ry / e ; 1224 415100136) 100: 100: 101 101 1021] 102: 1033) 1104) 110: 110! 111 111 ™ Bishop St 1117 1121 1121 112: | | | | i | | i i | i | i i i i i i | | | | H 112 415100135) 1201 120! 1209} 121 121: 122: 120 1228 enuaed Easton Avenue ann q| Forest Smoke Observations | 0] Building Interior (Bl) .O] Cleanout, Defective (CO, Def) @ Cleanout, Missing/Broken Cap (CO, M/B) @ Lateral (LAT) @ Non-Smoking Vent Stack (NSVS) Building Interior Parcels Private Defect Parcels Frame Seal Defect (FS) Legend e@ City of West Chicago Manhole =——>=—_ City of West Chicago Sewers RJN Study Area 2018 City Boundary N weirs s 0 75 150 300 Feet ryneroup The Choice for Cellection System Solutions City of West Chicago, IL 2018 Smoke Testing and Manhole Inspections Ex 9 - Smoke Tested Observations Grid: C1 January 2019 _ ‘Whe paraural\OFTICE-TI\WHEATON PROJECTS \W est Ohicage IL\I1321700 - WE ROLE SES. Falrmendews & Milde Cntrah3.0 GES\Map DecumentsiMap Dvcuments- Exhibits Repert GNDEAWXS te 9 - Smoke Tested Observations (12417) mad ~ Dota Printed 22/2019 10018 Pa ===== PDF PAGE 50 ===== [Extraction: OCR (rendered-page OCR)] = ry ° =. ° 2 = = Hees i = aS = oO o o = = ‘ 3 a: Bio Sage els 2 es gE ge38|; = Sy FS FA “| $338 62 6 s 565 SS S20 gg N . a ey See2e|F “ion 1 A 1. 3 st ees §] S re “= ] 23 $ a 5 228i; = 8 $e eho a g a) = 8 a sea" a 2 ¢ bs 8 = r-. oS socials has ean oes wet 23 o «| eet eT ee | Ls — Sr a ee) | a ee ee | {Sy “SV ---—---—--- —--- —--) eres Szo | | 5 S 2 5 5 S| oe |i \ o S| = = S| =e ae |i | (Q— > (9 —=(@)—— PA|g.Jouzjan___ $B) —— — Si) 4 €° j Y a ae ee |i Al A) e Ales. Ae. 2g ae S65 Pligg, mw Fae PFs gi eB eee) se “FE a Fg s Ta wh 5 a Sle 8 2 ii = i= ' “ig. a x al 7 S ae || 1S e ra N 8 i a i a) N a g 11 6G [| @ gl al 7 ¥ 3 i 8 a i | ke” ee eo eee a 3, 1 eal 1 a a 8 1 98-12 S787 81 Bae | 8 J | Sum 2S S. E. cl-S8a.8. SL 8 | £ C) ay 2 0 ie a in at gee] yon 5 | Bs | o a 12 3 ee ee ac a eee oa g nN | | 3 S = Paton * Aas: | s = le ats)’ : al | } ———— a oe — Saf Pe aD —- — YB) a S \ i 8 a1: Y @ ? ey 7 4S HEO Ss i a. 3 j = al i a 3 | y | : cS sl 3 Ss} 2 @ = 25 ‘| thas Aaa = AN Fama 8 | 8 ga sea! nh | io -) -) ) ° < o a © rr) ° < o ) re) ° bY So i - z 9 a 3! x z soft | 6st Ble 8 Foe Rig ft RE es, 5 8 8 S/8 §° FY so | =a SoS Be Re B i “5 if os 2 | = —| 5 = l¢ : al 7 isl @ a el > | gil - il °o | a] + (3 id KR Y i j Fy 1 oS pas ° i ° 1 "| a ‘ “1 o, So) an ov, 0 x) ° Bois Ss 2 foe laa aay aad a a] 84243) $28 B B99 8 By ys , 8g) b Se SSS SS ees sass ese oy ! 3 g 41 iS B S 8 1 a | = s rs | g A RY * Is saqe9 sy ] 9 SH | is 3 S Sj g x SH i a S Ss Ss — = ] g TF 118 AA) ie |e Sl a aa 6G | ag Sap wee 3 | sé s slerg & sia! sl & -¢ “s) S19] 27S! "cs =| 3 8 Mo £ Bigs E Ag iS ek 2 Ce Se Rise isl gy 28 S| SOR | Agee | gen | a le | a : nN 1 ‘ 2 oul 3 | f 5 a al a il a ane 17 a L =] & Tl © ; 1 a7] : Ht # x 8 Ta \/ 2 ey 3 x “a | 7 @ BS ig ia a ml § mal | a 47 -2 | = a. i ™ ig é . 8 ' | 20 LS l a wo | SS - 1 ra) Tr) = ‘o ta © 2d 2 2 a oN Of 8 = } | | x. Ps & bd ib 2 1 24 c (es) =. ” | aq a iS Ws) a ~ 2 =] of aq : ry + =| aE x a | ca bal STE] Us Fl aS 3 8 = g =| = | %, 2] g| al gl 3 ? 5 a a eo P45 iS a a i <1 om | | e § = s S = Ss S Bi = | Ss 5 iS) S S| 3 a sy 3 8 3 | = = S st > ae SG fe) “Te | ep / gy \ ee Se Se —fG mB —=( 8) = <2 =o lB Sut - . = )| faa] | & 2 3s yyaqeziia = = = oat li a ee 5 8 iS al Sal zal | a Gal =] Zl = | s al ee |e al Gel 3 | = | z 7) C) N -) eal Bd ° al i=} | eal 2 Ny, =] S z © 1 { ; oF Ss 3 s S = 4 S| “4 = lis eg! € gs! € 8 fe #8 = g gy FB BEL E 3 2 8 s2 | ay iat cE 3 er 4 i 1 § a ml a 3 a1 | Al a] i S e 1 * rt a] 3 Ce wd 8) " | | wo a pl Nn c Peeks a a Ww S| “Ww a ° gD a o nN = =|] a 1 R z a] 8 a fac} & N98 i ey N om—5 N nN 1" hd , «2 Siok we 31.2 g | : iS. oO a P| ms) 1D roy SY 3 ~ 3 | x 3 al e| R eT] 8 KR e| El el git) I = 25] = =a] | a is 5 | | 3 3 ar al 3 | = 7 7 an o Site = ° y ) ‘i } , c +33 SI b & i oy ° oO 1S) is) c & | Hos fy 8 al 3 | | 5 Sy st Oo — a —— o_o ABS = a i——5> om > eT |) 8 is doysig fc SES Ss & g s—1:6 Fey fa) { S S SPN [tet re) ' ~ ry bah C4 So So ml | DH N. i 19 > FI ae! 8 = | | 88 3 3 |e | an 3 1 tC 1 pe GR Ree el Bao 5 = “a | go @ N = | 3 = v I | | a Zz ‘a eal) ge yj al @ b i 8 ic H H a ‘a aa 1g _! ol f | | ok ms 3 } } \ 4 2 8 i | S& 8 pe Ss H | i es Gl @ ga) |g i 1 pa podo= i) he 1 lhe Oe] had | i | gi Ue AI g Ss | See ee is Meg -3 z | ® 3 a. s 7 738i) | so a co “Sli 2 S s s TSI F a1 | 3 ki ws S71 18 18h “| 3 ‘ 3 ‘Ta | (anpreresse 2 g S) g 3 als | : Hl gi q jo RY i, o g N | | 8) x ig a 3 3 ry 5 | ¥ ! Ce N fo) NB) oo 8 fal 2 ]] A A | 2 8 18] iB | ) “i 2 le al] -g | Tay 3 5 2 i N N sy 2? } 2 ~ sili 1} ' ~ B . d med | Meee. em g i =| rm i SN N Sy 1m ro N fo) Taio. Sli S} = ai § a 2 | 3 ah tS | | S a I = a = 8 | ial ea. 8 3 | S = fam S) - 1 , joss | Fes os. 1 =f] & 2S z i O—>—®@ aS @4 ¥ 1 & @) = (er “Ea |S Sdaqueg Se? & a y 2 — 1 §} 2 1 & Y “Teg | a ; 2 18 28 27] ej 1 27] | Ee © age? ¥ @Q >| ag ‘al Tamer Aa J | ee = R4| ue eh) a aa:| o Ve Ta" gtaif# @. a » & Tae ka 2 © 2 O ; =} | 2 2 7 = iS) = < SI 2 Ss a7] an Ry re iat aa : & \§ 3! Ts | s | § —s si@ § = g : 5 op. "ay l eS o = x & cae EB! J \ 3 =] | soe me g ‘x ba Sy \ = 3 | | a 4 el ia, | 1 L og a. 8 Ten | ; 5,1 5 fr) iS} | iJ = i = ~ fo} ‘ ahs ss z I r 17) tS & Sr) “Tr 3 x Yr \/ . @ r al 3 i i= 6K) . 4 oP 0 = i | 3 oe 2 78 al | : s 1 a7 | no, TI 21 A al s ave : Fl | 2 } = fe) oe | =| a R46 S} N | > ’ Cy KR y i K nN 4 — | = = ‘8$]/ B ¢)£ | # | 18 = = x l Se 1 8 O = ] $6: 8 2 3 S) 3 | eS = Ss ! oS | & 3 3 J — ee ===) = ——_ a) SE —(@)—___—__»— —@- = ® Q Nw R eee N er > Soe wen See ee naar | &§ 2 =—— 3 S > 1 | ! (s} i Ss Hy } iS} , 1) he BagFasm et ti.g|.8aqe. ee ma! es a 71 -3 2 2] 8] 3/ 3 S| =} 8 i= = J Ff @ 2] Sj2 ©Q 8° 8 | @ Fhe 3 g v “sy , — y i -) © o ) . =] Gl i co | & a A —| iL os TERT 4 =| c i =] x aa 7 i} o 1 Sl 1 2] 2 at S ~ |i oo" | t ; mB 7 oe) en || a7] 4. 7 | | io a Gl a t+ = S jie 2 1 nN “t = =| hee ce | | a = el Me bad | Na Hl = iy oO \ (7) i 3 ! | ae od 8 ] C2) | Ss =| a a8 —a_ i aqR 7 mel i. 2 a "el al Sie | a sa _ at lm 4 Ss © - a Ss ° } beat] raj = a ee Fg SO) ee i Hb 8 Q = ° ' © | “st 2 L Fan 8] | ° xs} cc) aoa a7 “2 1772, % = ae V- ) 3 5 & 8 cd f al | @ —8 \— 265] | acie Asm +s | = 2 gf oj oa oO \ be \j ie = a! S) H — _ — mS a Te, "aL | 4 “15 © Os 73 | os >» 73 gl @s o m3 oo a a 1 7@e ms eS 2 © ob I : e Si S 3S yoneshay — Meg on Nn me ey d) ix] =) aa | S ma S o S gl a es Fle 8 S 8 ===== PDF PAGE 51 ===== [Extraction: OCR (rendered-page OCR)] z i eee : DEAN Is Sa als . ea 4-2/8 i 2 VES Ey x S Bess: 4 i 2 22a; Seg 4 og s pee |i : Be |i ; 2° ‘ fe |i og ‘ ga ij | Ri ' PA|g JouyjeN i : ps _ i : 2 1 | ° zt ah NX =) a] Poa Sal 2 | il Sl “3 al a! a ro) al ¥ « | 2 ~e| ec i ~ 4 x Py S ies 3 = © ° XN qn = s = = och Si | g qa a ala : 3] Si ins s x ay 'g 3 es}ejs 2") os g Se S > = Se Ws ya = = * _" = e's = Be | | i na = “zl < ol | al | mo S| 2 7 3 hr Age Aa oo 3 a @ : | omy = lores sal gala ee =] 2 e | 81°84 24 E4q-54 8 |g] a1 8 eq21E S e| g| ;| 2]-2|.2]-44.8 i TAHA ey nha Hayle dq fa g < als — __ hem ‘ ii i a ee 4S 10 aan : fol by ‘ a r S a] or el | | = — Tw ae Sara | Fel eae ’ | r i=) “i | & m| @) Be | =e Hi al zl «| el elels ay 8 a ale eal" as g| alal sl g's or = =} ° = = = — = aa od Pay u exe Iq SNS ENG N N : * 2 Os & ¢ ac e185 2. “a a8 A= = eee & : > 82 mel | i = 7 al : 2 al | | es Zl | 7 al _ = ie wo | amg 7 ie Fy 1 ‘Sy ews oer 2 2 ' “987 Su -8) 8 Biggs 2) 2 os 3 | 5Sla Sen eae 3] ea =] ion 2 |-E4 =| =| hay =| =| a4 £|.8] e|-248 { ¢ a i a ‘ = ~ “ = - — Caged , eel eee) «6 ll een enea Ie Aisa Nea — | ft 3 a ' > 3 | < : EE oa © 5 — oS ‘ Al é 3S sajey 2 oH SH ; © St, S| -_ Tal | a Fea 7g! 72's] anal : s | ] | a1 | | 1 amy “1 + | co a | ° st ro) n 3 3 2. nN © g z g = 3 9 S Ss a > i o a) st C) Nn S = N Nn a ie) = = = c = N NX o zt C) N vey 4 { 2) a o °o bad e a by = - ost = = ~ pa rh - - = = oO i ¢ 8 a7] 8 3 ey | er a | 3 = 7 =) S 2 S s 2 ge 3 +> = =" Aiz = a g g i So ii g 7 aig |= | a of ff al 5 a ii la ol A al 4 7 al 1 ge «| & 7 mel | a Al val z e PS iene ce @ o Me [wk al sa] 93 = S16. 8. fq § "as 8 28 2, $8 e424 5 Em ah £5 281-8) 21-8) 2 Nn N = 8 <3 is = ttn ‘nN -S al 3| =? o 2 | =O i) 2 Pa) ee = = = = = om = : 7] ja] = =| ba | z 2 a seg] eal tee] as” | | al cel & | =] aa 7 1 1 a i | . 1 g 5 | 2 St. ry 1 — 8) ace ee Bo. dl 4S yyaqezi|3 Fy Se ee ey SSS SS ian} 2 : Asay 99 hh via F PPPs Sh FaRPSAaay aR Aas ase Sa eee s S S ° ° °o r=) = = = = = = = S x os] N = 3 3 3 a = & & a a 8 4 2 2 = 2 = = = = = = e | =] | = | fee) | fal 7 Bl iba a el: del al |) Shel = eo} 7] il S % : oy 7 Bl Sle % a7] val a 4 Fa i “| 1 =| | Al ‘al al - a. 2 Jala ml a on mal ail “3 2 2 2 2 g ee |) ee 4 14eihhh ea 7 Sy Ssy eres Senda alan Go ma gleal a) ico CA al scan el ea a cei Ge B ! E 3 | as al ] al 5 | n Ss a " Ss = a on S % = ih te Ss S 3s doysig eee ne cece eee ——— | oF fa a a ee ee 1c a) | l & a Ly | faa 3 a =| 2 | __ 4 a | So Ga Gl eee a! /g] gl gl glyz ei Fl el 2! s] Ag ® gl el g Re i ey 1 Sie s s S s ss] 8 s 2 =) a © = = = = iS eee ' + fh -= = 2 2 ) ih Ss | tay il. i 4] | ®go a a - o—_, 11 #68 « kl ' | cs) SS a | ay 8) “ne re Ie _ <2 een ree ~ ae = f: i | | Bl A} Te “| h zi T a 2 ll = x ry Ds, ” b 5 ie | | Ral , gi-g5 8 5,5 58 8, 8 eq] 8 84 4 Fy FE} = "4 7%]

= mal a = feat 2 i = ———————— Ye O= a ae A al, | 5) =] aH 7 {f & ae x > q a | Ons) — 2 b = = ry a cz) Loy SI 2 \ eee ‘= i =) 2 2 12 lo q a a o rr) st. 3 So =) = a. N) bad ss © (S) “] -S— -8 S om] .o. 2, “OT] 8 2] 727] “= = = =F] =] f= S Se Pa S 2 = = 4 = c f=) } Say af | Sica) Goal gal oll go) geal 2 gS Al Gal kr 5 ; ‘N / A @® / 8] a| 1S Jaqueg Ip , / “i ai al q [2 | / a a ry -4 S Aas [Sf ; al = | 49 s 3 all o (pel | Wis. © | x | SS} 9 | 2 | z 2 = f SY/ / N mts & s s = "oo x 2 SB ° 2 2 = y uy / y Sa ee | Seo |S s 2 2 a / & / 2 i : : = = Le / q x | ia = ml “] » peak) aialicl Secs eee zl ry eS ees / iS % 3 er aes P eS at i *s G “lg i 1 5, 8 8 & $4 Rf 85 8, 87 5 #4. s_ 84 —8 is 7 2 \ °o ” , p . o o = = H Sm da a |SUDeoraroawteagage / pd E oh | ~ # | oO ] An | // rf — om | I = / v Hy 5 v AY UTI Sf / g ! ta f i “SS5c. Vf . fi; = ) = ame ate! | & Shee Lo lee eh = | ss | 3| al ‘el 31 @ / Sis, / > a H ° ° ‘o x c q nN nN 2 2 zg Ss e ey | Sexy PF Cas ot = } ga Skeet ee ei BSR ree em) Hee Bll es on i Oe 7 E a @ 8 ge fe a ° ee a _—_—eee wD, in i Ye son 8 al | | 5 = im Ss 28a oa Fe 2h Be al = § RS 3 Ps . r S os, 8 2 2 WS 5 og 848hesq s 84 & Si | es s mS] E) ETS f1 F] Sa eee? €4 F2 &] g 1 E S| oo nS ee i 7 i: & : i See ' - By S = 3 eq § S Wy P| iS ra S, l : my = —_)—_>—_—_—_9—__»____q_—_____.______q_ —>—___ Mg ———————— ——— Re ® ®@ eB | - S 5 & Seen GN kiscsmeiesanmeiceoe a =f eS “tt 7) =] ~ CONOVER op FOU ——o <= ——— 9 amin — ew, + 410100752, i, i | 410100184 ata OEE 410100190 | ~ (] vom |) | | CFD 1 1 1 | | 73 | 700] 7o1 | 514° 530 700 -Y410100128, fre! el dl Gl ek | | mel > no = w2sd 23) 240 244] 24sy* 304] 308" 459 —— _ A : CE wl 704 204 702 703] “138 ~130 124 ‘120 "118 H 110 ———= 144 sof 136 144 204 208) =) | | 724 I, ‘ sl — 704 ‘| S 705 704 g __705 4 ' ON175 a lor g 2 Ss mal | oH] tet — 184 ay =) =f SS Fel] | i 410100143 ad Se ] “eal ; | a) Bg : tl : : 709 7o9 708 | joo 1708 | el =] i I =| ped | 708 | ay } cel =i | fest 9 708 | a a 4, 243° -243—=—«249 305 | 31 l¢z)| | | FEES fas—l 708 _| | i i | 3 709 ‘ + | 195 i ja Te atoms ae = | = J t \ ; 717, Hi I ye) ra CHES Gp —<—$—$—$—$ Bo | OTE Tt | aad Eis : — 410100154) 4 } | ; | “ 722 721 720 ] 721 H | samanagaptiazelSt- ecm my 4('10100179 (F,H) cen~ graioois5, al | a | 736 ! ‘ pe 727 | 724 GOMDYD 724 725 i 5 | ' a? 733 725 a 410100147 Hl 2 (J) 728 al Ze w | 142 Jt38—134 134 1224 118 736 $—pazél' ; | rt zal ; 723 728 : 729 ! — jazel'St 729 730 729 si, 2 Ty ae 210100173 a xl a4 210100135 all zs 1 733 732, _hs 732_| _ > i 747 “el =| 5 = a 2; ce 7 =136 ss 740 | ar —l 738_| 737 = i 140136 — | 325 335 J = a “| eens Jo sm] 420100141) m1 | (Z) — H 5 \ 10100161 Lester St 702 GOED 6— B '10100173) - 410100160); quem em (Z)} s00 801 800 } g01 | wo | = 3) = — 805 | 804-" 808 804 { 205 —l 430 | 410100167, S| 1] é 1210100136 ae ‘ 809 808 a _ioe a] aos | I ate - a a me £ ast : 808 a | | 813 812 - 2 taf ay = 2 —-| —— a (E) | td t g A é ° 826 a 817 816 = 817 816 on 410100131 a205 A | a } — . . =~ / Je MEN 210100172 anon, — : a! - Se ee ay > i 8 21 _] | \ } é19 wo | By } 832 | | ass —— 10100140 aa ~ aa | H aps 2 3 i é23—! a4 | } 828 H 1 | gy _ 825 aza_| a ; 4 1 828 829 ' as | | , = 829 828 tr =| | : a | 841 —— \ H i at |(2) in 41010013795 a a 900 840 i | = ee 1 tl } | oy | | _ 4 123 > 131 435 5 205 213 301 307, 421,424 831] _ 505 515. 519) | | | 107 427 1435 139) 205 3 s \ 601 ut oe || GeeGal & hosed e @ 2 har 2) <1 =i ol fel | =) i | 210100169, 410100163 410100165 410100139, 410100138 GIT E naa | woo ——$=— ——————imia—~—s a == —E————E < ' H I sz 9 a = i H H 913_] 912 ; 913 — 923 920 ' 921 W - Add Barrel Section | E | ey = J 1] el zi TN | - on a ws —! a 7 i H : , 415100138 P| i ey PP) SBN. 920 auegs 3 924 Z- Other Recommendation — bene ane nee ay ‘tien a (R) Se mie! “6 | asm 1) oa oo : 105 «6109113: | -117 121, 205 209 213 217 221° 225 «0229S 233. | 237 241 | 245 249 | 253 287 | 921 920 a ee es a ‘ 929) 928 BY i fal} ; i I ' , 3 I 921 930 931 \ ryngroup . . . 7 City of West Chicago, IL jng | e City of West Chicago Manhole =——>=— _ City of West Chicago Sewers City Boundary wee 2018 Smoke Testing and Manhole Inspections Ex 12 - Manhole Inspections - North Ss December 2018 The Choice for Cater Spon Souter ‘whe porauraT\0FNCE-17\ WHEATON PRONICTH\WeaGlcnge H\ILHZI700 WE 20IE SES -Tetrmnedews & Hiuide ContmhS.8 GS\Map DvcumeresiMap Oecumeres GahhitRapar GahBia\ts 12 and 3 Manhole Rehab Recommendation (siThimed ~ Data Printed 2/7018 ES72¥AM ===== PDF PAGE 53 ===== [Extraction: OCR (rendered-page OCR)] —J J 426 426 432 a. JT 4 500 508 514 | 330 336 i \ ee ee rT a . 117 117 a1t6__] rc ere ee a 5 ee aS ss wna zl 4 5 | | tn s_] at17 me! — WB] =I oe ; % a i j 4116 4117 i eal sng] ® orn 4120 weg Ese ' / es -¥415100119 ia 4) me | | al 1120 | tial a a (eel ee] — / \ — Se | H —J : i } ; h i 4121 | =2] a t 1124 A ay / oO *’ 5 | = fail tis 1 yoa_| ates Jom “and “2 / “er, 100121 | =e] : vue as say-6s / (RZ) > NS 25100126 sas saa | tis) 18 fl + 1129] etal = vas | Rehabilitation Codes i —_— 4 i / ~ yy H , / (E,Z) / [ee = \/ Augusta Av D - Seal and Adjust Manhole Frame (Unpaved) / : | / y] ; E - Internal Chimney Seal d F f 286 : i - Cementitious Coat ay a ~ (415100122 SY ier 1261 _j1200 1201 228] mn vaca a. owe Wall Joints 405 So / | eT] = — ~ 1 | H - Grout Bottom 18" = UY 1 SS / | aa 1204_| 1208 04 | mu.i208 7 | - Repair Bench and Trough | et / } a ve Sa, =I ee 4 _ 1209 1208 |) J - Replace Bench and Trough fon 105 a / : xa [ 1208 208_| 1208 “i = 5 R - Seal and Adjust Manhole Frame (Paved) “ever Re SS ae _ ye =H] _ xls 1212 J e213 fae |] T- Replace Frame and Cover (Paved) 138 ] af a = a -l nae | vi rae rae va | 2. Other Recommendation : 1219 421 may ay = 100 y <4 5 . 60 uy | 5 ‘ 1222 1223 1222 a] a] 255 ae ee a) 12225) _ ts zz = = City of West Chicago, IL 110 J 2018 Smoke Testing and Manhole Inspections . w. Pe Ex 13 - Manhole Inspections - South 2 5 7 rea 2018 City Boundary ¢ ryngroup ® City of West Chicago Manhole + =-—-P——= City of West Chicago Sewers RUIN Study A y v December 2018 © y mT rane ‘DoarmentiMap Decrments- Ghis\Rapon GNAIAG HT andi. Manhols Raab Racommondstnm (in]7) mad > Oxe Printed LAAL/AGIE BSCE AM Fh i i ihr Wei SO SR OOSITTDNCaaIOps UIIEIION, WEDS TNG RUSSO SW COUR ESD 7 ===== PDF PAGE 54 ===== [Extraction: OCR (rendered-page OCR)] — =. 3 5 : 1 5 a =] = - =] a a - 440 #| _| oe Bees ! | 1 Bl l 2 [ | a — iso] : =) Sala =] I ” an ol ta : Sonne “202 140 7 4224 114 ss) | aie 124 128 132) 138 140 144) 210] 218 ag 234 236 854 35° 306 oF 314,320) 328 332 336 340 362 400 404 408 412 416 636 502) 506 a 514 518 20 26_| 55 Sl (Eh roze Fame 415100128 1025 ~EESODED | 1997 = wore | _iet7 we | 1917 tors_ aot ‘ | < a ‘| ? 1024 sil ? 1024 ' ; 1 1 . 4025 HN a. s | . oa f re ig toe vo20 | & fot 2 1020 | 2 gy I. 10% 1055 3 —_ 5 a FI re | ia a ag | ba a al ‘2 i] S 8 1 8 Bj! Biss a + eM = _ 1029 1028 | a] \ o | is to2s — to2a | 2 1025 1024) 8 agzs } io al so £ —l wl = 1032 a 1033 is ed s al — 6 oe ° 1024 = 1032 1033 «| «= tz] 8 uns => 1032 [| . ir 9 og Beli Pitom 1029 — 4028 1029 abut 2 | é o | 1029 1028 Sa 028 | Ae 103 PUSS 84715100112 a sox] 2 tox7 i — ; =a 1028 38 087 a | _|rose | ie | é | a ae) \ os H toss — 1032] joss — I 1032_] _ 1938 132] 1033} _ } ! f | 19383y é ,, a oa: i Dale Av 1041 |= 1040 Saf | iI et] 1040 a 1040 | | 5 415100127, tot : a : = | ao —l wf Pt & 1100 | | | peers 4100 101 +100 4101 4400 mr "9 y #100) 2] 4 : : i — = —l = al I . 9] aos Dh ag 1105 | a 225100122 jes roa | ‘ios! 1104 . 1108 es") 1 0s 1104 1104 4 = , 4 nog tj mz Gh “i A fon ‘109— "4108 1109 : 4109 1108" it09__] 1108 1109 1108 ae 4108 = 415100115 on on aio | zl =| — wa | H al | | = Tea i] a -6->=—8— . 1 ‘ in _ ey 4112 a] 1113 4112 4113] 1114 = 4112 1113 | 4113 1113 4112 a 4 Sees 415100111 anal un 2| a | 1 an - a] =o , coe lI 1 FF CEEREDEE) Point Repair #10 zi a ar | in _yns_] ete pao ! "abes| 6] er? gt / S@, 56" from USMH | :| H ; 5 - / “ 417 1116} | 121) : 1120 "4421 20 4121 1120" | / — . a a ea | wa yl ja a] 1 | | a = 1213. / e ai ~~ | s20f i Alia | i =I] oll mi 3} a sn ime ita w24 |) / eee 425100121 415100126 1 \ | -_] ay _I 22] | ee | A be 3. a7 - 4 1128 fy ; 1128 i129 vas | te eye / \ samme | w24 yj te 1129 za] iE ay / ; i ae 415100130 415100131 415100135 te / f ky : 00131 B if >—$-——_p——9 ae ~ (415100122 ey | . seems ij | —— City of West Chicago Sewers City Boundary 2018 Sanitary Sewer Televising Ex 16 - Lining Priority - North December 2018 Teo 636! 306 312 314 J 320 328 332 336 340 352 400 404 408 412 416 636 502 06 510 814 = | 526 | 646 a a= - gy | onzzg. —! 29ws6 =) pad “|e a] 2) BI 4, a = = vi I) ea, 55 9) ey 303 307 311 319 323) 341 345 349, 353 367 361, “409, 413 417 421 425, 648, 505, 509. mm j ih = a | | | -_l one Brown St heap pape — 707100151 nnn 0100149 a g amen 220100145] 410100146, i . i 29w361 7 a a ‘rhs parmursINOFTIEE-ATWHEATONPROUICT\Westhicage 113217007 WC OLE SSES-airmendows& Milsde Coeraf\S.0GIS\Map Decumerts\Map Documents GaibRA\Repert ENMRAEx LG and 17 - Sewer Televsng -Uling Pity (ai7y mad - Date Printed 12/17/2018 OSGI PM ===== PDF PAGE 57 ===== [Extraction: OCR (rendered-page OCR)] = = g L rs z ; r r| 2 2 8 Dry & } eos 3 e li | —s i RS 7 i = ts Q i a ES i = by : U \S Pe -) = £ ( . wo P, S i ic Zz 5 € Zs | So” =| 3 ce) o 2 @ a 6 = L L. ; vu = 2 > = [2 L 2 c Uv — = a 2 2 5 23 : PP ee a Vee wet 7 =» 8 » 8 glee gpeneg we [2 3 - < @ 2 2 fF SL SLELSs Le | =. Fe 8. =— See L fs ee < 0D ste ee te = : g SS | . aS P > | ; wes : oe a Q } A = by , & S S ie a 3 os a / {3 ay S Ss f s S gi (| 8 S Ane Se Be 8 N to om I on = isi o 3. } ; 2 ; Gl cg Le de EBtg le ee de Bde le & - r 1 S | Ore lg “e Le BOLE Le 4s oa 2 [8 x I a a ie Se Le oe ; oh 2 | = = YQ 2 e “| Gases crasras tgcrainacdriociee CFG Ose mame es 1 i, ws oe [= * 6 Gees ps ; om 3 lee oS eS 8 * i cy 2 Ws s 3 3 3 g % 6 1e | 3 Rf a 4 sd — is ae] 3 2 8 | ® 8 [3 me ae, [2 [Ee lie Des [Bie S es = % y a AS? ALE Le: 5 = / Sak (RB 7 Fe ie) / Soe ‘S) . a g y ee 3 Allen Av Et 6 / R : ca) / eS lee" = / me i dE Ls lz Le ¢ / * = = 3 3. Si Ss. = | 4_ Lz Le Le Le Le Le Lg. “g Lg 13 Lg Le ‘3 (pesos ri — ' [-} y wo” o om + / fs 3 e 2 "3 8 ce i & 8a rel i oy) L ; smi wf 3 / = [& ale u a sb ‘ a eer Cie eo [ean - © e / 29 7 Siteattnhigowe esdeaicet seated: i= S | 2 . Ss ; Cy a) = & L_ L an = = 2 28 | i = i PQ) 8 LG lle a. 3 3 (8S is .2 73 £380 ty 3 o ie i tr ae 2 cary eR 3 x} n iN a= Je BS J b | a 2 / ‘S wi ptwuesee ek 8 | Fa “ jo} / y | 8 [Bees [ns [es ie a 3 Rb © / , WB : i Ls / / Barber St E> RB, L ; % &> / eB N / BySS } te i L & / yo Cie ese | i 5 zg , J2@we& eee | é Ef eee. eeeeese Pee ag ee We Re = < 2 o) 8.) 8) 2 2 | 4) es 8 L 8 & Sa N a sl o ‘a ‘Ee 7 ® i E =5 4 b rs [2 Ss 2 7 OR e SS) 2 pe ¢ 38 3, 84 L ° ™~ /) 8 Fr, e228. 2 2 3 Sue oe 2 Fae Ba | = 4 om a = Ss ema, se,s 3 x) © Ny l | | Ls SI N bs i as 5 x & a is 1° [ae cS 3 Pas) pees = ‘3 p és S | S | ca | LS} | [Bs yy = [ess less iS r ae y 1 = i Blakely St lene --e- Q |x 2 We nse =i a he aS. t : a» A secre | & | - Ke} R24 rss [= a =. 3 IN . i nN 09 f x ack, =, a : S 3 ~ JF) od ORES ee! BS Bs Le Le Lg be Lg Lg be be be Le ty y | @ geome Lo Le. = | 3- 3 2 2 Ba S ® # . L. 1 * [ee S Re = a tr} a k = Se Rm OR SN ms pe S - ED «>, | o = S ic: iz Ex ras im Ryew te paceeremmeenisb Elo cat Hts ts le x ' ° 3 ; a L 3 Ee & I SS i ae . ; Lx = — oe ee) i » & °K eo iB i 2 | ae 2 | BE -s |] 2 2,8 8 8 a | [e ® 1 | tes My nig 2 2 2 3 S 3 8 2, 8 a mi [Be ie = Iss & | ( LHS (1S nil? ade vest gate eed si ge) ES) ps L- @ Le ; Plate ete ae y | us [= (ies | (EEN BS ESE eames BS ee ES me L— ridnatet tet . aemined CFLS Le Ls 3 | & SERENE TTT ae a a a La gigs Bishop 3 <= x = I Y L [& Bf le [eee S. i 2 =) =| AB | les |. 8 8 S312 8 3] > = hy Le att Eceey: Ls Le. Le La 3 [3 8 RB o8 4 x o © = a (es fey ee ee Se eee arg Bes a ar Sg’ le" [is olen © Le Ee ” I | t ls [3 U1 Ls. Ls. L2 ah3- = ai 3 3 Ra & a x N : L. ES & + zs) ho = R_ LY, i y NTN S o S he & Rss &~ LB. a i 2 L r ” B L. Ege [2 iS a oe a & he Er Ga (is F [= © = cist 3 cf & & L. i = ia 2 = Bi ¢ #8 8 § § $288 | 8 | = = i=] o ~ ie i L eh ub a8 3 8 § § 8 Bee ale (aS (PS es Es Ee ee ii x = = = = = = 2 o g S ee = |) ody Honky 8 pe Vek mel? w & LELLLtLL r : fee) Ld Le leer [2 ‘ hSt | BS E ees : Elizabet | fe g 8 —S S) ee , Seva ; 2 8 I 4 L.- Le-Lg. Le Le.[.g be Ls ls le a ei ee : L ty lees = EN 3 8 5 Ss = 3 tr a eh © [& Ee eh 20ES) Eas[za8 L223 ba bs. 8 8 & 8S 8 | Ry us R-LB_ LS. La. La R Rowse fe a 3 @ 2 Be ee pg | Le 8B No LS. “ov bg. “g- &S 8 Te i is So lf Be eg L L . Es ge & ep Paha eile = fs | = ie L 2.8 3! 5) 8) 8 ine 28 8 2 18 j?, 8 8 8 8 r if ~ P+ °o eg wo N | 3 L Aas acta aay is i PREG FE EER es le oy epee i} @ a eee eee a ree 8 OR os Raltisy [is _e2 js | fe be tee | 3 3 Ni ataik@ Se 8 S a is s - =. 1 —— i a [Eee [s Ee [ee = 2 ' LY gcnareee st ES CR Ee ere ise 73] < inf Gates St 2 ! & ie - 5 > H st (Sj =] s L SL 8 '8 ‘Ss wo; orm. le 3 =P tee me pire Le Le Le. Le 2 le [ey Le. Ly Le i~O-8 Lg. © 2. 2 a Sue! Lelels lelglglelelehs |g ma | 3 r i eLe-ls le-le Le /2 [eg be LaLa. 13 GF i mee | E L L. Li pi. NL'S7PR PRTTB Py RB LS x thers} o L EB a ea on i Bog ie-be bee Ie L | Le z i 2 Bo dike: © D Lg ® i8 © gs gf Oe 08 88 Be 9 r te ae "Hehe? AfFPbbbe! fee ebetbe 3 H Sg—S testes he sea ETSH se Za[s le 8 7 Le Is: [ess = | Sei ate i ekmceleb le LL \ egal -Le . aa aS. i Oak St Nooo re SS 5 S , i 8 3 |, 8 Hy z I wo, - ir Le S [es 13 L 2 ee 5 ' Hs 78 7 - L3 [3 La La {3 E Le | 2 3 [es Lg ea R. & o | © : I —_ = ” i mn . = ‘ : pas —- om ="] 3) Ls. 2 [3 a ; = [3 lg. ls Rr ede AS © Sit i 8 i LS Hl R” e[s|e-[s E Pushes shes & ls rs) h i a 1 lL. | bees xX © ho Le ba 7 eS H LL i a x) x o E ' F = i bok a ce. si 6. io le Le Lg bg leips i & & if L < = NS ° ° = 3 3 S ¢ ) © sd ! | to kaspeied “@uebf ree pate * = = = = o r=} eS ot g = mc x) Bb Py fz iN Iz a [= e 4 [a= LS ee | nm 8 = S ls 36 o = 3S a | Or re es Lf8e88, 7 i Neltnor Blvd | a H | i i] os A fo sé 1 i Ce Al z "39 i 3] SFE i ze . < esis 5 ijs oes a sled a & s}2 ' oo 2, esas He sé : 2 ===== PDF PAGE 58 ===== [Extraction: OCR (rendered-page OCR)] slot Nia t han: s PUBLIC RELATI ONS & SAFETY 32JES B suonelay 21GNg - g xIpuaddy ===== PDF PAGE 59 ===== [Extraction: OCR (rendered-page OCR)] CITY OF WHERE HISTORY & PROGRESS MEET Dear West Chicago Resident: In its ongoing efforts to improve the City of West Chicago’s infrastructure, the Public Works Department will be conducting a study to assess the condition of the City’s sanitary sewer system and identify locations where storm water is entering the City sanitary sewer system within your neighborhood. The study, referenced to as the 2018 Sanitary Sewer Evaluation Survey Study, is being performed by the engineering firm RJN Group, Inc. of Wheaton, Illinois, and will involve the following tasks: e Sanitary sewer manhole surveying to identify structure locations. e Sanitary sewer pipe cleaning and televising to be completed by National Power Rodding Corporation as a sub-contractor to RJN Group, Inc, e Sanitary sewer manhole condition assessment and wet weather inspections. e Sanitary sewer system smoke testing. A representative from RJN Group may require access to your backyard/property in order to complete these inspections. City staff may also be onsite during the work to help assist homeowners in answering any questions and ensure the work is being completed according to plan. Please feel free to contact the RJN Group representative, Joe Sullivan, at 630-346-2877 if you have any questions regarding this study. We appreciate your cooperation in completion of this very important project. If you have any questions about the sewer evaluation program, please contact me at 630-293-2255 or rhorvath(@westchicago.org. Sincerely, Heh MomaF Rocky Horvath Utility Superintendent 475 Main Street | T (630) 293-2200 Ruben Pineda West Chicago, Mlinois F (630) 293-3028 sic — www.westchica Nancy M, Smit Michael L. Guttman 60185 www.westchicago.arg SOP AEA CITY ADMINISTRATOR ===== PDF PAGE 60 ===== [Extraction: OCR (rendered-page OCR)] Clty OF WEST CHICAGO WHERE HISTORY & PROGRESS MEET Estimado Residente de West Chicago: En su esfuerzo continuo de mejorar la infraestructura de la Ciudad de West Chicago, el Departamento de Obras Publicas estara Ilevando a cabo un estudio para evaluar las condiciones del sistema de alcantarilla sanitaria de la Ciudad e identificar sitios donde agua de lluvia esta entrando al sistema de alcantarillado sanitario de la Ciudad dentro de su vecindad, El estudio, referido como el Estudio de Evaluacién de Alcantarillado Sanitario 2018, es siendo llevado a cabo por la compafifa de ingenicrfa RJN Group, Inc. de Wheaton, Illinois, e incluye los siguientes trabajos: e Identificar los sitios de estructura a medida de inspeccionar los pozos. e Limpiar y televisar la tuberia del alcantarillado sanitario por National Power Rodding Corporation como subcontratista de RJN Group, Inc. e Evaluacién de la condicién de pozos del alcantarillado sanitario e inspecciones de clima lluvioso. e Examen de humo al sistema de alcantarillado sanitario. Puede ser que un representante de RJN Group requiera acceso a su propiedad para poder cumpletar estas inspecciones. El personal de la Ciudad también estar presente durante el trabajo para ayudar a duefios de casa y responder a cualquier pregunta y asegurarse que el trabajo esta siendo cumplido segtin el plan. Por favor siéntase libre en contactar al representante de RJN Group, Joe Sullivan, al 630-346- 2877 si tiene cualquier pregunta sobre el estudio de evaluaci6n. Nosotros apreciamos su cooperacién para llevar a cabo este proyecto sumamente importante. Si tiene cualquier pregunta sobre el programa de evaluacién del alcantarillado, por favor contacte a Adrian Marquez al 630-293-2200 extensién 123 o amarquez@westchicago.org. Sinceramente, L2G Mont Rocky Horvath Superintendente de Utilidad 475 Main Street | T (630) 293-2200 Ruben Pineda West Chicago, Illinois F (630) 293-3028 aie 60185 | wiww.westchicago.org ' | Nancy M, Smith Michael L. Guttman CITY CLERK CITY AOMINISTRATOR ===== PDF PAGE 61 ===== [Extraction: OCR (rendered-page OCR)] CITY oF WHERE HISTORY & PROGRESS MEET July 2018 Dear West Chicago Resident: In its ongoing efforts to improve the City of West Chicago’s infrastructure, the Public Works Department will be conducting a program to identify locations where storm water is entering the City sanitary sewer system. The study, being performed by the engineering firm RJN Group, Inc. of Wheaton, Illinois, includes smoke testing of the sanitary sewers in the area indicated on the map included with this letter. Smoke testing is a simple means of locating openings in the sewer system that allow surface rainwater runoff to enter the sanitary sewers. Air combined with non-toxic smoke is forced into the sewer lines to disclose the location of connections and leaks. Smoke will appear where there are defects in the main sewer line or laterals (connection between the main line and a building) or where there are other connections to the sewer system such as roof drains, patio drains, and footing drains. Smoke should not enter buildings unless there is defective plumbing or dried-up drain traps. To help prevent smoke from entering your home, please pour water into infrequently used sinks and floor drains. You should always feel free to call 911 in an emergency. However, if you believe smoke is entering your home from smoke testing, please contact a member of the RJN field crew if they are still on your street. If the RJN field crew is no longer in the area you may contact RJN Group’s office at 630-682- 4700. The smoke is non-toxic, creates no fire hazard, leaves no residue, dissipates quickly, and is harmless. However, if someone in your home has respiratory problems, you may wish to take extra precautions on your own, such as leaving your home until the smoke testing is completed. The smoke testing will be started in early August and is anticipated to be completed by mid- August. Additional notification will be provided by door hanger cards 24 - 72 hours before the smoke testing is to start in your area and signs will be posted at highly visible intersections when the crews are testing. Additional information on smoke testing can be found on the RJN website: www.rjn.com under the “Are we smoke testing in your area?” image and on the City’s website: www.westchicago.org. Ifyou have questions please call Joe Sullivan at RJN at (630) 682-4700 x337 or Rocky Horvath at the City of West Chicago Department of Public Works at (630) 293-2255. Sincerely, City of West Chicago, Department of Public Works 475 Main Street T (630) 293-2200 Ruben Pineda West Chicago, Mlinois F (630) 293-3028 iit 60185 www.westchicago,org Nancy M, Smith Michael 1.. Guttman CITY CLERK CITY ADMINISTRATOR ===== PDF PAGE 62 ===== [Extraction: OCR (rendered-page OCR)] City oF WHERE HISTORY & PROGRESS MEET Julio 2018 Estimado residente de la Ciudad de West Chicago: En un esfuerzo continuo de mejorar la infraestructura de la Ciudad de West Chicago, el Departamento de Trabajos Publicos, estara conduciendo un programa para identificar donde el sistema de agua fluvial esta entrando al sistema sanitario. El estudio esté siendo conducido por la firma de ingenieros de la compafiia RJN group Inc. de Wheaton, Illinois, e incluye pruebas de humo en las lineas del drenaje sanitario en el area indicada en el mapa incluido en esta carta. Las pruebas de humo son una forma sencilla para localizar aperturas en el sistema del drenaje que permite la entrada de agua cuando llueve en el sistema sanitario. Aire combinado con humo, no toxico es forzado en las lineas del drenaje para localizar las conexiones y las infiltraciones. El humo va aparecer donde haya defectos en la linea principal o laterales (la tuberia que conecta la linea principal y la de la casa 0 edificio) o donde haya otras conexiones al sistema sanitario como, el drenaje del techo, el drenaje del patio y el drenaje debajo de la tierra. El humo no debe entrar a su casa o edificio al menos que usted tenga plomeria defectuosa o trampas del desagiie secas, Para evitar que el humo entre a su casa 0 edificio, por favor ponga agua en las trampas y desagiies que no usa con frecuencia. En caso de emergencia usted siempre debe llamar al 911. De cualquier manera si usted cree que el humo que esta entrando a su casa es de las pruebas de humo, por favor contacte a alguien de la cuadrilla de trabajadores de RJN si todavia se encuentra en su calle, Si la cuadrilla de trabajadores ya no esta en su area puede llamar a la oficina de RJN Group al 630- 682-4700. El humo no es t6xico, no crea ningun riesgo de incendio, no deja residuos, desaparece pronto y es inofensivo. Sin embargo, si hay alguien en su casa con problemas respiratorios, debera tomar extra precaucién por su cuenta, como salir de su casa hasta que las pruebas de humo sean terminadas. El humo de la prueba se iniciaré a mediados de julio y se prevé que concluira a principios de agosto. Informacion adicional sera proveida 24- 72 horas antes de empezar las pruebas de humo en su area, que colgaremos en sus puertas. Anuncios altamente visibles seran colocados en las intersecciones cuando las cuadrillas estén trabajando. Informacién adicional sobre las pruebas de humo se puede encontrar en la pagina Web de RIN: www.rjn.com, bajo “Are we smoke testing in your area?” “Estamos haciendo pruebas de humo en su area?” o en la pagina web de la Ciudad: www.westchicago.org. Si tiene preguntas por favor llame a David Edgren de RJN al 630-682-4700 extensién 322 o Rocky Horvath del Departamento de Trabajos Publicos de la Ciudad de West Chicago al 630-293-2255. Sinceramente Ciudad de West Chicago, Departamento de Trabajos Publicos 475 Main Street T (630) 293-2200 | Ruben Pineda West Chicago, Mlinois F (630) 293-3028 see 60185 www.westchicago.org | Nancy M. Smith Michael 1. Guttman CITY CLERK CITY ADMINISTRATOR ===== PDF PAGE 63 ===== [Extraction: OCR (rendered-page OCR)] NOTICE Inspection crews will be conducting a physical survey of the City of West Chicago sanitary sewer system in your area. Workers will be accessing manholes to “SMOKE TEST” sewers and locate defects in the system. The smoke is NON- TOXIC, HARMLESS AND CREATES NO FIRE HAZARD. The smoke should not enter your home unless you have defective plumbing or dried up drain traps. Pour 1 gallon of water down all floor drains and any rarely used sinks/tubs/ toilets to ensure that a water barrier is maintained in the drain traps. The drain trap water barrier is there to prevent sewer gases or odors from entering the building. If the drain trap water barrier is present and smoke does enter your home, the potential exists for sewer gases to also enter your home and you should consult a licensed plumber to fix the problem. ier: Drain Floor rain | iM Hower: to y Main 4] Sewer to City Main >} ie WY Air Gap Water —> Dry or Leaking Floor Drain: Working Floor Drain: Sewer Gases are not Contained Sewer Gases are Contained Some sewer lines and manholes may be located in backyards. Whenever these lines require investigation, members of the inspection crews will need access to the sewer lines and manholes. These crews are RJN Group personnel and will be identified with uniforms and badges. Homeowners do not need to be home and FIELD CREWS ARE NOT REQUIRED TO ENTER YOUR BUSINESS OR RESIDENCE. Water If smoke enters your home, and the field crew is still on your street, please contact a member of the crew or the RJN Field Crew Leader at 630-639-1914. We anticipate the smoke testing will require a few days in your area. Your cooperation is appreciated. The information gained from this study will be used to improve the sewer system in keeping with state and federal regulations. For additional information: West Chicago website: www.westchicago.org RJN Group website: www.rin.com/client-portal City of West Chicago, Public Works Director — Rob Flatter — 630-293-2255 RJN Project Manager, Joe Sullivan — 630-346-2877 ===== PDF PAGE 64 ===== [Extraction: OCR (rendered-page OCR)] AVISO En los préximos dias, grupos de inspectores estaran conduciendo un examen fisico del sistema del drenaje de la Ciudad de West Chicago. Los trabajadores tendran acceso a las alcantarillas para hacer pruebas de humo y localizar defectos en el sistema de drenaje. EL HUMO NO ES TOXICO, ES INOFENSIVO Y NO CREA NINGUN RIESGO DE INCENDIOS. El humo no debe entrar a su plomeria defectuosa o trampas " pone mp rr Si ee tiene algtin desagiie que no ha sido utilizado con frecuencia, por favor vierta una jarra grande de agua en el desaglie para llenar la trampa. Esto debe evitar que el humo entre el edificio. Si humo entra a través de una trampa llena, existe la posibilidad de que los gases del drenaje entren a su casa 0 establecimiento y usted debe consultar un plomero licenciado para arreglar el problema. Floor Drain Floor Drain ye Sewer to City Main | ‘| Seteae te chy Mane | | | (= Dry or Leaking Floor Drain: Working Floor Drain: Sewer Gases are not Contained Sewer Gases are Contained Algunas tuberias y alcantarillas se localizan en las yardas traseras. Cuando estas tuberias requieren una investigacion, los miembros del grupo de inspectores necesitaran acceso a la yarda trasera para inspeccién. Estos equipos de trabajadores son personal de RJN Group y estaran uniformados y llevando sus respectivas tarjetas de identificacién. Los duefios de casa no necesitan estar presente y EN NINGUN MOMENTO LOS EQUIPOS DE TRABAJADORES NECESITAN ENTRAR ASU NEGOCIO O RESIDENCIA. Si entra humo a su casa por favor contacte a uno de los trabajadores si todavia se encuentran en su calle, o llame al jefe de la cuadrilla: 630-639-1914. Anticipamos que las pruebas de humo duraran unos pocos dias en su area. Se le agradece su cooperacién. La informaci6n obtenida de este estudio sera utilizado para mejorar el alcantarillado de acuerdo con regulaciones estatales y nacionales. Informacién adicional se encuentra en la web: Pagina Web de West Chicago: www.westchicao.org Pagina Web de RJN Group: www.rin.com/client-portal David Edgren, RUN (Hispanohablante) - 630-346-4633 Ciudad de West Chicago, Departamento de Trabajos Publicos Rob Flatter — 630-293-2255 a re eS ===== PDF PAGE 65 ===== [Extraction: OCR (rendered-page OCR)] ATTENTION RESIDENTS! Sewer Cleaning & Internal Television Inspection of Sewers Project to Begin. As another community improvement, the City of West Chicago has contracted with National Power Rodding Corp. to clean, tele- vise and rehabilitate the sanitary sewers in your neighborhood. Work will begin in your area within 1-3 business days and will last 1 -2 days. The cleaning process uses high-pressure water jetting equipment that may induce pressure changes in the sewer. Below are helpful tips to reduce any inconvenience during the scheduled work: @ Keep toilet seat covers down. @ Make sure pea traps have water to prevent odors from entering the basement. @ Cover basement drains to prevent backsplash. @ Loosen caps or plugs on any exterior sewer service cleanouts. If you have any questions, please contact: National Power Rodding Corp. Office: 312-666-7700 or City of West Chicago 630-293-3028 ATTENTION RESIDENTS! Sewer Cleaning & Internal Television Inspection of Sewers Project to Begin. As another community improvement, the City of West Chicago has contracted with National Power Rodding Corp. to clean, tele- vise and rehabilitate the sanitary sewers in your neighborhood. Work will begin in your area within 1-3 business days and will last 1 -2 days. The cleaning process uses high-pressure water jetting equipment that may induce pressure changes in the sewer. Below are helpful tips to reduce any inconvenience during the scheduled work: @ Keep toilet seat covers down. @ Make sure pea traps have water to prevent odors from entering the basement. @ Cover basement drains to prevent backsplash. @ Loosen caps or plugs on any exterior sewer service cleanouts. If you have any questions, please contact: National Power Rodding Corp. Office: 312-666-7700 or City of West Chicago 630-293-3028 ===== PDF PAGE 66 ===== [Extraction: OCR (rendered-page OCR)] DEFECTS AND RECOMMENDATION TABLES 88 2a rjngroup ERQUCLUG infrastructure for tomorrow ===== PDF PAGE 67 ===== [Extraction: OCR (rendered-page OCR)] 410100178 415100112 415100113 415100123 415100123 415100128 415100129 415100134 415100133 410100178 409100077 409100079 410100134 410100138 410100140 410100143 410100144 410100136 410100140 410100147 415100122 415100123 410100130 410100133 410100136 410100142 410100146 410100146 410100146 410100149 410100154 410100157 410100167 j 410100187 410100191 | 415100124 415100129 410100177 415100111 415100112 415100119 415100119 415100127 415100128 415100133 415100132 Total: 410100177 Total: 410100179 409100077 410100135 410100139 410100139 410100144 410100149 Total: 410100137 410100139 410100148 415100121 415100119 410100131 410100138 410100137 410100141 410100145 410100145 410100145 410100151 410100159 410100156 410100166 410100188 410100190 415100123 415100128 | Total: City of West Chicago, IL 2018 SSES - Smoke Testing Observation Summary 145 E Hazel St 1036 Allen Ave 1016 Allen Ave 1020 Barber St 1040 Barber St 1024 Blakely St 234 Glen St 246 Glen Ave 1024 Bishop St 145 E Hazel St 9 Manhole, Upstream Manhole Upstream Manhole Upstream Manhole Upstream Manhole Upstream Manhole Upstream Manhole Upstream Manhole Upstream Manhole Upstream Manhole Upstream PUBLIC SECTOR DEFECTS lr 3 . : alr = Manhole Downstream 1 Manhole, Downstream Unpaved Low Unpaved 720 Low Unpaved 720 Low Unpaved 720 High Unpaved 720 Low Unpaved 720 High Unpaved 720 High Unpaved 720 Medium Unpaved 720 Total: 6,480 Low Unpaved 720 Total: 720 City of West Chicago, IL 2018 SSES - Smoke Testing Observation Summary PRIVATE SECTOR DEFECTS: 118 W Hazel St 134 W Hazel St 717 S Oak St 514 E Forest Ave 828 Gates St 713 Gates St 648 Gates St 7 Cleanout, Defective 808 S Oak St 828 Gates St 727 Elizabeth St 177 Augusta Ave 1040 Barber St 808 S Neltnor Blvd 528 E Forest Ave 815 S Oak St 733 Gates St 514 E Brown St 517 E Brown St 525 E Brown St 349 E Brown St 721 Bishop St 201 E Hazel St 820 Elizabeth St 319 E Brown St 240 E Brown St 1105 Barber St 1009 Barber St 15 Latera Cleanout, Defective Cleanout, Defective Cleanout, Defective Cleanout, Defective Cleanout, Defective Cleanout, Defective Cleanout, Defective Cleanout, Missing/Broken Cap Cleanout, Missing/Broken Cap Cleanout, Missing/Broken Cap Cleanout, Missing/Broken Cap Cleanout, Missing/Broken Cap Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Page 1 of 2 High High Low High Low Low Medium low Low Low Low low Medium Unpaved 1,440 Unpaved 1,440 Unpaved 1,440 Unpaved 1,440 Unpaved 1,440 Unpaved 1,440 Unpaved 1,440 Total: 10,080 Unpaved Unpaved Unpaved Paved Unpaved Unpaved 1,440 Unpaved 1,440 Unpaved 1,440 Unpaved 1,440 Unpaved 1,440 Unpaved 1,440 Unpaved 1,440 Unpaved 1,440 Unpaved 1,440 Unpaved 1,440 Unpaved 1,440 Unpaved 1,440 Unpaved 1,440 Unpaved 1,440 Unpaved 1,440 ‘Total: 21,600 ===== PDF PAGE 68 ===== [Extraction: OCR (rendered-page OCR)] City of West Chicago, IL 2018 SSES - Smoke Testing Observation Summary 410100129 410100130 724 E Lester St Building Interior 410100148 = 410100149 414 Elizabeth St Building interior 410100149 410100151 341 E Brown St Building Interior 410100149 = 410100151 357 E Brown St Building Interior 410100139 410100165 432 E Forest Ave Non-Smoking Vent Stack Low Paved 410100139 410100165 435 E Forest Ave Non-Smoking Vent Stack Low Unpaved ( 410100143 410100144 704 Gates St Non-Smoking Vent Stack Low Paved 410100147 410100167 732 Elizabeth St Non-Smoking Vent Stack Low Paved 410100147 410100167 735 Elizabeth St Non-Smoking Vent Stack Low Unpaved 410100147 410100167 740 Elizabeth St Non-Smoking Vent Stack Low Unpaved 410100151 410100154 313 Bishop St Non-Smoking Vent Stack low Unpaved 410100151 410100154 320 Bishop St Non-Smoking Vent Stack Low Unpaved 410100167 410100166 823 Elizabeth St Non-Smoking Vent Stack Low Unpaved 410100167 410100166 828 Elizabeth St Non-Smoking Vent Stack Low Unpaved 410100170 410100171 115 E Forest Ave Non-Smoking Vent Stack Low Unpaved 410100174 410100173 747 Joliet St Non-Smoking Vent Stack low Unpaved 415100114 415100113 1004 Allen Ave Non-Smoking Vent Stack low Unpaved 415100117. 415100116 245 Glen Ave Non-Smoking Vent Stack Low Paved 415100137 410100165 904 Elizabeth St Non-Smoking Vent Stack Low Unpaved 415100138 415100137 900 Elizabeth St Non-Smoking Vent Stack Low Unpaved Total; 17 Non-Smoking Vent Stack Page 2 of 2 ===== PDF PAGE 69 ===== [Extraction: OCR (rendered-page OCR)] City of West Chicago, IL 2018 Manhole Rehabilitation Recommendations Frame Manhole Replace Seal & seal S Internal ae Grout Repair Replace Manhole No. street Street Name Structure Material Surface Type | Adjustment | Diameter Ser Ue eee ee | masa acush a Chimney cron Wall Aube ef Comentito Bottom Bench & Bench & nat Eee Other Recommendation Comments Number Height (in) (in) Depth (ft) Frame Frame Frame Seal Joints | WallJoints} us Coat 18" nroten Trough Section Paved) (Paved) | (Unpaved) 409100077 118 W Hazel St Precast Concrete Asphalt 4 48 7.7 xX Chimney deteriorated 409100079 141 W Hazel St Precast Concrete Asphalt 4 48 7.95 X Damaged Frame 409100080 114 W Lester St Precast Concrete Asphalt 48 11.61 None 409100081 134 W Lester St Precast Concrete Asphalt 36 3:2) x li Damaged Frame 410100128 712 S Neltnor Blvd Precast Concrete Asphalt 4 48 8.69 t [ None 410100129 724S Rt59 Precast Concrete Asphalt 18 48 11.7 None 410100130 500 E Lester St Precast Concrete Asphalt 36 36 10.15 Xx xX 36" chimney 410100131 819 Rt59 Precast Concrete Asphalt 27 48 9.85 xX | Inflow Evidence on Chimney 410100132 822 S Neltnor Blvd Precast Concrete Asphalt 24 36 7.22 xX clean manhole and inflow evidence on chimney 410100133 530 E Forest Ave Precast Concrete Non-Paved 30 48 6.1 Replace Manhole 30" chimney 410100134 700 S Oak St Precast Concrete Asphalt 2 48 8.73 None 410100135 724 S Oak St Precast Concrete Asphalt 1 48 Hed. call None 410100136 805 S Oak St Precast Concrete Asphalt 1 48 10.22 None 410100137 828 S Oak St Precast Concrete Asphalt 4 48 12.55 [= None 410100138 523 E Forest Ave Precast Concrete Asphalt 12 48 14.5 None 410100139 828 Gates St Precast Concrete Asphalt 48 17.04 Patch Cone Damaged Cone 410100140 820 Gates St Precast Concrete Asphalt 2 48 8.81 None 410100141 740 Gates St Precast Concrete Asphalt 3 48 7.98 1 None 410100142 724 Gates St Precast Concrete Asphalt 48 7.1 xX 410100143 701 Gates St Precast Concrete Asphalt 4 48 8.23 None, Possible corrosion 410100144 701 Gates St Asphalt Inaccessible, Surcharged 410100145 500 E Brown St Precast Concrete Asphalt 48 8.09 410100146 530 E Brown St Precast Concrete Asphalt 48 7.77 Patch Cone Damaged Cone 410100147 728 Elizabeth St Precast Concrete Asphalt 48 8.13 None 410100148 708 Elizabeth St Precast Concrete Asphalt 2 48 7.64 None 410100149 328 E Brown St Precast Concrete Asphalt 10 48 15.62 None 410100151 703 Bishop St Precast Concrete Asphalt 8 48 15.08 x 410100152 709 Bishop St Precast Concrete Asphalt 4 48 9.22 None 410100153 709 Bishop St Concrete Block Asphalt 8 36 7.32 None 410100154 721 Bishop St Precast Concrete Asphalt 2 48 23.8 X 2 [ aes 410100155 700 Bishop St Precast Concrete Concrete 1 48 10.6 Wall Patch Patch wall where rebar is showing 410100156 243 E Hazel St Precast Concrete Non-Paved 2 48 10.18 None 410100157 207 E Hazel St Precast Concrete Non-Paved 48 55 xX xX Roots and dirt in manhole 410100158 145 E Hazel St Precast Concrete Concrete 8 48 6.7 None 410100159 721 Bishop St Precast Concrete Asphalt 4 48 23.61 x X Deteriorated Chimney and Bench 410100160 300 E Lester St Precast Concrete | Asphalt 4 48 20 | = Patch Cone Damaged Cone 410100161 300 E Lester St Precast Concrete Asphalt 2 48 9.52 Clean Manhole 410100162 817 Bishop St Precast Concrete Asphalt 48 9.38 None 410100163 829 Bishop St Precast Concrete Asphalt 48 10.1 None 410100164 829 Bishop St Precast Concrete | Asphalt 48 10.22 xX Wall Patch Deteriorated Bench and wall 410100165 828 Elizabeth St Precast Concrete Asphalt 12 48 16.25 x 410100166 828 Elizabeth St Precast Concrete Asphalt 2 48 6.9 Clean Manhole 410100167 804 Elizabeth St Precast Concrete Asphalt 10 48 11.43 xX Clean Manhole clean manhole and inflow evidence on chimney 410100168 213 E Forest Ave Precast Concrete Non-Paved 4 48 9.75 x Inflow Evidence on Chimney 410100169 205 E Forest Ave Precast Concrete Non-Paved 8 48 8.4 None 410100170 123 E Forest Ave Precast Concrete Non-Paved 12 48 9.6 L None 410100171 844 Joliet St Precast Concrete Asphalt 8 48 19.88 None 410100172 828 Joliet St Precast Concrete Asphalt | 4 48 15.72 | x 410100173 800 Joliet St Precast Concrete Asphalt 2 72 15.64 None 410100174 733 Joliet St Precast Concrete Asphalt 4 72 16.59 None 410100175 101 E Hazel St Precast Concrete Concrete 6 48 11.32 xX xX 410100176 135 E Hazel St [_ Precast Concrete Non-Paved 16 48 9.37 [ X mse 410100177 141 E Hazel St Precast Concrete Non-Paved 4 36 6.6 xX 410100178 145 E Hazel St Precast Concrete Concrete 48 7.3 Xx 2 Page 1 of 2 ===== PDF PAGE 70 ===== [Extraction: OCR (rendered-page OCR)] City of West Chicago, IL 2018 Manhole Rehabilitation Recommendations Frame Manhole Replace See) S Seal & Internal me | Grout Repair Replace Manhole No. street Street Name Structure Material Surface Type | Adjustment | Diameter Seebeck | TTT | GEL Te tat) Chimney rout Wal Rumba of cementitio Bottom | Bench & Bench & oul) Bore Other Recommendation Comments Number 3 x = Depth (ft) | Frame Frame Frame Joints | WallJoints] us Coat = Section Height (in) (in) (Paved) pated Ganaeed Seal 18' Trough Trough 410100179 728 Joliet St Precast Concrete Asphalt 4 72 17.41 x 410100180 101 E Brown St Brick Asphalt 2 48 13.38 (Ez x 410100182 110 E Brown St Precast Concrete Asphalt 48 9.12 None 410100183 | 129 E Brown St Precast Concrete Asphalt 0 48 11.22 None 410100184 200 E Brown St Brick Asphalt 14 48 7.75 xX x 410100185 200 E Brown St Precast Concrete Asphalt 0 48 755: [2s [ None 410100186 641 Barber St Precast Concrete Non-Paved 10 36 6.4 x 410100187 320 E Brown St Brick Asphalt 4 48 6.78 SIE L x | x 410100188 300 E Brown St Brick Asphalt 4 48 7.78 xX xX 410100190 298 E Brown St Precast Concrete Non-Paved 4 48 7.62 None 410100191 204 E Brown St Precast Concrete Non-Paved 14 48 8.22 None 410100192 653 Joliet St Precast Concrete Asphalt 4 48 18.45 None 415100105 1009 Joliet St Precast Concrete Asphalt 4 48 23.4 x Can't see wall condition 415100106 100 Glen Ave Precast Concrete Asphalt 6 48 20.75 X x 1 415100107 901 Joliet St Precast Concrete Asphalt 4 48 21.88 xX 415100108 1033 Joliet St Precast Concrete Non-Paved 8 48 16.15 Minor Corrosion, None 415100109 100 Augusta Ave Precast Concrete Asphalt 48 14.08 Minor Corrosion, None 415100111 100 Augusta Ave Precast Concrete Asphalt 48 13.85 I None 415100112 1032 Allen Ave | __ Precast Concrete Non-Paved 48 6.54 xX 415100113 1016 Allen Ave Concrete Block Non-Paved 14 48 7.88 xX wel Next to garage 415100114 109 Glen Ave Concrete Block Asphalt 48 7.58 xX | 415100115 213 Glen Ave Concrete Block Asphalt 4 48 6.68 x x x 415100116 233 Glen Ave Concrete Block Asphalt 2 48 6.02 x 415100117 257 Glen Ave Concrete Block Asphalt 2 48 6.3 x | X 415100118 121 Augusta Ave Precast Concrete Asphalt 48 13.88 Minor Corrosion, None 415100119 131 Augusta Ave Precast Concrete Asphalt 4 48 15.32 None 415100120 130 Augusta Ave Precast Concrete Asphalt 48 2.8 X Epoxy Coat Clean manhole, Corrosion - May need epoxy 415100121 264 Augusta Ave Precast Concrete Asphalt 8 48 3.3 x Epoxy Coat Corrosion - Epoxy 415100122 264 Augusta Ave Asphalt ie | Inaccesible, This may be a cleanout, not a manhole 415100123 1036 Barber St | Precast Concrete Non-Paved 48 4.3 x Next to wooden fence 415100124 1016 Barber St Concrete Block Non-Paved 48 7.82 xX 415100125 200 Glen Ave Concrete Block Non-Paved 48 8.45 | xX 415100126 264 Augusta Ave Precast Concrete Asphalt 48 16.22 Minor Corrosion, None 415100127 1100 Blakely St None Non-Paved 48 3.16 x 415100128 1020 Blakely St Concrete Block Non-Paved 48 55 None 415100129 234 Glen St Concrete Block Non-Paved 48 7.08 None 415100130 276 Augusta Ave Precast Concrete Asphalt 8 48 17.28 None 415100131 231 Augusta Ave Precast Concrete Asphalt 48 16.76 [ | None 415100132 1105 Blakely St Precast Concrete Non-Paved 14 48 6.8 xX | _| | x Next to wooden fence 415100133 1025 Blakely St Precast Concrete Non-Paved | 4 48] 4.75 xX Next to metal fence 415100134 246 Glen Ave Precast Concrete Non-Paved 6 48 8.62 x x x Next to metal fence 415100135 231 Augusta Ave Precast Concrete Asphalt 4 48 15.65 Patch wall deterioration 1 near the invert 415100137 901 Elizabeth St Precast Concrete | Asphalt 2 48 7.94 X 415100138 917 Elizabeth St Precast Concrete Asphalt 12 48 8.62 xX 415100139 905 Gates St Precast Concrete Asphalt 26 48 7.71 x 415100140 927 Gates St Precast Concrete Asphalt 18 48 10.03 L xX Can't see bench/channel condition 415100141 901 S Oak St Precast Concrete Asphalt 24 48 7.22 x 415100142 921 S Oak St Precast Concrete Asphalt 48 9.85 ‘al None 415100143 901 Hahn PI Precast Concrete Concrete 48 7.77 None 415100145 276 Augusta Ave Precast Concrete Concrete 4 48 11.2 Clean bench Page 2 of 2 ===== PDF PAGE 71 ===== [Extraction: OCR (rendered-page OCR)] WEST CHICAGO 2018 LINING PRIORITIES (in.) Material | Length (ft)| Grouts sees aaron | 8A yas} _ | 409100079 | 409100077 | 8 | Pvc | 247 | 409100080 | 410100173 | 8 | pvc | 235 [| o | | None | 409100081 | 409100080 | 8 | __—~PVC 2a7_ {| a | | None | 410100128 | 410100129 | 8 | vep_ | 325 [| 2 | | High |_ 410100131 | 410100132 |__8 | _vcp_ | __325 0 High vep | 41 | 0 {| Medium _| | 410100133 | 410100138 |_10 | vcp_ | 282, | Oo | | Medium | | 410100134 | 410100135 | 8 __—|__—vcP 342, | 10 | 0 | Medium __| | 410100135 | 410100136 | 8 | pvc | 342 {| o | | None | |_ 410100136 | 410100137 |__ 8 | vcp_ [| 363 [| 7 | 0 [| Medium | | 410100137 | 410100138 | __8 | ver | 150 | oO | 12 | Medium | | 410100138 | 410100139 | _10 | vep | 332 | o [| | Medium _| | 410100139 | 410100165 | _10 | vcp__| 331 | oo | | High | 410100140 | 410100139 | 8 | vcr | go | a] | Medium | 410100141 | 410100140 | 8 |_~—vcr_—| 393, | | High | 410100142 | 410100141 | 8 | vcr | tn | S| | Medium | 410100142 | 410100143 |_ 8 | vcr] 30a | 7 | Medium | 410100143 | 410100144 | 8 | ven | tio | || Mee | 410100144 | 410100149 | 8 | vcr | 333 | | | Medium | 410100145 | 410100144 | 8 | ven | ga | a | Medium | 410100146 | 410100145 | 8 | vcr | 300 | St | | High | 410100147 | 410100167 |__| vep__| 308 =| 4 | 2 | High | 410100147 | 410100148 |__ 8 | vert 22a | 4] | Medium _ | 410100148 | 410100149 |__8_ | vcr | 100 | 1 | | NotCompleted | | 410100149 | 410100151 | 8 | ven =| 340 | 8 | tT Meedium | 410100151 | 410100154 | 10 | vcp_ | 321 | oo | | Medium | 410100153 | 410100152 | 10 | vcr | 290 | o | | Medium _| | 410100154 | 410100159 |_10_ | vcr | 22, | oS] | Medium | 410100155 | 410100154 | _10 | vcp_ | 28 {| o | | High |_ 410100156 | 410100155 |__8 | _vcp_ | 275 | oo | 1 | Medium | | 410100157 | 4101001s6 | 8 | ver | 267 _ | o | 1 | High | | 410100159 | 410100160 | 10 | vcp_ | 267 | oO | 2 | None | | 410100160 | 410100162 | 10 | vcr | 314 | 1 | | Medium | 410100161 | 410100160 | 10 | pvc | 107 | oO | | None | | 410100162 | 410100163 | 10 | vcr | 316 | 0 | 1 | Medium | | 410100163 | 410100168 | 18 | pvc {| 325 | | | Nome | 410100165 | 410100164 | 10 | pvc | 323, | 1 | 410100166 | 410100165 | 8 | ven | tov, | | 410100167 | 410100166 | 8 | —vcp_— | 381_ | 8 |_ 410100168 | 410100169 | 18 | pvc _ | 321 | oo | | 410100169 | 410100170 [_18 | pvc | 309 | 0 | Page 1 of 3 ===== PDF PAGE 72 ===== [Extraction: OCR (rendered-page OCR)] WEST CHICAGO 2018 LINING PRIORITIES Diameter Televised (in.) Length (ft) PVC 376 0 cP 252 0 | 410100172 | 410100171 |_33_ | cp | 34a | 38 | | Medium _ | 410100173 | 410100172 | 33, | cp [| 330_—*[ a | | Medium _ | 410100174 | 410100173 | 33_ | cp | 225 | oT Medium _ 410100176 | 410100175 8 vcP o | 1 | Medium | | 410100177 | 410100176 | 8 | vee =| az | oT tw | 410100178 | 410100177 |_8_ | pvc [| 91 [ o [| | None | | 410100158 | 410100178 | | pvc | 79 | oT Nore | 410100179 | 410100174 | __33_ | pvc _ | 101 | 2 [| | Medium _| | 410100182 | 410100180 | 8 | _vep_—| 191 | 2 | | Medium __| | 410100192 | 410100179 |_33_ | ~—cp_ S| 326 | 4 | | Meedium _ | 410100183 | 410100182 |_8__ | _vep_ | 135 | oo | | Medium _ | 410100183 | 410100184 |__ 8 | vcr | 238 | S| | Medium _ | 410100184 | 410100185 |_ 8 | vcr | 20, | =o | | Medium _ | 410100190 | 410100188 |_| Sch S| 3 | | | Meedium | 410100191 | 410100190 |_8 | _vep_ | 420 | 1 | | Medium __| | 410100185 | 410100188 | 8 |pvcavcp| 461 _ | 5 | | High | 410100186 | ao100185 | 8 | | CC CCT | Nore | 410100187 | 410100188 |__ 8 | pvc&vcp| 252_ | 2 | a | High | 415100105 | 415100108 | 42_ | cp_—| 374 | | | Mee _ | 415100106 | 415100105 |__33_ | cp {| 210 | oO | | Medium _| | 415100107 | 415100106 |__33_ | cp [| 382 | Oo | | Medium __| 415100108 | 415100109 42 cP 335 | o [| | Medium | 415100109 | 415100111 w71s{| ho Cd] Medium 415100111 | 415100118 42 (oe 2 ee es 415100112 | 415100111 |__8__| vcr | 297_ | 4 | 1 | High | 415100113 | 415100112 |__8_ _{__vcp_| 303, | 2 | 1 | Medium __| 415100114 | 415100113 | 8__{ _vcp_| 349 | 2 | 1 | Medium __| 415100115 | 415100114 | 8 | vce | 307, |] 2] Medium 415100116 | 415100115 | __ 8 | vce | 393 | 3 | High 415100117 | 41si00116 | 8 | vce | 403, | || Medium | 415100118 | 415100119 | 42 | cp | 280 | | Medium 415100119 | 415100126 [42 [ce 353, | So] Medium 415100120 | 415100119 |__| vce =| 56 | | Medium 415100123 | 415100119 |__| vce | 353] at | 38 High 415100124 | 415100123 | 8 | vce | 295 | | 2 Medium 415100125 | 415100124 | 8 | vce | a5] | High 415100126 415100127 | 415100126 415100129 | 415100128 415100128 | 415100127 415100130 > = wu ry Oo o = Re wo Page 2 of 3 ===== PDF PAGE 73 ===== [Extraction: OCR (rendered-page OCR)] WEST CHICAGO 2018 LINING PRIORITIES Diameter Pipe Televised (in.) Material | Length (ft) | 415100130 | 415100131 | 42_ {| cp [a9 | oT | 415100131 | 415100135 | 42_ [| cp aag | oT Medium | 415100132 | 415100131 | __ 8 [_ Truss | 408 [| 0 | Medium | | 1 | None | High | Lining Priority | 415100133 | 415100132 | 8 | Truss [40a [aT None | 415100134 | 415100133 | 8 | Truss | 394 | 0 High | 415100137 | 410100165 | 8 | __VCP 219 | aT | Medium | | 415100138 | 415100137 |__ 8 [ver | 237_ | 8 TT Medium | 415100139 | 410100139 |_8_ {| ver | 320 | 4 [a [High | 415100140 | 415100139 |__8_ {| vcr | 136 [ 3 [High | 415100141 | 410100138 | 8 [| vcp_[ 220 | oT | Meedium _ | | 415100142 | 4i5i00141 | 8 | vcr | ta | oT Medium | 415100143 | 410100133 |__| VcP auf io | at High Page 3 of 3 ===== PDF PAGE 74 ===== [Extraction: OCR (rendered-page OCR)] SMOKE TESTING PHOTO LOG S ryneroup ERGQUROUNG i6ras80scr410 for tomorrow : 1 070Ud Sunsay syows - q xIp ===== PDF PAGE 75 ===== [Extraction: OCR (rendered-page OCR)] 11-3217-00: West Chicago, IL 2018 SSES - Fairmeadows & Hillside Central Smoke Observation Summary Building Interior Address: 341 € Brown St Basin: Segment (US : DS): 410100149:410100151 Intensity: Low Drainage Area (SF): 1,000 Surface: Paved Comments: Building Interior Address: 357 E Brown St Basin: Segment (US : DS): 410100149:410100151 Intensity: Low Drainage Area (SF); 1,000 Surface: Unpaved Comments: Building Interior Basin: Segment (US : DS): 410100129:410100130 Intensity: High Drainage Area (SF): 1 Surface: Paved Comments: Building Interior Address: 414 Elizabeth St Basin: Segment (US : DS): 410100148:410100149 Intensity: Low <4 Drainage Area (SF): 1,000 is 5 Surface: Unpaved a =} Comments: 2, ervice Agency + - Page 1 of 14 rynmgroup The Choice for Collection System Solutions ===== PDF PAGE 76 ===== [Extraction: OCR (rendered-page OCR)] 11-3217-00: West Chicago, IL 2018 SSES - Fairmeadows & Hillside Central Smoke Observation Summary Cleanout, Defective Address: 514 E Forest Ave Basin: Segment (US : DS): 410100138:410100139 Intensity: Low Drainage Area (SF): 100 Surface: Unpaved Comments: Cleanout, Defective Address: 648 Gates St Basin: Segment (US : DS): 410100144:410100149 Intensity: High Drainage Area (SF); 100 Surface: Unpaved Comments: Cleanout, Defective Basin: Segment (US : DS): 410100143:410100144 Intensity: High Drainage Area (SF): 100 Surface: Unpaved Comments: Cleanout, Defective Basin: Segment (US : DS): 410100140:410100139 Intensity: Low Drainage Area (SF): 100 Surface: Unpaved Comments: > “ Page 2 of 14 | & n J re A i The Choice for Celloetion System Solutions Uj ===== PDF PAGE 77 ===== [Extraction: OCR (rendered-page OCR)] 11-3217-00: West Chicago, IL 2018 SSES - Fairmeadows & Hillside Central Smoke Observation Summary Cleanout, Defective Address: 717 S Oak St Basin: Segment (US : DS): 410100134:410100135 Intensity: Low Drainage Area (SF): 100 Surface: Unpaved Comments: Cleanout, Defective Address: 118 W Hazel St Basin: : Segment (US : DS): 409100077:410100179 Intensity: Low Drainage Area (SF): 1 Surface: Unpaved Comments: Cleanout, Defective Basin: Segment (US : DS): 409100079:409100077 Intensity: High Drainage Area (SF): 100 Surface: Unpaved Comments: Cleanout, Missing/Broken Cap Address: 177 Augusta Ave Basin: Segment (US : DS): 415100122:415100121 Intensity: High Drainage Area (SF); 1 Surface: Paved Comments: Page 3 of 14 r n 2TO L The Choice tor Collection System Solutions ===== PDF PAGE 78 ===== [Extraction: OCR (rendered-page OCR)] 11-3217-00: West Chicago, IL 2018 SSES - Fairmeadows & Hillside Central Smoke Observation Summary Cleanout, Missing/Broken Cap Address: 1040 Barber St Basin: ’ Segment (US : DS): 415100123:415100119 Intensity: High Drainage Area (SF): 1 Surface: Unpaved Comments: Cleanout, Missing/Broken Cap Basin: Segment (US : DS): 410100147:410100148 Intensity: High Drainage Area (SF): 1 Surface: Unpaved tS\ulaqezy3 Comments: Cleanout, Missing/Broken Cap Basin: Segment (US : DS): 410100140:410100139 Intensity: High Drainage Area (SF): 2 Surface: Unpaved Comments: Cleanout, Missing/Broken Cap Basin: Segment (US : DS): 410100136:410100137 Intensity: Low Drainage Area (SF): 1 Surface: Unpaved Comments: Page 4 of 14 r jn. group The Choice for Collection System Solutions ===== PDF PAGE 79 ===== [Extraction: OCR (rendered-page OCR)] 11-3217-00: West Chicago, IL 2018 SSES - Fairmeadows & Hillside Central Smoke Observation Summary Lateral Address: 1009 Barber St Basin: Segment (US : DS): 415100129:415100128 Intensity: Medium Drainage Area (SF): 100 Surface: Unpaved Comments: Smoke coming from behind toy truvk Lateral Basin: Segment (US : DS): 415100124:415100123 Intensity: Low Drainage Area (SF): 100 Surface; Unpaved Comments: Lateral Basin: Segment (US ; DS): 410100154:410100159 Intensity: Low Drainage Area (SF); 100 Surface: Unpaved Comments: Lateral Basin: Segment (US : DS): 410100191:410100190 Intensity: Low Drainage Area (SF); 100 Surface: Unpaved Comments: Page 5 of 14 p Tho Choice for Collection System Solutions ===== PDF PAGE 80 ===== [Extraction: OCR (rendered-page OCR)] 11-3217-00: West Chicago, IL 2018 SSES - Fairmeadows & Hillside Central Smoke Observation Summary Lateral Address: 319 E Brown St Basin: Segment (US ; DS): 410100187:410100188 Intensity: Low Drainage Area (SF): 200 Surface: Unpaved Comments: Lateral Basin: Segment (US ; DS): 410100149:410100151 Intensity: Medium Drainage Area (SF); 100 Surface: Unpaved Comments: Lateral Basin: Segment (US : DS): 410100146:410100145 Intensity: High Drainage Area (SF): 100 Surface: Unpaved Comments: Lateral Basin: Segment (US : DS): 410100146:410100145 Intensity: Low Drainage Area (SF): S00 Surface: Unpaved Comments: Page 6 of 14 rjngroup The Choice tor Callaction System Solutions ===== PDF PAGE 81 ===== [Extraction: OCR (rendered-page OCR)] 11-3217-00: West Chicago, IL 2018 SSES - Fairmeadows & Hillside Central Smoke Observation Summary Lateral Address: 525 E Brown St Basin: Segment (US ; DS): 410100146:410100145 Intensity: Low Drainage Area (SF): 100 Surface: Unpaved Comments: Smoke coming out of b box Lateral Basin: Segment (US : DS): 410100133:410100138 Intensity: High Drainage Area (SF): 100 Surface: Unpaved Comments: Lateral Basin: Segment (US : DS): 410100157:410100156 Intensity: Low Drainage Area (SF); 100 Surface: Unpaved Comments: Lateral Basin: Segment (US : DS); 410100167:410100166 Intensity: Low tid Drainage Area (SF): 100 | | fal Surface: Unpaved : rt " Comments: 1 a ; ke i! e Page 7 of 14 rj n g ro u p The Choice for Collection System Solutions ===== PDF PAGE 82 ===== [Extraction: OCR (rendered-page OCR)] 11-3217-00: West Chicago, IL 2018 SSES - Fairmeadows & Hillside Central Smoke Observation Summary Lateral Address: 733 Gates St Basin: Segment (US : DS): 410100142:410100141 Intensity: Low Drainage Area (SF): 100 Surface: Unpaved Comments: Lateral Address: 808 S Neltnor Blvd Basin: ; Segment (US : DS): 410100130:410100131 Intensity: High Drainage Area (SF): 100 Surface: Unpaved Comments: Lateral Basin: Segment (US : DS): 410100136:410100137 Intensity: High Drainage Area (SF); 100 Surface; Unpaved Comments: Manhole Downstream Basin: Segment (US : DS): 410100178:410100177 Intensity: Low Drainage Area (SF): 100 Surface: Unpaved Comments: Page 8 of 14 rjngroup The Choice for Collection System Solutions ===== PDF PAGE 83 ===== [Extraction: OCR (rendered-page OCR)] 11-3217-00: West Chicago, IL 2018 SSES - Fairmeadows & Hillside Central Smoke Observation Summary Manhole Upstream Address: 1016 Allen Ave Basin: Segment (US ; DS): 415100113:415100112 Intensity: Low Drainage Area (SF): 100 Surface; Unpaved Comments: Manhole Upstream Basin: Segment (US : DS): 415100112:415100111 Intensity: Low Drainage Area (SF): 100 Surface: Unpaved Comments: Manhole Upstream Basin: Segment (US : DS): 415100123:415100119 Intensity: Low Drainage Area (SF): 100 Surface: Unpaved Comments: Manhole Upstream Basin: Segment (US : DS): 415100123:415100119 Intensity: High Drainage Area (SF): 200 Surface: Unpaved Comments: Page 9 of 14 rj ne roup The Choice for Celloction System Solutions ===== PDF PAGE 84 ===== [Extraction: OCR (rendered-page OCR)] 11-3217-00: West Chicago, IL 2018 SSES - Fairmeadows & Hillside Central Smoke Observation Summary Manhole Upstream Address: 1024 Bishop St Basin: Segment (US : DS): 415100133:415100132 Intensity: Medium Drainage Area (SF): 100 Surface: Unpaved Comments: Covered by fence Manhole Upstream Address: 1024 Blakely St Basin: Segment (US ; DS): 415100128:415100127 Intensity: Low Drainage Area (SF): 100 Surface: Unpaved Comments: Manhole Upstream Basin: Segment (US : DS): 415100134:415100133 Intensity: High Drainage Area (SF): 100 Surface: Unpaved Comments: Manhole Upstream Address: 234 Glen St Basin: Segment (US : DS): 415100129:415100128 Intensity: High Drainage Area (SF): 100 Surface: Unpaved Comments: Page 10 of 14 r g ro u The Choice far Collection System Solutions ===== PDF PAGE 85 ===== [Extraction: OCR (rendered-page OCR)] 11-3217-00: West Chicago, IL 2018 SSES - Fairmeadows & Hillside Central Smoke Observation Summary Non-Smoking Vent Stack Address: 1004 Allen Ave Basin: Segment (US ; DS): 415100114:415100113 Intensity: Low Drainage Area (SF): 1,000 Surface: Unpaved Comments: Non-Smoking Vent Stack Basin: Segment (US : DS); 410100151:410100154 Intensity: Low Drainage Area (SF); 1,000 Surface: Unpaved Comments: Non-Smoking Vent Stack Address: 320 Bishop St Basin: Segment (US ; DS): 410100151:410100154 Intensity: Low Drainage Area (SF): 1 Surface: Unpaved Comments: Non-Smoking Vent Stack Basin: Segment (US : DS): 410100170:410100171 Intensity: Low Drainage Area (SF): 1 Surface: Unpaved Comments: Page 11 of 14 rj meroup The Choice for Collection System Solutions ===== PDF PAGE 86 ===== [Extraction: OCR (rendered-page OCR)] 11-3217-00: West Chicago, IL 2018 SSES - Fairmeadows & Hillside Central Smoke Observation Summary Non-Smoking Vent Stack Address: 432 E Forest Ave Basin: . Segment (US : DS): 410100139:410100165 =) . ] Intensity: Low j } Drainage Area (SF): 1 Surface: Paved Comments: Non-Smoking Vent Stack Address: 435 E Forest Ave Basin: Segment (US : DS): 410100139:410100165 Intensity: Low Drainage Area (SF): 2,000 Surface; Unpaved Comments: Non-Smoking Vent Stack Basin: Segment (US : DS): 410100147:410100167 Intensity: Low Drainage Area (SF): 1 Surface: Paved Comments: Non-Smoking Vent Stack Basin: Segment (US : DS): 410100147:410100167 Intensity: Low Drainage Area (SF): 1,000 Surface: Unpaved Comments: Page 12 of 14 rjmgroup The Choice for Collection System Solutions, ===== PDF PAGE 87 ===== [Extraction: OCR (rendered-page OCR)] 11-3217-00: West Chicago, IL 2018 SSES - Fairmeadows & Hillside Central Smoke Observation Summary Non-Smoking Vent Stack Address: 740 Elizabeth St Basin: Segment (US ; DS): 410100147:410100167 Intensity: Low Drainage Area (SF): 1 Surface: Unpaved Comments: Non-Smoking Vent Stack Address: 823 Elizabeth St Basin: Segment (US : DS): 410100167:410100166 Intensity: Low Drainage Area (SF): 2,000 Surface: Unpaved Comments: Doesn’t have vent stack Non-Smoking Vent Stack Basin: Segment (US : DS): 410100167:410100166 Intensity: Low Drainage Area (SF): 1 Surface: Unpaved Comments: Non-Smoking Vent Stack Address: 900 Elizabeth St Basin: Segment (US ; DS): 415100138:415100137 Intensity: Low Drainage Area (SF): 2,000 Surface: Unpaved puS\uregezi|3} Comments: Page 13 of 14 rjngroup The Choice for Colloction System Solutions ===== PDF PAGE 88 ===== [Extraction: OCR (rendered-page OCR)] 11-3217-00: West Chicago, IL 2018 SSES - Fairmeadows & Hillside Central Smoke Observation Summary Non-Smoking Vent Stack Address: 904 Elizabeth St Basin: Segment (US : DS): 415100137:410100165 Intensity: Low Drainage Area (SF): 2,000 Surface: Unpaved Comments: Non-Smoking Vent Stack Basin: Segment (US : DS): 410100143:410100144 Intensity: Low Drainage Area (SF); 1 Surface: Paved Comments: Non-Smoking Vent Stack Address: 245 Glen Ave Basin: Segment (US : DS): 415100117:415100116 Intensity: Low Drainage Area (SF); 1 Surface: Paved Comments: Non-Smoking Vent Stack Address: 747 Joliet St Basin: Segment (US ; DS): 410100174:410100173 Intensity: Low Drainage Area (SF): 2,000 Surface: Unpaved Comments; Page 14 of 14 rjngroup Tho Choice far Collection System Solutions ===== PDF PAGE 89 ===== [Extraction: no text detected] [No text detected on this page; page may be blank, photographic, or graphical.] ===== PDF PAGE 90 ===== [Extraction: OCR (rendered-page OCR)] rjngroup Exqgueedg 200 W. Front Street » Wheaton, Illinois 60187 * 630.682.4700 + www.rjn.com ===== PDF PAGE 91 ===== [Extraction: OCR (rendered-page OCR)] CITY OF WEST CHICAGO INFRASTRUCTURE COMMITTEE | AGENDA ITEM SUMMARY ITEM TITLE: ral AGENDA ITEM NUMBER: L th Resolution No, 19-R-0023 - IDOT Local Agency Agreement for Federal Participation for Construction Cost for the Forest Avenue Resurfacing Project COMMITTEE AGENDA DATE: May 2, 2019 COUNCIL AGENDA DATE: May 6, 2019 FILE NUMBER: Resolution No. 19-R-0024 — IDOT Resolution for Improvement Under the Illinois Highway Code for Use of Motor Fuel Tax Funds as City’s Local Share of Construction Costs for the Forest Avenue Resurfacing Project STAFF REVIEW: Robert E. Flatter, P.E., Director of Public Works sone LLL APPROVED BY CITY ADMINISTRATOR: Michael L. Guttman SIGNATURE ITEM SUMMARY: The Forest Avenue Resurfacing Project mainly consists of roadway resurfacing with sidewalk curb ramp upgrades, minor infill of sidewalk gap, intermittent curb and gutter replacement, new street lighting, and pavement markings, of Forest Avenue between Joliet Street and Illinois Route 59 (Neltnor Boulevard). See attached map for additional clarification. With final design plans and specifications completed, IDOT’s letting occurred on Friday, April 26, 2019. The engineer's estimate of construction cost for said project is $620,198.19. The apparent low bidder (to be confirmed by IDOT through its vetting process) is J.A. Johnson Paving Company of Arlington Heights, Illinois, who submitted a bid of $581,926.97. Pending contract award by IDOT, construction is anticipated to commence in July 2019. Fifty percent (50%) of construction costs (not to exceed $282,385.00 per the attached Local Agency Agreement) are to be funded through the Surface Transportation Program (STP) grant, which is Federal funding administered by the Illinois Department of Transportation (IDOT). Therefore, IDOT forms and contracts must be utilized and IDOT procedures must be strictly observed and followed. Given such, the City of West Chicago must execute a Local Public Agency Agreement for Federal Participation (BLR 05310) with the IDOT (see attached). Said Agreement must be executed and returned to IDOT prior to the project’s bid award and commencement of construction. Please note that the Local Agency Agreement as written is based on an engineer’s cost estimate of $564,770.00, which was generated as part of the funding application process, which was submitted prior to completion of actual design services. Given the bids received, IDOT’s participation share of the project is anticipated to be $282,385.00 and the balance of $299,541.97 will be City’s responsibility. The City’s share of the project’s construction costs will be funded with Motor Fuel Tax funds (01-09-26-4807) in which $727,000.00 has been budgeted for street improvements in FY2019. Use of Motor Fuel Tax funds as the City’s local share of construction costs requires an IDOT Resolution for Improvement Under the Illinois Highway Code (BLR 09110) to be executed by the City Clerk and submitted to IDOT (see attached). ===== PDF PAGE 92 ===== [Extraction: OCR (rendered-page OCR)] CITY OF WEST CHICAGO Staff recommends execution of the attached Local Public Agency Agreement for Federal Participation (BLR 05310) and the Resolution for Improvement Under the Illinois Highway Code (BLR 09110). ACTIONS PROPOSED: Approve Resolution No. 19-R-0023 authorizing the Mayor to execute a Local Public Agency Agreement for Federal Participation (BLR 05310) between the Illinois Department of Transportation and the City of West Chicago for STP grant funding for construction costs related to the Forest Avenue Resurfacing Project; and approve Resolution No. 19-R-0024 authorizing the City Clerk to execute an Illinois Department of Transportation Resolution for Improvement Under the Illinois Highway Code (BLR 09110) for use of Motor Fuel Tax funds for the City’s local share of the project's construction costs. COMMITTEE RECOMMENDATION: ===== PDF PAGE 93 ===== [Extraction: OCR (rendered-page OCR)] RESOLUTION NO. 19-R-0023 A RESOLUTION AUTHORIZING THE MAYOR TO EXECUTE A LOCAL AGENCY AGREEMENT FOR FEDERAL PARTICIPATION BETWEEN THE ILLINOIS DEPARTMENT OF TRANSPORTATION AND THE CITY OF WEST CHICAGO FOR STP GRANT FUNDING FOR CONSTRUCTION COSTS RELATED TO THE FOREST AVENUE RESURFACING PROJECT WHEREAS, the City of West Chicago is attempting to improve a segment of Forest Avenue from Joliet Street to Illinois Route 59 that is approximately 0.66 miles in length; and, WHEREAS, the cost of said improvement has necessitated the use of federal funds; and, WHEREAS, the federal fund source requires a match of local funds. NOW THEREFORE, BE IT RESOLVED by the City Council of the City of West Chicago, in regular session assembled, that the City of West Chicago authorized two hundred eighty-two thousand three hundred eighty-five dollars and zero cents ($282,385.00), or as much money as may be needed, to match federal funds in the completion of MFT Section Number 18-00081-00-RS. BE IT FURTHER RESOLVED by the City Council of the City of West Chicago, in regular session assembled, that the Mayor is hereby authorized to execute a Local Agency Agreement for Federal Participation between the Illinois Department of Transportation and the City of West Chicago for STP grant funding for construction costs related to the Forest Avenue Resurfacing Project, in substantially the form attached hereto and incorporated herein as Exhibit “A”; and, Resolution 19-R-0023 Page 1 of 2 ===== PDF PAGE 94 ===== [Extraction: OCR (rendered-page OCR)] BE IT FURTHERE RESOLVED by the City Council of the City of West Chicago, in regular session assembled, that the Clerk is hereby directed to transmit five certified copies of this Resolution to the Illinois Department of Transportation. APPROVED this 6" day of May, 2019. AYES: NAYS: ABSTAIN: ABSENT: Mayor ATTEST: City Clerk Resolution 19-R-0023 Page 2 of 2 ===== PDF PAGE 95 ===== [Extraction: OCR (rendered-page OCR)] Local Public Agency State Contract Day Labor | LocalContract | RR Force Account | GE rr dl fot ai City of West Chicago X Local Public Agency Agreement Section Fund Type ITEP, SRTS, or HSIP Number(s) for Federal Participation 18-00081-00-RS STU Construction | Engineerin Right-of-Way Job Number Project Number Job Number Project Number Job Number Project Number C-91-218-18 XZ9U(998) This Agreement is made and entered into between the above local public agency, hereinafter referred to as the “LPA”, and the State of Illinois, acting by and through its Department of Transportation, hereinafter referred to as "STATE". The STATE and LPA jointly propose to improve the designated location as described below. The improvement shall be constructed in accordance with plans prepared by, or on behalf of the LPA, approved by the STATE and the STATE'’s policies and procedures approved and/or required by the Federal Highway Administration, hereinafter referred to as “FHWA”. Location LocalName _Forest Avenue Route _MS 5041 Length _0.66 mi Termini _Joliet Street to IL Route 59 Current Jurisdiction _LPA TIP Number _ 08-18-0018 Existing Structure No N/A Project Description Roadway resurfacing, Class D patching, intermittent sidewalk and combination curb and gutter, and street lighting improvement. Division of Cost Type of Work STU % STATE % LPA % Total Participating Construction 282,385 ( vi 282,385 BAL 564,770 Non-Participating Construction ( Preliminary Engineering ( Construction Engineering ( Right of Way ( Railroads ( Utilities ( Materials TOTAL $ 282,385 $ $ 282,385 $ 564,770 “Maximum FHWA (STU) Participation 50% NTE $282,385 ( ( ( ( ( ( ( NOTE: The costs shown in the Division of Cost table are approximate and subject to change. The final LPA share is dependent on the final Federal and State participation. The actual costs will be used in the final division of cost for billing and reimbursment. If funding is not a percentage of the total, place an asterisk in the space provided for the percentage and explain above. Local Public Agency Appropriation By execution of this Agreement, the LPA attests that sufficient moneys have been appropriated or reserved by resolution or ordinance to fund the LPA share of project costs. A copy of the authorizing resolution or ordinance is attached as an addendum (required for State-let contracts only) Method of Financing (State Contract Work Only) METHOD A---Lump Sum (80% of LPA Obligation) METHOD B--- Monthly Payments of due by the of each successive month. METHOD C---LPA’s Share _ Balance divided by estimated total cost multiplied by actual progress payment. (See page two for details of the above methods and the financing of Day Labor and Local Contracts) Printed 4/26/2019 Page 1 of 5 BLR 05310 (Rev. 01/29/18) ===== PDF PAGE 96 ===== [Extraction: OCR (rendered-page OCR)] Agreement Provisions THE LPA AGREES: (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) To acquire in its name, or in the name of the STATE if on the STATE highway system, all right-of-way necessary for this project in accordance with the requirements of Titles II and III of the Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, and established State policies and procedures. Prior to advertising for bids, the LPA shall certify to the STATE that all requirements of Titles II and Ill of said Uniform Act have been satisfied. The disposition of encroachments, if any, will be cooperatively determined by representatives of the LPA, and the STATE and the FHWA, if required. To provide for all utility adjustments, and to regulate the use of the right-of-way of this improvement by utilities, public and private, in accordance with the current Utility Accommodation Policy for Local Agency Highway and Street Systems. To provide for surveys and the preparation of plans for the proposed improvement and engineering supervision during construction of the proposed improvement. To retain jurisdiction of the completed improvement unless specified otherwise by addendum (addendum should be accompanied by a location map). If the improvement location is currently under road district jurisdiction, an addendum is required. To maintain or cause to be maintained, in a manner satisfactory to the STATE and the FHWA, the completed improvement, or that portion of the completed improvement within its jurisdiction as established by addendum referred to in item 4 above. To comply with all applicable Executive Orders and Federal Highway Acts pursuant to the Equal Employment Opportunity and Nondiscrimination Regulations required by the U.S. Department of Transportation. To maintain, for a minimum of 3 years after final project close-out by the STATE, adequate books, records and supporting documents to verify the amounts, recipients and uses of all disbursements of funds passing in conjunction with the contract; the contract and all books, records and supporting documents related to the contract shall be available for review and audit by the Auditor General and the department; and the LPA agrees to cooperate fully with any audit conducted by the Auditor General and the STATE; and to provide full access to all relevant materials. Failure to maintain the books, records and supporting documents required by this section shall establish a presumption in favor of the STATE for the recovery of any funds paid by the STATE under the contract for which adequate books, records and supporting documentation are not available to support their purported disbursement. To provide if required, for the improvement of any railroad-highway grade crossing and rail crossing protection within the limits of the proposed improvement. To comply with Federal requirements or possibly lose (partial or total) Federal participation as determined by the FHWA. (State Contracts Only) That the method of payment designated on page one will be as follows: Method A- Lump Sum Payment. Upon award of the contract for this improvement, the LPA will pay to the STATE within thirty (30) calendar days of billing, in lump sum, an amount equal to 80% of the LPA's estimated obligation incurred under this Agreement. The LPA will pay to the STATE the remainder of the LPA’s obligation (including any nonparticipating costs) within thirty (30) calendar days of billing in a lump sum, upon completion of the project based on final costs. Method B- Monthly Payments. Upon award of the contract for this improvement, the LPA will pay to the STATE, a specified amount each month for an estimated period of months, or until 80% of the LPA’s estimated obligation under the provisions of the Agreement has been paid, and will pay to the STATE the remainder of the LPA’s obligation (including any nonparticipating costs) in a lump sum, upon completion of the project based upon final costs. Method C- Progress Payments. Upon receipt of the contractor's first and subsequent progressive bills for this improvement, the LPA will pay to the STATE within thirty (30) calendar days of receipt, an amount equal to the LPA’s share of the construction cost divided by the estimated total cost, multiplied by the actual payment (appropriately adjusted for nonparticipating costs) made to the contractor until the entire obligation incurred under this Agreement has been paid. Failure to remit the payment(s) in a timely manner as required under Methods A, B, or C, shall allow the STATE to internally offset, reduce, or deduct the arrearage from any payment or reimbursement due or about to become due and payable from the STATE to LPA on this or any other contract. The STATE, at its sole option, upon notice to the LPA, may place the debt into the Illinois Comptroller's Offset System (15 ILCS 405/10.05) or take such other and further action as my be required to recover the debt. (Local Contracts or Day Labor) To provide or cause to be provided all of the initial funding, equipment, labor, material and services necessary to construct the complete project. (Preliminary Engineering) In the event that right-of-way acquisition for, or actual construction of, the project for which this preliminary engineering is undertaken with Federal participation is not started by the close of the tenth fiscal year following the fiscal year in which the project is federally authorized, the LPA will repay the STATE any Federal funds received under the terms of this Agreement. (Right-of-Way Acquisition) In the event that the actual construction of the project on this right-of-way is not undertaken by the close of the twentieth fiscal year following the fiscal year in which the project is federally authorized, the LPA will repay the STATE any Federal Funds received under the terms of this Agreement. Printed 4/26/2019 Page 2 of 5 BLR 05310 (Rev. 01/29/18) ===== PDF PAGE 97 ===== [Extraction: OCR (rendered-page OCR)] (14) (15) (16) (17) (18) (19) (20) (21) (22) (23) (24) (Railroad Related Work Only) The estimates and general layout plans for at-grade crossing improvements should be forwarded to the Rail Safety and Project Engineer, Room 204, Illinois Department of Transportation, 2300 South Dirksen Parkway, Springfield, Illinois, 62764. Approval of the estimates and general layout plans should be obtained prior to the commencement of railroad related work, All railroad related work is also subject to approval be the Illinois Commerce Commission (ICC). Final inspection for railroad related work should be coordinated through appropriate IDOT District Bureau of Local Roads and Streets office. Plans and preemption times for signal related work that will be interconnected with traffic signals shall be submitted to the ICC for review and approval prior to the commencement of work. Signal related work involving interconnects with state maintained traffic signals should also be coordinated with the IDOT’s District Bureau of Operations. The LPA is responsible for the payment of the railroad related expenses in accordance with the LPA/railroad agreement prior to requesting reimbursement from IDOT. Requests for reimbursement should be sent to the appropriate IDOT District Bureau of Local Roads and Streets office. Engineer's Payment Estimates shall be in accordance with the Division of Cost on page one. And certifies to the best of its knowledge and belief its officials: (a) are not presently debarred, suspended, proposed for debarment, declared ineligible or voluntarily excluded from covered transactions by any Federal department or agency; (b) have not within a three-year period preceding this Agreement been convicted of or had a civil judgment rendered against them for commission of fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing a public (Federal, State or local) transaction or contract under a public transaction; violation of Federal or State antitrust statutes or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements receiving stolen property; (c) are not presently indicted for or otherwise criminally or civilly charged by a governmental entity (Federal, State, local) with commission of any of the offenses enumerated in item (b) of this certification; and (d) have not within a three-year period preceding the Agreement had one or more public transactions (Federal, State, local) terminated for cause or default. To include the certifications, listed in item 15 above, and all other certifications required by State statutes, in every contract, including procurement of materials and leases of equipment. (State Contracts) That execution of this agreement constitutes the LPA’s concurrence in the award of the construction contract to the responsible low bidder as determined by the STATE. That for agreements exceeding $100,000 in federal funds, execution of this Agreement constitutes the LPA’s certification that: (a) No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress or any employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any cooperative agreement, and the extension, continuation, renewal, amendment or modification of any Federal contract, grant, loan or cooperative agreement; (b) If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress or an employee of a Member of Congress, in connection with this Federal contract, grant, loan or cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, “Disclosure Form to Report Lobbying”, in accordance with its instructions; (c) The LPA shall require that the language of this certification be included in the award documents for all subawards at all ties (including subcontracts, subgrants and contracts under grants, loans and cooperative agreements) and that all subrecipients shall certify and disclose accordingly. To regulate parking and traffic in accordance with the approved project report. To regulate encroachments on public right-of-way in accordance with current Illinois Compiled Statutes. To regulate the discharge of sanitary sewage into any storm water drainage system constructed with this improvement in accordance with current Illinois Compiled Statutes. To complete this phase of the project within three (3) years from the date this agreement is approved by the STATE if this portion of the project described in the Project Description does not exceed $1,000,000 (five years if the project costs exceed $1,000,000). To comply with the federal Financial Integrity Review and Evaluation (FIRE) program, which requires States and subrecipients to justify continued federal funding on inactive projects. 23 CFR 630.106(a)(5) defines an inactive project as a project which no expenditures have been charged against Federal funds for the past twelve (12) months. To keep projects active, invoicing must occur a minimum of one time within any given twelve (12) month period. However, to ensure adequate processing time, the first invoice shall be submitted to the STATE within six (6) months of the federal authorization date. Subsequent invoices will be submitted in intervals not to exceed six (6) months. The LPA will submit supporting documentation with each request for reimbursement from the STATE. Supporting documentation is defined as verification of payment, certified time sheets or summaries, vendor invoices, vendor receipts, cost plus fix fee invoice, progress report, and personnel and direct cost summaries.and other documentation supporting the requested reimbursement Printed 4/26/2019 Page 3 of 5 BLR 05310 (Rev. 01/29/18) ===== PDF PAGE 98 ===== [Extraction: OCR (rendered-page OCR)] (25) (26) (27) amount (Form BLRS 05621 should be used for consultant invoicing purposes). LPA invoice requests to the STATE will be submitted with sequential invoice numbers by project. The LPA will submit to the STATE a complete and detailed final invoice with applicable supporting documentation of all incurred costs, less previous payments, no later than twelve (12) months from the date of completion of this phase of the improvement or from the date of the previous invoice, which ever occurs first. If a final invoice is not received within this time frame, the most recent invoice may be considered the final invoice and the obligation of the funds closed. The LPA shall provide the final report to the appropriate STATE district within twelve months of the physical completion date of the project so that the report may be audited and approved for payment. If the deadline cannot be met, a written explanation must be provided to the district prior to the end of the twelve months documenting the reason and the new anticipated date of completion. If the extended deadline is not met, this process must be repeated until the project is closed. Failure to follow this process may result in the immediate close-out of the project and loss of further funding. (Single Audit Requirements) That if the LPA expends $750,000 or more a year in federal financial assistance they shall have an audit made in accordance with 2 CFR 200. LPAs expending less than $750,000 a year shall be exempt from compliance. A copy of the audit report must be submitted to the STATE (Office of Finance and Administration, Audit Coordination Section, 2300 South Dirksen Parkway, Springfield, Illinois, 62764), within 30 days after the completion of the audit, but no later than one year after the end of the LPA’s fiscal year. The CFDA number for all highway planning and construction activities is 20.205. Federal funds utilized for constructon activities on projects let and awarded by the STATE (denoted by an “X” in the State Contract field at the top of page 1) are not included in a LPA’s calculation of federal funds expended by the LPA for Single Audit purposes. That the LPA is required to register with the System for Award Management or SAM (formerly Central Contractor Registration (CCR)), which is a web-enabled government-wide application that collects, validates, stores, and disseminates business information about the federal government's trading partners in support of the contract award and the electronic payment processes. To register or renew, please use the following website: https:/Awww.sam.gov/portal/public/SAM/#1. The LPA is also required to obtain a Dun & Bradstreet (D&B) D-U-N-S Number. This is a unique nine digit number required to identify subrecipients of federal funding. A D-U-N-S number can be obtained at the following website: http://fedgov.dnb.com/webform. THE STATE AGREES: (1) (2) (3) (4) To provide such guidance, assistance and supervision and to monitor and perform audits to the extent necessary to assure validity of the LPA’s certification of compliance with Titles I! and II] requirements. (State Contracts) To receive bids for the construction of the proposed improvement when the plans have been approved by the STATE (and FHWA, if required) and to award a contract for construction of the proposed improvement, after receipt of a satisfactory bid. (Day Labor) To authorize the LPA to proceed with the construction of the improvement when Agreed Unit Prices are approved, and to reimburse the LPA for that portion of the cost payable from Federal and/or State funds based on the Agreed Unit Prices and Engineer's Payment Estimates in accordance with the Division of Cost on page one. (Local Contracts) For agreements with Federal and/or State funds in engineering, right-of-way, utility work and/or construction work: (a) To reimburse the LPA for the Federal and/or State share on the basis of periodic billings, provided said billings contain sufficient cost information and show evidence of payment by the LPA; (b) To provide independent assurance sampling, to furnish off-site material inspection and testing at sources normally visited by STATE inspectors of steel, cement, aggregate, structural steel and other materials customarily tested by the STATE. IT IS MUTUALLY AGREED: (1) (2) (3) Construction of the project will utilize domestic steel as required by Section 106.01 of the current edition of the Standard Specifications for Road and Bridge Construction and federal Buy America provisions. That this Agreement and the covenants contained herein shall become null and void in the event that the FHWA does not approve the proposed improvement for Federal-aid participation within one (1) year of the date of execution of this Agreement. This Agreement shall be binding upon the parties, their successors and assigns. Printed 4/26/2019 Page 4 of 5 BLR 05310 (Rev. 01/29/18) ===== PDF PAGE 99 ===== [Extraction: OCR (rendered-page OCR)] (4) (5) (6) For contracts awarded by the LPA, the LPA shall not discriminate on the basis of race, color, national origin or sex in the award and performance of any USDOT — assisted contract or in the administration of its DBE program or the requirements of 49 CFR part 26. The LPA shall take all necessary and reasonable steps under 49 CFR part 26 to ensure nondiscrimination in the award and administration of USDOT — assisted contracts. The LPA’s DBE program, as required by 49 CFR part 26 and as approved by USDOT, is incorporated by reference in this Agreement. Upon notification to the recipient of its failure to carry out its approved program, the STATE may impose sanctions as provided for under part 26 and may, in appropriate cases, refer the matter for enforcement under 18 U.S.C. 1001 and/or the Program Fraud Civil Remedies Act of 1986 (31U.S.C. 3801 et seq.). In the absence of a USDOT — approved LPA DBE Program or on State awarded contracts, this Agreement shall be administered under the provisions of the STATE's USDOT approved Disadvantaged Business Enterprise Program. In cases where the STATE is reimbursing the LPA, obligations of the STATE shall cease immediately without penalty or further payment being required if, in any fiscal year, the Illinois General Assembly or applicable Federal Funding source fails to appropriate or otherwise make available funds for the work contemplated herein. All projects for the construction of fixed works which are financed in whole or in part with funds provided by this Agreement and/or amendment shall be subject to the Prevailing Wage Act (820 ILCS 130/0.01 et seq.) unless the provisions of that Act exempt its application. ADDENDA Additional information and/or stipulations are hereby attached and identified below as being a part of this Agreement. Number 1- Location Map, Number 2 —LPA Appropriation Resolution Number 3 - GATA (Insert Addendum numbers and titles as applicable) The LPA further agrees, as a condition of payment, that it accepts and will comply with the applicable provisions set forth in this Agreement and all Addenda indicated above. APPROVED APPROVED Local Public Agency k State of Illinois Department of Transportation Name of Official (Print or Type Name) Randall S. Blankenhorn, Secretary of Transportation Date By: Title (County Board Chairperson/Mayor/Village President/etc.) Erin Aleman, Director of Planning & Programming Date Erin Aleman, Director of Planning & Programming Date (Signature) Date The above signature certifies the agency's TIN number is Philip C. Kaufmann, Chief Counsel Date 36-6006144 conducting business as a Governmental Entity. DUNS Number 113554448 Jeff Heck, Chief Fiscal Officer (CFO) Date NOTE: If the LPA signature is by an APPOINTED official, a resolution authorizing said appointed official to execute this agreement is required. Printed 4/26/2019 Page 5 of 5 BLR 05310 (Rev. 01/29/18) ===== PDF PAGE 100 ===== [Extraction: OCR (rendered-page OCR)] ‘Ac YEAR CLASSIFICATION LEGEND ———— PRINCIPAL ARTERIAL MINOR ARTERIAL ———— COLLECTOR - URBAN a TN, a awe 2 WEST CHICAGO navn ee ane ee FOREST AVE : 3 em CITY OF WEST CHICAGO thomas englieering group, lle FOREST AVENUE DRAWN BY __OJN § SCALE 475 MAIN STREET tha S, 238 south kenllworth avenue WEST CHICAGO, IL 60185 yma suite 100 CHECKED BY KCV ff DATE __06/16/16, * PHONE: 630-293-2255 engineeitna giove o0k park, 60302 é FAX: 630-203-2071 Heres et ine mates! a'4%%6 phone: B55-533-1700 JOLIET STREET TO IL ROUTE 59 ===== PDF PAGE 101 ===== [Extraction: OCR (rendered-page OCR)] Addendum No. 3 Grant Accountability and Transparency Act (GATA) Required Uniform Reporting The Grant Accountability and Transparency Act (30 ILCS 708), requires a uniform reporting of expenditures. Uniform reports of expenditures shall be reported no less than quarterly using IDOT’s BoBS 2832 form available on IDOT’s web page under the “Resources” tab. Additional reporting frequency may be required based upon specific conditions, as listed in the accepted Notice of State Award (NOSA). Specific conditions are based upon the award recipient/grantee's responses to the Fiscal and Administrative Risk Assessment (ICQ) and the Programmatic Risk Assessment (PRA). PLEASE NOTE: Under the terms of the Grant Funds Recovery Act (30 ILCS 705/4.1), “Grantor agencies may withhold or suspend the distribution of grant funds for failure to file requirement reports” if the report is more than 30 calendar days delinquent, without any approved written explanation by the grantee, the entity will be placed on the Illinois Stop Payment List. (Refer to the Grantee Compliance Enforcement System for detail about the Illinois Stop Payment List: https://www. illinois.gov/sites/GATA/Pages/ResourceLibrary.aspx ) ===== PDF PAGE 102 ===== [Extraction: OCR (rendered-page OCR)] RESOLUTION NO. 19-R-0024 A RESOLUTION AUTHORIZING THE CITY CLERK TO EXECUTE AN ILLINOIS DEPARTMENT OF TRANSPORTATION RESOLUTION FOR IMPROVEMENT UNDER THE ILLINOIS HIGHWAY CODE (BLR 09110) FOR USE OF MOTOR FUEL TAX FUNDS FOR THE CITY’S LOCAL SHARE OF CONSTRUCTION COSTS RELATED TO THE FOREST AVENUE RESURFACING PROJECT WHEREAS, the City of West Chicago is attempting to improve a segment of Forest Avenue from Joliet Street to Illinois Route 59 that is approximately 0.66 miles in length; and, WHEREAS, the cost of said improvement has necessitated the use of federal funds; and, WHEREAS, the federal fund source requires a match of local funds; and, WHEREAS, the City desires to use Motor Fuel Tax funds as its match of local funds. NOW THEREFORE, BE IT RESOLVED by the City Council of the City of West Chicago, in regular session assembled, that the City of West Chicago authorized the use of Motor Fuel Tax funds in the amount of two hundred ninety-nine thousand five hundred forty-one dollars and ninety-seven cents ($299,541.97), or as much money as may be needed, to match federal funds in the completion of MFT Section Number 18-00081-00-RS. BE IT FURTHER RESOLVED by the City Council of the City of West Chicago, in regular session assembled, that the City Clerk is hereby authorized to Resolution 19-R-0024 Page | of 2 ===== PDF PAGE 103 ===== [Extraction: OCR (rendered-page OCR)] execute an Illinois Department of Transportation Resolution for Improvement Under the Illinois Highway for construction costs related to the Forest Avenue Resurfacing Project, in substantially the form attached hereto and incorporated herein as Exhibit “A”; and, BE IT FURTHERE RESOLVED by the City Council of the City of West Chicago, in regular session assembled, that the Clerk is hereby directed to transmit five certified copies of said Resolution to the Illinois Department of Transportation. APPROVED this 6" day of May, 2019. AYES: NAYS: ABSTAIN: ABSENT: Mayor ATTEST: City Clerk Resolution 19-R-0024 Page 2 of 2 ===== PDF PAGE 104 ===== [Extraction: OCR (rendered-page OCR)] Illinois Department Resolution for Improvement pa of Transportation Under the Illinois Highway Code Resolution Number__—_ Resolution Type Section Number 2019-R-0024 Original 18-00081-00-RS BE IT RESOLVED, by the Council ofthe City Governing Body Type Local Public Agency Type of West Chicago Illinois that the following described street(s)/road(s)/structure be improved under Name of Local Public Agency the Illinois Highway Code. Work shall be done by Contract ~~ Contract or Day Labor —~ For Roadway/Street improvements: Name of Street(s)/Road(s) Length (miles) | Route From To Forest Avenue 0.66 MS 5041 |Joliet Street Illinois Route 59 For Structures: Name of Street(s)/Road(s) Existing Route Location Feature Crossed Structure No. +] BE IT FURTHER RESOLVED, 1. That the proposed improvement shall consist of Roadway resurfacing, Class D patching, intermittent sidwalk and combination curb and gutter, and street lighting improvements. 2. That there is hereby appropriated the sum of two hundred ninety-nine thousand five hundred forty-one dollars and ninety-seven cents Dollars (_ $299,541.97 ) for the improvement of said section from the Local Public Agency's allotment of Motor Fuel Tax funds. BE IT FURTHER RESOLVED, that the Clerk is hereby directed to transmit four (4) certified originals of this resolution to the district office of the Department of Transportation. |, Nancy M. Smith City Clerk in and for said City Name of Clerk Local Public Agency Type Local Public Agency Type of West Chicago in the State aforesaid, and keeper of the records and files thereof, as provided by Name of Local Public Agency statute, do hereby certify the foregoing to be a true, perfect and complete original of a resolution adopted by Council of West Chicago at a meeting held on May 06, 2019 Governing Body Type Name of Local Public Agency ate IN TESTIMONY WHEREOF, | have hereunto set my hand and seal this 6 day of May, 2019 Day Month, Year (SEAL) Clerk Signature Approved Regional Engineer Department of Transportation Date Printed 04/26/19 BLR 09110 (Rev. 03/13/17) ===== PDF PAGE 105 ===== [Extraction: OCR (rendered-page OCR)] cYEAR CLASSIFICATION LEGEND n= PRINCIPAL ARTERIAL MINOR ARTERIAL fea) oy ' tavern crore) PRINCE CROSSING RD. WEST CHICAGO iy JOLIET ST OUTE 59/7 a > 2 i a oO rset CITY OF WEST CHICAGO thomas engineering group, lic DRAWING NO. 475 MAIN STREET thamas, 238 south kenliworth avenue FOREST AVENUE RAN ; WEST CHICAGO, IL 60185 suite 100 LOCATION MAP CHECKED BY _KCV 9 DATE __06/16/16 pn PHONE: 630-203-2255 engineering drove oak park, Ii 60302 JOLIET STREET TO FAX: 630-295-2071 feteeet ne river ete phone: 855-533-1700 IL ROUTE 59 ===== PDF PAGE 106 ===== [Extraction: OCR (rendered-page OCR)] CITY OF WEST CHICAGO INFRASTRUCTURE COMMITTEE AGENDA ITEM SUMMARY AGENDA ITEM NUMBER: +}, f ) . COMMITTEE AGENDA DATE: May 2, 2019 COUNCIL AGENDA DATE: May 20, 2019 ITEM TITLE: Resolution No. 19-R-0025 — Contract Award — J.A. Johnson Paving Company for the 2019 Elm Road Rehabilitation Project STAFF REVIEW: Robert E. Flatter, P.E., Director of Public Works SIGNATURE, APPROVED BY CITY ADMINISTRATOR: Michael L. Guttman SIGNATUR ITEM SUMMARY: The 2019 Elm Road Rehabilitation Project, as prepared by the City’s engineering consultant Thomas Engineering Group (TEG), consists of roadway resurfacing and widening of Elm Road, north of Illinois Route 64. The project's work generally consists of pavement milling, hot-mix asphalt (HMA) resurfacing, full-depth HMA pavement patching and widening, installation of a hammerhead turnaround, driveway apron patching, parkway restoration, Thermoplastic pavement markings, and all incidental and collateral work necessary to complete the project as shown on the project plans and detailed in the project specifications. The net length of improvements is approximately 1,053 feet (0.20 miles). As discussed at several previous Infrastructure Committee meetings, Elm Road was scheduled to be resurfaced last year in 2018. However, the City’s inability to secure all of the required quit claim deeds necessary for the City to secure right-of-way resulted in the project being delayed until 2019. The City has secured all quit claim deeds necessary to complete all required roadway improvements without having to avoid/eliminate certain areas from being widened. That said, the City has not received deeds from the Gun Shop owner (west side of Elm Road at North Avenue) and the three southern most east side property owners. However, these deeds will not prevent the City from being able to complete the necessary roadway improvements. With all critical deeds secured, the request for bids was advertised in the Daily Herald on March 22, 2019, and bids were opened on April 19, 2019. The City received five bids with J. A. Johnson Paving Company of Arlington Heights, Illinois, submitting the lowest responsible bid of $164,603.82. The second lowest bid was submitted by Schroeder Asphalt Services of Huntley, Illinois, for $170,121.38. The engineer's estimate of probable cost was $177,053.93 (see attached bid tabulation sheet for additional clarification). J. A. Johnson Paving Company has previously completed the City’s 2013 Fremont Street Parking Lot Reconstruction Project, the 2012 Old Heidelberg Collector Street Area Improvement Project, and the 2010 Arbor Avenue Resurfacing (LAPP) Project. All projects were performed satisfactorily. In addition, TEG called several of J. A. Johnson Paving’s project references and spoke directly with representatives from the Village of Arlington Heights, Village of Gurnee, and the Village of Wilmette; all provided positive references. Therefore, City staff recommends that a contract be awarded to J. A. Johnson Paving Company, for services related to the 2019 Elm Road Rehabilitation Project, for an amount not to exceed $164,603.82. ACTIONS PROPOSED: Approve Resolution No. 19-R-0025 authorizing the Mayor to execute a contract with J. A. Johnson Paving Company, as lowest responsible bidder, to provide services related to the 2019 Elm Road Rehabilitation Project for an amount not to exceed $164,603.82. ===== PDF PAGE 107 ===== [Extraction: OCR (rendered-page OCR)] RESOLUTION NO. 19-R-0025 A RESOLUTION AUTHORIZING THE MAYOR TO EXECUTE A CONTRACT AGREEMENT WITH J. A. JOHNSON PAVING COMPANY FOR SERVICES RELATED TO THE 2019 ELM ROAD REHABILITATION PROJECT BE IT RESOLVED by the City Council of the City of West Chicago, in regular session assembled, that the Mayor is hereby authorized to execute a Contract Agreement for Services related to the 2019 Elm Road Rehabilitation Project, between the City of West Chicago and J. A. Johnson Paving Company, for an amount not to exceed $164,603.82, in substantially the form attached hereto and incorporated herein as Exhibit “A”. APPROVED this 20" day of May, 2019. AYES: NAYES: ABSTAIN: ABSENT: Mayor Ruben Pineda ATTEST: City Clerk Nancy M. Smith ===== PDF PAGE 108 ===== [Extraction: OCR (rendered-page OCR)] CITY OF WEST CHICAGO . A. Lamp Concrete Chicagotand Paving 2015 ELM ROAD REHABILITATION PRONECT Giiiecsibiiean J. A. Johnson Paving Co, Schroeder Asphalt Services, fine.) Con Ine. Con Ine. Brothers Asphalt Paving, Inc. Bid Opening: April 19, 2019 @ 10:00 A.M. 1025 E. Addison Court P.O. Box 831 1900 Wright Boulevard 225 Telser Road 315 5. Stewart Avenue Arlington Heights, IL 60005 Huntley, EL 60142 Schaumburge, !L 60193, Lake Zurich, tL 60047 Addison, IL 60101 | tscurmow ot [eis [Sstuwrencd rorafamumrrwcd prom. [eounrencd em Toral [sounrencd soTora: Jounrac] sore [souNT mcd wo ToT | | i |TREEREMOVAL(STOISUNITOIA) | un | te |S se5.00 =| ~—gas000 | ~ «s2500 | —s36400 [ ssie00 | $iaso | 325900 | $4350 | se5a.00_| | 2 [PREEREMOVAL(OVER1SUNITDIAy Tun [ae | s2sc0 | ssano0 | $2800 | $1,008.00 | $28.00 | $1,04800 | sss00 | sxsu000 | sea00 | $2,448.00 | ssaao | $2,138.40 | | 3 |eARTHExcavation 0 cu aco sas00 | si6.10000 | $2500 | $11so0.00_ | $30.00 | $13,800.00 | $26.00 | $16,s60.00| $3000 | s1a,s0000| $so.00 | $23,000.00 | |_ 4 |REMOVALANDDISPOSALOFUNSUITABLEMATERIAL | cuyp | 20 | s500 | $.so000 | $3500 | $1,70000 | $2500 | $500.00 | $1500 | $3on00 | S200 | $soa00 | $s0.00_| $1,000.00 | | 5 |POROUSGRANULAREMBANKMENT | cup [20 | s40.00 | $e0n00 | $100 | sao00o | sso00__| sono | sis00 | $300.00 | $2500 | ssoo0a | ssn00 | $1,000.00 | | 6 [tRENcHBAcKFuL dT cu Te s2s00 | se0000 [$2500 | saooco | $25.00 | saonoo | $50.00 | saon0o | 2800 | Sasaoo | se7sa | saao.00 |_7_|GEOTECHNICAL FABRIC FOR GROUND STABLIZATION | Sap [sas | ss.00_—'|_Sa.t7s00 | soso | saivso_ | 5125 | $100375 | $150 | siszso | $125 | Sa04a75 | s2so | $2,087.50 | |_& |GRADINGANDSHAPINGDITCHES | Foot [iva | ss00 | saso00 | sia00 | $230.00 | $1a00 | $3,060.00 | $in00 | $1,700.00 | $1000 | $1,700.00 | $15.00 | 2,550.00 | | 2 [TEMPORARY OITCHCHECKS ac | 4 | ss0000 | si20000 | sizsoo | ssoo0o [$125.00 _| $5000 | $150.00 | ss0000 | ¢i3s.00 | $sea00 | $2200 | $880.00 | [20 |IMLETANOPIPEPROTECTION Teac [to | s20000 | $2,00000 | siso00 | $1500.00 | 10000 | $1,000.00 | $1500 | $150.00 | $205.00 | $2,050.00 | $125.00 | $1,250.00 | [11 |HOT-MIXASPHALT BASE COURSE WIDENING 4" | savp [ass | s2500_ | s2oa7s.oo | i725 | st440a7s | $1825 | $15,238.75 | $2200 | siaa7o.0o| $1950 | $16,262.50] $as.00 | $23,225.00 |_i2 |BITUMINOUSMATERIALS (TACK COAT) [PouNDS[ gas [soot | Se93 |= soa ~Stesa | ~—ssomn_—«| = gees | =~ com «|= seas | sooa_| seas | $2.00 | $893.00 | |_13 MIXTURE FOR CRACKS, JOINTS, ANDFLANGEWAYS [TON [1_—[ sana | $300.00 | $10000 | s10000 | 20000 | szon00 | ss00.00 | $300.00 | $500.00 | $soo.0a | $1,000.00 | $1,000.00 | psavo[ 5 | sts00[S2zs.00 | saoo [sis [siz00 | sienoo | sin00 | siso00 | s2000 | s30000 | sin00 | sis0.00 | | 25 |HOT-MIXASPHALTBINDER COURSE, L-190,Ns0 [| ron [saa | ses.00 | szuavo00 | s7z00 | s2aa3600 | $7600 | $25.6a00 | $2300 | szaosaoa| $85.00 | $20,73000| $ea.00 | $28,392.00 | |_36_|HOT-MIX ASPHALT SURFACE COURSE,MIX"G',NSO | TON [203 | ses.o0 | $13,195.00 | $az00 | $i6.c46.00 | sssoo | sa7acaco | $95.00 | si9.265.00| $95.00 _| $19,285.00 | $100.00 _| $20,300.00 | | 37 |PAVEMENTREMOVAL sav [ie sis00 | szevo00 | si000 | $i,7a0.00 | $13.00 | s2aiso0 | sia25 | saazeso | $250 | $1513.00 | $15.00 | $2,670.00 | [28 |CLASSDPATCHES,TYPELSINCH say [sz ssooo | seon00 | $2500 | ssooco | saaoo | si.21600 | $3500 | $1,120.00 | $3500 | $1,120.00 | $100.00 | $3,200.00 | [39 |CLASSDPATCHES.TYPEISINGH | savo[ se [sooo | s2,a0000 | $25.00 | s1aon.o0 | $3800 | szizaoo | san00 | si.ean00 | $35.00 | $1,960.00 | $100.00 | $5,600.00 | | 20 |CLASSD PATCHES, TYPEMSINCH | Sava | tsa | ssooo | sesoaoo | sz500 | $3,250.00 | $38.00__| $49an00 | $2500 | $3250.00 | $35.00 | $4,550.00 | $100.00 | $13,000.00 | | 21 |CLASSD PATCHES. TYPEW.5INcH sawp] és | ss000 | s2.7sa00 | szso0 | $175.00 | $3800 | $z0s000 | s2a00 | $1000 | $35.00 | $1,925.00 | $100.00 | $5,500.00 | | 22 |METALFLAREDENDSECTION1Z” ACH | tT ssonoo | ssonon | ss0000 | seoo00 | $750.00 | s7sm00 | son.00 | ssonoo | sezs.00 | se3s00 | $a25.00 | $825.00 _| | 23 |METALFLAREDENDSECTIONS 16" | evCH | 1 | s7s000 | s7so00 | seso00 | seso.c0 | ss0000 | sson00 | $750.00 | s7s0.00 | $1,00000 | $1,000.00 | $90.00 | sesn00 | J 24 MET. TYPEB.TYPEBGRATE ACH || s220000 | $2.20000 | $2400.00 | $2400.00 | sz,95000 | $z95m00 | $2,00000 | $2,000.00 | $3,275.00 | $3,275.00 | $3,245.00 | $3,245.00 | [25 [THERMOPLASTICPAVEMENTMARKINGS.UNE# «| Foor | ssa | —sz00 | + saaig00 | $1.20 | sxavoao_| siao | sze0s20 | $200 | s3aia0o | $2.25 | $3sor7s | $220 | $3280 | [25 |CONNEGTIONTOEXISTINGCULVERT | SEACH | 1 _—=«|;=—ssasm00 | ~—$aso00 | ss3000_| $6300 | sazs.00 | sa2s00 | 61,000.00 | $3,000.00 | $020.00 | sezaco | $s0750 | $907.50 | | 27 [TEMPORARY ACCESS. PRIVATEENTRANCE | cacn |r| sasooo | s27so00 | sioo | siaoo | $100 | sar00 | ssaoo | sssm0o | $100.00 | $1,10000 | $150.00 | $1,650.00 | | 28 |HOT-MIXASPHALTSURFACE REMOVAL VARIABLE DEPTH | savo [1583 | sa00_ | $a7es00 | $a0o | $6,332.00 | $400 | $6332.00 | $500 | 781500 | $7.00 | $11,081.00] $500 _| $7,915.00 | | 29 |STORMSEWERS,DUCTWEIRON TyPE21e" [Foot | ar | seaoo | s2.ez000 | siaa00 | Se,7zi.00 | $175.00 | $8,225.00 | $1s0.00 | $7,0s000 | $195.00 _| $9,165.00 | $180.25 | $8,473.75 | | _30_ [TRAFFIC CONTROL ANOPROTECTION.(sPEcUL) | sum [1 s2sooo0 [$2,500.00 | $23,00000 | $23,00000 | $6,650.00 | $6,650.00 | $20,000.00 | $20,000.00] s10,s6.07 | $10,996.07 | $7,622.00 | $7,872.00 | | 31 [AGGREGATE suBGRADE #2 sav | s23 | s2000 | siaseo.oo | siz00 | siiaze0o | $1350 | $12S2m00 | $1400 | $iz98200] $1350 | sizsze0o| $15.00 _| $13,520.00 | | 32 |HOT-MIXASPHALT DRIVEWAY PAVEMENT.3° | Savo [2a | ss0.00 | su6.aoo.00 | sassz_ | saiessee | $2900 | $9,512.00 | $32.00 | si0.sG00] $27.00 | seeseo0 | seo00 | $13,120.00 | |_33_|HOT-MIXASPHALT DRIVEWAY PAVEMENTREMOVAL | sao | 4s4_ [$1000 | $4.aan00 | $2.00 | $434.00 | ~—$12.00 | $5,208.00 | $iz00 | $s,20800 | izs0_| $sazs00 | si.00 | sa3a00_| | 34 |constructiontavour cum || s2.s0000 [250000 | $2,500.00 | $2soa0a | $3,000.00 | $3,000.00 | $3,500.00 | $3,500.00 | sis0000 | $1,500.00 | $6500.00 | $6,500.00 | | 35 |MAILBOXREMOVEANDRELOCATE | EACH [7 s2s000 | sarsoo0 | $100 | $700 | sz0000 | si0n00 | szonoo | suana00 | szsa00 | sa7sa00 | $100.00 | $700.00 | | 36 [MALBOXREMOVEANDREPLACE | eacH [4 | ssono0 | sz,0000 | siso00 | seoa00 | saso00_| siaon00 | sanac0 | sacoa0 | szs000 | $i,00000 | $150.00 | 600.00 _| | 37 [TEMPORARY MANBOX eum | s2o0a00 | s2,00000 | $100 | $100 | szo000 | 20000 | saso.co | $350.00 | $3000 | $3s000 | $20000 | $2,100.00 | | 38 |MAKBOXRELOCATE.sPecmL | CEAGH | 4 | st.o0a00 [4,000.00 | $1,000.00 | $4,00000 | $1,500.00 | $6,000.00 | $son00 | $2,000.00 | $3,500.00 | $14,000.00 | $2,000.00 | $8,000.00 | [33 PARKWAY RESTORATION SPECIAL | savo | 525 | sao0 | $a20000 | $1500 | $7,875.00 __| $13.75 | _$7,21875 | $1400 | $7asa00 | $1000 | $5250.00 | $15.73 | ¢8.258.25 | Pence Tee [Temas] lixms[[istes[ [akin As Read $164,603.82 $170,121.38 $188,779.93 $192,000,00 $233,657.20 ===== PDF PAGE 109 ===== [Extraction: OCR (rendered-page OCR)] CITY OF WEST CHICAGO INFRASTRUCTURE COMMITTEE AGENDA ITEM SUMMARY ITEM TITLE: AGENDA ITEM NUMBER: 4C. Resolution No. 19-R-0026 - Acceptance of Public Improvements and Release of Development Security — Thorntons Gas Station, 1330 S. Neltnor Boulevard COMMITTEE AGENDA DATE: May 2, 2019 COUNCIL AGENDA DATE: May 20, 2019 SIGNATUR STAFF REVIEW: Robert E. Flatter, P.E., Director of Public Works APPROVED BY CITY ADMINISTRATOR: Michael L. Guttman SIGNATURE ITEM SUMMARY: The Thorntons Gas Station at 1330 S. Neltnor Boulevard is located at the northwest corner of Illinois Route 59 (Neltnor Boulevard) and Illinois Route 38 (Roosevelt Road). In 2016 the City issued permits for the construction of a new gas station and appurtenances, new parking lot and drive aisles, storm sewers, stormwater management facility and BMP system, and installation of a new 8” diameter watermain and two fire hydrants for fire protection purposes. The referenced project has substantially been complete since August 2018; however, the City has not formally accepted the development’s public improvements. The Developer has satisfactorily completed all required public improvements, and there have been no maintenance issues over the past several months. The developer has posted a Maintenance Bond in the amount of 10% of the estimated construction cost for the public improvements being accepted per the Subdivision Regulations. The Maintenance Bond will be held for eighteen months from the date of acceptance. The Developer has requested the City accept said public improvements and release their original development security. The developer has submitted the required Final Waivers of Lien, Deed of Conveyance/Bill of Sale, and as-built drawings, for this project. A water main easement was recorded with the DuPage County Recorder's Office in August 2018. Staff recommends that City Council approve the following: 1. Acceptance of all water distribution system improvements located within a dedicated public right-of- way or dedicated easement area, as installed as part of the Thorntons Gas Station Project, as City of West Chicago ownership and maintenance responsibility. The water service lines (from the water service shut-off valve or b-box to the building), the irrigation water lines, and the fire suppression lines (from the water shut-off valve at the City main to the building), shall remain the ownership and maintenance responsibility of the property owner. The Development's overland stormwater drainage systems, stormwater detention basin, stormwater management BMP system, storm sewer system, underdrain system, all on-site sanitary sewer main and service lines, and the interior parking lots and roadways, shall remain the ownership and responsibility of the property owner. Staff from the Department of Community Development has inspected the development improvements and recommends acceptance. Staff also recommends the release of the original development security held for said development. ===== PDF PAGE 110 ===== [Extraction: OCR (rendered-page OCR)] CITY OF WEST CHICAGO ACTIONS PROPOSED: Approve Resolution No. 19-R-0026 authorizing the acceptance of the public watermain improvements associated with the Thorntons Gas Station Project, located at 1330 S. Neltnor Boulevard, and authorize a reduction/release of any development securities posted by the Developer for the installation of certain public improvements. COMMITTEE RECOMMENDATION: ===== PDF PAGE 111 ===== [Extraction: OCR (rendered-page OCR)] RESOLUTION NO. 19-R-0026 A RESOLUTION AUTHORIZING THE ACCEPTANCE OF THE PUBLIC IMPROVEMENTS ASSOCIATED WITH THE THORNTONS GAS STATION DEVELOPMENT PROJECT, 1330 8. NELTNOR BOULEVARD WHEREAS, Thorntons, Inc., the developer/owner of the Thorntons Gas Station located at 1330 S. Neltnor Boulevard, West Chicago, Illinois, 60185, has heretofore executed and delivered to the City a certain Deed of Conveyance/Bill of Sale regarding the conveyance of certain public improvements therein, a copy of which is attached hereto and incorporated herein as Exhibit “A”. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of West Chicago, DuPage County, Illinois, in regular session assembled as follows: Section 1. That the corporate authorities of the City of West Chicago hereby accept the Deed of Conveyance/Bill of Sale attached hereto as Exhibit “A” conveying the public improvements for the Thorntons Gas Station Development Project constructed at 1330 S. Neltnor Boulevard. Section 2. That the corporate authorities of the City of West Chicago hereby accept all water main improvements located within a dedicated public right-of-way or dedicated easement area, as installed as part of the Thorntons Gas Station Development Project, as City of West Chicago ownership and maintenance responsibility, as depicted on Exhibit “B” a copy of which is attached hereto and incorporated herein. Section 3. That the development’s overland stormwater drainage systems, stormwater detention basin, stormwater Management BMP system, storm sewer system, underdrain system, all onsite sanitary sewer main and service lines, the water service lines (from the water service shut-off valve or b-box to the building), the irrigation water lines, and the fire suppression lines (from the water shut-off valve at the City main to the building), and the interior parking lots and roadways, shall remain the ownership and responsibility of the property owner. Section 4. That all Resolutions, or parts thereof, in conflict with the provisions of this Resolution are, to the extent of such conflict, hereby repealed. Section 5. That this Resolution shall be in full force and effect from and after its adoption and approval as provided by law. APPROVED this 20" day of May 2019. AYES: NAYS: ABSTAIN: ABSENT: Ruben Pineda, Mayor ATTEST: Nancy M. Smith, City Clerk ===== PDF PAGE 112 ===== [Extraction: OCR (rendered-page OCR)] RESOLUTION NO. 19-R-0026 EXHIBIT "A" CERTIFICATE OF APPROVAL AND INITIAL ACCEPTANCE REQUEST FOR INSPECTION SUBDIVISION: 1330 South Neltnor Boulevard (Project Name / Phase, etc.) Request is hereby made by the Developer (Thorntons Inc.) to the City of West Chicago to approve the subdivision/project described above. The following information is submitted in support of this request. Deed of Conveyance/Bill of Sale ; “As-Built” Engineering Drawings (3-print sets/1 mylar set) Maintenance Guarantee (Bond, Letter of Credit, etc.) OWNER(S) / DEVELOPER (S) Thorntons Inc. ADDRESS: 2600 James Thornton Way Louisville, Kentucky 40245 TELEPHONE : 505-425-8022 REFERENCE : 1330 S. Neltnor Blvd. Plan NoRecord Drawingsspeets 6 , Dated 5-18-17 ¢ Specifications. Prepared by Manhard Consulting, Ltd. And approved by the City of West Chicago. ===== PDF PAGE 113 ===== [Extraction: OCR (rendered-page OCR)] IMPROVEMENT DESCRIPTION: Watermain and Appurtenances Sanitary Sewer and Appurtenances Storm Sewer and Appurtenances Roadway (Curb and Gutter) Roadway (Pavement) ' Roadway (Markings) Sidewalk Street Lights Parkway Trees Ponds (Detention/Retention) OooooDoDoDKR Other (Lift Station, etc.) CERTIFICATIONS: DESIGN ENGINEER’ S CERTIFICATION To the best of my knowledge and belief, the construction of the above described improvement has been completed in accordance with the approved plans and specifications, prepared by: Name: Manhard Consulting, Ltd. Address: 900 Woodlands Parkway Vernon Hills, Illinois 60061 10-22-18 062-062677 (Date) (Ll1.. P.EB. NO.) (Signature) ===== PDF PAGE 114 ===== [Extraction: OCR (rendered-page OCR)] DEVELOPER/OWNER CERTIFICATION FIELD INSPECTORS CERTIFICATION I hereby certify that I (we) have regularly inspected the above described improvements during the progress of construction and that to the best of my/our knowledge and belief the work has been completed in conformance with the approved plans and specifications. DEVELOPER (8) /OWNER (S) : Thorntons Inc. OLA 24 LO/8, (Name) Typed (Daté) Let. ti; bolt, (Name) Signed (Date) CITY INSPECTOR: (eB 1A py) (Name) (Date) CITY ENGINEER: CERTIFICATION All work required for this development has been inspected and found to be complete in a satisfactory manner. All documentation for acceptance has been submitted and found to be acceptable. (Date) (Name) (Title) ===== PDF PAGE 115 ===== [Extraction: OCR (rendered-page OCR)] DEED OF CONVEYANCE/BILL OF SALE KNOW ALL MEN BY THESE PRESENTS, that _ Thorntons Inc. (Developerpowner) , located at 2600 James Thornton Way, Louisville, Kentucky 40245 (Address of Developer/Owner) a (corporation, partnership, individual) authorized to do business in the State of Illinois, for and in consideration of the sum of One Dollar ($1.00) and other good and valuable consideration in hand paid, the receipt and sufficiency of which are hereby acknowledged, does hereby Grant, Sell, Transfer Over, Convey and Deliver unto the City of West Chicago (the “City”), DuPage County, Illinois, a municipal corporation, to and for its own use forever the following: UNDERGROUND IMPROVEMENTS Y Watermain and Appurtenances Sanitary Sewer and Appurtenances Storm Sewer and Appurtenances Lift Station and Force Main Other ( ) SURFACE IMPROVEMENTS Roadway (Curb & Gutter/Pavement) (Street Names ) Sidewalks Parkway Trees : Traffic Control/Street Signs/Pavement marking Street Lights Storm Water Retention/Detention Basin/Grading Other ( ) ===== PDF PAGE 116 ===== [Extraction: OCR (rendered-page OCR)] 1330 South Neltnor Boulevard (Project/Subdivision Name) Located in the Project known as (the “Project”) as described on the “as-built” engineering plans prepared by Manhard Consulting, Ltd. , located at (Consulting Engineer’s Name) 900 Woodlands Parkway, Vernon Hills, IL 60061 (Consultant’s Address) and dated 05-18-17 , which plans with “Bill of Materials” (As-built date) : are incorporated by reference and made a part hereof. WHEREAS, the Developer does hereby warrant to the City, it is the lawful owner of and has good and marketable title to the aforedescribed improvements; that the same are free from all encumbrances; that the Developer shall hold harmless the City against the lawful claims and demands of all persons with respect to the title hereby conveyed; and that the execution of this Deed of Conveyance/Bill of Sale is an authorized Act of Said Corporation, Individual or Partnership. IN WITNESS WHEREOF, the Developer has caused this instrument to be signed and delivered this Le day of } 20/8 " wr CORPORATE (Name) (Date) SEAL VP Cresigu F Decopngsly (Title) Accepted for the City of West Chicago Mayor ATTEST: City Clerk ===== PDF PAGE 117 ===== [Extraction: OCR (rendered-page OCR)] RESOLUTION NO. 19-R-0026 EXHIBIT "B" [_PROSCT ADORESS: 1330 5 NELINOR BOULEVARD WEST GHCAGO, A cos] Nvid ALUN SIONITH ‘ODVOIHD LSIM HO ALID OUVATINOG YONLTIN HINOS OfcL minnon 8 An-sosthoh avo Laas py gE anne SON NIKLIM CONYOUNd XYOM ANY OL HOOId GINO RY SI AWN A HOUVLYOGSNVEL 30 LNIALYVYEIO SIONTH LON Tene eae iy ries “Tae ss, fh " * os & Reh i: = a a ay aren a yee hk r He “ jj i i ete eee a i Ms e ¢@ 6 ° igs Par ee ase is h +e) e Deis Sebo ie s 68 8 hae) aS at ies is t ee a Ss co] 8 = ry 4 4,2, 5 f f tet ker oho 28 au id lM ===== PDF PAGE 118 ===== [Extraction: OCR (rendered-page OCR)] CITY OF WEST CHICAGO INFRASTRUCTURE COMMITTEE AGENDA ITEM SUMMARY ITEM TITLE: AGENDA ITEM NUMBER: 4 t je Purchase of Rock Salt from Compass Minerals American, Inc., Overland Park, Kansas, for the 2019-2020 Winter Season COMMITTEE AGENDA DATE: May 2, 2019 COUNCIL AGENDA DATE: May 20, 2019 Pn _ STAFF REVIEW: Robert E. Flatter, P.E., Director of Public Works SIGNATUR' APPROVED BY CITY ADMINISTRATOR: Michael L. Guttman SIGNATURE. ITEM SUMMARY: For FY 2020, or for the 2019-2020 winter season, City staff participated in the DuPage County Rock Salt Purchasing Program for the purchase of rock salt. On Tuesday, March 12, 2019, City staff submitted information to DuPage County of the City’s intent to participate in its Rock Salt Purchasing Program for the purchase of 4,000 tons of rock salt (2,000 tons 100% confirmed early delivery, and 2,000 tons standard buy (1,600 tons (80%) minimum purchase required and 2,600 tons (130%) maximum purchase guaranteed available). On Wednesday, April 4, 2019, DuPage County opened bids for BID#19-048-DOT —- BULK ROCK SALT. Three bids were received with Compass Minerals American, Inc. of Overland Park, Kansas, submitting the lowest responsible bid of $82.96 per ton of rock salt delivered (see attached bid tabulation sheet). On Tuesday, April 9, 2019, DuPage County advised all program participants that it would be awarding its 2019-2020 salt procurement contract to Compass Minerals American, Inc. of Overland Park. Compass Minerals American, Inc. has requested a contract/commitment from the City of West Chicago by Wednesday, July 3, 2019. Based upon pricing received under the DuPage County Rock Salt Purchasing Program, City staff recommends that City Council authorize the purchase of up to 4,600 tons of rock salt, at the price of $82.96 per ton delivered, from Compass Minerals American, Inc., of Overland Park, Kansas for the 2019-2020 winter season under the DuPage County Joint Purchasing Program. Purchase History: e For FY 2018, or the 2018-2019 winter season, the City paid $67.15 per ton of rock salt delivered under the DuPage County Rock Salt Purchasing Program. e For FY 2017, or the 2017-2018 winter season, the City paid $51.49 per ton of rock salt delivered under the DuPage County Rock Salt Purchasing Program. e For FY 2016, or the 2016-2017 winter season, the City paid $56.35 per ton of rock salt delivered under the DuPage County Rock Salt Purchasing Program. e For FY 2015, or the 2015-2016 winter season, the City paid $70.44 per ton of rock salt delivered under the DuPage County Rock Salt Purchasing Program. e For FY 2014, or the 2014-2015 winter season, the City paid $112.69 per ton of rock salt delivered under the CMS program (State of Illinois Program). ACTIONS PROPOSED: That the West Chicago City Council authorize the purchase of up to 4,600 tons of rock salt, at the price of $82.96 per ton delivered, from Compass Minerals American, Inc. of Overland Park, Kansas under the DuPage County Rock Salt Joint Purchasing Program for the 2019-2020 winter season. ===== PDF PAGE 119 ===== [Extraction: OCR (rendered-page OCR)] THE COUNTY OF DUPAGE FINANCE - PROCUREMENT BID #19-048-DOT - BULK ROCK SALT BID TABULATION COMPASS MINERALS AMERICA INC, MORTON SALT, INC. DETROIT SALT COMPANY Standard Unit Price Unit Price Extended Unit Price Extended Delivery Qty | per Ton ia Totall “per Ton Total per Ton Total | Group 1 - DuPage Coun | P diaian Geluary 20,000 $ 82.96) $ 1,659,200.00 | $ 83.32] $ 1,666,400.00]$ 95.15]$ 1,903,000.00 Unit Cost per Ton 130% -150% of Projected Usage TOTAL GROUP 1 $ 1,659,200.00 $ 1,666,400.00 $ 1,903,000.00 $ 82.96] $ 970,632.00] $ 80.37] $ 940,329.00] $ 99.15])$ 1,160,055.00 82.96] $ §,045,627.20] $ 90.03] $ 5,475,624.60]$ 95.15]$ 5,787,023.00 $ $ 102.96 $ 102.96 Group 2A - Townships/Municipalities Early Delivery Group 2B - Townships/Municipalities Standard Delivery} 60,820 11,700 Unit Cost per Ton 130% -150% of Projected Usage TOTAL GROUP 2] $ 6,016,269.20 | $ 6,415,953.60 | $ 6,947,078.00 NOTE: 1) For both Group 1 - DuPage County and Group 2 — Townships/Municipalities, the minimum contract commitment is eighty percent (80%) of the standard delivery quantity. 2) Cargill submitted a No Bid. Invitations Sent] 12 Potential Bidders Requesting Bid Documents} 12 a) Total Bid Responses Recelved Bid Opening Attended OT, JEM ===== PDF PAGE 120 ===== [Extraction: OCR (rendered-page OCR)] CITY OF WEST CHICAGO INFRASTRUCTURE COMMITTEE AGENDA ITEM SUMMARY ITEM TITLE: AGENDA ITEM NUMBER: 4. ZI 2019 Asphalt Materials Procurement — DuPage County Joint Purchasing Program - Plote Construction, Inc. COMMITTEE AGENDA DATE: May 2, 2019 COUNCIL AGENDA DATE: May 20, 2018 < STAFF REVIEW: Timothy R. Wilcox, Assistant Director of Public Works SIGNATURE (Use, y hkl a. APPROVED BY CITY ADMINISTRATOR: Michael L. Guttman SIGNATURE. ITEM SUMMARY: For over 31 years the City has utilized the DuPage County Joint Purchasing Program for the procurement of asphalt materials. DuPage County has a Joint Purchasing Program similar to the State of Illinois Joint Purchasing Program where annually it solicits bids for materials by way of public bid and then allows municipalities to take advantage of the competitively bid unit prices. Staff has been advised that Plote Construction, Inc. (Plote) was awarded a contract for Asphalt Materials, both Surface and Binder Course, along with additional Group IV Bituminous Paving Materials such as asphalt emulsion (primer), effective April 1, 2019 and expiring March 31, 2020. Plote has agreed to extend its bid to other taxing bodies in DuPage County through the Joint Purchasing Program. Public Works staff will be able to pick up hot mix asphalt (HMA) material as needed from the plant located on Washington Street, near Illinois Route 38, in West Chicago, IL. The City uses HMA to repair street openings from water and sewer excavations, for pothole patching, repair of surface imperfections through grinding and patching, and overlayment of sections of streets where the surface is deteriorated and the street is not scheduled for contractual reconstruction or resurfacing. For FY 2019, staff anticipates using approximately 750 tons of surface mix, approximately 50 tons of binder mix and approximately 100 gallons of primer. Material cost varies from $51.00 to $57.00 per ton depending on the type of HMA required. Primer is $38.00 per 5 gallon pail. The amount of $46,000 has been budgeted in the Capital Projects Fund for the purchase of HMA asphalt and street patch materials. Staff recommends using the DuPage County Joint Purchasing Program for the procurement of Asphalt Materials from Plote Construction, Inc. A copy of the DuPage County bid awarded to Plote Construction, Inc. is attached for your consideration. | ACTIONS PROPOSED: —| Authorize the purchase of HMA Asphalt Materials, as needed, from Plote Construction, Inc. for an amount not to exceed $46,000.00, through the DuPage County Joint Purchasing Program. ===== PDF PAGE 121 ===== [Extraction: OCR (rendered-page OCR)] DuPage County Illinois } 421 N. County Farm Road Wheaton, I] 60187-3978 pate: 04/01/2019 [ 11199 TO PLOTE CONSTRUCTION INC 1100 BRANDT DR HOFFMAN ESTATES _IL 60192 L DAVE VERDICO 847/695-9300 dverdico@plote.com |___ TERMS | IL Prompt Payment Act per 50 ILCS 505/1 Freight included in Price FOB Destination Northwest Region of the County for DOT. Pricing per low bid #19-014-DOT 3/28/19 JEM FOR NW REGION OF COUNTY-DOT SEND INVOICES TO: County of DuPage Division of Transportation 421 N. County arm Road Wheaton, IL 60192 Attn: Kathy Curcio kathy. black@duapgeco.org Buyer Contact: Joan McAvoy Phone: 630-407-6181 Email: joan.mcavoy@dupageco.org SHIP VIA Best Way UNIT PRICE pune | auantiry] vom_| Service Agreement to fumish Bituminous Paving Material, for the Dollar Value is estimated, orders placed on "as-needed" basis with items and quantities specified at time of order. This contract subject to three (3) optional one-year renewals. BITUMINOUS PAVING MATERIALS Page: 1 of 1 PURCHASE ORDER #: 3768-0001 SERV Please include this Purchase Order Number on all invoices, shipping papers, packages and correspondence. Failure to comply may result In delayed payment of invoices. Currant Terms and Conditions are located at www.dupageco.org. 1QM2#14765 04/01/2019 03/31/2020 09/30/2020 $15,000.00 Vendor Agreement Reference: DOT-PLOTE CONSTRUCTION INC Vendor Agreement Description: BITUMINOUS PAVING MATERIAL F/NW REGION OF THE COUNTY-DOT AGREEMENT | AGREEMENT MAX QTY MAX AMOUNT $15,000.00 $15,000.00 $15,000.00 Total Amount: ===== PDF PAGE 122 ===== [Extraction: OCR (rendered-page OCR)] Plote DuPage County Procurement Services Division Finance Department 421 North County Farm Road, Room 3-400 Wheaton, Illinois 60187-3978 Phone: (630) 407-6181 DUPAGE COUNTY NOTICE TO BIDDERS NOTICE IS HEREBY GIVEN that sealed bids will be received and time stamped by the Procurement Officer, for The County of DuPage ("County") on or before March 5, 2019 at 2:30pm at DuPage County Finance Department, Room 3-400, 421 N. County Farm Road, Wheaton, IL 60187 for the following contract: FURNISH BITUMINOUS PAVING MATERIALS #19-014-DOT. Bid document may be obtained from the Finance Department by email at David.Williams@dupageco.org or onsite during regular business hours at no cost or from the internet via www.demandstar.com, All bids must be received prior to the date and time shown above. Bids transmitted by email or facsimile (fax) will not be accepted. Bid Event Activity Legal Notice Advertisement Placed February 19, 2019 February 25, 2019 1:30pm Questions Due to Buyer Email: david.williams@dupageco.org Final Q&A Addendum Published Submittals Due to Finance Department February 28, 2019 4:00pm March 5, 2019 2:30 pm ===== PDF PAGE 123 ===== [Extraction: OCR (rendered-page OCR)] Each department will make an independent determination on whether it will enter into an agreement with the awarded contractor ad will issue their own purchase order, r V SUBMITTAL CHECKLIST ORIGINAL SIGNED BID ALL ADDENDA NUMBERS ACKNOWLEDGED, IF APPLICABLE REFERENCES PROPOSAL PRICING CERTIFICATION/PROPOSALSIGNATURE AFFIDAVIT PAGE COMPLETED JOINT PURCHASING SECTION, COMPLETED VENDOR ETHICS DISCLOSURE FORM, COMPLETED IRS FORM W9, COMPLETED DESIGN SHEETS INDICATING THE COMPOSITION OF PRIVATE / DRIVEWAY MIXES COPIES OF ALL AGREEMENTS, WAIVERS, DISCLAIMERS, ETC., REQUIRED TO BE COMPLETED, WHEN DUMPING ASPHALT GRINDINGS AND CLEAN CONCRETE AWARDED CONTRACTOR REQUIREMENTS CERTIFICATE OF INSURANCE DUE WITHIN 15 DAYS OF NOTICE OF AWARD PREVAILING WAGE AS REQUIRED BY IL STATE LAW REQUIREMENT (IF APPLICABLE) | ____ ILLINOIS SECRETARY OF DUE WITHIN 15 DAYS OF NOTICE OF AWARD STATE CORPORATE/LLC http://www.cyberdriveillinois.com/departments/business_services/howdoi,.him! CERTIFICATE OF GOOD STANDING FOR CURRENT YEAR is —— SS ee = ~~ : ~ ~ BITUMINOUS PAVING MATERIALS #19-014-DOT Page 2 of 27 ===== PDF PAGE 124 ===== [Extraction: OCR (rendered-page OCR)] INSTRUCTIONS TO BIDDERS ON-LINE NOTIFICATION OF SPECIFICATIONS: This document is available over the Internet at www.DemandSlar,.com or www.co.dupaage.il.us, as well as from the Buyer listed in this document. Businesses without Internet access may contact the Buyer listed on page 1. Companies Interested in doing business with the County are able to register and maintain their registration via the Internet at www.DemandStar.com, Registration is not required but if you choose to register you will receive an automatic initial notification from DemandStar of relevant opportunities with the County of DuPage. The County is not responsible for errors and omissions occurring in the transmission or downloading of any specifications from this website. In the event of any discrepancy between information on this website and the hard copy specifications, the terms of the hard copy specification will prevail. ON-LINE PROVIDER DISCLAIMER: DemandStar.com has no affiliation with the County of DuPage other than as a service that facilitates communication between the County and its vendors. DemandStar.com is an independent entity and is not an agent or representative of the County. Communications to DemandStar.com do not constitute communications to the County. BID REQUIREMENTS: All bids must be submitted on the blank bid form furnished with these contract documents and shall conform to the terms and conditions set forth in this Invitation to Bid (the ITB). Please make and retain a copy of your Bid Response for your records. The bid must be enclosed in a sealed envelope bearing the bid number and the printed title of the bid. Bidders must sign, in ink, the bid form where indicated and have the signature notarized. Bidder shall acknowledge receipt of each addendum issued in the space provided on the bid form. ALTERNATE/EQUAL BIDS: The specifications cannot cover precisely all minute details of the equipment required. Therefore, for purposes of establishing a standard of quality, the items listed in the specification may state brand names, manufacturer's models, numbers, et cetera, The County of DuPage, for cost effective measures, standardizes on specific items; those bids will contain the language "NO SUBTITUTIONS,” and any alternative will not be considered. A generic or alternate brand product of equal specifications may be proposed as an alternative for the item identlfied unless “NO SUBSTITUTIONS,” is indicated. However, in bidding the alternate item, the bidder must also attach manufacturer's printed specifications and literature and bid must be clearly marked as an ALTERNATE. Bidders submitting alternate items, of equal specifications, may be requested to provide samples of the item they intend to supply for testing. The Procurement Officer of DuPage County shall be the sole judge to determine whether the alternate item is actually equal to the item identified in the specifications, and the Procurement Officer's decision will be final and binding. Bidders are encouraged to submit cost-saving/value-added alternate bid pricing suggestions, such as rebates, creative lease agreements, extended warranty periods, trade-in allowances, or the availability of discounts for floor model or demonstrator units at significant savings. Any alternate pricing should be noted as a separate line that may be subtracted from the bid pricing as specified, allowing for clear evaluation and value-analysis by the County. The County recognizes the expertise provided by many bidders and encourages creativity In bidding. Alternates may be considered if the bid submitted clearly indicates what will be furnished and how it will benefit the County. Alternates will be compared to the lowest responsive, responsible bid as specified. COMPETITION INTENDED: Itis the County's intent that this Invitation to Bid (ITB) permits competition, It shall be the bidder's responsibility to advise the Buyer in writing if any language, requirement, specification, etc., or any combination thereof, inadvertently restricts or limits the requirements stated in this ITB to a single source. Such notification must be received by the Buyer no later than seven (7) days prior to the date set for bids to close. "BITUMINOUS PAVING MATERIALS #19-014-DOT Pago 3 of 27 ===== PDF PAGE 125 ===== [Extraction: OCR (rendered-page OCR)] COMPLIANCE WITH ILLINOIS STATE LAW: By submitting a response, bidder [offeror] certifies that it has obtained any and all required authorizations, certifications, and/or licenses required by law in order to perform the work described herein and transact business within the State of Illinois. This includes, but is not limited to, in the case of a foreign business corporation, limited liability company, limited partnership, or limited liability partnership, authorization from the Illinois Secretary of State to transact business within the State of Illinois. http://www.cyberdriveillinois.com/departments/business_services/howdoi.htm! DEVIATIONS: The County of DuPage reserves the right to approve any material the Bidder proposes to furnish which contains deviations from specification requirements but which may substantially comply. If there is any deviation in the pack, source, quality, etc., of an item bid, from that prescribed in the specifications, Bidder must rule out the appropriate line in the specifications and clearly indicate the correction, Prices will be converted by the County to accommodate accepted deviations. EXCEPTIONS: Exceptions will be considered up to the deadline listed in Project Information. Exceptions must be fully described, on the Bidder’s letterhead and signed; exceptions must reference the bid number and the specification, contract term or other portion of the Invitation to Bid which is being accepted. If the Bidder wishes to propose terms and conditions or alternative paperwork it must do so as an exception. In the absence of such statement, the bid shall be considered as if submitted in strict compliance with all terms, conditions, and specifications; by its submission, the Bidder agrees that if selected, it will be bound by same. No exceptions or changes to contract terms will be accepted with the bid. EXAMINATION BY BIDDER: The Bidder shall, before submitting his bid, carefully examine the bid and specifications. If his bid is accepted, he will be responsible for all errors in his bid resulting from his failure or neglect to comply with these instructions. Unless otherwise provided in the SPECIAL CONDITIONS, when the specifications include information pertaining to preliminary investigations made by the County, such information represents only the opinion of the County of DuPage as to the location, character or quantity of the materials encountered. That information is only included for the convenience of the Contractor. The County of DuPage does not warrant the accuracy or the sufficiency of the information and assumes no responsibility therefore. ELECTRONIC TRANSMITTALS: Facsimile and/or e-mail transmitted bids will not be accepted by the County of DuPage. INTERPRETATION OF CONTRACT DOCUMENTS: If a potential Bidder is uncertain as to the meaning of any part of the specifications of this ITB, the Bidder is expected to contact the Procurement Services Division up to the deadline listed on the Project Information page for Exceptions to Bids. PREPARATION OF BIDS: The Bidder shall return his bid on the attached bid forms. It must be returned with all pages intact. Please make and retain a copy of the signed bid for your records. Unless otherwise stated, all blank spaces on the bid page or pages, applicable to the subject specification, shall be correctly filled in. Either a unit price or a lump sum price, or both as the case may be, shail be stated for each and every item, either typed in or printed in ink, in figures, and if required in words. Ridder shall acknowledge receipt of each addendum issued in the space provided on the bid form. When a bid consists of a number of items, prices must be submitted for all items unless otherwise directed in the Special Conditions. Where unit prices are to be bid, and/or where bids are to be made on more than one item, the Bidder shall extend the unit price(s) bid in the places provided on the pricing pages for the approximate quantities, shall compute the total amount of the bid and shall indicate tha same on the proposal pricing page. The Bidder must bid in accordance with the unit(s) of measure called for unless deviation procedure is followed. All extensions and total sums are subject to verification by the County and the correct extensions and sums will be used in the comparison of bids. If a discrepancy exists between the unit prices and totals, the unit prices shall prevail. if a discrepancy exists between the total base bid and the true sum of the individual bid items, the true sum shall prevail. BITUMINOUS PAVING MATERIALS #19-014-DOT Page 4 of 27 ===== PDF PAGE 126 ===== [Extraction: OCR (rendered-page OCR)] Where unit prices are requested, the quantities stated are approximate only but will be used to determine bid award. The quantities for all items on which bids are to be received on a unit price basis, will not be used in establishing final payment due the Contractor. Bids will be compared on the basis of the number of units stated In the Bid Pricing Section. Contract payment for unit price items will be based on the actual number of units delivered, In certain cases, amounts are to be shown in both words and figures. When discrepancies occur between the “Written in Words" and the “In Figures” amounts for the total lump sum bid amount, the “Written in Words" shall govern, Bidders are warned against making any erasures or alterations of any kind, and bids that contain omissions, erasures, conditions, or alterations may be rejected. The bidder must fill in all blanks. Use “N/A” or “None” where applicable. If the Bidder is a corporation, the President shall execute the bid. In the event that the bid is executed by anyone other than the President, a certified copy of that section of the corporate bylaws or other authorization by the corporation, which permits the person to execute the offer for the corporation, shall be submitted. If the Bidder is a partnership, all partners shall execute the bid, unless one partner has been authorized to sign for the partnership, in which case, evidence of such authority satisfactory to the Procurement Officer shall be submitted. lf the Bidder is a sole proprietor, the owner shall execute the bid. A “Partnership” or “Sole Proprietor” operating under an Assumed Name shall be registered with the Illinois County in which located, as provided in the Illinois Compiled Statutes, 805/ILCS 405/1 et seq. SUBMISSION OF BIDS: The Bidder shall be responsible for delivery of bids to the Procurement Services Division before the date and hour set for the opening of bids. Late bids will not be considered and will be returned unopened. All bids must be received in sealed envelopes that have your name and address in the UPPER left corner and the attached label filled in and pasted on the LOWER left corner, Bids mailed “EXPRESS MAIL" must have bid number and due date on the outside of the EXPRESS MAIL envelope. You must allow sufficient time for processing through the County's internal mailroom system, PROPRIETARY INFORMATION: Under the Illinois Freedom of Information Act, all records in the possession of DuPage County are presumed to be open to inspection or copying, unless a specific exception applies. 5 ILCS 140/1.2 One exception Is trade secrets and commercial or financial information obtained from a person or business where the trade secrets or commercial or financial information are furnished under a claim that they are proprietary, privileged or confidential, and that disclosure of the trade secrets or commercial or financial information would cause competitive harm to the person or business, and only insofar as the claim directly applies to the records requested.” 5 ILCS 140/7(1)(g). The County will assume that all information provided to us in a bid or proposal is open to inspection or copying by the public unless clearly marked with the appropriate exception that applies under the Freedom of Information Act, Additionally, if providing documents that you believe fall under an exception to the Freedom of Information Act, please submit both an un-redacted copy along with a redacted copy which has all portions redacted that you deem to fall under a Freedom of Information Act exception. CONTRACT AWARD INFORMATION: The successful bidder will be asked to sign a contract agreement (sample attached). If the bidder wishes to propose terms and conditions or alternative paperwork he must do so as an exception (see exceptions above). Award notification will be sent to the vendor receiving the award via mail, e-mail or fax. Award status can be viewed at www.DemandStar,com. ae BITUMINOUS PAVING MATERIALS #19-014-D0T Page 5 of 27 ===== PDF PAGE 127 ===== [Extraction: OCR (rendered-page OCR)] Response summaries will be available over the Internet at www.DemandStar.com. This summary information will include bids that were delivered by the required bid opening date and time. The above bid status information can also be obtained by contacting the Buyer. END OF INSTRUCTIONS TO BIDDERS ~~ BITUMINOUS PAVING MATERIALS #19-014-DOT Page 6 of 27 ===== PDF PAGE 128 ===== [Extraction: OCR (rendered-page OCR)] GENERAL CONDITIONS ADDENDUM AND SUPPLEMENT TO INVITATION TO BID (ITB): If It becomes necessary or advisable to revise any part of this ITB or if additional data is necessary to enable the exact interpretation of provisions of this ITB, revisions will be provided in the form of an Addendum. If revisions are made after any mandatory Pre-Bid conference, the revisions will be provided only to those Contractors who will have attended the Pre-Bid conference. Addendum information is available over the internet at www.DemandStar.com, Adobe Acrobat® Reader may be required to view this document. We strongly suggest that you check for any addendum a minimum of forty-eight (48) hours in advance of the bid deadline. APPLICABLE CODES AND ORDINANCES; Contractor hereby certifies that all materials used conform to all articles and sections of all current applicable National Building Codes and other relevant construction-related codes. Workmanship and materials shall conform to all local applicable codes and ordinances. CHANGES: The County of DuPage reserves the right to make any desired change in the specifications after the same shall have been put under contract; but the change so made, with the price to be added or deducted from the contract price, therefore, shall be agreed upon in advance between County of DuPage and the successful Contractor. Illinois law requires that changes in excess of $10,000 or extensions greater than thirty (30) days must comply with the Criminal Code, The Procurement Services Division shall issue to the successful contractor a written change order to the original contract; such change orders shall be binding upon both parties thereto and shall in no way invalidate or make void the terms of the original contract not modified by such change. COMMENCEMENT OF WORK: The successful Contractor must not commence any billable work prior to the County's execution of the contract or until any required documents have been submitted. Work done prior to these circumstances shall be at the Contractor's risk. COMMUNICATIONS: In an effort to create a more competitive and unbiased procurement process, the County desires to establish a single point of contact throughout the procurement process. From the issue date of this solicitation, until a contract has been awarded, all requests for clarification or additional information regarding this solicitation, or contact with the County personnel concerning this solicitation or the evaluation process, must be solely to the contact person listed on the cover page of this solicitation. No contact regarding this document with other County employees or officers is permitted unless expressly authorized by the Buyer issuing the solicitation. A violation of this provision Is cause for the County to reject the Bidder’s proposal. If it is later discovered that a violation has occurred, the County may reject any proposal or terminate any contract awarded pursuant to this solicitation. CONFIDENTIAL INFORMATION AND COUNTY PROPERTY: It is agreed that any and all specifications, drawings, or data furnished by County of DuPage shall (1) remain the County of DuPage's sole and exclusive property; (2) be considered and treated by Contractor as County of DuPage's confidential information, and not be copied, reproduced or duplicated in any manner or disclosed to any person or party, except as is necessary in the performance of this contract and (3) be returned upon request. CONTRACTOR PERFORMANCE: The Instructions to Bidders, Bid Form, General Conditions, Special Conditions, Contract Specifications and Attached Exhibits, together with the approved purchase order shall be incorporated in and become terms of the Contract. All items shall be supplied in strict accordance with the specifications. The Contractor's performance under the terms of the Contract shall be to the satisfaction of the County. Failure to comply with any statutory requirements shall be deemed a performance breach. “BITUMINOUS PAVING MATERIALS #19-014-DOT Page 7 of 27 ===== PDF PAGE 129 ===== [Extraction: OCR (rendered-page OCR)] DISCIPLINE: Nothing herein shall be construed to imply that the County of DuPage is retaining control over the operative details of the Contractor's work or the Subcontractor's employee's work, The Contractor is assuming all oversight, and the Contractor is ensuring compliance with safety guidelines. DRUG FREE WORKPLACE: The Contractor (whether an individual or company) agrees to provide a drug free workplace as provided for in 30 ILCS 580/1 et seq. ENDORSEMENTS: Contractor shall not us the name, seal or images of County of DuPage in any form of endorsement to any third- party without the County's written permission. F.0.B.: All goods are to be shipped prepaid, F.O.B, delivered. The total price quoted by the Bidder must be the total cost delivered to the location(s) stated. Bidder must not qualify his bid by stating a F.O.B. location other than such stated location(s). Shipments sent C.O.D. without County of DuPage’s written consent will not be accepted and will at Contractor's risk and expense, be returned to Contractor. Unauthorized shipments are subject to rejection and return at Contractor's expense. FORCE MAJEURE: The County of DuPage shall not hold Contractor liable for an extraordinary interruption of events, or damage of County property, by a natural cause that cannot be reasonably foreseen or prevented; i.e., droughts, floods, severe weather phenomena, et cetera. HOLDING OF BIDS; Bidder may withdraw the bid at any time prior to the time specified as the closing time for the receipt of bids. However, no Bidder shall withdraw or cancel the bid for a period of ninety (90) calendar days after said closing time for the receipt of bids, Unauthorized withdrawal may result in forfeiture of the bld bond, or If no bid bond is required, the withdrawing Bidder shall pay the sum of $1,000.00 as liquidated damages for the County's loss in re-bidding. INDEMNITY: The Contractor shall, at all times, to the extent permitted by law, fully indemnify, hold harmless, and defend the County and its officers, agents, and employees from and against any and all claims and demands, actions, causes of action, and cost and fees of any character whatsoever made by anyone whomsoever on account of or in any way growing out of the performance of this contract by the Contractor and its employees, or because of any act or omission, neglect or misconduct of the Contractor, its employees and agents or its subcontractors including, but not limited to, any claims that may be made by the employees themselves for injuries to their person or property or otherwise, and any claims that may be made by the employees themselves or by the Illinois Department of Labor for the Contractor's violation of the Illinois Prevailing Wage act (820 ILCS 130/1 et seq.). Such Indemnity shall not be limited by reason of the enumeration of any insurance coverage or bond herein provided. Nothing contained herein shall be construed as prohibiting the County, its officers, agents, or its employees, from defending through the selection and use of thelr own agents, attorneys and experts, any claims, actions or sults brought against them. The Contractor shall likewise be liable for the cost, fees and expenses incurred in the County's or the Contractor's defense of any such clalms, actions, or sults. The Contractor shall be responsible for any damages incurred as a result of its errors, omissions or negligent acts and for any lasses or costs to repair or remedy construction as a result of its errors, omissions or negligent acts, The County does not waive its defenses or immunities under the Local Goverment and Governmental Employees Tort Immunity Act, 745 ILCS 10/1 et seq. by reason of indemnification or insurance. LAW GOVERNING: The ITB and resulting contract shall be governed by the laws of Illinois. Bidder agrees to comply with all applicable State and Federal laws. ~ BITUMINOUS PAVING MATERIALS #19-014-DOT Page 8 of 27 ===== PDF PAGE 130 ===== [Extraction: OCR (rendered-page OCR)] LIENS, CLAIMS, AND ENCUMBRANCES;: Contractor warrants and represents that all the goods and materials ordered herein are free and clear of all liens, claims, or encumbrances of any kind. LOBBYIST REGISTRATION: Bidder shall comply with the provisions of Chapter 2, Article IX, Section 2-600, Lobbyist Registration of the Code of DuPage County, Illinois. MSDS: When applicable, Contractor shall furnish Material Safety Data Sheets for their products, in compliance with the Illinois Toxic Substance Disclosure to Employee Act and the "Right-to-Know" law, 820 ILCS 220/0.01 and 820 ILCS 225/0.1, Material Safety Data Sheets, upon award of Contract, shall be submitted to the County Procurement Services Division. MISCELLANEOUS REQUIREMENTS: The County will not be responsible for any expenses incurred by the Contractor in preparing and submitting a Bid. All Bids shall provide a stralghtforward, concise delineation of your capabilities to satisfy the requirements of this request, Emphasis should be on completeness and clarity of content. NON-DISCRIMINATING: The Contractor, its employees and subcontractors, agree not to commit unlawful discrimination and agree to comply with applicable provisions of the Illinois Human Rights Act, the U.S. Civil Rights Act and Section 504 of the Federal Rehabilitation Act, and rules applicable to each. PATENTS: Contractor undertakes and agrees to defend at Contractor's own expense all suits, actions, or proceedings in which the County of DuPage, its Officers, agents or employees are made defendants for actual or alleged infringement of any U.S. or foreign letters patent resulting from the use or sale of the items purchased hereunder, Contractor shall inform the County of DuPage whenever infringement will result from Contractor's adherence to specifications supplied by the County of DuPage or by an authorized County representative. Contractor further agrees to pay and discharge any and all judgments or decrees, which may be rendered in any such suit, action or proceedings against the County of DuPage, its Officers, agents or employees therein. PAYMENT: Original invoices must be presented for payment in accordance with instructions contained on the Purchase Order including reference to Purchase Order number and submitted to the correct address for processing. The County shall pay all invoices pursuant to 50 ILCS 505, “Local Government Prompt Payment Act”. Invoices containing charges for work subject to the Illinois Prevailing Wage Act (820 ILCS 130/) are required to be accompanied by the applicable Certified Transcript of Payroll form(s) for acceptance. Payment will not be made on invoices submitted later than six-months (180 days) after delivery of goods and any statute of limitations to the contrary is hereby waived PROTEST: No protest shall be based on a matter or issue which could have been raised as an exception prior to bid opening. Any protest concerning the award of a contract shall be decided by the Procurement Officer. Protests shall be made In writing to the Procurement Services Division and shall be filed within seven (7) business days of final approval and acceptance of the bid by the County Board. A protest is considered filed when received by the Procurement Services Division. The written protest shall include the name and address of the protestor, the ITB number, a statement of the specific reasons for the protest and supporting exhibits. The procurement Officer will respond to the written protest within five (5) days. The Procurement Officer's decision relative to the protest shall be final. Upon receipt of a protest the County may, but is not required to, delay its order under the awarded contract. RESERVATION OF RIGHTS: The County of DuPage reserves the right to reject any or all bids failing to meet the County's specifications or requirements and to waive technicalities. If in the County of DuPage's opinion, the lowest bid is not the most responsible bid, considering value received for monies expended, the right Is reserved to make awards as determined solely by the judgment of the County of DuPage. !n determining the lowest responsible bidder, the County shall take into consideration the qualities of the articles supplied, thelr conformity with the specifications, and their suitability to the requirements of the County and the delivery terms. Intangible factors, such as the Bidder’s reputation and past performance, will also be weighed. ~ BITUMINOUS PAVING MATERIALS #19-014-DOT Page 9 of 27 ===== PDF PAGE 131 ===== [Extraction: OCR (rendered-page OCR)] The Bidder’s failure to meet the mandatory requirements of the ITB will result in the disqualification of the bid from further consideration. The County further reserves the right to reject all bids and obtain goods or services through intergovernmental or cooperative agreements, or to issue a new and revised ITB. Submission of a bid confers no rights on the Contractor to a selection or to a subsequent contract. All decisions on compliance, evaluation, terms and conditions shall be made solely at the County's discretion and shall be made in the best interest of the County. TAX: The County of DuPage does not pay Federal Excise Tax or Illinois Sales Tax. The tax exemption number Is E9997-4551-07. A copy of the exemption letter is available upon written request. TERMINATION, CANCELLATION AND DAMAGES: This contract may be terminated upon mutual agreement of both parties. The County may terminate based on the Contractor's breach or default. Unless the breach or default creates an emergency situation, as determined in the County’s sole discretion, the Contractor shall be given notice and a five (5) day opportunity to correct before the termination becomes effective. If the County terminates this Contract because of the Contractor's breach or default, the County shall have the right to purchase items or services elsewhere and to charge the Contractor with any additional cost incurred, including but not limited to the cost of cover, incidental and consequential damages and the cost of re-bidding. The County may offset these additional costs against any sums otherwise due to the Contractor under this bid or any unrelated contract, If the County of DuPage fails to appropriate funds to enable continued payment of multi-year Contracts the County may cancel, without termination charges, provided Contractor received at least thirty (30) days prior written notice of termination. TRANSFER OF OWNERSHIP OR ASSIGNMENT: The terms and conditions of this contract shall be binding upon and shall ensure to the benefit of the parties hereto and their respective successors and assigns. Prior to any sales or assignments the County of DuPage must be notified and approve the same in writing. VENUE: By submitting a response, bidder agrees that venue for all disputes arising out of the solicitation process, including but not limited to judicial review of any protest decision, will be exclusively in the circuit court for the Eighteenth Judicial Circuit in DuPage County, Illinois and that Illinois law will control. WARRANTY: Complete warranty information detailing period and coverage must be submitted. END OF GENERAL CONDITIONS BITUMINOUS PAVING MATERIALS #19-014-DOT Page 10 of 27 ===== PDF PAGE 132 ===== [Extraction: OCR (rendered-page OCR)] SPECIAL CONDITIONS ACCURACY DISCLAIMER: The Contractor shall thoroughly acquaint himself with the sites for the proposed bid to fully understand the facilities, difficulties and restrictions attending to the execution of the bid. The Contractor will be allowed no additional compensation for his failure to be so informed. JOINT PURCHASING: OTHER TAXING BODIES: Based on County Board Resolution IR-084-76. Would your firm be willing to extend your bid to other taxing bodies in DuPage County such as school districts, townships, cities and villages, etc.? The approximate quantity usage is unknown. YES__X NO State any other requirements that they would have to meet beyond that of our Bid invitation and specification, None NOTE: The County of DuPage would not be involved in purchasing by any other taxing body other than to receive a copy of their purchase order that would reference the County of DuPage contract number. The invoicing and payments would be entirely between the other taxing bodies and the Contractor. If the County of DuPage accepts this bid, the procedure to handle joint purchases would be developed by the County of DuPage with the Contractor and distributed to the taxing bodies by the County of DuPage. END OF SPECIAL CONDITIONS BITUMINOUS PAVING MATERIALS #19-014-DOT Page 11 of 27 ===== PDF PAGE 133 ===== [Extraction: OCR (rendered-page OCR)] INSURANCE REQUIREMENTS Upon notice of acceptance of proposal, the successful bidder shall, within thirty (30) calendar days of said notice, furnish to the Purchasing Agent a certificate of Insurance and provide policy endorsements evidencing specific coverage of the types of insurance In the amounts specified below, Such coverage shall be placed with a responsible company acceptable to the County licensed to do business in the State of Illinois, and with a minimum insurance rating of A:VIl as found in the current edition of A M Best's Kay Rating Guide, All required insurance shall be maintained by the contractor In full force and effect during the life of the contract, and until such time as all work has been approved and accepted by the County. The Contractor is responsible for all Insurance deductibles and Self-Insured Retentions. TYPE OF INSURANCE MINIMUM ACCEPTABLE LIMITS OF LIABILITY 1. | Workers Compensation Statutory ~ 2. | Employers Liability A. Each Accident $1,000,000 B, Each Employee-disease $1,000,000 C. Policy Aggregate-disease $1,000,000 3. | “Commercial General Liability **** A. Per Occurrence $2,000,000 B. General Aggregate 1, General Aggregate- Per project $2,000,000 2. General Aggregate - Products/ Completed Operations $2,000,000 4. | ** Business Auto Liability *“** $1,000,000 AGREEMENT. The service provider shall provide the COUNTY endorsements at the beginning of each ye ar evidencing same. If any policy or coverage is written as "claims made" then coverage must be maintained for 4 years after project completion. At all times during the term of the contract, the Contractor and its independent contractors shall maintain, at their sole expense, insurance coverage for the Contractor, its employees, officers and independent contractors, as follows: NOTE: A) _ Itis the responsibility of Contractor to provide a copy of this PROPOSAL to their insurance carrier. B) It may also be required that the Contractor's insurer and coverage be approved by County prior to execution of the Contract, C) No work shall be started until receipt of Certificate of Insurance. The County of DuPage shall be named as additionally insured on all certificates of insurance. Insurance certificates shall also reference project name and BID NUMBER, Certificates should be faxed (and hard copy mailed) to: DuPage County Procurement Services Division David Williams, Buyer 421 North County Farm Road Wheaton, IL 60187-3978 Telephone: (630) 407-6190 FX: (630) 407-6201 The insurance carrier of the insured is required to notify the County of DuPage of termination of any or all of these coverages, prior to (he completion of any contract, at least 30 days prior to expiration. CHANGES IN INSURANCE COVERAGE The Contractor will immediately notify the County if any insurance has been cancelled, materially changed, or renewal has been refused and the Contractor shall immediately suspend all work in progress and take the necessary steps to purchase, maintain and provide the required insurance coverage(s) and limits. If suspension of work should occur due to insurance requirements, upon verification by the County of the required insurance the County will notify Contractor when they can proceed with the work. Failure to provide and maintain the required insurance coverage(s) and limits could result in immediate cancellation of the contract and the Contractor shall accept and bear all costs that may result due to the Contractors failure to provide and maintain the required insurance. INSURANCE RATING: All of the above-specified types of insurance shall be obtained from companies that have at least an A-VII rating in Best’s Guide or the equivalent. BITUMINOUS PAVING MATERIALS #19-014-DOT Page 12 of 27 ===== PDF PAGE 134 ===== [Extraction: OCR (rendered-page OCR)] SURVIVAL OF INDEMNIFICATION: The indemnification described above shall not be limited by reason of the enumeration of any insurance coverage herein provided, and indemnification shall survive the termination of the Contract. NOTICE OF LAWSUIT: Within 5 days of service of process, the County shall notify the Contractor of any lawsuit involving the indemnification provided for above. Failure to provide such notice shall not relieve the Contractor of its obligation to provide indemnification. However, the County shall be responsible for any additional costs of defense incurred due to their failure to provide such notice within 60 days. CHOICE OF LEGAL COUNSEL: The Contractor shall provide coverage as provided in the contract, If the County, an Employee, or Elected Official is named in a lawsuit then the County retains the right to choose legal counsel subject to the approval of the County and appointment by the State's Attorney of DuPage County. RIGHTS RETAINED: Notwithstanding the foregoing, nothing contained herein shall be deemed to constitute a waiver of any defenses or immunities otherwise available to the County. END OF INSURANCE REQUIREMENTS BITUMINOUS PAVING MATERIALS #19-014-DOT Page 13 of 27 ===== PDF PAGE 135 ===== [Extraction: OCR (rendered-page OCR)] SPECIFICATIONS This bid is to furnish bituminous paving materials for the period April 1, 2019 through March 31, 2020. Orders will be placed on an “as needed” basis. MATERIALS: The materials furnished under this proposal shall meet the applicable provisions of Sections 1030 and 1032 of the Standard Specifications for Road and Bridge Construction, adopted April1, 2016, and any subsequent revisions thereafter. QUANTITIES: : The material shall be loaded into County trucks at the plant site in a minimum quantity of (1) one ton per truck. Quantities shown are approximate, and are intended only to establish unit prices. The County reserves the right to increase or decrease the quantity shown by any amount, and to purchase the materials from any or all bidders at the quoted unit price. PRICES: Prices shall remain firm for one (1) year from date of award, Unit prices quoted shall be F.O.B. County trucks at the plant sites indicated by bidder on the Schedule of Prices. CONTRACT TERM & RENEWAL: This contract shail be effective for a one year period from date of award. The contract shall be subject to three (3) additional twelve (12) month renewal periods provided there is no change in the terms, conditions, specifications and prices and provided that such renewals are mutually agreed to by both parties. In no event shall the term plus renewals exceed four (4) years. BITUMINOUS PAVING MATERIALS #19-014-DOT Page 14 of 27 ===== PDF PAGE 136 ===== [Extraction: OCR (rendered-page OCR)] SMP Cold Patch Specifications The patching material shall be composed of a suitable aggregate, plant-mixed with SMP. The bituminous material shall be available in various grades so that one such grade will enable a stockpile to remain pliable and workable at a temperature of —15 degrees F, The patching material shall be capable of maintaining adhesive qualities in patched areas, which are damp at time of application, and after remaining in an uncovered stockpile for up to 6 months. MATERIALS Preproduction Aggregate: Will consist of a crushed limestone or approved equal, complying with the requirements of ASTM C-136 for stone size #89 or #9 in the following manner: #9 % Passing 100 85-100 10-40 0-10 0-5 ASTM C-88 ASTM C-131 ASTM C-117 ASTM C-127, 128 ASTM C-127, 128 ASTM C-123 ASTM C-295 ASTM C-142 Sieve Size (Metric) 3/8 inch (9.5-mm) Number 4 (4.75-mm) Number 8 (2.36-mm) Number 16 (1.18-mm) Number 50 (300-mm) Soundness Loss (Soldium-5 Cycles): Los Angeles Abrasion Loss: -200 Sieve (By Wash): Absorption: Specific Gravity Other Deleterious Matter Soft Pieces Coal! and Lignite Shale, Chert, Shady Material, etc. #89 % Passing 90 -100 20 - 55 5 - 30 0-10 0-5 12,0% Maximum 40.0% Maximum 2.0% Maximum 1.0% - 2.5% 2.55 - 2.75 3.0% Maximum 1.0% Maximum 2.5% Maximum Bituminous Material: The bituminous material shall be SMP, It shall meet the following requirements: ASTM D-1310 Minimum ASTM D-2170 ASTM —- D95 Maximum ASTM D-402 ASTM D-2171 Poises ASTM D-5 ASTM D-113 ASTM D-2042 Flash Point (Tag Open Cup) Kinematic Viscosity at 60 C (140° F) Water Distillate Test (Volume of original Sample): to 225 degrees C (437° F) to 260 degrees C (500° F) to 315 degrees C (600° F) Residue from distillate at 360° C (680° F) Tests on Residue from Distillation: Absolute Viscosity at 60 degrees C (140° F) Penetration Ductility at 4 degrees C (39° F), 1 cm/min Solubility in Trichloroethylene ~ BITUMINOUS PAVING MATERIALS #19-014-DOT Page 15 of 27 200 F 300-4000 cst 0.2% None 0-5% 0-25% 72-95% 125 425 200 Minimum 100 Minimum 99.0% Minim ===== PDF PAGE 137 ===== [Extraction: OCR (rendered-page OCR)] SMP Cold Patch Specifications COMPOSITION OF MIXTURE The mixture shall consist of an aggregate and a bituminous material conforming to the above, mixed in such a manor as to contain 120 Ibs. of bituminous material per finished ton (6.00%). The approved formula shall have an allowable variation of not more than the following minimum and maximum ranges: Minimum Maximum Job Mix Formula 5.5% (110 Ibs/ton) 6.5% (130 Ibs/ton) By Extraction 3.5% 7.0% PREPARATION OF MIXTURE It may be necessary to heat approved aggregates. When heat is applied, the mixture temperature SHOULD NOT EXCEED 170 DEGREES F. The asphalt shall be heated to a temperature between 150 and 225 degrees F in accordance with the instructions of a Seneca Petroleum Company representative, The mixture shall be mixed until all of the aggregates are uniformly coated. PLANTS AND EQUIPMENT Storage facilities and all equipment used in the preparation of the mixture shall be approved by the appropriate local governing agency. An approved drier shall be available for surface drying the aggregate when needed. The materials for individual batches shall be measured accurately either by volume or by weight, by approved methods and equipment. A batch type mixer of approved design and capacity shall be used in mixing the ingredient materials. However, approval for the use of a continuous mixer of portable pug mill may be given if it can be shown that satisfactory results will be obtained. STRIPPING TEST Immediately after mixing, the mixture shall meet the requirements of ASSHTO T-182, whereby not more than 5% of the aggregate particles shall remain uncoated. HANDLING PRECAUTIONS During the production of SMP Cold Patch, and the production of handling of SMP liquid Asphalt Blend, normal industry-wide safety precautions such as the prohibition of smoking, and any other source of ignition, spark, or open flame, shall be strictly enforced in the vicinity of such operations. BITUMINOUS PAVING MATERIALS #19-014-DOT Page 16 of 2/ ===== PDF PAGE 138 ===== [Extraction: OCR (rendered-page OCR)] v qv Vendors with multiple locations must provide an address, contact and phone number for each yard, where indicated, Plant Location Delivery | Unit | Quantity | Unit Price] Total _| | PLANT LOCATION: ADDRESS: 1555 W. Washington, West Chicago, IL Hma Surface Course, Mix D, | Fob Plant Ton | 100 Sox |e ac an an i ) Writ N70 | SLCC | AMC hl Surface Course, Mix D, | Fob Plant Ton 1100 $ LEO $ Pe Z WHE. 0) L Hma_ Binder Course, ||-19, N70 | Fob Plant Ton 100 $5 eU TS S7aevo| Hma_Binder Course, lI-19, N50 | Fob Plant _| Ton 900 $ si CC_T$ Fe Fad wv Polymerized Hma_ Surface | Fob Plant Ton 30 $ $ Course, Cb ee BLUE UC Mix E, N70 shi Driveway/Private Mix" Fob Plant Ton 30 S43a.c0 18 1D SGCOMC “Ss-1 Asphalt Emulsion Fob Plant 5 Gal 10 Pails |S 2 , * Pails 38-60 ZyxO. 00 58-28 Liquid Asphalt Fob Plant 5 Gal | 30 Pails Syl =p $ ee Pails Ne Bre Sabemne::: Smp Cold Patch Fob Plant Ton 100 $ VJ $ | (See Attached Specifications) INC lexan a Dumping Of Asphalt Grindings | FOB PLANT TON 400 $ 44] a And Clean Concrete ** N 1G | Dumping Of Broken Asphalt FOB PLANT TON 400 $ Ni] a $ ean Total: CONTACT: Tom Murphy PHONE NUMBER: PLANT LOCATION: ADDRESS: 630-293-5570 2200 Graham St., Bartlett, IL CONTACT: Dan Mateja PHONE NUMBER: ADDRESS: — 630-289-6080 CONTACT: PHONE NUMBER: BITUMINOUS PAVING MATERIALS #19-014-DOT Page 17 of 27 ===== PDF PAGE 139 ===== [Extraction: OCR (rendered-page OCR)] CONTRACT ADMINISTRATION INFORMATION: CORRESPONDENCE TO CONTRACTOR: _| REMIT TO CONTRACTOR: NAME ; _ Plote Construction Inc. NAME J 7 CONTACT Dave Verdico CONTACT ADDRESS 1100 Brandt Drive ADDRESS _ - CITY ST ZIP _ Hoffman Estates, IL 60192 CITY ST ZIP Telephone i; 847-695-9300 Telephone FX __ 847-695-9317 FX EMAIL —_|_bids@plote.com EMAIL COUNTY BILLTOINFORMATION: —__ COUNTY SHIP TO INFORMATION: DuPage County Division of Transportation Attn: Kathy Black 421 North County Farm Road Wheaton, IL 60187 Telephone: (630) 407-6892 DuPage County Division of Transportation Sign Shop Attn: Darcie Garza 140 North County Farm Road Wheaton, IL 60187 Telephone: (630) 407-6906 DUPAGE COUNTY PUBLIC WORKS BILL TO DUPAGE COUNTY PUBLIC WORKS SHIP TO Woodridge, IL 60517 Telephone: (630) 985-7400 INFORMATION: —__ INFORMATION: Attn: Magda Leonida-Padilla Attn: Duane Kozak 7900 S Rt. 53 7900 S Rt, 53 Woodridge, IL 60517 Telephone: (630) 985-7400 DUPAGE COUNTY FACILITIES MANAGEMENT BILL TO INFORMATION: ‘DUPAGE COUNTY FACILITIES MANAGEMENT SHIP TO INFORMATION: Attn: Mary Ventrella 421 N. County Farm Road, Wheaton, IL 60187 Telephone: (630) 407-5700 Attn: Mary Ventrella 421 N. County Farm Road, Wheaton, IL 60187 Telephone: (630) 407-5700 { FOREST PRESERVE DISTRICT OF DUPAGE COUNTY BILL TO INFORMATION: FOREST PRESERVE DISTRICT OF DUPAGE COUNTY SHIP TO INFORMATION: Attn: Carla Soria 38580 Naperville Rd, Wheaton, IL 60189 Telephone: (630) 933-7200 Attn: Carla Soria PO BOX 5000 Wheaton, IL 60189 Telephone: (630) 933-7200 DUPAGE COUNTY STORMWATER BILL TO INFORMATION: 7 _ Attn: Jamie Lock 421 N. County Farm Road Wheaton, IL 60187 Telephone: 630-407-6705 DUPAGE COUNTY STORMWATER SHIP TO INFORMATION: Attn: Brian Borowiak 17w440 N Frontage Road Darien, IL 60561 Telephone: 630-327-5838 All unit prices shall be F.O.B. Delivered County trucks at the plant sites indicated by bidder on the schedule of prices (Freight included in price). BITUMINOUS PAVING MATERIALS #19-014-DOT Page 18 of 27 ===== PDF PAGE 140 ===== [Extraction: OCR (rendered-page OCR)] #19-014-DOT BID FORM (PLEASE TYPE OR PRINT THE FOLLOWING INFORMATION) | Full Name of Bidder Plote Construction Inc. _ Main Business Address 4100 Brandt Dr. [SEs Bia AC Hoffman Estates, IL 60192 Telephone Number 847-695-9300 | pac Ranier 847-695-9317 Bid Contact Person Dave Verdico uli hicilasad dverdico@plote.com _ 7 TO: The DuPage County Procurement Services Division The undersigned certifies that he is: | the Owner/Sole Q a Member of the XI an Officer of the Q a Member of the Proprietor Partnership Corporation Joint Venture herein after called the Bidder and that the members of the Partnership or Officers of the Corporation are as follows: Daniel R. Plote (President or Partner) (Vice-President or Partner) _ Janice R. Plote Janice R, Plote (Secretary or Partner) (Treasurer or Partner) Further, the undersigned declares that the only person or parties interested in this bid as principals are those named herein; that this bid is made without collusion with any other person, firm or corporation; that he has fully examined the proposed forms of agreement and the contract specifications for the above designated purchase, all of which are on file in the office of the Procurement Manager, DuPage Center, 421 North County Farm Road, Wheaton, Illinois 60187, and all other documents referred to or mentioned in the contract documents, specifications and attached exhibits, including Addenda No. F , and issued thereto; Further, the undersigned proposes and agrees, if this bid Is accepted, to provide all necessary machinery, tools, apparatus and other means of construction, including transportation services necessary to furnish all the materlals and equipment specified or referred to in the contract documents in the manner and time therein prescribed. Further, the undersigned certifies and warrants that he is duly authorized to execute this certification/affidavit on behalf of the Bidder and in accordance with the Partnership Agreement or by-laws of the Corporation, and the laws of the State of Illinois and that this Certification is binding upon the Bidder and is true and accurate. — = ~~ BITUMINOUS PAVING MATERIALS #19-014-DOT _ Page 19 of 27 ===== PDF PAGE 141 ===== [Extraction: OCR (rendered-page OCR)] Further, the undersigned certifies that the Bidder is not barred from bidding on this contract as a result of a violation of either 720 Illinois Compiled Statutes 5/33 E-3 or 5/33E-4, bid rigging or bid-rotating or as a result of a violation of 820 ILCS 130/1 et seq,, the Illinois Prevailing Wage Act. The undersigned certifies that he has examined and carefully prepared this bid and has checked the same in detail before submitting this bid, and that the statements contained herein are true and correct. If a Corporation, the undersigned further certifies that the recitals and resolutions attached hereto and made a part hereof were properly adopted by the Board of Directors of the Corporation at a meeting of said Board of Directors duly called and held and have not been repealed, nor modified and that the same remain in full force and effect. (Bidder may be requested to provide a copy of the corporate resolution granting the individual executing the contract documents authority to do so.) Further, the bidder certifies that he has provided equipment; supplies or services comparable to the items specified in this contract to the parties listed in the reference section below and authorizes the County to verify references of business and credit at its option. Finally, the Bidder, if awarded the contract, agrees to do all other things required by the contract documents, and that he will take in full payment therefore the sums set forth in the bidding schedule. BID AWARD CRITERIA: Purchase orders for road materials are typically awarded to multiple vendors by multiple departments. The amount of the purchase order awarded to each vendor, as well as the decision to use a certain vendor on a given day considers the following primary factors. e Material Cost * Distance From Plant To Job Site e Material Availability © Travel Time From Plant To Job Site Where unit prices are requested, the quantities stated are approximate only but will be used to determine bid award (See Preparation of Bids Section) Je pot TOTAL BID AMOUNT: $_ 42% 3 72’ Total (in figures) oa - : “ Eueniecs che feavesy Aisi Lhe Jotcrruns Lpitec Aavecy * Doliars and Zee? Cents. (Print or Type) X (cow / [ Ul, ; LC. CORPORATE SEAL (Signature and Title) William T. Madden, Asst. Secretary (If available) BID MUST BE SIGNED AND NOTARIZED FOR CONSIDERATION Subscribed ¥¢ sworn to before me this __ Sth __day of __ March AD, 20.19. (hp } Payee Oe eas My Commission Expires: _/@-/9- 2021 (Notary Pub ANNA MARIA KUSHLAKUS Official Seal Notary Public ~ State of tilinols My Commission Explres Oct 19, 2021 BITUMINOUS PAVING MATERIALS #19-014-DOT Page 20 of 27 ===== PDF PAGE 142 ===== [Extraction: OCR (rendered-page OCR)] VENDOR ETHICS DISCLOSURE The Vendor Ethics Disclosure Statement can be found on the next page and on the County's Internet site under Contractor Forms in the Procurement section. The most current version of the form should always be utilized, There is also another form for additional pages; all pages are Adobe fillable forms. Continuing Disclosure: It is the contractor/vendor’s responsibility to update contribution information on an ongoing basis during the life of the contract. The vendor Is required to submit an updated Ethics Disclosure Statement to the user department any time contributions are made to the Chairman or County Board Members subsequent to the most recent authorized contract action, Failure to Comply: Failure to provide the requested information will at minimum delay awarding of the contract and could result in the selected vendor being disqualified as non-responsive and non-responsible, Providing fraudulent information on the Vendor Ethics Disclosure Statement may result in a Class 3 Felony. Contribution: A gift, subscription, dues, loan, advance, or depasit of money or anything of value, including services, knowingly received in connection with the nomination for election or election of any person to County Office. Multi-year contracts; Those contracts with a duration greater than 12 months require annual updates, to be filed by the vendor with the user dapartment and forwarded to Procurement. The reporting period should be the current and previous calendar years. Prohibited Source: Any person or entity who (i) is seeking official action by the Chairman, County Board member or in the case of an employee, by the employee or by the Chairman or County Board member, or another employee directing that employee; (ii) does business or seeks to do business with the Chairman, County Board member, or employee (ili) conducts activities regulated by the Chairman, County Board member, or employee (iv) has interests that may be substantially affected by the performance or non-performance of the official duties of the Chairman, County Board member, or employee (v) is registered or required to be registered with the Secretary of State under the Lobbyist Registration Act or the DuPage County Lobbyist Registration Act, except that an entity not otherwise a prohibited source does not become a prohibited source merely because a registered lobbyist is one of its member or serves on its board of directors (vi) is a Political Action Committee to which a prohibited source has been contributed. Page 21 of 27 ===== PDF PAGE 143 ===== [Extraction: OCR (rendered-page OCR)] Required Vendor Ethics Disclosure Statement . 3/5/19 Fallure to complete and return this form may result in delay or cancellation of the Date: County's Contractural Obligation, Bid/Contractv/PO#: #19-014-DOT Company Name: Plote Construction Inc. CompanyContact: — Dave Verdico Contact Phone: 847-695-9300 Contact Email: — bids@plote.com The DuPage County Procurement Ordinance requires the following written disclosures prior to award; 1, Every contractor, union, or vendor that Is seeking or has previously obtained a contract, change orders to one (1) or more contracts, or two (2) or more Individual contracts with the county resulting In an aggregate amount at or In excess of $25,000, shall provide to Procurement Services Division a written disclosure of all political campaign contributions made by such contractor, unlon, or vendor within the current and previous calendar year to any Incumbent county board member, county board chairman, or countywide elected offical whose office the contract to be awarded will benefit. The contractor, unlon or vendor shall update such disclosure annually durlng the term of a multl-year contract and prior to any change order or renewal requiring approval by the county board. For purposes of this disclosure requirement, “contractor or vendor” Includes owners, officers, managers, lobbylsts, agents, consultants, bond counsel and underwriters counsel, subcontractors and corporate entitles under the contral of the contracting person, and political actlon committees to which the contracting person has made contributions NONE (check hera) - Ifno contributions have been made a Recipient Donor pana Wa. Sih Wen tans Ine Amount/Value Date Made * | Dan Cronin Plote Construction Inc. Ad Book 200,00 Feb 2019 bd in Cronin Plote Construction Inc. Ad Book 1,000.00 Mar 2018 2. All contractors and vendors who have obtained or are seeking contracts with the county shall disclose the names and contact Information of thelr lobbyists, agents and representatives and all Individuals who are or will be having contact with county officers or employees In relation to the contractor bid and shall update such disclosure with any changes that may occur. Ba) NONE (chack hare) - Ifno contacts have bean made Lobbyists, Agents and Representatives and all Individuals who are Ada} or Will be having contact with county officers or employees In Telephone Emall Une/ relation to the contract or bld * | None * I Acontractor or vendor that knowingly violates these disclosure requirements Is subject to penalties which may Include, but are not limited to, the Immediate cancellation of the contract and possible disbarment from future county contracts, Continuing disclosure ts required, and | agree to update this disclosure form as follows: If information changes, within five (5) days of change, or prior to county action, whichever Is sooner 30 days prior to the optional renewal of any contract Annual disclosure for multi-year contracts on the anniversary of sald contract * With any request for change order except those Issued by the county for administrative adjustments The full text for the county's ethics and procurement policies and ordinances aro available at: hitp://vevew.dupaaccoers/Countytoard/Polictes/ thoreby acknowledge that I Mave recelved, have read, and understand these requirements. Authorized Signature cea /{ Milt, C_ Printecl Name William T. Madden Title Asst. Secretary Date 3/5/19 Attach additional sheets If necessary. Sign each sheat and number each page, Page of (total number of pages) FORM OPTIMIZED FOR ACROBAT AND ADOBE READER VERSION 9 OR LATER PAVING MATERIALS PURCHASE #19-014-DOT Page 22 of 27 Rev 1.1 ANG ===== PDF PAGE 144 ===== [Extraction: OCR (rendered-page OCR)] ram WV-G Request for Taxpayer Gis Font toe 1. Octoote 201 Identification Number and Certification requester, Do not sre Neverca Raves © Go to mww.trn gov/FomnW9 for Instructions and the tatwst information. ment eo the is Plote Construction Inc. feme, f othworl Nan above Pion Oe your Monee sae fobaTy Ruane lm Paquied ox ire Bex Go Het kanve iis ine bea rolloweng maven bora, OF wavecion o singe mentee L2G Mime LLG ms Caunted ath LLC Tate encrvar LLC that Is nat ch 5 Adimen purber, diest #0 apt of sute 1G) Seo Taucbons, 1100 Brandt Drive Enter your TIN In tha appropriate box. Tho TIN provided must maicn the narne giv on ine 1 to avoid peckup watnoldiig, For Inciviguals, tie 1s genpralty your social security cumnoer (SSI), Horwover, for & $00 the Instructions tor Part 1 lular, For other IN). Ifyou do not have A number, fo8 Ho; fo gota redident aten, sole proprator, of disregarded en! ereitios, {tli YOLr eciplaper dentitcation numbor (| Tit, tater. Not: If the account ts in more than one Name, see the instructions for line 4. Also sea What Naina ends [Employer tientacabon nomer | umber To Give tha Requester tor guidelines on whose number to enter. Under penaioes of perjury, lcertiy Tat 1, The number snown on ints form Is my correct Laxpaynr ioanziication numoar (oc am wut 2 | 0n Not Subject to backup werholding because: (a) ) aM e@xccenps froth backup withho'd Soevice (AS) Tat tam wc{oct to backup wihhncidirg as a reat of a fallize to report. ar int no eager subject to backup withholcing: and 3. 1am a US, catzen oF otner U.S. person (detned belo); and 2 Chace appropriate bex Ine tedorn! tat clantifcation of The person micas nama & ortarad on lina 1, Check only ona of ihe Olccopein Wsceprsin () eurmenng 0 trunnetate CD) tinted tasieny company, Enter he tat casatteaien (C~C corporation, 8-8 corporatian. I= Partnerntdpy br Note: Cnsck tha appeopriicie fox i the ane nbave for tha tax Diet icatON of he mghe Pom ihe tener unkes ihe cure ce ine tC tt Tom tha owner Ine U2, faduewl tax purpoaes, Ctherwinn, « ungio mabe LLG that] OA WA Ws Giroger oid rom Tha Gwnar should chock Ihe approgrista box for Ihe Lx CataManton Df ht owns. 4 Exam edructiana on page 3 Eewnge payen coda (ft any) mariner cwrer Oo pot check xm puon trom FATCA regesting: Pew rs wetter sve MB Roquaiors nan and adarcsa pipuons) ILL B Je] 2b [1 [a] fo 2 tor 8 Purre to be Issuec to mes and Ot (0) | have not been notitied Dy ine internal Revere OF OMdeNds, Of (C) INE HS Mas Noted me trat tam 4, The FATGA coves) entered on thes torn (tang) Indicating that 1 em exempt tom FATCA reporting (a caret. Certification instructions. You must cross cut Tem 2 above If you have bee nebted by the IRS inat you ere currectly subject tp buckup Rethhording because ou Mave fasted to report ali inerest and cviderkts on your tax relurn, For fowl estate Ensactiins, fem 2 Gows hol apply, For morgage (terest pak, SoQusttion of abardorenent of secured proparty. = I, CAN CANON Of COO1, COctrDIdiors 19 an incivisual retirement ara a (IRA), aret geeora .payrnert See the instructions for Part tl an 2 5 atau Section references are fo the Internal Reverue Code unless otneretse Noted. Future developments, For the latwat treermation about dewaxepments rotated to For W-9 and Ra Instructons, auch ns legslation enacted ator Duly were pubtsned, go lo www. irs gaviFevrn V9. Purpose of Form An individual or (Form W-9 requester wn 's reqqured to Nie an Infornation retum wen the IRS must ottain your correct taxpayer Identitcation number (TIN) whict may be your soca’ security Fumter pec Indivicual taxpayer identitcation number (ITN), adoption kioitacation number (ATIN), oF empkcyer Identification number (Ee), ag. 10 report on an Informaten return thy amount paki to He to other ameunt on an Information retum, Examipies of | (OTLETYS Include, DLA are Not Ilineted to, Ue follomiry + Form 1099-INT (interest camned oF patd) im, Ai aa datar 3/5/19 io 10US-DAV (dividends, Incluang those from siocks or mutual * Form 1099-MISC {vasious Types Of incom, prizes, ewarcs, cy groan propeeds) s Fort 1039-3 (stock or Mulual fund sales and certa’n other irarsactors by crocars) + Form 1000-3 [proceeds Trom real outate tursactions) + Form 106% [merchant card and tnira pany network transacone) « Form 1006 Mone mevigage Nberest). 109G-f (stucerit en Inmierest}, 1038-T Quitiony ‘ 7 « Form 1000-C (uancelud debt) + Form 1092-A (scquinivcn or abancermant of secures proparty) Une Form W-9 Only you are 8 ULS, parce (Incsucing 2 nesigant alten), 1p provicn your correct TIN, (hyo do Not relum Form Wea to the requester wit a TIN, you might pe munyedt fo backup withhatting. See Wriat Ii backup withtokang, ‘Cat No. Foun w-0 (Me, 10-2016) PAVING MATERIALS PURCHASE #19-014-DOT Page 23 of 27 ===== PDF PAGE 145 ===== [Extraction: OCR (rendered-page OCR)] REFERENCES The bidder must list at least three (3) references, listing firm name, address, telephone number and contact person to whom they have provided similar equipment, material or services for a period of not less than six (6) months. Additional references may be required. | COMPANY NAME: Village of Streamwood ADDRESS: 301 E. Irving Park Rd. Streamwood, IL 60107 _ | CONTACT PERSON: __|___Matt Mann _ TELEPHONE NUMBER: “l 630-736-3850 COMPANY NAME: City of St. Charles ADDRESS: 2 E, Main St. St. Charles, IL 60174 CONTACT PERSON: . 7 Mark Koenen TELEPHONE NUMBER: 630-377-6978 COMPANY ¢ "| iki Village of Bartlett AODRESS: —_ 228 S. Main St. 7 | Bartlett, IL 60103 CONTACT PERSON: Paul Kuester R: TELEPHONE NUMBE 630-837-0811 ; 7 ii p COMPANY NAME Village of Hanover Park ADDRESS: 2121 W. Lake St. _ Hanover Park, 1L60133 | IN: Senn eae Howard Killian ; _ _ TELEPHONE NUMBER: 630-372-4441 icimmaigaca! PAVING MATERIALS PURCHASE #19-014-DOT Page 24 of 27 ===== PDF PAGE 146 ===== [Extraction: OCR (rendered-page OCR)] illinois Department of Transportation Certificate of Eligibility Plote Construction, Inc. ContractorNo 4813 1100 Brandt Drive HOFFMAN ESTATES, iL 60192 (ist Revision) WHO HAS FILED WITH THE DEPARTMENT AN APPLICATION FOR PREQUALIFICATION STATEMENT OF EXPERIENCE, EQUIPMENT AND FINANCIAL CONDITION IS HEREBY QUALIFIED TO BID AT ANY OF DEPARTMENT OF TRANSPORTATION LETTINGS IN THE CLASSES OF WORK AND WITHIN THE AMOUNT AND OTHER LIMITATIONS OF EACH CLASSIFICATION, AS LISTED BELOW, FOR SUCH PERIOD AS THE UNCOMPLETED WORK FROM ALL SOURCES DOES NOT EXCEED SUPER UNLIMITED 001 EARTHWORK . Unlimited 002. PCC PAVING Untimited 9003 HMA PLANT MIX Uniinited 2 ORAINAGE $4,775,000 7 CONCRETE CONSTRUCTION $12,675,000 2 COLD MILL.PLAN. & ROFOMILL $21,350,000 084 AGGREGATE BASES & SURF. (A) $20,125,000 415A COVER & SEAL COATS (A) $1,075,000 THIS CERTIFICATE OF ELIGIBILITY {S VALID FROM 5/11/2018 TO 4/30/2019 INCLUSIVE, AND SUPERSEDES ANY CERTIFICATE PREVIOUSLY ISSUED, BUT [S SUBJECT TO REVISION OR REVOCATION, IF AND WHEN CHANGES IN THE FINANCIAL CONDITION OF THE CONTRACTING FIRM OR OTHER FACTS JUSTIFY SUCH REVISIONS OR REVOCATION. ISSUED AT SPRINGFIELD, ILLINOIS ON 6/11/2018. in Engineer of Construction ===== PDF PAGE 147 ===== [Extraction: OCR (rendered-page OCR)] SAMPLE CONTRACT AGREEMENT CONTRACT # 19-014-DOT BETWEEN [CONTRACTOR] AND THE COUNTY OF DUPAGE THIS AGREEMENT is entered into this day of , 20__, between the County of DuPage, Illinois a body corporate and politic, located at 421 North County Farm Road, Illinois, 60187-3978 (hereinafter referred to as the COUNTY), and , licensed to do business in the State of Illinois, located at i ‘ (hereinafter referred to as the CONTRACTOR), RECITALS WHEREAS, the COUNTY requires the goods and/or services specified in Bid #19-013-DOT for its Department of Transportation, located at the DuPage County Center, 104 North County Farm Road, Wheaton, Illinois 60187; and WHEREAS, the CONTRACTOR Is the vendor selected pursuant to the bid process and is willing to perform under the terms of the Bid and this Contract. NOW, THEREFORE, in consideration of the premises and mutual covenants contained herein, the parties agree that: 1.0 CONTRACT DOCUMENTS | This Contract includes all of the following component parts, all of which are fully Incorporated herein and made a part of the obligations undertaken by the parties: 1.1.a Bid Invitation 1.1.b Project Information 1.1.c Instructions to Bidders 1.1.4 General Conditions 1.1.e Special Conditions 1.1.f Insurance/Bonding Requirements and Certificates 1.1.g Bid Form (including Certification/Proposal, Signature Affidavit including Proposal Pricing) 1.1. Specifications (including any addenda, interpretations and approved exceptions) 1.1.5 Exhibits 1.1 County Purchase Order 1.2 All documents are or will be on file in the office of the Procurement Services Division, DuPage Center, 421 North County Farm Road, Room 3-400, Wheaton, Illinois 60187. 1.3 In the event of a conflict between any of the above documents, the document control from top to bottom; i.e., “a” controls over “b”. 2.0 DURATION OF THIS CONTRACT 2.1 Unless terminated as provided in (he Bid Invilation, the term of this Contract shall be a one (1) year period beginning on April 1, 2019 and continuing through March 31, 2020, 2.2 The Contract term is subject to renewal according to the Bid Invitation Specifications, 2.0 In no event shall the term plus renewals exceed four (4) years. 3.0 TERMINATION 3.1 Except as otherwise set forth in this AGREEMENT, either party shall have the right to terminate this AGREEMENT for any cause or without cause thirty (30) days after having served written notice upon the other party, except in the event of Vendor's insolvency, bankruptcy or receivership, in which case termination shall be effective Immediately upon receipt of notice. 3.2 Upon such termination, the liabilities of the parties to this AGREEMENT shall cease, but they shall not be relieved of the duty to perform their obligations up to the date of termination, or to pay for deliverables tendered prior to termination. There shall be no termination expenses. PAVING MATERIALS PURCHASE #19-014-DOT _ Page 25 of 27 ===== PDF PAGE 148 ===== [Extraction: OCR (rendered-page OCR)] 4.0 5.0 6.0 7.0 8.0 9.0 3.3 Upon termination of this AGREEMENT, all data, work products, reports and documents produced, because of this AGREEMENT shall become the property of the COUNTY. Further, Vendor shall provide all deliverables within fourteen (14) days of termination in accordance with the other provisions of this AGREEMENT. BID PRICES AND PAYMENT 4.1. The Contractor shall provide the required goods and or services described in the Bid Specifications for the prices quoted on the Bid Form, 4.2. The County shall make payment pursuant to the Illinois Local Government Prompt Payment Act, except that no payment shall be approved where the Contractor has failed to comply with certified payroll requirements of the Illinois Prevailing Wage Act or Davis Bacon Act. AMENDMENTS §.1 This Contract may be amended by mutual agreement. 6.2 All amendments will conform to State of Illinois Statutes and County procedures for Change Orders. CONTRACT ENFORCEMENT — ATTORNEY’S FEES 6.1 If the County is required to take legal action to enforce performance of any of the terms, provisions, covenants and conditions of this Contract, and by reason thereof, the County is required to use the services of an attorney, including the States Attorney, then the County shall be entitled to reasonable attorney's fees and all expenses and costs incurred by the County pertaining thereto and in enforcement of any remedy, including costs and fees relating to any appeal. SEVERABILITY CLAUSE 7.1 If any section, paragraph, clause, phrase or portion of this Contract is for any reason determined by a court of competent jurisdiction to be invalid and unenforceable, such portion shall be deemed separate, distinct and an independent provision, and the court's determination shall not affect the validity or enforceability of the remaining portions of this Contract. GOVERNING LAW 8.1. This Contract shall be governed by the laws of the State of Illinois both as to interpretation and enforcement, Venue for all disputes will be exclusively in the circuit court for the Eighteenth Judicial Circuit in DuPage County, Illinois and that Illinois law will control. ENTIRE AGREEMENT 9.1. This Contract, including the documents listed In 1.0, contains the entire agreement between the parties. 9,2 There are no covenants, promises, conditions, or understandings; either oral or written, other than those contained herein. IN WITNESS WHEREOF, the parties set their hands and seals as of the date first written above. COUNTY OF DU PAGE, ILLINOIS [CONTRACTOR] By: e BY niscconsteciseecrinaetinaiiucinu JIM MCGUIRE AUTHORIZED SIGNATURE PROCUREMENT OFFICER TITLE PAVING MATERIALS PURCHASE #19-014-DOT Page 26 of 27 ===== PDF PAGE 149 ===== [Extraction: no text detected] [No text detected on this page; page may be blank, photographic, or graphical.] ===== PDF PAGE 150 ===== [Extraction: OCR (rendered-page OCR)] CITY OF WEST CHICAGO INFRASTRUCTURE COMMITTEE | AGENDA ITEM SUMMARY ITEM TITLE: AGENDA ITEM NUMBER: i, E COMMITTEE AGENDA DATE: May 2, 2019 COUNCIL AGENDA DATE: May 20, 2019 Purchase of One 2019 JX Peterbilt Model 348 Tandem Axle Truck Chassis Equipped By Monroe Truck Equipment with 15’ Crysteel Stainless Steel Dump Body, 15’ Monroe Stainless Steel V-Box Salt Spreader, 12’ Monroe Reversible Snow Plow with Quick Link Hitch, 8’ Monroe Wing Plow, Pre-Wetting and Anti- icing System, and Appurtenances from JX Peterbilt of Bolingbrook, Illinois STAFF REVIEW: Robert E. Flatter, P.E., Director of Public Works SIGNATUR' APPROVED BY CITY ADMINISTRATOR: Michael L. Guttman SIGNATURE. ITEM SUMMARY: Annually, via the State of Illinois Joint Purchasing Contract, the Public Works Department plans and budgets for the purchase and delivery of replacement vehicles. For FY 2019, the Public Works Department has planned and budgeted for the replacement of one 1996 International IH4900 Single Axle Dump Truck, which was modified in 2007 with a Sauber Chipper Body, presently utilized by the Public Works Street Division. For 2019, the State of Illinois did not solicit bids for large dump trucks, leaving all Municipalities to solicit bids on their own, or to purchase demo/stock trucks, or purchase through another joint purchasing program. Staff has spent the past several months speaking with various truck chassis manufacturers (i.e., Ford, Freightliner, International, Peterbuilt, etc.) and equipment vendors (i.e., Henderson Truck Equipment, Monroe Truck Equipment, Auto Truck Group, etc.) about ordering a customized snow plow/dump truck to meet City needs. JX Peterbilt and Monroe Truck Equipment both hold joint purchasing contracts under the Sourcewell Competitive Bid Contract (formerly National Joint Powers Alliance (NJPA) Program). The City of West Chicago is a member of Sourcewell. Sourcewell is a municipal national contracting agency that provides nationally leveraged and competitively solicited purchasing contracts under the guidance of the Uniform Municipal Contracting law for use by education, government, and non-profits. Joint Powers laws enable members to legally purchase through the Sourcewell contracts. With cab, chassis, and equipment specified by the City, JX Peterbilt and Monroe Truck Equipment submitted a price quote of $250,641.32 per truck under the Sourcewell program. As specified, the truck would be a 2019 JX Peterbilt Model 348 tandem axle 66,000 Ibs. GCW chassis equipped by Monroe Truck Equipment with a 15’ Crysteel stainless steel dump body, 15’ Monroe stainless steel V-box salt spreader, 12’ Monroe reversible snow plow with quick link hitch, 8’ Monroe wing plow, pre-wetting and anti-icing system, and appurtenances. The snowplow trucks will be purchased from the Capital Equipment Replacement Fund (04-34-39-4804) in which $205,700.00 has been budgeted in FY 2019 for the dump truck and snow removal equipment. However, if a purchase order is processed in May 2019, said truck will not be delivered until late January/early February 2020. As payment will not be made until FY 2020, the Capital Equipment Replacement Fund will be adjusted for FY 2020 to cover the $44,941.32 difference. ===== PDF PAGE 151 ===== [Extraction: OCR (rendered-page OCR)] CITY OF WEST CHICAGO ACTIONS PROPOSED: That the West Chica ncil waive competitive bid Peterbilt Model 348 t ander sie 000 Ibs. ding and authorize the purchase of one 2019 JX GCW chass is equi Pped by Monroe Truck Equipment with a 15’ Crysteel stainless steel dump body, 15 Monroe sta inless steel plow with quick link hitch, 8’ Monroe win 9 plow pre-wetting anda nti box salt spreader, 12’ Monroe reversible snow not to exceed $250,641.32 from JX Pet erbilt of Bolingbrook, Illinois Icing system and appurtenances at a cost COMMITTEE RECOMMENDATION: