===== PDF PAGE 30 ===== [Extraction: embedded PDF text] CITY OF WEST CHICAGO INFRASTRUCTURE COMMITTEE AGENDA ITEM SUMMARY ITEM TITLE: AGENDA ITEM NUMBER: I tj- ·s-Approval of the City Administrator's Emergency Purchase of Services to Repair a Watermain Break at 700 E. Roosevelt COMMITTEE AGENDA DATE: February 6, 2020 Road from November 22, 2019 thru December 7, 2019 - Tri- COUNCIL AGENDA DATE: February 17, 2020 County Excavating STAFF REVIEW: Robert E. Flatter, P.E., Director of Public Works APPROVED BY CITY ADMINISTRATOR: Michael L. Guttman SIGNATURE _________ _ ITEM SUMMARY: On November 22, 2019, the City's 10" diameter watermain broke at 700 E. Roosevelt Road, West Chicago, IL, within the equipment/material storage yard of Grant and Power Landscaping, Inc .. The watermain at this location, which needed to be immediately repaired, is approximately 20' deep, is located in a side yard easement area, directly serves the properties at 700 E. Roosevelt Road and 1425 S. Neltnor Boulevard, and is part of the looped watermain system supplying City water to all incorporated properties southeast of the Roosevelt Road (Illinois Route 38) and Neltnor Boulevard (Illinois Route 59) intersection (including Currier Elementary School). Due to the depth of the watermain, unstable soil conditions, and limitations on City-owned equipment, the City hired Tri- County Excavating to assist with the repair, which occurred between November 22, 2019 and December 7, 2019. The cost for the watermain repair and restoration totaled $156,557.94. That portion of work which exceeded the City Administrator's spending authority was related to services provided by Tri-County Excavating, Inc. which totaled $72,942.10. Please see the attached Memorandum titled "Watermain Repair 700 E. Roosevelt Road", dated January 22, 2020, from Rocky Horvath, Utility Superintendent, for additional details. Staff will be submitting documents to IRMA to see if this emergency repair is covered via insurance. ACTIONS PROPOSED: Approve the City Administrator's emergency purchase of services to repair the watermain break at 700 E. Roosevelt Road between November 22, 2019, and December 7, 2019, with Tri-County Excavating, Inc., in the amount of $72,942.10. COMMITTEE RECOMMENDATION: ===== PDF PAGE 31 ===== [Extraction: embedded PDF text] DEPARTMENT OF ROBERT E. FLATTER, P.E. UTILITY DIVISION 293-2255 DIRECTOR STREET DIVISION 293-2250 (630) 293-2255 WASTEWATER DIVISION 293-2261 ENGINEERING DIVISION 293-2255 FAX (630) 293-2971 MEMORANDUM TO: Robert E. Flatter P.E. Public Works Director FROM: Rocky Horvath Utility Superintenden;f ~ DATE: January 22, 2020 RE: Watermain Repair 700 E Roosevelt Road Below please find the summary report covering the watermain repair conducted at 700 E Roosevelt Road during the period of 11122/2019-1110/2020. I was notified 11122/2019 at 2:22 a.m. by the on duty Water Treatment Plant Operator (Quinn Covey) that he was losing water from the water distribution system, he had turned on additional pumps and the water system was having a hard time meeting demand. I instructed Mr. Covey to tum on additional pumps and keep me apprised of the situation. At 6a.m. the water system was still not recovering and the water system was using an additional 3600 gallons per minute. Utility staff were dispatched to start looking for a water leak. Around 6:45 a.m. Grant and Power Landscaping at 700 E Roosevelt Road called to inform us there was water bubbling up in their rear equipment yard. Larry Rigler was first onsite and confirmed it was a watermain break. We began the process of throttling down the watermain and calling in JULIE Tickets(To locate utilities . The watermain was throttled down shortl after 8:00a.m. ===== PDF PAGE 32 ===== [Extraction: embedded PDF text] Taken 11122/19 at 8:09 a.m. Site of Watermain Break 700 E Roosevelt Road. Water was throttled down at this time. Based on a previous watermain repair near this site in 2015 staff informed me that we had used a contractor to make repairs due to pipe depth. I contacted Director Robert E. Flatter to inform him of the situation. Mr. Flatter confirmed that we had used a contractor in the past and authorized me to find a company that was available to make needed emergency repairs. I contacted several contractors and Tri-County Excavating was immediately available to make an emergency repair on 11/22/19. Tri-County initially were contracted to provide a machine, operator, and shoring. City staff would make the repairs. mLIE tickets were cleared at 9:08 a.m. and staff determined two water customers would be affected at: 1. 700 E. Roosevelt Road 2. 1425 S Neltnor Boulevard Both addresses were notified of the situation. 1425 S Neltnor was vacant and notification was posted on the front door. Tri-County Excavating mobilized their equipment and had it hauled in to the site by semi-truck. After unloading and equipment assembly excavation started at 12:30 p.m. Excavation was hampered by poor soil conditions, pipe depth, a 2" water service in the excavation, and groundwater. For safety reasons at 12:00 a.m. on 11/23/19 o erations were halted to be resumed at 7 a.m. 11/23/19. Excavation site 11/22119 at 9:00 p.m. The depth is 18' ===== PDF PAGE 33 ===== [Extraction: embedded PDF text] On 11/23/19 excavation resumed at 7:15 a.m. We had to deal with the poor soil conditions. The soil in this area was backfill material, saturated with water and extremely unstable. The watermain eventually was found 20' deep and the excavation continued to collapse as we exposed the pipe. It is of note we needed to dig below the watermain to make repairs, placing the final depth at 23'. Due to the amount of water in the excavation at 4:30p.m the decision was made to tum off the water completely and issue a boil order to affected residences. By 5p.m. the excavation area had increased substantially in size. Around 8:00p.m. the watermain was located and trench boxes began to be installed. 11/23/19 at 2:20p.m. The excavation is 40' x30' wide and I 8' deep at this point. Setting trench boxes 8:34 p.m. 11/20/19 ===== PDF PAGE 34 ===== [Extraction: embedded PDF text] At 9:00 p.m. staff identified that a 1O' section of the 1O" cast iron watermain was cracked and needed to be replaced. As staff uncovered the pipe more of the excavation area began to cave in. The process of sloping around the dig site to limit the soil collapse continued to increase the size of the excavation. By 11 :30 p.m. the contractor was at the operational limits of their machine and we could not safely continue to dig. The contractor offered to get a larger machine delivered Monday 11/25/19. At 12:30 a.m. on 11/24/19 operations were halted in order to get more shoring/trench boxes and larger equipment to safely continue. Operations resumed 11/25/19 at 7:00 a.m. By 2:00 p.m. the watermain had been exposed, trench boxes were set and staff began to replace the bad section of watermain. Section of watermain removed 11125/19 ===== PDF PAGE 35 ===== [Extraction: embedded PDF text] Staff had installed a new pipe section by 6 p.m. When water was returned to service to pressure test the repair, another leak was found in the watermain 30' to the west. When exposed this required the installation of a 30" repair sleeve. Due to pipe condition additional repair sleeves were also installed. These repairs were completed around 11 :30 p.m. on 11125/19. During re airs the 2" water service was removed ai;id needed to be reinstalled 11/26/19 before backfilling could occur. I , The morning of 11/26/19 City staff reinstalled the 2" water service and backfilling of the excavation site began. Water samples were collected and the watermain was returned to service at 10:30 a.m. The process of backfilling was completed around 2:00 p.m. Staff were cleaning up the jobsite when the watermain broke again 1O' east of the initial repair at 3 :00 p.m. City staff and the contractor started excavation to determine what and where the new leak was. Around 11 :30 p.m. 11/26/19 after several ~~urs of excavavo,~n staff identified the watermain had cracked and separated. I I • • • • . .~ • ~ t .. • .>, .,,, ===== PDF PAGE 36 ===== [Extraction: embedded PDF text] Efforts to return the pipe to alignment with the backhoe and mechanical levers failed. At this point further repair options were not guaranteed to be effective. At la.m. 11127/19 the decision was made to replace 60' of watermain. Due to material and equipment availability on the Thanksgiving Holiday Weekend logistically this could not occur until 12/02/19. Both impacted addresses were notified they would be without water and the contractor was authorized to mobilize a full crew to facilitate replacement of the watermain. On 12/02/19 most of the day was spent making the site safe to perform the work. Additional steel plates and trench boxes were installed. Materials were removed from the site and clean stone fill was brought into the site. On 12/3/19 the process of installing the new watermain commenced (See picture following page). The contractor completed installation the morning of 12/4/19. The watermain was bedded in stone and staff began the process of flushing the watermain. At 12:00p.m. On 12/4/19 the watermain was chlorinated. Over the next two days per state regulations samples were collected to determine ifthe water was safe and met drinking water standards. Sample results came back safe 12/7/2020. After flushing fire hydrants and opening valves, the morning of 12/9/19 the boil order was lifted to the two impacted addresses and their water service returned to normal. The excavation was filled with stone. The fence and electrical lines connected to the fence were repaired the week of 01/06/2020. Both items had fallen into the excavation during repairs. Itemized repair costs are as follow: Woodchips (Kramer)-$400-This material was used to stop semi-trucks from sinking where we were disposing of spoils from the dig site Chlorinator/Water Samples-$523 Fence Repair Contractor (Northern Illinois Fence)-$3,946 Material Hauling/Spoil Removal (Grant&Power)-$5, 735.50 Electrical Repair Contractor (Elliot Electric)-$5,910 Water loss-1.6 million gallons-($3.88 per thousand) - $6,208 Repair Parts Equipment -$16,908.10 Stone to Backfill Excavation (Marcott)-$14,313.66 City Labor (14 Staff members/794 hours total)-$29,671.58 Excavation Contractor (Tri-County)-$72,942.10 Final Project Cost 01122/2020 $156,557.94 ===== PDF PAGE 37 ===== [Extraction: no text detected] [No text detected on this page; page may be blank, photographic, or graphical.] ===== PDF PAGE 38 ===== [Extraction: embedded PDF text] DEPARTMENT OF PUBLIC WORKS ROBERT E. FLATTER, P.E. ENGINEERING DIVISION (630) 293-2255 DIRECTOR FACILITIES MANAGEMENT (630) 293-5865 (630) 293-2255 FLEET MAINTENANCE (630) 231-1063 UTILITY DIVISION (630) 293-2255 FAX (630) 293-2971 STREET DIVISION (630) 293-2250 MEMORANDUM TO: Michael L. Guttman, City Administrator FROM: Robert E. Flatter, P .E., Director of Public W DATE: February 3, 2020 RE: Wayne Township Road District - Coordination Meeting - Klein Road Bike Path On Thursday, January 16, 2020, at the request of Mr. Martin McManamon, Wayne Township Road District Highway Commissioner, I attended a meeting at the Wayne Township Road District Office in which the topic of discussion was the feasibility of a joint bike path construction project along Klein Road. The following is a summary of discussions held. Attendance: • Martin McManamon, Highway Commissioner, Wayne Township Road District • Todd S. Bright, P.E., Principal/Senior Vice President, TranSystems (Design Engineer) • Gina M. Trimarco, Senior Professional/Assistant Vice President/Sr. Planner, TranSystems • Kristy Stone, Assistant Planner, The Village of Bartlett • Tyler Isham, Management Analyst, The Village of Bartlett • Jessica Ortega, Landscape Architect Supervisor, DuPage County Forest Preserve District • Robert E. Flatter, P.E., Director of Public Works, City of West Chicago Meeting Location, Date & Time: • January 16, 2020 @2:00 p.m. • Wayne Township Road District Office, 4N230 Klein Road, West Chicago, IL 60185 Handouts: • Map titled "Wayne Township Bike Plan". • Summary of costs titled "Klein Road Bikelanes 1/15/2020". Spreadsheet provides estimated timeframe and proportion of project costs based on roadway jurisdictional length. ===== PDF PAGE 39 ===== [Extraction: embedded PDF text] February 3, 2020 Wayne Township Road District - Coordination Meeting- Klein Road Bike Path Page 2 • DMMC STP Scoring Supplement Form - Roadway Projects. • IDOT Agreement (DRAFT) - Preliminary Engineering Services Agreement For Federal Participation. Meeting Minutes: Following introductions, the meeting began with Mr. McManamon indicating that a few years ago the Road District considered the construction of a bike path along Klein Road within the West Branch Forest Preserve. The Forest Preserve District was not in favor of the bike path on its property. Also, access across the Old Wayne Golf Course presented challenges. Mr. Bright indicated that the Wayne Township Road District (Road District) will seek Surface Transportation Program (STP) funding. The Road District will be the lead agency. Application will seek funding for Phase II Engineering costs via the Illinois Transportation Enhancement Program (ITEP), Construction Costs via the Surface Transportation Program (STP) as a Transportation Control Measures (TCM) project, and Phase III Engineering costs via ITEP. Mr. Bright then explained the STP application scoring process. At Mr. Platter's request, Mr. McManamon explained the proposed bike path project. Mr. McManamon indicated: • Bike traffic on Klein Road is Wayne Township Road District's number one priority. • Project includes a resurfacing and widening of Klein Road. • Klein Road is currently an approximate 20' wide roadway with ditch drainage. • Project scope is to widen Klein Road to approximately 34' wide to accommodate 5' wide on- street bike lanes on both sides of Klein Road. • No consideration is given for a single off-street shared use path. • Project limits will be from Army Trail Road to St. Charles Road, east of Prince Crossing Road near West Branch DuPage River. Proposed on-street bike path will be along Petersdorf Road, Smith Road, Klein Road, and St. Charles Road (see attached map). • Project will match cross-section of existing roadway. • Proposed widening will be approximately 4" asphalt over 6" aggregate base course. (NOTE: Does not meet City's roadway standards). • Resurfacing of existing roadway surface course will be accomplished with Heater Scarification (hot in-place recycling) to save cost. Mr. McManamon indicated that the purpose of the project was to connect the existing path at Petersdorf Road & Army Trail Road to the path along the West Branch DuPage River on St. Charles Road. Mr. Flatter indicated that he was not previously aware that the project was planned as an "on- street" bike path; he has concerns with safety given speed limit and width of roadway. Mr. Flatter pointed out the existence of paths within the West Branch Forest Preserve and along Fair Oaks Road, and asked if consideration was given to connect Klein Road to these paths. The existing Fair Oaks Road bike path, which was constructed in circa 2016, is a north-south asphalt off-road bike path connecting St. Charles Road, Army Trail Road, Lies Road, and the West Branch Forest Preserve; it is only approximately 0.75 miles east of Klein Road. ===== PDF PAGE 40 ===== [Extraction: embedded PDF text] February 3, 2020 Wayne Township Road District- Coordination Meeting- Klein Road Bike Path Page 3 Ms. Ortega of the DuPage County Forest Preserve District (FPD) indicated that the FPD has no need for the proposed bike path along Klein Road and as such would not participate in costs associated with such and would not allow the asphalt path to be constructed on FPD property. Mr. McManamon responded that he wants bike path along Klein Road to address concerns raised while he was campaigning for Commissioner. Ms. Stone, with the Village of Bartlett, stated that Bartlett also had no idea that the project was planned as an "on-street" bike path; Bartlett believed it to be planned as an "off-street" path. Mr. Flatter asked for an explanation of estimated costs and percentage breakdown. Mr. Flatter pointed out that the costs shown in the summary of costs titled "Klein Road Bikelanes 1/15/2020" (see attached) represented the City of West Chicago paying 32% when its share of roadway, per lineal feet of project, is only 24%. It appears that the Road District is asking the City to cover a portion of costs originally attributed to the FPD; which said portion is not within West Chicago's jurisdiction/ROW. Mr. McManamon responded that costs will be reevaluated and the City will only be asked to pay for its portion of roadway improvements. Mr. Flatter shared with the group that the City does not have funds budgeted in its five-year Capital Projects Fund for the Klein Road Bike Path Project ($294,614.00 as shown in the summary of costs attached) and staff would need to seek direction from City Council on its desire to allocate funds and participate in said project. Mr. Flatter also shared that the City's portion of Klein Road was resurfaced in 2012 and does not warrant resurfacing at this time; it is not listed for resurfacing in the City's current five-year CIP (2020-2025) and likely will not be considered until sometime between 2027-2030. Mr. Flatter then asked if project costs included drainage improvements (culvert extensions, ditch regrading, storm sewer installation, etc.) that likely will also be required. Mr. Bright indicated that the estimate of cost did not include drainage improvements or wetland/flood plain impacts, but agreed that such would likely be required and costs could increase as much as 20%. Mr. Isham, with the Village of Bartlett, also shared with the group that the Village of Bartlett does not have funds budgeted for the Klein Road Bike Path Project. Staff would need to also seek direction from its Village Board. Mr. McManamon concluded the meeting by stating that he is flexible with the proposed project timeframe (2020 thru 2023), but needed to know as soon as possible ifthe City of West Chicago and the Village of Bartlett would participate, as STP funding applications for 2021thru2025 are due March 16, 2020. Summary of Staff's Recommendation/Concerns: While City staff supports a regional connected trail system, and is currently working on drafting a concept Master Bike Path Connectivity Plan for City Council's consideration, for many of the reasons identified above, and summarized below, City staff does not support participation of the Road District's Klein Road Bike Path Project at this time: • Staff does not see a need to participate in the construction of a north-south bike path that would mirror the existing path along Fair Oaks Road, approximately 0.75 miles east of Klein Road. ===== PDF PAGE 41 ===== [Extraction: embedded PDF text] February 3, 2020 Wayne Township Road District- Coordination Meeting- Klein Road Bike Path Page4 • Traffic and vehicular speeds along Klein Road make an "on-street" bike path unsafe. • Only West Chicago residents that will directly benefit from the proposed bike path are those that reside within the Meadow Wood Subdivision. • Money is currently not budgeted for said project and funds would need to be taken from future street improvement projects to cover said expense. • Most cyclist observed riding along Klein Road are mostly considered "Road Riders" who would likely not utilized the proposed bike path anyway. Consideration of Project Participation from City Council: As indicated above, the City does not have funds budgeted in its five-year Capital Projects Fund for the Klein Road Bike Path Project. To respond to Mr. McManamon prior to the March 16, 2020 STP application deadline, staff proposes to share information with the Infrastructure Committee on Thursday, February 6, 2020, and seek direction on its desire to allocate as much as approximately $300,000.00 towards the Township's project. ===== PDF PAGE 42 ===== [Extraction: OCR (rendered-page OCR)] — —_ — Wet SPRUNG om ~ -_—— ---— ~ Cj GS mee “ame i= —) So 1 (2 entral DuPage Region ee x NTC ae ol ere =e oo | ~ J a a fast | Existing Path ( { aie KC — i a = ZG I Recommended Path fa ji 7 y mre, No, Bartlett - =~ meafitit ~ a ores fl Hei awe } ' |_B) 900’ FPPD Mitral R i % < J 4,400 Ue am li as) a, iy Hill WTRD 15 7 A * at elt ter is) r ; West Chicago 2,000 ium i= ) NY . =e — Aw LK GrS -& ub Gs 2 oo ei —— 2 W) *wrrp wa re) +) } pee | ‘TLE ~@® 3,400 Hits 3 Wa Cc \ Ne 7 —— = =a WTRD BOM al 1,485 Oa, \ aed M/ i- o Con : re es -- West Chicago — isting Pa —— a oO > op ‘Project Length = 16,745’ 'WTRD = 45% (7,505') “A a\1,940' ft EA $_Steat Wester nh | = :-FPDDC = 26% (4,400’) ings = —_—_—_—_-- oo - ——— = — ‘West Chicago = 24% (3,940) — ip Ne en | ~—_——— I Bae —~s = —= tte at ‘Bartlett = 5% (900') ~-----»% i ———— —— — — ee ———— = wep, ~, [Bik ——— = = i — ===== PDF PAGE 43 ===== [Extraction: embedded PDF text] Klein Road Bikelanes 1/15/2020 Estimated Timeframe & Cost Pro12ortion of 12roject based on roadwa~ jurisdictional length Ph. 1 Ph.2 Const Ph.3 ROW Length Actual% WOFP WOFP% Cost 2020 2022 2023 2023 NA WTRD 7,505 45% 10,180 61% $ 561,188 $121,588 $24,318 $384,521 $30,762 $- 0% $ $ - $ - $ - $ - $-FPDDC 4,400 26% - West Chicago 3,940 24% 5,344 32% $ 294,614 $ 63,832 $12,766 $201,867 $16,149 $- Bartlett 900 5% 1,221 7% $ 67,298 $ 14,581 $ 2,916 $ 46,112 $ 3,689 $- 16,745 100% 16,745 100% $ 923,100 3.17 miles Following are some very preliminary estimates of cost for this project, based on the similar projects, assuming maximum federal funding is granted: Item Total Cost ITEP (80%) TCM (75%) Local Agency Preliminary Engineering (Ph. 1) $ 200,000 8% $ 200,000 Design Engineering (Ph. 2) $ 200,000 8% $160,000 $ 40,000 Construction $ 2,530,000 100% $ 1,897,500 $ 632,500 Construction Engineering (Ph. 3) $ 253,000 10% $ 202,400 $ 50,600 Right-of-Way $ - 0% Total $ 3,183,000 126% $ 362,400 $1,897,500 $ 923,100 100% 11% 60% 29% Total Fedral $ 2,259,900 71% ===== PDF PAGE 44 ===== [Extraction: embedded PDF text] DUPAGE MAYORS AND MANAGERS CONFERENCE ·. an association of municipalities representing 1,000,000 people 1220 Oak Brook Road Oak Brook, Illinois 60523 (630) 571-0480 Fax: (630) 571-0484 www.dmmc-cog.org Founded June 19, 1962 MEMBER MUNICIPALITIES Addison Aurora ~ urface Bartlett Bensenville Bloomingdale Bolingbrook ransportation [!] Burr Ridge Carol Stream Clarendon Hills Downers Grove [f] rogram Elmhurst Glen Ellyn DMM:C STP Scoring Supplement Form -Roadway Projects Glendale Heights Hanover Park Applications for the FY2021-FY2025 DMMC STP Call for Projects will be submitted Hinsdale through CMAP's eTIP (https://etip.cmap.illinois.gov/secure/login). Applicants are also Itasca required to fill out this scoring supplement form so that DMMC can score submitted Lemont Lisle applications. Please contact Daniel Knickelbein at 630-576-9137 or Lombard dknickelbein@dmmc-cog.org with any questions. Naperville Applicants should fill out this form if they are submitting a Highway application or a Oak Brook TCM project located on a roadway (signal interconnects, on-street bike/pedestrian Roselle Schaumburg facilities, or ITS improvements). Villa Park Warrenville Note: Applications submitted by DuPage County, DuPage County Forest Preserve, or a Wayne township must be co-sponsored by a municipality. Municipal co-sponsorship should be West Chicago Westmont demonstrated by a letter of support from one or more affected municipalities and Wheaton should be uploaded to the eTIP at the time of application submittal. Willowbrook Project Type: Highway D Signal interconnects (TCM) D Winfield Wood Dale On-Street bike/pedestrian (TCM) D ITS improvements (TCM) D Woodridge 1. Safety Improvement (10 Points): Please select all safety countermeasures that will be included as part of the project. The below countermeasures come from CMAP's "Safety Improvement" workbook. If the project will contain safety countermeasures not listed below, please list them in the "Other" category. To view the CMAP Safety Improvement workbook, click here. If a proposed countermeasure is listed NA in the CMAP Safety Improvement Workbook, or is not listed below, a Crash Reduction Factor (CRF) score will be assigned using the Crash Modification Factors Clearinghouse (http://www.cmfclearinghouse.org). ===== PDF PAGE 45 ===== [Extraction: embedded PDF text] Intersection Improvement D Add left turn lane permissive Add 2nd turn lane (to existing} D D Add protected phase to left turn Extend turn bays D D Raised median Positive left turn offset- 1 ft. minimum D D Add right turn lane Improve Signal Timing D Signalization - install adaptive traffic Signalization - increase yellow interval and add all red interval D signal control D Signal interconnect All red clearance D D Increase yellow time Improve Signal Placement Visibility D Increase to 12-inch lens Improve vlslblllty of signal heads D D Allow RTOR Add 3-inch yellow retroreflective sheeting to signal back plates D D Install mast arm Add signal (additional primary head}- all lanes have signal D D Add bicyclist signal Replace incandescent traffic signal bulbs with LED D D Add pedestrian signal Improve intersection sight distance D D Add pedestrian countdown signal Add right turn lane on one approach-signal-urban D D Add pedestrian island Add ADA improvements D D Change crosswalk striping width Improve pedestrian crossing-other D D Emergency vehicle signal preemption Install raised pavement markers and striping (through intersection} D Stop Control to Signal D Convert minor stop to - traffic signal -no left turn lane Convert minor stop to - traffic signal with left turn D D Convert from yield signal control to signalized control lane Stop Control Intersection D Raised median for left turn at 4-way stop Install median on the minor approach of an D unsignalized 3-leg i11tersectiu11 D Install left-turn lane (4-leg intersection) -minor stop Convert to all-way stop control (from 2-way or yield D control} D Install two-way stop-controlled intersections at Minor stop adds right turn lane on one approach- D uncontrolled intersections minor stop rural/urban 0 Minor stop adds right turn lane on both approach- Replace left-turns with right-turn/U-turn 0 minor stop rural/urban combination D Provide flashing beacons at stop-controlled 2-way stop only: add left turn lane on both 0 intersections approach-major road -D All stop/minor stop add left turn lane on one Install/upgrade larger or additional stop signs or 0 approach-major road other intersection warning/regulatory signs General Intersection Countermeasures 0 Re <1lign 5egmcnt/ improve !ikew <1ngle-4 leg Convert signal to roundabout D intersection D Convert all-way stop controlled intersection to Convert minor road stop intersection to roundabout D roundabout 0 Signing - install advance street name signs Simplified information-sign reduction 0 D Install/upgrade signs with new fluorescent sheeting Divert traffic from high pedestrian areas D (regulatory or warning) 0 Lane channelization -other Add intersection lighting 0 Median Improvements D Install steel median barrier- multi-divided+4-8 lanes Median treatments - provide a raised median-2 lane D at location with access issues D Median treatments - provide a raised median- Significantly improve median D multi-undivided at location with access issues ===== PDF PAGE 46 ===== [Extraction: embedded PDF text] D General-install median Add glare screen in median D General Roadway Improvements D Add bike lane Improve bike lane D D Add sidewalk Improve access management D D Install pedestrian bump outs/curb extensions Install centerline rumble strips/stripes- D D Install edge line rumble strips/stripes Install edge-lines and centerlines- or increase 4 to 6 inch D D Install dynamic/variable speed automated- Install delineators, reflectors and/or object markers D dynamic speed feedback warning signs 0 Curves - install advanced curve speed/warning Install chevron signs on horizontal curves D sign D Increased pavement friction-safety improved Install curve advance warning signs (flashing beacon) D where applied D Improve curve super elevation Signing - install advance street name signs D D Improve RR crossing Convert 2-lane roadway to 4-lane divided roadway-urban D 0 Convert 2-lane roadway to 4-lane divided Reduce driveway density by 5 driveways per mile* urban 0 roadway-rural (factor up to 20) D Install lighting on a roadway segment Install steel guardrail barrier D D Install cable barrier in median Install crash cushions D D Install concrete guardrail barrier Shoulder Improvements D Add shoulder where not provided (0-4') Add shoulder where not provided (4' or greater) D D Pave existing shoulder Prohibit on-street parking D D Flatten side slopes Install guardrail D D Apply smart edge Change Lane Widths D Widen lanes 11 to 12 feet Add lanes by narrowing existing lanes-6 lane freeway D D Widen lanes 10 to 11 feet Add lanes by narrowing existing lanes-multi-lane 4 lanes D 0 Widen lanes 10 to 12 feet Convert 2 lane roadway to 4 lane divided roadway D Road Diet 0 Install two-way left turn lane on two lane road Road diet (convert 4-lane undivided road to 2-lanes D plus turning lane) D Remove through lane (4-lane to 3-lane road diet - Remove through lane (4-lane to 3-lane road diet - D small urban area) large urban area) D Non-freeway: four to five lane conversion (TWLTL) Convert from two-way to one-way traffic D Other (Please list): 2. Safety Need (10 Points): Safety Need score will be calculated using IDOT Safer Road Index (SRI) scores for roadway segments and intersections. The Lake County Division of Transportation GIS Department has uploaded all IDOT SRI scores to this link. To view SRI data, click on the layer list at the bottom of the webpage and select IDOT Safety Tiers. Applications will be scored using the project location as submitted in the eTIP. ===== PDF PAGE 47 ===== [Extraction: embedded PDF text] 3. Project Readiness (15 Points): Documentation of Phase I engineering status and Right-of-Way certification (if applicable) will need to be submitted for the project to earn points. Please upload correspondence with IDOT BLRS confirming Phase I engineering status and ROW acquisition (if applicable) to the eTIP. Phase I Status: No activity D Phase I Kickoff Meeting Held D Phase I Engineering Report (PDR) Draft Submitted to IDOT D Phase I Engineering Complete D ROW Status: ROW Needed and Not Acquired D ROW Not Needed or ROW Acquired D 4. Annual Average Daily Traffic (AADT) (10 Points): AADT will be calculated using IDOT's Getting Around Illinois website. The link to that website can be found here. Applications will be scored using the project location as submitted in the eTIP. 5. Pavement Condition (10 Points): Pavement Condition will be calculated using Pavement Condition Index (PCI) data provided by CMAP. The Lake County Division of Transportation GIS Department has uploaded all CMAP PCI scores to this link. Applications will be scored using the project location as submitted in the eTIP. 6. Local Needs (10 Points): Please select the number of years since the project sponsor has been awarded an STP project through DMMC (HWY or TCM): 0-4 years D 5-7 years D 8-9 years D 1O+ years D 7 ..Financial Commitment (10 Points): Please select the percentage of non-DMMC funds (local, state, foderal) committed as a percentage of the federally eligible share of total construction and CE costs. If the project contains other federal and state funds, documentation should be uploaded to the eTIP. 25-29 % D 30-39 % D 40-49 % D 50% + D 8. Complete Streets Planning Factor (10 Points): Please indicate whether the project sponsor has an adopted Complete Streets policy and if any of the below Complete Streets elements will be included as part of the project. Documentation of an adopted Complete Streets policy should be uploaded to the eTIP. Complete Streets Policy: Yes D No D Complete Streets Elements Included in Project: New minimum 5-foot sidewalk D New conventional or physically protected bike lane D Installation of a new wide outside lane in accordance with IDOT Local Roads Manual D Installation of a new side path D ===== PDF PAGE 48 ===== [Extraction: embedded PDF text] · I 9. Green Infrastructure Planning Factor (10 Points): Please select below whether the project will 'I contain one or more of the following Green Infrastructure elements. Documentation of an adopted Green Infrastructure policy should be uploaded to the eTIP. Green Infrastructure Policy D Pervious Pavement D Infiltration trench/bioretention cell/bioswale D Vegetated filter strips D One or more engineered storm water Best Management Practices (BMPs) D 10. Freight Planning Factor (5 Points): Points in this category will be awarded based on the location of the project in relation to an area zoned for industrial land use. Documentation of the project's location in relation to an area zoned as industrial should be uploaded to the eTIP. Project located within Yz mile of area zoned industrial D Project located within 1 mile of area zoned industrial D Project not located within 1 mile of area zoned industrial D ===== PDF PAGE 49 ===== [Extraction: embedded PDF text] Local Public Agency Consultant Wayne Township Road District L Illinois Department TranSystems Corporation of Transportation c 0 ~ County Address c 0 DuPage 1475 E Woodfield Road, Suite 600 A N City Section L s TBD u StateSchaumburg Project No. Preliminary Engineering A L 2000 Services Agreement IL Job No. G T Zip Code For 1 E A 60173 Federal Participation Contact Name/Phone/E-mail Address N N Contact Name/Phone/E-mail Address Martin McManamon c T Todd Bright 630-231-4923 y 847-407-5271 r1. 1 _.._v_... -icc:om wtr-'- " )nh~) net t<: hri~ - THIS AGREEMENT is made and entered into this day of between the above Local Public Agency (LPA) and Consultant (ENGINEER) and covers certain professional engineering services in connection with the PROJECT. Federal-aid funds allotted to the LPA by the state of Illinois under the general supervision of the Illinois Department of Transportation (STATE) will be used entirely or in part to finance engineering services as described under AGREEMENT PROVISIONS. Project Description Name Klein Road Bike Path Route 9-2335 Length 3.17 mi Structure No. NA Termini St. Charles Road at West Branch DuPage River Trail to Army Trail Road at Petersdorf Road Description Preliminary engineering services for construction of an onstreet bike path. Agreement Provisions I. THE ENGINEER AGREES, 1. To perform or be responsible for the performance, in accordance with STATE approved design standards and policies, of engineering services for the LPA for the proposed improvement herein described. 2. To attend any and all meetings and visit the site of the proposed improvement at any reasonable time when requested by representatives of the LPA or STATE. 3. To complete the services herein described within 450 calendar days from the date of the Notice to Proceed from the LPA, excluding from consideration periods of delay caused by circumstances beyond the control of the ENGINEER. 4. The classifications of the employees used in the work should be consistent with the employee classifications and estimated man- hours shown in EXHIBIT A. If higher-salaried personnel of the firm, including the Principal Engineer, perform services that are indicated in Exhibit A to be performed by lesser-salaried personnel, the wage rate billed for such services shall be commensurate with the payroll rate for the work performed. 5. That the ENGINEER is qualified technically and is entirely conversant with the design standards and policies applicable for the PROJECT; and that the ENGINEER has sufficient properly trained, organized and experienced personnel to perform the services enumerated herein. 6. That the ENGINEER shall be responsible for the accuracy of the work and shall promptly make necessary revisions or corrections resulting from the ENGINEER's errors, omissions or negligent acts without additional compensation. Acceptance of work by the STATE will not relieve the ENGINEER of the responsibility to make subsequent correction of any such errors or omissions or for clarification of any ambiguities. 7. That all plans and other documents furnished by the ENGINEER pursuant to this AGREEMENT will be endorsed by the ENGINEER and will affix the ENGINEER's professional seal when such seal is required by law. Plans for structures to be built as a part of the improvement will be prepared under the supervision of a registered structural engineer and will affix structural engineer seal when such seal is required by law. It will be the ENGINEER's responsibility to affix the proper seal as required by the Bureau of Local Roads and Streets manual published by the STATE. 8. That the ENGINEER will comply with applicable federal statutes, state of Illinois statutes, and local laws or ordinances of the LPA. Page 1 of 8 BLR 05610 (Rev. 05/31/19) Printed on 11 /26/2019 1:47:00 PM ===== PDF PAGE 50 ===== [Extraction: embedded PDF text] 9. The undersigned certifies neither the ENGINEER nor I have: a. employed or retained for commission, percentage, brokerage, contingent fee or other considerations, any firm or person (other than a bona fide employee working solely for me or the above ENGINEER) to solicit or secure this AGREEMENT, b. agreed, as an express or implied condition for obtaining this AGREEMENT, to employ or retain the services of any firm or person in connection with carrying out the AGREEMENT or c. paid, or agreed to pay any firm, organization or person (other than a bona fide employee working solely for me or the above ENGINEER) any fee, contribution, donation or consideration of any kind for, or in connection with, procuring or carrying out the AGREEMENT. d. are not presently debarred, suspended, proposed for debarment, declared ineligible or voluntarily excluded from covered transactions by any Federal department or agency, e. have not within a three-year period preceding the AGREEMENT been convicted of or had a civil judgment rendered against them for commission of fraud or criminal offense in connection with obtaining, attempting to obtain or performing a public (Federal, State or local) transaction; violation of Federal or State antitrust statutes or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements or receiving stolen property, f. are not presently indicted for or otherwise criminally or civilly charged by a government entity (Federal, State or local) with commission of any of the offenses enumerated in paragraph (e) and g. have not within a three-year period preceding this AGREEMENT had one or more public transactions (Federal, State or local) terminated for cause or default. 10. To pay its subconsultants for satisfactory performance no later than 30 days from receipt of each payment from the LPA. 11. To submit all invoices to the LPA within one year of the completion of the work called for in this AGREEMENT or any subsequent Amendment or Supplement. 12. To submit BLR 05613, Engineering Payment Report, to the STATE upon completion of the project (Exhibit B). 13. Scope of Services to be provided by the ENGINEER: ~ Make such detailed surveys as are necessary for the planning and design of the PROJECT. 0 Make stream and flood plain hydraulic surveys and gather both existing bridge upstream and downstream high water data and flood flow histories. D Prepare applications for U.S. Army Corps of Engineers Permit, Illinois Department of Natural Resources Office of Water Resources Permit and Illinois Environmental Protection Agency Section 404 Water Quality Certification. D Design and/or approve cofferdams and superstructure shop drawings. 0 Prepare Bridge Condition Report and Preliminary Bridge Design and Hydraulic Report, (including economic analysis of bridge or culvert types and high water effects on roadway overflows and bridge approaches). ~ Prepare the necessary environmental and planning documents including the Project Development Report or Environmental Assessment, State Clearinghouse, Substate Clearinghouse and all necessary environmental clearances. D Make such soil surveys or subsurface investigations including borings and soil profiles as may be required to furnish sufficient data for the design of the proposed improvement. Such investigations to be made in accordance with the current Standard Specifications for Road and Bridge Construction, Bureau of Local Roads and Streets Administrative Policies, Federal-Aid Procedures for Local Highway Improvements or any other applicable requirements of the STATE. D Analyze and evaluate the soil surveys and structure borings to determine the roadway structural design and bridge foundation. 1:8:1 Prepare preliminary roadway and drainage structure plans and meet with representatives of the LPA and STATE at the site of the improvement for review of plans prior to the establishment of final vertical and horizontal alignment, location and size of drainage structures, and compliance with applicable design requirements and policies. D Make or cause to be made such traffic studies and counts and special intersection studies as may be required to furnish sufficient data for the design of the proposed improvement. D Complete the general and detailed plans, special provisions and estimate of cost. Contract plans shall be prepared in accordance with the guidelines contained in the Bureau of Local Roads and Streets manual. The special provisions and detailed estimate of cost shall be furnished in quadruplicate. 0 Furnish the LPA with survey and drafts in quadruplicate all necessary right-of-way dedications, construction easements and borrow pit and channel change agreements including prints of the corresponding plats and staking as required. Page 2 of B BLR 05610 (Rev. 05/31/19) Printed on 11 /26/2019 1:47:00 PM ===== PDF PAGE 51 ===== [Extraction: embedded PDF text] II. THE LPA AGREES, 1. To furnish the ENGINEER all presently available survey data and information 2. To pay the ENGINEER as compensation for all services rendered in accordance with this AGREEMENT, on the basis of the following compensation formulas: Cost Plus Fixed Fee ~ CPFF = 14.5%[DL + R(DL) + OH(DL) + IHDC], or 0 CPFF = 14.5%[DL + R(DL) + 1.4(DL) + IHDC], or 0 CPFF = 14.5%[(2.3 + R)DL + IHDC] Where: DL = Direct Labor IHDC =In House Direct Costs OH = Consultant Firm's Actual Overhead Factor R = Complexity Factor Specific Rate D (Pay per element) Lump Sum D 3. To pay the ENGINEER using one of the following methods as required by 49 CFR part 26 and 605 ILCS 5/5-409: D With Retainage a) For the first 50% of completed work, and upon receipt of monthly invoices from the ENGINEER and the approval thereof by the LPA, monthly payments for the work performed shall be due and payable to the ENGINEER, such payments to be equal to 90% of the value of the partially completed work minus all previous partial payments made to the ENGINEER. b) After 50% of the work is completed, and upon receipt of monthly invoices from the ENGINEER and the approval thereof by the LPA, monthly payments covering work performed shall be due and payable to the ENGINEER, such payments to be equal to 95% of the value of the partially completed work minus all previous partial payments made to the ENGINEER. c) Final Payment - Upon approval of the work by the LPA but not later than 60 days after the work is completed and reports have been made and accepted by the LPA and the STATE, a sum of money equal to the basic fee as determined in this AGREEMENT less the total of the amounts of partial payments previously paid to the ENGINEER shall be due and payable to the ENGINEER. ~ Without Retainage a) For progressive payments - Upon receipt of monthly invoices from the ENGINEER and the approval thereof by the LPA, monthly payments for the work performed shall be due and payable to the ENGINEER, such payments to be equal to the value of the partially completed work minus all previous partial payments made to the ENGINEER. b) Final Payment - Upon approval of the work by the LPA but not later than 60 days after the work is completed and reports have been made and accepted by the LPA and STATE, a sumo money equal to the basic fee as determined in this AGREEMENT less the total of the amounts of partial payments previously paid to the ENGINEER shall be due and payable to the ENGINEER. 4. The recipient shall not discriminate on the basis of race, color, national origin or sex in the award and performance of any DOT- assisted contract or in the administration of its DBE program or the requirements of 49 CFR part 26. The recipient shall take all necessary and reasonable steps under 49 CFR part 26 to ensure nondiscrimination in the award and administration of DOT-assisted contracts. The recipient's DBE program, as required by 49 CFR part 26 and as approved by DOT, is incorporated by reference in this agreement. Implementation of this program is a legal obligation and failure to carry out its terms shall be treated as violation of this agreement. Upon notification to the recipient of its failure to carry out its approved program, the Department 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 (31 U.S.C. 3801 et seq.). 5. To certify by execution of this AGREEMENT that the selection of the ENGINEER was performed in accordance with the Local Government Professional Services Selection Act 50 ILCS 510, the Brooks Act 40USC 11, and Procurement, Management, and Administration of Engineering and Design related Services (23 CFR part 172). Exhibit C is required to be completed with this agreement. Ill. IT 15 MUTALLY AGREED, 1. That no work shall be commenced by the ENGINEER prior to issuance by the LPA of a written Notice to Proceed. 2. That tracings, plans, specifications, estimates, maps and other documents prepared by the ENGINEER in accordance with this AGREEMENT shall be delivered to and become the property of the LPA and that basic survey notes, sketches, charts and other data prepared or obtained in accordance with this AGREEMENT shall be made available, upon request, to the LPA or to the STATE, without restriction or limitation as to their use. Page 3 of 8 BLR 05610 (Rev. 05/31/19) Printed on 11/26/2019 1 :47:00 PM ===== PDF PAGE 52 ===== [Extraction: embedded PDF text] 3. That all reports, plans, estimates and special provisions furnished by the ENGINEER shall be in accordance with the current Standard Specifications for Road and Bridge Construction, Bureau of Local Roads and Streets Administrative Policies, Federal-Aid Procedures for Local Highway Improvements or any other applicable requirements of the STATE, it being understood that all such furnished documents shall be approved by the LPA and the STATE before final acceptance. During the performance of the engineering services herein provided for, the ENGINEER shall be responsible for any loss or damage to the documents herein enumerated while they are in the ENGINEER's possession and any such loss or damage shall be restored at the ENGINEER's expense. 4. That none of the services to be furnished by the ENGINEER shall be sublet, assigned or transferred to any other party or parties without written consent of the LPA. The consent to sublet, assign or otherwise transfer any portion of the services to be furnished by the ENGINEER shall not be construed to relieve the ENGINEER of any responsibility for the fulfillment of this agreement. 5. To maintain, for a minimum of 3 years after the completion of the contract, 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 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. 6. The payment by the LPA in accordance with numbered paragraph 3 of Section II will be considered payment in full for all services rendered in accordance with this AGREEMENT whether or not they be actually enumerated in this AGREEMENT. 7. That the ENGINEER shall be responsible for any and all damages to property or persons arising out of an error, omission and/or negligent act in the prosecution of the ENGINEER's work and shall indemnify and save harmless the LPA, the STATE, and their officers, agents and employees from all suits, claims, actions or damages of any nature whatsoever resulting there from. These indemnities shall not be limited by the listing of any insurance policy. 8. This AGREEMENT may be terminated by the LPA upon giving notice in writing to the ENGINEER at the ENGINEER's last known post office address. Upon such termination, the ENGINEER shall cause to be delivered to the LPA all drawings, plats, surveys, reports, permits, agreements, soils and foundation analysis, provisions, specifications, partial and completed estimates and data, if any from soil survey and subsurface investigation with the understanding that all such material becomes the property of the LPA. The LPA will be responsible for reimbursement of all eligible expenses to date of the written notice of termination. 9. This certification is required by the Drug Free Workplace Act (301LCS 580). The Drug Free Workplace Act requires that no grantee or contractor shall receive a grant or be considered for the purpose of being awarded a contract for the procurement of any property or service from the State unless that grantee or contractor will provide a drug free workplace. False certification or violation of the certification may result in sanctions including, but not limited to, suspension of contract or grant payments, termination of a contract or grant and debarment of the contracting or grant opportunities with the State for at least one (1) year but no more than five (5) years. For the purpose of this certification, "grantee" or "contractor" means a corporation, partnership or other entity with twenty-five (25) or more employees at the time of issuing the grant, or a department, division or other unit thereof, directly responsible for the specific performance under a contract or grant of $5,000 or more from the State, as defined in the Act. The contractor/grantee certifies and agrees that it will provide a drug free workplace by: a. Publishing a statement: (1) Notifying employees that the unlawful manufacture, distribution, dispensing, possession or use of a controlled substance, including cannabis, is prohibited in the grantee's or contractor's workplace. (2) Specifying the actions that will be taken against employees for violations of such prohibition. (3) Notifying the employee that, as a condition of employment on such contract or grant, the employee will: (a) abide by the terms of the statement; and (b) notify the employer of any criminal drug statute conviction for a violation occurring in the workplace no later than five (5) days after such conviction. b. Establishing a drug free awareness program to inform employees about: (1) The dangers of drug abuse in the workplace; (2) The grantee's or contractor's policy of maintaining a drug free workplace; (3) Any available drug counseling, rehabilitation and employee assistance program; and (4) The penalties that may be imposed upon an employee for drug violations. c. Providing a copy of the statement required by subparagraph (a) to each employee engaged in the performance of the contract or grant and to post the statement in a prominent place in the workplace. d. Notifying the contracting or granting agency within ten (10) days after receiving notice under part (B) of paragraph (3) of subsection (a) above from an employee or otherwise receiving actual notice of such conviction. e. Imposing a sanction on, or requiring the satisfactory participation in a drug abuse assistance or rehabilitation program by, f. Assisting employees in selecting a course of action in the event drug counseling, treatment and rehabilitation is required and indicating that a trained referral team is in place. g. Making a good faith effort to continue to maintain a drug free workplace through implementation of the Drug Free Workplace Act. Page 4 of 8 BLR 05610 (Rev. 05/31/19) Printed on 11/26/2019 1 :47:00 PM ===== PDF PAGE 53 ===== [Extraction: embedded PDF text] 10. The ENGINEER or subconsultant shall not discriminate on the basis of race, color, national origin or sex in the performance of this AGREEMENT. The ENGINEER shall carry out applicable requirements of 49 CFR part 26 in the administration of DOT assisted contracts. Failure by the ENGINEER to carry out these requirements is a material breach of this AGREEMENT, which may result in the termination of this AGREEMENT or such 0th.er remedy as the LPA deems appropriate. 11. When the ENGINEER is requested to complete work outside the scope of the original AGREEMENT, a supplemental AGREEMENT will be required. Supplements will also be required for the addition or removal of subconsultants, direct costs, the use of previously unspecified staff, and other material changes to the original AGREEMENT. Agreement Summary Prime Consultant: TIN Number A reement Amount Trans stems Car oration 43-0839725 $149,404.53 Sub-Consultants: TIN Number Agreement Amount Hampton, Lenzini and Renwick, Inc. 36-2555986 $50,356.83 Sub-Consultant Total: $50,356.83 Prime Consultant Total: $149.404.53 Total for all Work: $199,761.36 Executed by the LPA: Wayne Township Road District (MunicipalityfTownship/County) ATIEST: By: By: Clerk Title: (SEAL) Executed by the ENGINEER: ATTEST: Todd S Bright By: By: Title: Project Manager Title: Senior Vice President Page 5 of 8 BLR 05610 (Rev. 05/31/19) Printed on 11/26/2019 1:47:00 PM ===== PDF PAGE 54 ===== [Extraction: embedded PDF text] Exhibit A - Southeast Carol Stream Bike Path Route: Klein Road Bike Path Local Agency: Wayne Township Road District *Firms approved rates on file with IDOT's (Municipality/Township/County) Bureau of Accounting and Auditing: Section: TBD Project: 2000 Overhead Rate (OH) 151.94 % Job No.: 1 Complexity Factor (R) 0.00 Calendar Days 450 Method of Compensation: Cost Plus Fixed Fee 1 IKl 14.5% [DL + R(DL) +OH(DL) +IHDC] Cost Plus Fixed Fee 2 D 14.5% [DL + R(DL) + 1.4(DL) + IHDC) Cost Plus Fixed Fee 3 D 14.5% ((2.3 + R)DL + IHDC) Specific Rate D Lump Sum D Cost Estimate of Consultant's Services in Dollars In-House Employee Man- Payroll Payroll Services by Element of Work Overhead* Direct Costs Profit Total Classification Hours Rate Costs (DL) Others (IHDC) Coordination Attached 168 $ 47.74 $ 8,020.32 $ 12,186.07 $ 457.40 $ 2,929.93 $ 23,593.72 Survey Attached 88 $ 41 .11 $ 3,617.68 $ 5,496.70 $ 26,651 .01 $ 1,321 .59 $ 37,086.98 Prelim Design Studies Attached 314 $ 47.36 $ 14,871 .04 $ 22,595.06 $ 355.00 $ 5,432.58 $ 43,253.68 Environmental Studies Attached 60 $ 48.45 $ 2,907.00 $ 4,416.90 $ 24, 130.22 $ 1,061.96 $ 32,516.08 Preferred Imp Plan Attached 136 $ 40.30 $ 5,480.80 $ 8,327.53 $ 260.00 $ 2,002.21 $ 16,070.54 Meetings Attached 156 $ 44.47 $ 6,937.32 $ 10,540.56 $ 450.00 $ 2,534.29 $ 20,462.18 Project Report Attached 200 $ 45.01 $ 9,002.00 $ 13,677.64 $ 810.00 $ 3,288.55 $ 26,778.19 Totals 1, 122 $ 50,836.16 $ 77,240.46 $ 53,113.63 $ - $ 18,571.11 $ 199,761 .36 Hampton, Lenzini & Renwick $ 50,356.83 Direct Expenses $ 2,756.80 Page 6 of 8 Printed on 11/26/20191 :28 PM BLR 05610 (Rev. 05/31/19) ===== PDF PAGE 55 ===== [Extraction: embedded PDF text] Exhibit B Illinois Department fii3'J\ ~of Transportation Engineering Payment Report (Submit with Final Invoice ) Prime Consultant Name TranSystems Address 1475 E Woodfield Rd, St 600 Telephone 847-407-5271 TIN Number Project Information Local Agency Wayne Township Road District Section Number TBD Project Number 2000 Job Number This form is to verify the amount paid to the Sub-consultant on the above captioned contract. Under penalty of law for perjury or falsification, the undersigned certifies that work was executed by the Sub-consultant for the amount listed below. Sub-Consultant Name TIN Number Actual Payment from Prime Hampton, Lenzini and Renwick, Inc. 36-2555986 Sub-Consultant Total: Prime Consultant Total: Total for all Work Completed: Signature and title of Prime Consultant Date Note: The Department of Transportation is requesting disclosure of information that is necessary to accomplish the statutory purpose as outlined under state and federal law. Disclosure of this information is REQUIRED and shall be deemed as concurring with the payment amount specified above. For information about IDOTs collection and use of confidential information review the department's Identity Protection Policy. Page 7 of 8 BLR 05610 (Rev. 05/31/19) Printed on 11 /26/2019 1:47:00 PM ===== PDF PAGE 56 ===== [Extraction: embedded PDF text] Exhibit C Federal Qualification Based Selection (QBS) Checklist Local Public Agency Wayne Township Road District Section Number TBD Project Number 2000 Job Number L The LPA must complete Exhibit C, if federal funds are used for this engineering agreement and the value will exceed $40,000. The LPA must follow federal small purchase procedures, if federal funds are used and the engineering agreement has a value less than $40,000. [gl Form Not Applicable (engineering services less than $40,000) 1. Do the written QBS policies and procedures discuss the initial administration (procurement, management, and administration) concerning engineering and design related consultant services? 0Yes 0No 2. Do the written QBS policies and procedures follow the requirements as outlined in Section 5-5 and specifically Section 5-5.06(e) of the BLRS Manual? 0Yes No D If no, IDOT's approval date: 3. Was the scope of services for this project clearly defined? 0Yes 0No 4. Was public notice given for this project? [gl Yes 0No Due date of submittal: Method(s) used for advertisement and dates of advertisement: 5. Do the written QBS policies and procedures cover conflicts of interest? 0Yes 0No 6. Do the written QBS policies and procedures use covered methods of verification for suspension and debarment? 0Yes 0No 7. Do the written QBS policies and procedures discuss the method of evaluation? 0Yes 0No Criteria for this project Weighting Criteria for this project Weighting -- % --% - - % --% -- % --% % % 8. Do the written QBS policies and procedures discuss the method of selection? 0Yes 0No Selection committee (titles) for this project: Top three consultants selected for this project in order: 1) 2) 3) If less than 3 responses were received, IDOT's approval date: 9. Was an estimated cost of engineering for this project developed in-house prior to contract negotiation? 0Yes 0No 10. Were negotiations for this project performed in accordance with federal requirements? 0Yes 0No 11 . Were acceptable costs for this project verified? 0Yes 0No D LPA will rely on IDOT review and approval of costs. 12. Do the written QBS policies and procedures cover review and approving for payment, before forwarding the request for reimbursement to IDOT for further review and approval? 0Yes 0No 13. Do the written QBS policies and procedures cover ongoing and finalizing administration of the project (monitoring, evaluation, closing-out a contract, record retention, responsibility, remedies to violations or breaches to a contract, and resolution of disputes)? 0Yes 0No Page 8 of 8 BLR 05610 (Rev. 05/31/19) Printed on 11/26/20191 :47:00 PM ===== PDF PAGE 57 ===== [Extraction: OCR (rendered-page OCR)] Bartlett High School “Army Trail Road - peoy opsialeg* West Branch, Forest Preserve pEOY UIs} tem ey ie =a , | 1 wrro 7 : ‘ a q : 5s €& IG YZ om > eT ee is) > ‘a i West Chicago | a 2,000" as sd et ) Carol tren - Bloomingdale Trail ay 1 SLITS ce) 1 uw a qe ges (fy Fa ‘ , — ru four [4 | g | i [| YAWTRD “TS Th Oo ~ | a é- rl i : in, | Or ee | 8 | { ~ 3 § b ; ot j st : flee rn, | o Se 1 3 | —SRwrrp — H E ‘ \\ N 2 1,485' ' [s) . CAL WENS be. Oo { >. © X Greg wesisih\ ra O Existing Path , 1 C Co (EE Seeed See). cee: iy = a West Chicago ; > @] ‘Project Length = 16,745" ‘ a a | a, ‘West Chicago = 24% (3,940') . —_ : pe Ne Wayne Township _ ae : Son, [Bike Plan me i, ‘ ro aaa Sf BK ys Great Western Tr4i) >} WTRD = 45% (7,505') Hey IN\ 7 -FPDDC = 26% (4,400) SD Sf )} &| Ske, — “Bartlett = 5% (900') = Noi ===== PDF PAGE 59 ===== [Extraction: embedded PDF text] EXHIBIT A SCOPE OF ENGINEERING SERVICES Klein Road Bike Path Type of Funding: Federally Eligible Preliminary Engineering Services Preliminary Engineering Services for the Klein Road Bike Path between St Charles Road at West Branch DuPage River Tail to Army Trail Road at Petersdorf Road; a total distance of 16,745 feet (3.17 miles). The project includes widening the roadway shoulders and resurfacing the roadway to accommodate a new on road bike facility. Phase I · Preliminarv Engineering 1. Project Coordination, Management and Data Collection A. Obtain the following information from the appropriate agencies: existing roadway and bikeway plans, ridership and user data, right-of-way data, National Wetland Inventory Maps, crash reports (for the 5 most recent years), public and private utility atlases, existing vehicle and bicycle/pedestrian traffic counts, bench mark and survey datum information. B. Obtain aerial photography at 1"=50' scale for use in the preliminary design studies, environmental survey request, and at public meetings. C. Summarize data collection elements in tables, exhibits, and/or maps for use throughout the duration of the project including, Project Location Map and Typical Sections. D. Conduct site visit, perform general site survey, and take pictures of project features. Prepare a log of photographs for use by project team during engineering. E. Provide project administration; prepare monthly invoicing and monthly project status reports. Assume 12- month duration. F. Prepare three funding applications (STP, CMAQ & ITEP). G. Provide QA/QC reviews. 2. Field Surveys (By Subconsultant: Hampton, Lenzini &Renwick, Inc.) A. Conduct phase I drone survey based on the English system including the establishment of horizontal and vertical controls based on published benchmarks. The survey will include phase I level topography, cross sections, surface utilities, drainage, and trees. Cross sections to supplement and check the drone data in vegetated areas. Field work would take place without leaves on the trees. B. Review County GIS to verify existing right-of-way at six locations. C. Conduct a drainage survey to obtain invert elevations, direction of flow, outfalls, pipe sizes, and condition and size of the structures. D. Conduct a survey of delineated wetland boundaries identified in the environmental studies. E. Conduct sign survey. F. Supplemental Survey. Estimate two days. G. Download topographic survey and cross sections for use in the preliminary design studies. H. Create project base files, digital terrain model, project design files, project centerline and stationing for use in cross section, alignment, and profile studies. Preliminary plan and profile sheets will be prepared at a scale of 1"=50'. 3. Prelim"inary Design Studies ===== PDF PAGE 60 ===== [Extraction: embedded PDF text] A. Establish horizontal and vertical geometrics and develop typical sections for path based on design criteria. B. Prepare preliminary plans, profile, and working cross sections. C. Conduct a cross section analysis along the trail to verify the right-of-way needs, grading limits, and feasibility of widening the existing shoulders for the new bike lanes. D. Determine if fill in the floodplain will occur with this project. E. Prepare concepts to increase bridge railing height to meet IDOT Bike Lanes on Highway Structure requirements (42-3.03(e). The existing bridge will not be replaced and preliminary bridge and hydraulic reports will not be required. F. Identify potential utility conflicts and culvert extension locations. G. Evaluate intersection striping needs for the side street crossings. H. Identify signing and pavement markings requirements. Current MUTCD, AASHTO and IDOT policies will be followed. I. Summarize right-of-way needs, construction costs and environmental impacts (community, floodplain, wetland, and tree). 4. Environmental Studies (By Subconsultant: Hampton, Lenzini &Renwick, Inc.) A. Prepare an Environmental Survey Request Form (ESRF) to obtain biological resource and cultural resource reviews and signoffs for the project study limits. B. Prepare wetland delineations, investigations, and report. C. Upon completion of the wetland delineation and report, Wetland Impact Evaluation Forms will be prepared and submitted to IDOT for review and approval. D. Submit the wetland delineation report to the Corps of Engineers for Jurisdictional Determination and permit authorization, outlining permitting requirements. E. Perform a Preliminary Environmental Site Assessment (PESA). F. Conduct a tree survey and summarize in a memorandum. G. Summarize the environmental studies and incorporate into the Project Report. H. Identify required permits. Pre-application meetings and permit applications will be prepared in Phase 2. 5. Preferred Improvement Plan A. Based on design studies, environmental studies, and public input, prepare the Preferred Improvement Plan for the path meeting District and IDOT requirements. Develop the Preferred Improvement Plan on topographic survey mapping. B. Prepare typical sections for the proposed improvements. 6. District. IDOT and Public Meetings The work tasks below include pre-meeting preparation, attendance and preparation of meeting minutes. Minutes (draft and final) will be distributed via email. A. Conduct a Kick-off meeting with the District and IDOT to discuss goals and objectives of the project. (1 meeting) B. Conduct meetings with the District throughout project duration to present design studies, preferred plan, and discuss the project schedule. (3 meetings) C. Conduct meetings with other project stakeholders including Village of Bartlett, City of West Chicago and Forest Preserve District of DuPage County. (3 meetings) D. Attend FHWA/IDOT Coordination meetings to present the Preferred Improvement Plan, obtain approval of proposed design, and any design variances. It is anticipated the District would also attend the meeting. (1 meeting) E. Conduct a Public Informational Meeting to present project need, Preferred Improvement Plan, environmental impacts, project costs, and schedule. The public meeting will be conducted (per District and IDOT requirements) in an open house format. Work in coordination with the District to prepare all notifications, handouts, presentation text, exhibits, and minutes. The District will be responsible for costs of rental of meeting space, publication notices and postings. A slide show presentation is not anticipated. 2 ===== PDF PAGE 61 ===== [Extraction: embedded PDF text] 7. Project Report A. Prepare a Draft Project Report following IDOT Project Development Report (PDR) Categorical Exclusion Group 1 (BLR Form 22211) requirements. The PDR will summarize the preliminary engineering efforts including data collection, coordination documentation, alternatives analysis, and Preferred Improvement Plan. B. Prepare a preliminary estimate of cost based on the Preferred Improvement Plan. C. Submit the Draft PDR for District and IDOT concurrent reviews. D. Revise and submit the Final PDR based on review comments. Incorporate the Public Meeting documentation into the Final PDR, including a disposition of public comments. E. Submit the Final PDR to the District and IDOT for Design Approval. F. Prepare Design Approval request notices for publication by the District. Assumptions: 1. Right-of-way plats & legals, appraisals and negotiations are not anticipated. 2. Geotechnical investigations will be conducted in Phase 2. 3 ===== PDF PAGE 62 ===== [Extraction: embedded PDF text] Bureau of Design and Environment Prepared By: Consultant AVERAGE HOURLY PROJECT RATES FIRM TranSystems Corporation PTB-ITEM# 180-1 DATE 1112612019 PRIME/SUPPLEMENT Prime SHEET OF 2 PAYROLL AVG TOTAL PROJ. RATES Coordination Survey Prelim Design Studies Envlronmenllll Studios Preferred Imp Plan HOURLY Hours % Wgtd Hours % Wgtd Hours % Wgtd Hours % Wgtd Hours % Wgtd Hours % Wgtd CLASSIFICATION RATES Part, Avg Part. Avg Part. Avg Part. Avg Part. Avg Part. Avg Enoineer 5 IE5l 7a.aa a.a Enoineer 4 IE4l 7a.aa 82.0 7.31 % 5.12 12 7.14% 5.00 16 510% 3.57 16 26.67% 18.67 EnQineer 3-CE3) 59,72 104.0 9.27% 5,54 24 14 29% 8 53 80 25.48% 15 22 EnQineer 2 (E2) 46.59 490.a 4367% 20,35 80 47.62% 22.19 44 50.00% 23.30 110 3503% 16.32 20 33.33% 15.53 SB 42.65% 19.87 EnQineer 17E1) 35.62 446.0 39.75% 14.16 52 30.95% 11.02 44 so 00% 17.81 108 34.39% 12,25 24 40 00% 14 25 78 57.35% 20-43 Planner 5 (P5l 6a.oo 0.0 Planner 4 (P4l 6a.aa o.a Planner 3 IP3l 45.28 a.o Architect 5 IAR5 60.0a a.a Architect 4 (AR4) 6a.aa 0.0 Architect 3 CAR3 58.78 0.0 Architect 27AR2) 4a 96 a.o Architect 1(AR1 35.31 a.a Environmental Scientist 4 ISC4l 6a aa a.a lnduSliV Snecialist 3 llS3l 54.24 a.a lnduSliV Specialist 2 (1$2) 39 92 a.a Construction Services 4 CCS4) 52.56 oa Construction Services 3 CCS3) 41 .31 a.a Technician 5 ITS 60,00 o.a Technician 3 (T3 36.72 0.0 Technician 1 IT1 2a.75 a.o Administrative 3 A3l sa.96 a.o Administrative 2 (A2l 38.28 a.o Administrative 1 (A11 25.19 0.0 a.o 0.0 a.o TOTALS 1122.0 100% $45.16 168 0 100 00% $46 74 88 0 100% $41.11 314.0 100% $47.36 60 0 100% $48 45 136 0 100% $40.30 Printed 11/26/2a1912:59 PM Page 1 of 1 BDE 3608 Template (Unprotected) ===== PDF PAGE 63 ===== [Extraction: embedded PDF text] Bureau of Design and Environment Prepared By: Consultant AVERAGE HOURLY PROJECT RATES FIRM TranSystems Corporation PTB-ITEM# 180-1 DATE 11/26/2019 PRIME/SUPPLEMENT Prime SHEET 2 OF 2 PAYROLL AVG Meetings Project report HOURLY Hours % Wgtd Hours % Wgtd Hours % Wgtd Hours % Wgtd Hours % Wgtd Hours % Wgtd CLASSIFICATION RATES Part. Avg Part. Avg Part. Avg Part. Avq Part. Avq Part. Avq Engineer 5 (ES) 70.00 Engineer 4 {E4) 70.00 14 8.97% 6 28 24 1200% BAO Engineer 3 {E3) 59.72 Engineer 2 (E2) 46.59 82 52 56% 24.49 96 4800% 22 36 Engineer 1 (E1) 35.62 60 38.46% 13,70 80 40 00% 14 25 Planner 5 (P5) 60.00 Planner4 IP4l 60.00 Planner 3 CP3l 45.28 Architect 5 (AR5l 60,00 Architect 4 (AR4) 60.00 Architect 3 (AR3) 58.78 Architect 2 (AR2) 40.96 Architect 1 (AR1) 35.31 Environmental Scientist 4 (SC4l 60.00 lndustN Soeclalist 3 CIS3) 54.24 lndustN Soeciafist 2 llS2l 39.92 Construction Services 4 ICS4l 52.56 Construction Services 3 (CS3) 41.31 Technician 5 (T5l 60.00 Technician 3 (T3) 36.72 Technician 1 (T1) 20.75 Administrative 3 (A3) 50 96 Administrative 2 (A2) 38.28 Administrative 1 (A1) 25.19 TOTALS 156.0 100% $44.47 200.0 100% $45.01 0.0 0% $0.00 0.0 0% $0.00 0.0 0% $0.00 0.0 0% $0.00 Printed 11/26/2019 1 :DO PM Page 1of1 BOE 3608 Template (Unprotected) ===== PDF PAGE 64 ===== [Extraction: embedded PDF text] Klein Bike Path Wayne Township Road District Direct Cost Summa[lf Outside In-House erojecl Coordination & Da!a Collection Vehicle Days 0 vehicle@ 0 days @ $ 65.00 per day $ Mileage 1 trips@ 30 miles @ $ 0.58 per mile $ 17.40 Letter Size Copies 10 sheets@ 10 copies @ $ 0.10 per sheet 3 submittals $ 30.00 Color Copies 5 sheets@ 10 copies @ $ 1.00 per sheet 3 submittals $ 150.00 Full Size Copies 10 sheets@ 10 copies @ $ 0.80 per sheet 3 submittals $ 240.00 Mylar 0 sheets@ 0 copies @ $ 9.00 per sheet 0 submittals $ FedEx I Messenger 1 deliveries @ $ 20.00 per delivery $ 20.00 Legal Notices & Advertising Subtotals $ 457.40 $ 2 Field Surveys Vehicle Days Ovehicle@ 0.0 days @ $ 65.00 per day $ Mileage 6trips@ 30 miles @ $ 0.58 per mile $ 104.40 Letter Size Copies 0 sheets@ 0 copies@ $ 0.10 per sheet 0 submittals $ Color Copies 0 sheets@ 0 copies @ $ 1.00 per sheet 0 submittals $ Full Size Copies 0 sheets@ 0 copies @ $ 0.80 per sheet 0 submittals $ Mylar 0 sheets@ 0 copies @ $ 9.00 per sheet 0 submittals $ FedEx I Messenger 0 deliveries@ $ 20.00 per delivery $ Legat Notices & Advertising Subtotals $ 104.40 $ 3 Pretimina!}'. Design Studies Vehicle Days 0 vehicle@ 0 days @ $ 65.00 per day $ Mileage Otrips@ 30 miles @ $ 0.58 per mile $ Letter Size Copies 75 sheets@ 10 copies@$ 0.10 per sheet 1 submittals $ 75.00 Color Copies 10 sheets@ 10 copies @ $ 1.00 per sheet 1 submittals $ 100.00 Full Size Copies 20 sheets@ 10 copies @ $ 0.80 per sheet 1 submittals s 160.00 Mylar 0 sheets@ 0 copies @ $ 9.00 per sheet 0 submittals s FedEx I Messenger 1 deliveries @ $ 20.00 per delivery $ 20.00 Legal Notices & Advertising Subtotals $ 355.00 $ 4 Environmental Studies Vehicle Days 0 vehicle@ 0 days @ $ 65.00 per day $ Mileage Otrips@ 0 miles @ $ 0.58 per mile $ Letter Size Copies 50 sheets@ 10 copies @ $ 0.10 per sheet 2 submittals s 100.00 Color Copies 10 sheets@ 10 copies @ $ 1.00 per sheet 2 submittals $ 200.00 Full Size Copies 0 sheets@ 0 copies @ $ 0.80 per sheet 0 submittals s Mylar 0 sheets@ 0 copies @ $ 9.00 per sheet 0 submittals $ FedEx I Messenger 1 deliveries @ $ 20.00 per delivery $ 20.00 Legal Notices & Advertising Subtotals $ 320.00 $ Page 1 ===== PDF PAGE 65 ===== [Extraction: embedded PDF text] Klein Bike Path Wayne Township Road District Direct Cost Summa!Jl Outside In-House 5 Preferred lmQrovement Plan Vehicle Days 0 vehicle@ 0 days @ $ 65.00 per day $ Mileage Otrips@ 0 miles @ $ 0.58 per mile $ Letter Size Copies 50 sheets@ 10 copies@$ 0.10 per sheet 1 submittals $ 50.00 Color Copies 5 sheets@ 10 copies @ $ 1.00 per sheet 1 submittals $ 50.00 Full Size Copies 20 sheets@ 10 copies @ $ 0.80 per sheet 1 submittals $ 160.00 Mylar 0 sheets@ 0 copies @ $ 9.00 per sheet 0 submittals $ FedEx I Messenger 0 deliveries@ $ 20.00 per delivery $ Legal Notices &Advertising Subtotals $ 260.00 $ 6 Meetings Vehicle Days 0 vehicle@ 0 days @ $ 65.00 per day $ Mileage 10trips@ 30 miles @ $ 0.58 per mile $ 174.00 Letter Size Copies 10 sheets@ 10 copies@$ 0.10 per sheet 6 submittals $ 60.00 Color Copies 2 sheets@ 10 copies@ $1.00 per sheet 6 submittals $ 120.00 Full Size Copies 20 sheets@ 1 copies @ $ 0.80 per sheet 6 submittals $ 96.00 Mylar 0 sheets@ 0 copies @ $ 9.00 per sheet 0 submittals $ FedEx I Messenger 0 deliveries @ $ 20.00 per delivery $ Legal Notices & Advertising Subtotals $ 450.00 $ 7 Project ReQQrt Vehicle Days 0 vehicle@ 0 days @ $ 65.00 per day $ Mileage Otrips@ 0 miles @ $ 0.58 per mile $ Letter Size Copies 150 sheets@ 15 copies@$ 0.10 per sheet 2 submittals $ 450.00 Color Copies 10 sheets@ 15 copies @ $ 1.00 per sheet 2 submittals $ 300.00 Full Size Copies Osheets@ 0 copies @ $ 0.80 per sheet 0 submittals $ Mylar Osheets@ 0 copies @ $ 9.00 per sheet 0 submittals $ FedEx I Messenger 3 deliveries @ $ 20.00 per delivery $ 60.00 Legal Notices & Advertising Subtotals $ 810.00 $ Totals $ 2,756.80 $ Page2 ===== PDF PAGE 66 ===== [Extraction: embedded PDF text] Hampton, Lenzini and Renwick, Inc. Civil Engineers· Structural Engineers • Land Surveyors· Environmental Specialists www.hlrengineering.com Wayne Township Environmental and Survey Scope Wetland Delineation and Report HLR will conduct a map review of the project. The following maps and documents will be reviewed prior to conducting the field investigation: U.S. Geological Survey Topographic Maps National Wetlands Inventory Maps DuPage County Wetland Maps USDA Soil Survey Hydric Soils of the United States Regulatory Flood Map From a cursory map review, it appears that there are five regulatory wetlands and one critical wetland within the project area. The National Wetlands Inventory map shows two riverines and five wetlands along the project corridor. One floodway and three 100-year floodplains are associated with the West Branch of the DuPage River and its tributaries within the project area. HLR will perform a formal wetland delineation of all potential wetlands identified within the proposed project area. The wetland delineation will be conducted to meet the requirements of Executive Order 11990, "Protection of Wetlands", Section 404 of the Federal Water Pollution Control Act as amended by the Clean Water Act (Corps of Engineers, Section 404 Permit), and Illinois Environmental Protection Agency (IEPA Section 401 Guidelines) regulations. These regulations pertain to the placement of fill or alterations of drainage within wetlands of any type and apply to private as well as publicly owned wetlands. The investigation will meet the requirements of these regulations as well as the requirements of the DuPage County Division of Stormwater Management (DCSM) by identifying the type, functions, and boundary of the involved wetlands. "Wetlands" are defined by the U.S. Army Corps of Engineers (USACE) for jurisdictional purposes as "those areas that are inundated or saturated by surface or groundwater at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions" (33 CFR 323.3(c)). The field investigation will be conducted by our environmental personnel who are experienced in Federal methods for conducting wetland delineations. Our staff will classify and define hydric soils, hydrophytic vegetation, and evidence of hydrology to determine if wetlands are present. The wetland perimeter (s) will be staked and surveyed. Wetland boundary stake locations will be surveyed using a handheld Trimble R1 GNSS receiver. Wetlands found will be classified according to type using the "Classification of Wetlands and Deep Water Habitats of the United States" by Coward in. Wetland boundaries will be defined in accordance with the Corps of Engineers Wetlands Delineation Manual: Midwest Region. This includes a soil 380 Shepard Drive 6825 Hobson Valley Drive. Suite 302 3085 Stevenson Drive, Suite 201 323 W Third Street P 0 Box 160 Elgin Illinois 60123-70'IO Woodridge Illinois 60517 Springfield, Illinois 62703 ML Carmel, Illinois 62863 Tel 847 697 6700 Tei. 847 697 6700 Tel. 217 546 3400 Tel 618 262.8651 Fax 847 697 6753 Fax 847 697 6753 Fax 217 546 8116 Fax 618 263 3327 ===== PDF PAGE 67 ===== [Extraction: embedded PDF text] investigation to determine the presence or absence of hydric soils and an analysis of the dominant plant species. Field observations will be made on any evidence indicating the hydrology of the area and on water sources that are supporting these wetlands. Functions of these wetlands will be evaluated from field observations. A wetland delineation report will be prepared summarizing the findings of the fieldwork. Included in the report will be the required wetland delineation data sheets that summarize the findings of the field investigation as well as figures that detail the maps reviewed and current wetland boundaries of the site. Preliminary Environmental Site Assessment This scope includes completing a Preliminary Environmental Site Assessment (PESA). HLR will complete the PESA for all properties along Smith Road, Klein Road, and St. Charles Road within the project limits. The PESA will be prepared using historical and geological information. The specific methods used to conduct the assessment are contained in 1) ASTM Standards E 1527-13, 2) A Manual for Conducting Preliminary Environmental Site Assessments for Illinois Department of Transportation Highway Projects (Erdmann et al., 2012), 3) Special Wastes Procedures for Local Highway Improvements (IDOT Local Roads Manual, July 22, 2004), and 4) "IDOT Bureau of Design and Environment Manual (BDE Manual), Section 27-3.03 (b), October 2015). The PESA will include a database search, review of historical records, an on-site evaluation, and review of other project conditions that may give us insight into the existing environmental conditions along the route. While there are no incidents directly along the project corridor, the intersection of Illinois Route 64 and Klein Road, just south of the project area, has a closed-LUST site on the southwest corner. Within a half mile of the project area, there are seven LUST sites, two voluntary remediation sites and eleven other records of EPA recorded special waste, such as RCRA small quantity generators, air permits, etc. Once the review has been completed, a written report will be completed and submitted as documentation to the on-site analysis. This report will accompany various site photographs, maps, and the above referenced documentation, which will be utilized to assist the project evaluation and any applicable recommendations. Tree Survey and Memorandum A Certified Arborist will conduct a tree survey of all trees 6 inches and greater within the project limits. All trees will be tagged and surveyed. We will identify all trees by type, diameter, health and structure. During the tree survey we will evaluate potential bat habitat. The findings of the tree survey will be summarized in a tree memorandum. Topographic Survey The topographic survey will consist of 2 components: • Component 1 will be a conventional ground survey consisting of a control survey along the proposed corridor establishing horizontal and vertical project control, aerial control points, cross sections at 100' intervals to supplement and check the drone data in vegetated areas (propose ===== PDF PAGE 68 ===== [Extraction: embedded PDF text] doing this after the drone data has been processed to determine needed areas), profiles of centerline of ditches running perpendicular to the project corridor. This does not include detailing of the bridge or stream at east end of project at West Branch DuPage River Trail. • Component 2 will consist of a drone survey performed of the proposed corridor after necessary waivers and exemptions are received from the FAA. Data from the drone survey will yield high resolution (less than 2-inch) .tif images and contour/point cloud data (+/- 2 inches) of non-vegetated areas. The above-mentioned cross sections would be used to check and supplement the drone data. Note elevation data derived from drone data is based on stereophotogrammetry, we cannot get elevation data at the bottom of thick vegetation, elevation data in thick vegetated areas could be to top of vegetation. Final deliverables will be a .tif image file in a .dwg or .dgn format with surface file. 3d linework of following items will be provided on an aerial photograph including pavement (centerline, edge of pavement), back of curbs, shoulders, sidewalks, paths, and centerline of ditches (will not guarantee +/- 2 inches on centerline of ditch info derived from the drone data). Coordination and Project Administration This will include coordination with TranSystems and project administration necessary for the project. ===== PDF PAGE 69 ===== [Extraction: embedded PDF text] Cost Estimate Consultant Se (Direct Labor Multiple Firm Hampton, Lenzini and Renwick, Inc. Date 11/26/19 Route Section Overhead Rate 149.72% County Job No. Complexity Factor 0 PTB & Item DBE (2.BO+R) TIMES DIRECT SERVICES DBE %OF DROP ITEM MAN HOURS PAYROLL PAYROLL COSTS BY TOTAL TOTAL GRAND BOX OTHERS TOTAL (A) (Bl (C) (D) (E) (C+D+El (C+D+El Wetland Delineation and Report 56 2, 110.55 5,909.53 5,909.53 11.74% PESA 63 1.896.83 5,311.12 415.00 5,726.12 11.37% Tree Survey 128 4,348.06 12,174.57 12,174.57 24.18% Control 60 2,876.64 8,054.60 8,054.60 16.00% Drone Flight 16 767.10 2,147.89 2,147.89 4.27% Drone Processing 24 1,150.66 3,221.84 3,221.84 6.40% Drafting 80 2.084.40 5,836.31 5,836.31 11.59% Field X-Sections 60 2,117.34 5,928.57 5,928.57 11 .77% Project Coordination and Adminstr 8 484.79 1,357.42 1,357.42 2.70% TOTALS 495 17,836.37 49,941.83 415.00 0.00 0.00 50.356.83 100.00% DBE 0.00% BDE 3606 Template (Rev. 10/31/16) Page 1 of 1 Printed 11 /26/2019 11 :20 AM ===== PDF PAGE 70 ===== [Extraction: embedded PDF text] Average Hourly Project Rates Route Section County Consultant Hampton, Lenzini and Renwick, Inc. Date 11/26/19 Job No. PTB/ltem Sheet 1 OF Payroll Avg Total Project Rates Wetland Delineation and Repo PESA Tree Survey Control Drone Flight Hourly Hours % Wgtd Hours % Wgtd Hours % Wgtd Hours % Wgtd Hours % Wgtd Hours % Wgtd Classification Rates Part. Avg Part. Avg Part. Avg Part. Avg Part. Avg Part. AvQ Principal $70.00 0 Engineer 6 $60.60 70 14.14% 8.57 30 50.00% 30.30 8 50.00% 30.30 Engineer 5 $53.48 0 Engineer 4 $50.37 0 Engineer 3 $43.37 0 Engineer 2 $35.22 0 Engineer 1 $28.11 50 10.10% 2.84 50 79.37% 22.31 Technician 3 $42.84 0 Technician 2 $36-46 0 Technician 1 $26.05 97 19.60% 5.11 4 7.14% 1.86 5 7.94% 2.07 8 6.25% 1.63 Intern/Temporary $14.34 0 Land Acquisition $43.20 0 Survey 2 $43.89 0 Survey 1 $35.29 98 19.80% 6.99 30 50.00% 17.64 8 50.00% 17.64 Environmental 2 $45.12 104 21.01% 9.48 36 64.29% 29.01 8 12.70% 5.73 60 46.88% 21 .15 Environmental 1 $23.87 76 15.35% 3.67 16 28.57% 6.82 60 46.88% 11.19 Administrative 2 $43.02 0 Administrative 1 $21.82 0 Structural 2 $66.29 0 Structural 1 $52.08 0 0 0 0 0 0 0 0 0 0 0 TOTALS 495 100% $36.65 56 100% $37.69 63 100% $30.11 128 100% $33.97 60 100% $47.94 16 100% $47.94 Page 1 of 1 BOE 3606 Template (Rev. 10131116) Printed 1112612019 11 :21 AM ===== PDF PAGE 71 ===== [Extraction: OCR (rendered-page OCR)] Average Hourly Project Rates Route Section Count Consultant Hampton, Lenzini and Renwick, Inc. Date 11/26/19 Job No. PTBiltem Sheet 2 OF 41 Payroll [Drone Processing Drafting Field X-Sections Project Coordinationandadmif, | ot | ave || par. | “avg || eer. | “ang || van. | “avg || an | ‘avg an. | ap Classification Part. Avg Part. Avg Part. Avg Part. g Part. Avg il Part. Avg inci a ee (eee eee (eee (en | ees lee ee lEngineer6_ | e060] 24 [100.00%] 6060} | | ff | J 8 froo.0o%] scoscof [TT Engineer 5 $53.48 Ss ee ee ee eS —t__ Engineer 4 $50.37 Sl (en Dee (inte! eee | Tee) (Cee (eee (ee (ed (ee eee fol Engineer 3 $43.37 Ce) (cee [eee ae Ce I (| ee ee ee) ee! ee ee ee __—— ee sl Engineer 1 SE a Saeee es es a a rn ia ers ees) (ieee ee es j____} 80_}100.00%] 26.05 ft intern/Temporary ff fT ——_ SS es | | ee (Se eee | es a ee [Suvey1 OT saszaf 60 Tt00.00%] 35.29 TT ee ee a a a a Se —— ———————— ——— pannatate 1 ————| ret —[- J —— — Administrative 1 $21.82 a ee eee eee ee a ee ee ee ee ee Structural Tse zo} a a) a a ST) ee ee | (ey ey eT (ST A AS (RS () ( LE! ( ( ——— a a a | al ie) [eee eee a] (Ee (eee (S| (Seen reese] eS eee ee eS ee ee ee ee ee ee) ee ee ee —a— — — — ae ee eee ee | eel ae i a et et SS SS ea | (ee a ee ee Ee ee ey | ee | | ee eee [rors | xe | sco [seaco] oo | 100% | sacs] co | 100% |sosa0]_« | room [seve] o | ox | soool o | on | sovo Page 1 of 1 BDE 3606 Template (Rev. 10/31/16) Printed 11/26/2019 11:22 AM