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Public Works Packet 2019 05-21-19 AGENDA PUBLIC WORKS COMMITTEE MEETING Tuesday, May 21, 2019 6:00 p.m. City Hall Conference Room 800 Game Farm Road, Yorkville, IL Citizen Comments: Minutes for Correction/Approval: April 16, 2019 New Business: 1. PW 2019-31 East Orange Street Water Main Improvements – Contract Award 2. PW 2019-32 Church Street Sanitary Sewer Improvements – Contract Award 3. PW 2019-33 Route 71 Improvements – Subordination of Surface Rights 4. PW 2019-34 Route 47 Reconstruction from Kennedy Road in Yorkville to Cross Street in Sugar Grove – MOU (Memorandum of Understanding) 5. PW 2019-35 Sale of Public Works Vehicles – Sealed Bid Results/Approval 6. PW 2019-36 Material Storage Shed 7. PW 2019-37 Selection of Committee Liaisons 8. PW 2019-38 Meeting Dates Old Business: 1. PW 2018-102 East Alley Parking Lot - Update 2. PW 2019-27 Crosswalk at Route 47 and Main Street 3. PW 2019-28 Plow Trucks – Status 4. PW 2019-29 Water Department Superintendent/Foreman – Personnel Recruitment/Update Additional Business: 2019/2020 City Council Goals – Public Works Committee Goal Priority Staff “Municipal Building Needs & Planning” 2 Bart Olson, Rob Fredrickson, Eric Dhuse, Rich Hart, Tim Evans & Erin Willrett “Road to Better Roads Funding” 3 Bart Olson, Rob Fredrickson & Eric Dhuse “Water Planning” 6 Eric Dhuse & Brad Sanderson “School Safety (Exterior & Traffic)” 8 (tie) Eric Dhuse & Rich Hart “Quiet Zones” 14 (tie) Eric Dhuse, Erin Willrett & Brad Sanderson “Route 47 Crossings” 19 Eric Dhuse & Brad Sanderson United City of Yorkville 800 Game Farm Road Yorkville, Illinois 60560 Telephone: 630-553-4350 www.yorkville.il.us UNITED CITY OF YORKVILLE WORKSHEET PUBLIC WORKS COMMITTEE Tuesday, May 21, 2019 6:00 PM CITY HALL CONFERENCE ROOM --------------------------------------------------------------------------------------------------------------------------------------- CITIZEN COMMENTS: --------------------------------------------------------------------------------------------------------------------------------------- --------------------------------------------------------------------------------------------------------------------------------------- MINUTES FOR CORRECTION/APPROVAL: --------------------------------------------------------------------------------------------------------------------------------------- 1. April 16, 2019 □ Approved __________ □ As presented □ With corrections --------------------------------------------------------------------------------------------------------------------------------------- NEW BUSINESS: --------------------------------------------------------------------------------------------------------------------------------------- 1. PW 2019-31 East Orange Street Water Main Improvements – Contract Award □ Moved forward to CC __________ consent agenda? Y N □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 2. PW 2019-32 Church Street Sanitary Sewer Improvements – Contract Award □ Moved forward to CC __________ consent agenda? Y N □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 3. PW 2019-33 Route 71 Improvements – Subordination of Surface Rights □ Moved forward to CC __________ consent agenda? Y N □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 4. PW 2019-34 Route 47 Reconstruction from Kennedy Road in Yorkville to Cross Street in Sugar Grove – MOU (Memorandum of Understanding) □ Moved forward to CC __________ consent agenda? Y N □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 5. PW 2019-35 Sale of Public Works Vehicles – Sealed Bid Results/Approval □ Moved forward to CC __________ consent agenda? Y N □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 6. PW 2019-36 Material Storage Shed □ Moved forward to CC __________ consent agenda? Y N □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 7. PW 2019-37 Selection of Committee Liaisons □ Moved forward to CC __________ consent agenda? Y N □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 8. PW 2019-38 Meeting Dates □ Moved forward to CC __________ consent agenda? Y N □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- OLD BUSINESS: --------------------------------------------------------------------------------------------------------------------------------------- 1. PW 2018-102 East Alley Parking Lot – Update □ Moved forward to CC __________ consent agenda? Y N □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 2. PW 2019-27 Crosswalk at Route 47 and Main Street □ Moved forward to CC __________ consent agenda? Y N □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 3. PW 2019-28 Plow Trucks – Status □ Moved forward to CC __________ consent agenda? Y N □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 4. PW 2019-29 Water Department Superintendent/Foreman – Personnel Recruitment/Update □ Moved forward to CC __________ consent agenda? Y N □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- ADDITIONAL BUSINESS: --------------------------------------------------------------------------------------------------------------------------------------- Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Human Resources Community Development Police Public Works Parks and Recreation Agenda Item Number Minutes Tracking Number Minutes of the Public Works Committee – April 16, 2019 Public Works Committee – May 21, 2019 Majority Committee Approval Minute Taker Name Department Page 1 of 3 DRAFT UNITED CITY OF YORKVILLE PUBLIC WORKS COMMITTEE Tuesday, April 16, 2019, 6:00pm Yorkville City Hall, Conference Room 800 Game Farm Road IN ATTENDANCE: Committee Members Chairman Joel Frieders Alderman Seaver Tarulis Alderman Jackie Milschewski Alderman Ken Koch Other City Officials City Administrator Bart Olson Engineer Brad Sanderson, EEI Assistant City Administrator Erin Willrett Public Works Director Eric Dhuse Alderman Chris Funkhouser Other Guests: None The meeting was called to order at 6:00pm by Chairman Joel Frieders. Citizen Comments: None Previous Meeting Minutes: March 19, 2019 The minutes were approved as presented. New Business: 1. PW 2019-22 Snow Operations Report – Year End Report Mr. Dhuse summarized the report and said there are trucks that need repair, but fewer mailbox damage reports were made and there was increased salt usage. He said there was a total of 20,000 miles on the trucks for the year with about 120 total miles in the city. Alderman Milschewski noted the poor condition of southbound Heustis. Chairman Frieders thanked Mr. Dhuse for the snowplowing efforts during the recent snowstorm and said this was a good report. 2. PW 2019-23 Water Department Reports for January, February and March 2019 Director Dhuse said there were some water main breaks and he has compiled a estimation of the water losses for the City Council. This moves to the Council consent agenda. 3. PW 2019-24 Capital Projects Quarterly Report Bids are due by May 13 for projects on Orange and Church St. Mr. Sanderson said preparation is being done on Mill Rd. in anticipation of road improvements there. Easements are being acquired and will Page 2 of 3 require Council approval. The developer will front fund the construction project, but some of the triggers of the the Annexation Agreement have not yet been met. 4. PW 2019-25 Letter of Credit and Bond Reduction Quarterly Report Mr. Sanderson said there were only a couple reductions for the quarter. No further comment. 5. PW 2019-26 East Orange Street Water Main Improvements – Construction Engineering Agreement This project was budgeted in the Road to Better Roads and the sections of road that can be afforded have been determined. The cost will be $45,000 and EEI is being recommended. A super majority approval is needed and this moves to the consent agenda. 6. PW 2019-27 Crosswalk at Route 47 and Main Street Ms. Willrett reported on this item and said complaints have been received about dangerous situations involving pedestrians and vehicles at this intersection. Mr. Sanderson researched the requirements for removing the crosswalk and a permit would be needed from IDOT as well as approval from the City Council. A decision is not expected from IDOT until end of summer or beginning of fall. Ms. Willrett detailed the various steps needed to remove the crosswalk and the estimated removal cost is $10,000- $20,000. Mr. Sanderson noted a 2015 memo from EEI stating that crosswalk was not a good idea. The distance between crosswalks on Rt. 47 was discussed and Aldermen Funkhouser and Tarulis agreed this crosswalk endangers pedestrians who will cross regardless. They both said other options should be explored for that intersection. Alderman Koch noted the crosswalk could be a liability since the engineers do not approve of the crossing. After discussion of alternative solutions, it was decided to obtain cost estimates, explore improvements and bring this matter back to the May meeting if all information is ready. 7. PW 2019-28 Plow Trucks - Status Mr. Dhuse prepared several reports including a status report on the large and small trucks used for salt- spreading, a Vehicle Replacement Guideline Evaluation Form and a list of repair bills from 2013-2018 from Illinois Truck Maintenance. Mr. Olson said some front-funding may be coming soon from developers which would allow the purchase of a truck. He said the deadline is near for orders for next season. At this time, only one, 1-ton truck is budgeted. The Purchasing Agent is also calling other vendors for possible truck availability. Mr. Dhuse showed the committee photos of the rusted trucks in need of replacement. (See attached pictures). It was noted these trucks are used year-round. Mr. Dhuse said the prices have increased greatly due to emission control. He said they attempt to repair what they can and order parts from e-bay. He would like to order two trucks if possible. If ordered now, they would not be received until January. The committee recommended pushing this matter forward, recognizing other planned budget items may be delayed. It will be discussed again next month. In another snow-related matter, Mr. Dhuse showed photos of a cross-beam failure in the salt storage building on the north end of town. Code Official Pete Ratos inspected the structure after the damage was noticed and determined that it should be demolished. Quotes are being requested. 8. PW 2019-29 Water Department Superintendent/Foreman – Personnel Recruitment/Update Mr. Olson reported on the search for a water foreman saying no suitable candidates were found. It was decided to create a new Superintendent position with a higher salary range, which yielded a qualified Page 3 of 3 candidate who then later declined the position. He recommended increasing the salary range again due to high demand of this position. Mr. Dhuse added that this job title requires the highest level license which is difficult to get and is now required. Chairman Frieders recommended increasing the salary and this will come back to the committee next month. 9. PW 2019-30 Fox Hill Park and Trail Crossing Alderman Funkhouser sent an email regarding the mid-block crossing of the Fox Hill trail. Staff agreed with the suggestion to have rectangular striping adjacent to the crosswalk. The cost is $1,000 and Mr. Dhuse will have the striping done. However, to enforce the suggested 'no parking' would need a city code amendment. Mr. Olson recommended doing the signs at the same time and the committee agreed to move this forward to City Council for approval. Old Business: 1. PW 2018-102 East Alley Parking Lot - Update Negotiations have been held with Imperial Investments and they have verbally consented to an easement in the alley. The city has had communications with all the concerned businesses and the city will move ahead with the earlier discussed Option C to reroute traffic in this area. Alderman Milschewski reported continued traffic issues in the area. Additional Business: Mr. Dhuse shared pictures of the damaged salt barn (by the baseball diamonds) discussed in Item #7 above. Mr. Dhuse said this is a central location and is needed. It was recommended to go to RFP. Chairman Frieders shared recent Metronet complaints. Mr. Olson said the city had a trial program with them due to complaints in other towns concerning restoration and other issues. Mr. Dhuse said they are generating 200 J.U.L.I.E. tickets per day. The complaints received have been trash, no signs in yard, and others. Alderman Funkhouser said overall, Metronet is very responsive to complaints. There was no further business and the meeting was adjourned at 6:57pm. 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Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/gov_officials.php Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Human Resources Community Development Police Public Works Agenda Item Number New Business #1 Tracking Number PW 2019-31 East Orange Street Water Main Improvements Public Works Committee – May 21, 2019 Majority Consideration of Contract Award Consideration of Bid Award Brad Sanderson Engineering Name Department Bids were received, opened and tabulated for work to be done on the project at 11:30 a.m., May 13, 2019. Representatives of contractors bidding the project, Carri Parker (Purchasing Manager) and our firm were in attendance. A tabulation of the bids which includes the engineer’s estimate is attached for your information and record. The City has budgeted $490,000.00 for construction costs; which originally did not include paving improvements beyond patching the utility trench. Due to the continued deterioration of existing pavement conditions, three alternates (Alternates B, C, and D), each increasing the pavement removal and replacement limits, were added to the bid schedule. The low bidders Base Bid plus Alternate D was below our engineer’s estimate and close to the budgeted amount. Alternate D includes pavement removal and replacement of the north lane of pavement from Route 47 to Mill Street and the entire block east of Mill Street (full width). Therefore, we recommend the acceptance of the Base Bid ($389,900.00) plus Alternate Bid D ($101,310.00) and approval of award be made to the low bidder, Performance Construction and Engineering, LLC 217 W. John Street, Plano, Illinois 60545 in the amount of $491,210.00. If you have any questions or require additional information, please let us know. Memorandum To: Bart Olson, City Administrator From: Brad Sanderson, EEI CC: Eric Dhuse, Director of Public Works Krysti Barksdale-Noble, Community Dev. Dir. Lisa Pickering, Deputy City Clerk Date: May 13, 2019 Subject: East Orange Street Water Main Improvements BID TABULATIONSTARK & SON TRENCHING, INC.BIDS RECD 5/13/201945W826 Rohrsen RdHampshire, IL 60140 ITEMUNIT UNIT UNIT UNIT UNIT UNIT UNIT UNITNO. DESCRIPTION UNIT QUANTITY PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNTBASE BID ITEMS1 TREE REMOVAL, 6-15 UNIT DIAMETER UNIT 6 50.00$ 300.00$ 25.00$ 150.00$ 42.00$ 252.00$ 50.00$ 300.00$ 40.00$ 240.00$ 2,800.00$ 16,800.00$ 98.00$ 588.00$ 30.00$ 180.00$ 2 TREE ROOT PRUNING EACH 12 110.00$ 1,320.00$ 110.00$ 1,320.00$ 125.00$ 1,500.00$ 500.00$ 6,000.00$ 200.00$ 2,400.00$ 200.00$ 2,400.00$ 294.10$ 3,529.20$ 175.00$ 2,100.00$ 3 CONNECTION TO EXISTING WATER MAIN, 8-INCH EACH 3 4,500.00$ 13,500.00$ 3,000.00$ 9,000.00$ 2,650.00$ 7,950.00$ 3,500.00$ 10,500.00$ 2,335.00$ 7,005.00$ 3,500.00$ 10,500.00$ 3,819.00$ 11,457.00$ 4,000.00$ 12,000.00$ 4PRESSURE CONNECTION WITH TAPPING SLEEVE, AND 8" TAPPING VALVE IN 60" VAULTEACH 1 8,500.00$ 8,500.00$ 8,800.00$ 8,800.00$ 5,000.00$ 5,000.00$ 8,000.00$ 8,000.00$ 7,550.00$ 7,550.00$ 9,080.00$ 9,080.00$ 20,489.00$ 20,489.00$ 7,000.00$ 7,000.00$ 5 WATER MAIN, CLASS 52, WITH POLYETHYLENE WRAP, 8-INCH LF 1,610 90.00$ 144,900.00$ 90.00$ 144,900.00$ 106.00$ 170,660.00$ 108.00$ 173,880.00$ 102.00$ 164,220.00$ 138.50$ 222,985.00$ 135.15$ 217,591.50$ 100.00$ 161,000.00$ 6 GATE VALVE (RESILIENT SEAT) IN VALVE BOX, 8-INCH EACH 5 2,500.00$ 12,500.00$ 2,000.00$ 10,000.00$ 1,750.00$ 8,750.00$ 2,500.00$ 12,500.00$ 2,950.00$ 14,750.00$ 2,210.00$ 11,050.00$ 2,202.00$ 11,010.00$ 2,000.00$ 10,000.00$ 7 LINE STOP, 8-INCH EACH 2 5,800.00$ 11,600.00$ 3,500.00$ 7,000.00$ 5,500.00$ 11,000.00$ 4,400.00$ 8,800.00$ 6,000.00$ 12,000.00$ 9,550.00$ 19,100.00$ 9,178.00$ 18,356.00$ 8,000.00$ 16,000.00$ 8 FIRE HYDRANT ASSEMBLY, WITH AUXILIARY VALVE, 6-INCH MJ EACH 6 4,800.00$ 28,800.00$ 5,000.00$ 30,000.00$ 5,500.00$ 33,000.00$ 5,500.00$ 33,000.00$ 6,585.00$ 39,510.00$ 4,500.00$ 27,000.00$ 6,045.00$ 36,270.00$ 5,000.00$ 30,000.00$ 9 FIRE HYDRANT ASSEMBLY, 6-INCH MJ EACH 1 3,800.00$ 3,800.00$ 4,500.00$ 4,500.00$ 4,000.00$ 4,000.00$ 3,500.00$ 3,500.00$ 4,500.00$ 4,500.00$ 4,000.00$ 4,000.00$ 5,242.00$ 5,242.00$ 4,000.00$ 4,000.00$ 10 DUCTILE IRON FITTINGS LB 1,560 1.00$ 1,560.00$ 5.00$ 7,800.00$ 10.00$ 15,600.00$ 0.01$ 15.60$ 11.00$ 17,160.00$ 6.00$ 9,360.00$ 6.05$ 9,438.00$ 6.00$ 9,360.00$ 11 WATER MAIN PROTECTION, PVC C-900, 12-INCH LF 260 35.00$ 9,100.00$ 90.00$ 23,400.00$ 40.00$ 10,400.00$ 60.00$ 15,600.00$ 60.00$ 15,600.00$ 30.00$ 7,800.00$ 185.50$ 48,230.00$ 80.00$ 20,800.00$ 12 NON-SPECIAL, NON-HAZARDOUS SOIL WASTE DISPOSAL - TYPE 1 TON 50 30.00$ 1,500.00$ 50.00$ 2,500.00$ 40.00$ 2,000.00$ 55.00$ 2,750.00$ 35.00$ 1,750.00$ 110.00$ 5,500.00$ 42.00$ 2,100.00$ 50.00$ 2,500.00$ 13 NON-SPECIAL, NON-HAZARDOUS SOIL WASTE DISPOSAL - TYPE 2 TON 50 10.00$ 500.00$ 50.00$ 2,500.00$ 40.00$ 2,000.00$ 65.00$ 3,250.00$ 35.00$ 1,750.00$ 25.00$ 1,250.00$ 20.00$ 1,000.00$ 50.00$ 2,500.00$ 14 FOUNDATION MATERIAL CY 50 35.00$ 1,750.00$ 1.00$ 50.00$ 48.00$ 2,400.00$ 40.00$ 2,000.00$ 99.00$ 4,950.00$ 48.00$ 2,400.00$ 33.95$ 1,697.50$ 30.00$ 1,500.00$ 15 EXPLORATORY EXCAVATION EACH 2 250.00$ 500.00$ 450.00$ 900.00$ 450.00$ 900.00$ 500.00$ 1,000.00$ 600.00$ 1,200.00$ 5,000.00$ 10,000.00$ 886.00$ 1,772.00$ 500.00$ 1,000.00$ 16 WATER SERVICE CONNECTION, 1-INCH EACH 25 1,500.00$ 37,500.00$ 2,000.00$ 50,000.00$ 1,800.00$ 45,000.00$ 2,000.00$ 50,000.00$ 1,200.00$ 30,000.00$ 1,800.00$ 45,000.00$ 1,732.00$ 43,300.00$ 1,200.00$ 30,000.00$ 17 WATER SERVICE CONNECTION, 1.5-INCH EACH 1 1,750.00$ 1,750.00$ 2,800.00$ 2,800.00$ 2,500.00$ 2,500.00$ 2,300.00$ 2,300.00$ 1,600.00$ 1,600.00$ 1,900.00$ 1,900.00$ 2,418.00$ 2,418.00$ 1,400.00$ 1,400.00$ 18 WATER SERVICE PIPE, 1-INCH TYPE K COPPER LF 767 35.00$ 26,845.00$ 10.00$ 7,670.00$ 25.00$ 19,175.00$ 35.00$ 26,845.00$ 52.50$ 40,267.50$ 40.00$ 30,680.00$ 89.65$ 68,761.55$ 35.00$ 26,845.00$ 19 WATER SERVICE PIPE, 1.5-INCH TYPE K COPPER LF 40 60.00$ 2,400.00$ 20.00$ 800.00$ 37.00$ 1,480.00$ 45.00$ 1,800.00$ 68.00$ 2,720.00$ 50.00$ 2,000.00$ 85.25$ 3,410.00$ 50.00$ 2,000.00$ 20 SANITARY SEWER SERVICE REPAIR, PVC SDR-26, D-2241, 6-INCH EACH 5 500.00$ 2,500.00$ 100.00$ 500.00$ 550.00$ 2,750.00$ 1,000.00$ 5,000.00$ 2,005.00$ 10,025.00$ 8,500.00$ 42,500.00$ 172.00$ 860.00$ 800.00$ 4,000.00$ 21 ABANDON SANITARY SERVICE EACH 1 200.00$ 200.00$ 100.00$ 100.00$ 1,000.00$ 1,000.00$ 1,000.00$ 1,000.00$ 1,600.00$ 1,600.00$ 4,500.00$ 4,500.00$ 32.00$ 32.00$ 500.00$ 500.00$ 22 SANITARY MANHOLE TO BE ADJUSTED EACH 1 750.00$ 750.00$ 1,000.00$ 1,000.00$ 550.00$ 550.00$ 1,000.00$ 1,000.00$ 2,300.00$ 2,300.00$ 1,500.00$ 1,500.00$ 1,171.00$ 1,171.00$ 900.00$ 900.00$ 23 DISCONNECT AND ABANDON EXISTING WATER MAIN EACH 3 2,500.00$ 7,500.00$ 1,200.00$ 3,600.00$ 1,250.00$ 3,750.00$ 1,000.00$ 3,000.00$ 1,500.00$ 4,500.00$ 4,500.00$ 13,500.00$ 2,409.00$ 7,227.00$ 2,000.00$ 6,000.00$ 24 WATER MAIN TESTING - PRESSURE AND DISINFECTION LS 1 3,000.00$ 3,000.00$ 5,000.00$ 5,000.00$ 2,000.00$ 2,000.00$ 3,500.00$ 3,500.00$ 3,800.00$ 3,800.00$ 5,000.00$ 5,000.00$ 7,932.00$ 7,932.00$ 5,000.00$ 5,000.00$ 25COMBINATION CONCRETE CURB AND GUTTER REMOVAL AND REPLACEMENTLF 243 30.00$ 7,290.00$ 36.00$ 8,748.00$ 40.00$ 9,720.00$ 65.00$ 15,795.00$ 68.00$ 16,524.00$ 45.00$ 10,935.00$ 53.95$ 13,109.85$ 50.00$ 12,150.00$ 26 SIDEWALK REMOVAL AND REPLACEMENT SF 155 12.00$ 1,860.00$ 12.00$ 1,860.00$ 12.00$ 1,860.00$ 15.00$ 2,325.00$ 20.00$ 3,100.00$ 26.00$ 4,030.00$ 16.20$ 2,511.00$ 10.00$ 1,550.00$ 27 PCC DRIVEWAY REMOVAL AND REPLACEMENT SY 61 70.00$ 4,270.00$ 75.00$ 4,575.00$ 78.00$ 4,758.00$ 80.00$ 4,880.00$ 91.00$ 5,551.00$ 140.00$ 8,540.00$ 114.40$ 6,978.40$ 75.00$ 4,575.00$ 28 PCC PAVEMENT REMOVAL AND REPLACEMENT SY 10 250.00$ 2,500.00$ 250.00$ 2,500.00$ 200.00$ 2,000.00$ 185.00$ 1,850.00$ 120.00$ 1,200.00$ 250.00$ 2,500.00$ 274.50$ 2,745.00$ 150.00$ 1,500.00$ 29 VALVE VAULT TO BE ABANDONED EACH 1 500.00$ 500.00$ 350.00$ 350.00$ 500.00$ 500.00$ 500.00$ 500.00$ 2,300.00$ 2,300.00$ 950.00$ 950.00$ 781.00$ 781.00$ 500.00$ 500.00$ 30 VALVE BOX TO BE ABANDONED EACH 4 200.00$ 800.00$ 50.00$ 200.00$ 200.00$ 800.00$ 250.00$ 1,000.00$ 500.00$ 2,000.00$ 200.00$ 800.00$ 54.00$ 216.00$ 250.00$ 1,000.00$ 31 FIRE HYDRANT REMOVAL EACH 4 500.00$ 2,000.00$ 750.00$ 3,000.00$ 550.00$ 2,200.00$ 500.00$ 2,000.00$ 600.00$ 2,400.00$ 750.00$ 3,000.00$ 556.00$ 2,224.00$ 600.00$ 2,400.00$ 32 MAILBOX TO BE REMOVED AND REPLACED EACH 4 250.00$ 1,000.00$ 200.00$ 800.00$ 150.00$ 600.00$ 250.00$ 1,000.00$ 250.00$ 1,000.00$ 300.00$ 1,200.00$ 65.00$ 260.00$ 200.00$ 800.00$ 33 SIGN TO BE REMOVED AND RESET EACH 1 150.00$ 150.00$ 200.00$ 200.00$ 150.00$ 150.00$ 500.00$ 500.00$ 300.00$ 300.00$ 200.00$ 200.00$ 260.00$ 260.00$ 200.00$ 200.00$ 34REPLACEMENT TREE, 2.5" CALIPER (MIN.), BALLED AND BURLAPPEDEACH 1 850.00$ 850.00$ 600.00$ 600.00$ 500.00$ 500.00$ 500.00$ 500.00$ 1,000.00$ 1,000.00$ 1,000.00$ 1,000.00$ 1,091.00$ 1,091.00$ 700.00$ 700.00$ 35 RESTORATION SY 700 10.00$ 7,000.00$ 10.00$ 7,000.00$ 11.00$ 7,700.00$ 15.00$ 10,500.00$ 20.00$ 14,000.00$ 10.00$ 7,000.00$ 22.00$ 15,400.00$ 10.00$ 7,000.00$ 722 E. South St. Unit D217 W. John StreetSUPERIOR EXCAVATING CO.1605 Locust RdBRANDT EXCAVATINGMinooka, IL 60447CONLEY EXCAVATING, INC.Plano, IL 60545 Plano, IL 60545PERFORMANCE CONST & ENGMorris, IL 60450H. LINDEN & SONS563 Rt 53Addison, IL 60101424 San Carlos Rd 1555 Gramercy PlBID TABULATION EAST ORANGE STREET WATER MAIN IMPROVEMENTSUNITED CITY OF YORKVILLEENGINEER'S ESTIMATE52 Wheeler RoadSugar Grove, IL 60554Morris, IL 60450ARCHON CONSTRUCTION CO.ENGINEERING ENTERPRISES, INC.52 WHEELER ROAD, SUGAR GROVE, ILLINOIS BID TABULATIONSTARK & SON TRENCHING, INC.BIDS RECD 5/13/201945W826 Rohrsen RdHampshire, IL 60140 ITEMUNIT UNIT UNIT UNIT UNIT UNIT UNIT UNITNO. DESCRIPTION UNIT QUANTITY PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT722 E. South St. Unit D217 W. John StreetSUPERIOR EXCAVATING CO.1605 Locust RdBRANDT EXCAVATINGMinooka, IL 60447CONLEY EXCAVATING, INC.Plano, IL 60545 Plano, IL 60545PERFORMANCE CONST & ENGMorris, IL 60450H. LINDEN & SONS563 Rt 53Addison, IL 60101424 San Carlos Rd 1555 Gramercy PlBID TABULATION EAST ORANGE STREET WATER MAIN IMPROVEMENTSUNITED CITY OF YORKVILLEENGINEER'S ESTIMATE52 Wheeler RoadSugar Grove, IL 60554Morris, IL 60450ARCHON CONSTRUCTION CO.36 TRAFFIC CONTROL AND PROTECTION LS 1 24,105.00$ 24,105.00$ 35,000.00$ 35,000.00$ 20,000.00$ 20,000.00$ 7,000.00$ 7,000.00$ 11,500.00$ 11,500.00$ 10,000.00$ 10,000.00$ 18,542.00$ 18,542.00$ 15,000.00$ 15,000.00$ 37 ALLOWANCE - ITEMS ORDERED BY THE ENGINEER UNIT 15,000 1.00$ 15,000.00$ 1.00$ 15,000.00$ 1.00$ 15,000.00$ 1.00$ 15,000.00$ 1.00$ 15,000.00$ 1.00$ 15,000.00$ 1.00$ 15,000.00$ 1.00$ 15,000.00$ BASE BID TOTAL (ITEMS 1-37)389,900.00$ 404,123.00$ 419,405.00$ 438,390.60$ 467,272.50$ 570,960.00$ 603,000.00$ 418,960.00$ ABOVE/BELOW ENG. ESTIMATE -6.94% -3.54% 0.11% 4.64% 11.53% 36.28% 43.93%ALTERNATE A BID ITEMS38HOT-MIX ASPHALT PAVEMENT REMOVAL, FULL DEPTHSY 1,300 7.50$ 9,750.00$ 9.00$ 11,700.00$ 5.50$ 7,150.00$ 6.25$ 8,125.00$ 60.00$ 78,000.00$ 4.00$ 5,200.00$ 1.45$ 1,885.00$ 10.00$ 13,000.00$ 39HOT-MIX ASPHALT PAVEMENT PATCH, 4-INCHSY 1,300 29.00$ 37,700.00$ 32.00$ 41,600.00$ 32.00$ 41,600.00$ 32.00$ 41,600.00$ 50.00$ 65,000.00$ 45.00$ 58,500.00$ 37.90$ 49,270.00$ 45.00$ 58,500.00$ 40BITUMINOUS MATERIALS (TACK COAT)LB 880 1.00$ 880.00$ 1.00$ 880.00$ 1.00$ 880.00$ 0.90$ 792.00$ 0.50$ 440.00$ 1.00$ 880.00$ 1.10$ 968.00$ 1.00$ 880.00$ ALTERNATE A BID TOTAL (ITEMS 38-40)48,330.00$ 54,180.00$ 49,630.00$ 50,517.00$ 143,440.00$ 64,580.00$ 52,123.00$ 72,380.00$ ALTERNATE B BID ITEMS41HOT-MIX ASPHALT PAVEMENT REMOVAL, FULL DEPTHSY 1,300 7.50$ 9,750.00$ 9.00$ 11,700.00$ 5.50$ 7,150.00$ 6.25$ 8,125.00$ 60.00$ 78,000.00$ 4.00$ 5,200.00$ 2.35$ 3,055.00$ 10.00$ 13,000.00$ 42HOT-MIX ASPHALT PAVEMENT REMOVAL, 4-INCHSY 1,970 6.50$ 12,805.00$ 7.00$ 13,790.00$ 7.00$ 13,790.00$ 7.35$ 14,479.50$ 40.00$ 78,800.00$ 10.00$ 19,700.00$ 8.30$ 16,351.00$ 6.00$ 11,820.00$ 43HOT-MIX ASPHALT PAVEMENT PATCH, 4-INCHSY 175 41.00$ 7,175.00$ 45.00$ 7,875.00$ 46.00$ 8,050.00$ 42.00$ 7,350.00$ 50.00$ 8,750.00$ 59.00$ 10,325.00$ 53.55$ 9,371.25$ 45.00$ 7,875.00$ 44HOT-MIX ASPHALT BINDER COURSE, IL-19.0, 2.5-INCHTON 300 85.00$ 25,500.00$ 88.00$ 26,400.00$ 93.00$ 27,900.00$ 86.00$ 25,800.00$ 102.00$ 30,600.00$ 101.00$ 30,300.00$ 110.65$ 33,195.00$ 120.00$ 36,000.00$ 45HOT-MIX ASPHALT SURFACE COURSE, MIX "D", N50, 1.5-INCHTON 190 95.00$ 18,050.00$ 95.00$ 18,050.00$ 102.00$ 19,380.00$ 94.00$ 17,860.00$ 106.00$ 20,140.00$ 111.00$ 21,090.00$ 120.30$ 22,857.00$ 100.00$ 19,000.00$ 46BITUMINOUS MATERIALS (TACK COAT)LB 1,500 1.00$ 1,500.00$ 1.00$ 1,500.00$ 1.00$ 1,500.00$ 0.90$ 1,350.00$ 0.50$ 750.00$ 1.00$ 1,500.00$ 1.10$ 1,650.00$ 1.00$ 1,500.00$ 47HOT-MIX ASPHALT SURFACE REMOVAL - BUTT JOINTSY 45 20.00$ 900.00$ 20.00$ 900.00$ 19.00$ 855.00$ 18.00$ 810.00$ 12.00$ 540.00$ 21.00$ 945.00$ 22.20$ 999.00$ 10.00$ 450.00$ 48ROADWAY EDGE CRACK SEALINGLF 520 2.50$ 1,300.00$ 3.00$ 1,560.00$ 3.00$ 1,560.00$ 3.00$ 1,560.00$ 4.00$ 2,080.00$ 3.00$ 1,560.00$ 3.25$ 1,690.00$ 2.50$ 1,300.00$ ALTERNATE B BID TOTAL (ITEMS 41-48)76,980.00$ 81,775.00$ 80,185.00$ 77,334.50$ 219,660.00$ 90,620.00$ 89,168.25$ 90,945.00$ ALTERNATE C BID ITEMS49HOT-MIX ASPHALT PAVEMENT REMOVAL, FULL DEPTHSY 1,300 7.50$ 9,750.00$ 9.00$ 11,700.00$ 5.50$ 7,150.00$ 6.25$ 8,125.00$ 60.00$ 78,000.00$ 4.00$ 5,200.00$ 2.60$ 3,380.00$ 10.00$ 13,000.00$ 50HOT-MIX ASPHALT PAVEMENT REMOVAL, 4-INCHSY 2,400 5.70$ 13,680.00$ 7.00$ 16,800.00$ 7.00$ 16,800.00$ 6.20$ 14,880.00$ 40.00$ 96,000.00$ 7.00$ 16,800.00$ 7.45$ 17,880.00$ 6.00$ 14,400.00$ 51HOT-MIX ASPHALT PAVEMENT PATCH, 4-INCHSY 140 45.00$ 6,300.00$ 45.00$ 6,300.00$ 47.00$ 6,580.00$ 44.00$ 6,160.00$ 50.00$ 7,000.00$ 65.00$ 9,100.00$ 55.20$ 7,728.00$ 45.00$ 6,300.00$ 52HOT-MIX ASPHALT BINDER COURSE, IL-19.0, 2.5-INCHTON 360 85.00$ 30,600.00$ 88.00$ 31,680.00$ 90.00$ 32,400.00$ 83.00$ 29,880.00$ 102.00$ 36,720.00$ 100.00$ 36,000.00$ 106.70$ 38,412.00$ 120.00$ 43,200.00$ 53HOT-MIX ASPHALT SURFACE COURSE, MIX "D", N50, 1.5-INCHTON 220 90.00$ 19,800.00$ 95.00$ 20,900.00$ 97.00$ 21,340.00$ 90.00$ 19,800.00$ 106.00$ 23,320.00$ 106.00$ 23,320.00$ 115.60$ 25,432.00$ 100.00$ 22,000.00$ 54BITUMINOUS MATERIALS (TACK COAT)LB 1,720 1.00$ 1,720.00$ 1.00$ 1,720.00$ 1.00$ 1,720.00$ 0.95$ 1,634.00$ 0.50$ 860.00$ 1.00$ 1,720.00$ 1.10$ 1,892.00$ 1.00$ 1,720.00$ 55HOT-MIX ASPHALT SURFACE REMOVAL - BUTT JOINTSY 45 20.00$ 900.00$ 20.00$ 900.00$ 19.00$ 855.00$ 19.00$ 855.00$ 12.00$ 540.00$ 21.00$ 945.00$ 22.20$ 999.00$ 10.00$ 450.00$ 56ROADWAY EDGE CRACK SEALINGLF 520 2.50$ 1,300.00$ 3.00$ 1,560.00$ 3.00$ 1,560.00$ 3.00$ 1,560.00$ 4.00$ 2,080.00$ 3.00$ 1,560.00$ 3.25$ 1,690.00$ 2.50$ 1,300.00$ 57SANITARY MANHOLE TO BE ADJUSTED WITH NEW FRAME AND LID - TYPE 1EA 1 950.00$ 950.00$ 1,500.00$ 1,500.00$ 500.00$ 500.00$ 700.00$ 700.00$ 2,700.00$ 2,700.00$ 2,500.00$ 2,500.00$ 1,587.00$ 1,587.00$ 1,200.00$ 1,200.00$ ALTERNATE C BID TOTAL (ITEMS 49-57)85,000.00$ 93,060.00$ 88,905.00$ 83,594.00$ 247,220.00$ 97,145.00$ 99,000.00$ 103,570.00$ ALTERNATE D BID ITEMS58HOT-MIX ASPHALT PAVEMENT REMOVAL, FULL DEPTHSY 1,300 7.50$ 9,750.00$ 9.00$ 11,700.00$ 5.50$ 7,150.00$ 6.25$ 8,125.00$ 60.00$ 78,000.00$ 4.00$ 5,200.00$ 5.05$ 6,565.00$ 10.00$ 13,000.00$ 59HOT-MIX ASPHALT PAVEMENT REMOVAL, 4-INCHSY 3,360 5.00$ 16,800.00$ 7.00$ 23,520.00$ 6.00$ 20,160.00$ 6.25$ 21,000.00$ 40.00$ 134,400.00$ 6.00$ 20,160.00$ 6.50$ 21,840.00$ 6.00$ 20,160.00$ 60HOT-MIX ASPHALT PAVEMENT PATCH, 4-INCHSY 50 50.00$ 2,500.00$ 50.00$ 2,500.00$ 51.00$ 2,550.00$ 49.00$ 2,450.00$ 50.00$ 2,500.00$ 65.00$ 3,250.00$ 79.90$ 3,995.00$ 45.00$ 2,250.00$ 61HOT-MIX ASPHALT BINDER COURSE, IL-19.0, 2.5-INCHTON 500 80.00$ 40,000.00$ 82.00$ 41,000.00$ 84.00$ 42,000.00$ 78.00$ 39,000.00$ 102.00$ 51,000.00$ 93.00$ 46,500.00$ 111.15$ 55,575.00$ 120.00$ 60,000.00$ 62HOT-MIX ASPHALT SURFACE COURSE, MIX "D", N50, 1.5-INCHTON 300 85.00$ 25,500.00$ 95.00$ 28,500.00$ 91.00$ 27,300.00$ 84.00$ 25,200.00$ 106.00$ 31,800.00$ 99.00$ 29,700.00$ 417.20$ 125,160.00$ 100.00$ 30,000.00$ ENGINEERING ENTERPRISES, INC.52 WHEELER ROAD, SUGAR GROVE, ILLINOIS BID TABULATIONSTARK & SON TRENCHING, INC.BIDS RECD 5/13/201945W826 Rohrsen RdHampshire, IL 60140 ITEMUNIT UNIT UNIT UNIT UNIT UNIT UNIT UNITNO. DESCRIPTION UNIT QUANTITY PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT722 E. South St. Unit D217 W. John StreetSUPERIOR EXCAVATING CO.1605 Locust RdBRANDT EXCAVATINGMinooka, IL 60447CONLEY EXCAVATING, INC.Plano, IL 60545 Plano, IL 60545PERFORMANCE CONST & ENGMorris, IL 60450H. LINDEN & SONS563 Rt 53Addison, IL 60101424 San Carlos Rd 1555 Gramercy PlBID TABULATION EAST ORANGE STREET WATER MAIN IMPROVEMENTSUNITED CITY OF YORKVILLEENGINEER'S ESTIMATE52 Wheeler RoadSugar Grove, IL 60554Morris, IL 60450ARCHON CONSTRUCTION CO.63BITUMINOUS MATERIALS (TACK COAT)LB 2,310 1.00$ 2,310.00$ 1.00$ 2,310.00$ 1.00$ 2,310.00$ 0.95$ 2,194.50$ 0.50$ 1,155.00$ 1.00$ 2,310.00$ 4.75$ 10,972.50$ 1.00$ 2,310.00$ 64HOT-MIX ASPHALT SURFACE REMOVAL - BUTT JOINTSY 45 20.00$ 900.00$ 20.00$ 900.00$ 19.00$ 855.00$ 20.00$ 900.00$ 12.00$ 540.00$ 21.00$ 945.00$ 25.75$ 1,158.75$ 10.00$ 450.00$ 65ROADWAY EDGE CRACK SEALINGLF 1,040 2.50$ 2,600.00$ 3.00$ 3,120.00$ 3.00$ 3,120.00$ 3.00$ 3,120.00$ 4.00$ 4,160.00$ 3.00$ 3,120.00$ 31.80$ 33,072.00$ 2.50$ 2,600.00$ 66SANITARY MANHOLE TO BE ADJUSTED WITH NEW FRAME AND LID - TYPE 1EA 1 950.00$ 950.00$ 1,500.00$ 1,500.00$ 500.00$ 500.00$ 700.00$ 700.00$ 2,700.00$ 2,700.00$ 2,500.00$ 2,500.00$ 4,411.75$ 4,411.75$ 1,200.00$ 1,200.00$ ALTERNATE D BID TOTAL (ITEMS 58-66)101,310.00$ 115,050.00$ 105,945.00$ 102,689.50$ 306,255.00$ 113,685.00$ 262,750.00$ 131,970.00$ TOTAL BASE BID389,900.00$ 404,123.00$ 419,405.00$ 438,390.60$ 467,272.50$ 570,960.00$ 603,000.00$ 418,960.00$ TOTAL ALTERNATE A BID48,330.00$ 54,180.00$ 49,630.00$ 50,517.00$ 143,440.00$ 64,580.00$ 52,123.00$ 72,380.00$ TOTAL ALTERNATE B BID76,980.00$ 81,775.00$ 80,185.00$ 77,334.50$ 219,660.00$ 90,620.00$ 89,168.25$ 90,945.00$ TOTAL ALTERNATE C BID85,000.00$ 93,060.00$ 88,905.00$ 83,594.00$ 247,220.00$ 97,145.00$ 99,000.00$ 103,570.00$ TOTAL ALTERNATE D BID101,310.00$ 115,050.00$ 105,945.00$ 102,689.50$ 306,255.00$ 113,685.00$ 262,750.00$ 131,970.00$ TOTAL BASE BID + ALTERNATE A BID438,230.00$ 458,303.00$ 469,035.00$ 488,907.60$ 610,712.50$ 635,540.00$ 655,123.00$ 491,340.00$ TOTAL BASE BID + ALTERNATE B BID466,880.00$ 485,898.00$ 499,590.00$ 515,725.10$ 686,932.50$ 661,580.00$ 692,168.25$ 509,905.00$ TOTAL BASE BID + ALTERNATE C BID474,900.00$ 497,183.00$ 508,310.00$ 521,984.60$ 714,492.50$ 668,105.00$ 702,000.00$ 522,530.00$ TOTAL BASE BID + ALTERNATE D BID491,210.00$ 519,173.00$ 525,350.00$ 541,080.10$ 773,527.50$ 684,645.00$ 865,750.00$ 550,930.00$ CORRECTED NUMBERS FROM BIDENGINEERING ENTERPRISES, INC.52 WHEELER ROAD, SUGAR GROVE, ILLINOIS GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GFGF !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!(!( !(!( !( !(!( !( !( !( !(!( !(!(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!(!(MillFox BridgeMainOrange Washington Colonial S c h o ol h o u s eHeustis Illini Olsen WalterBell DeerDolph Beecher Elizabeth Engineering Enterprises, Inc. 52 Wheeler Road Sugar Grove, Illinois 60554 (630) 466-6700 Legend !(VALVE GF HYDRANT UNKNOWN WATER MAIN 3" WATER MAIN AND SMALLER 4" WATER MAIN 6" WATER MAN 8" WATER MAIN 10" WATER MAIN 12" WATER MAIN 16" WATER MAIN WATER IMPROVEMENT LIMITS LOCATION MAP www.eeiweb.com DATE: PROJECT NO.: FILE: PATH: BY: December 2017 YO1751 YO1751_Location Map.mxd.MXD H:\GIS\PUBLIC\YORKVILLE\2016\ MJT ³ 300 0 300150 Feet Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/gov_officials.php Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Human Resources Community Development Police Public Works Agenda Item Number New Business #2 Tracking Number PW 2019-32 Church Street Sanitary Sewer Improvements Public Works Committee – May 21, 2019 Majority Consideration of Contract Award Consideration of Bid Award Brad Sanderson Engineering Name Department Bids were received, opened and tabulated for work to be done on the project at 11:15 a.m., May 13, 2019. Representatives of contractors bidding the project, Carri Parker (Purchasing Manager) and our firm were in attendance. A tabulation of the bids which includes the engineer’s estimate is attached for your information and record. The City had budgeted $100,000 for this project in FY2020. The low bid was higher than our engineer’s estimate but is within budget for the project. Since this is a relatively small project, we do not feel that there would be an advantage in re-bidding the project. Therefore, we recommend the acceptance of the bid and approval of award be made to the low bidder, Performance Construction and Engineering, LLC 217 W. John Street, Plano, Illinois 60545 in the amount of $54,350. If you have any questions or require additional information, please let us know. Memorandum To: Bart Olson, City Administrator From: Brad Sanderson, EEI CC: Eric Dhuse, Director of Public Works Krysti Barksdale-Noble, Community Dev. Dir. Lisa Pickering, Deputy City Clerk Date: May 13, 2019 Subject: Church Street Sanitary Sewer Improvements BID TABULATIONARCHON CONSTRUCTIONBIDS RECD 5/13/2019563 Rt 53Addison, IL 60101 ITEMUNIT UNIT UNIT UNIT UNIT UNIT UNITNO. DESCRIPTION UNIT QUANTITY PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT1 TYPE A SANITARY MANHOLE, 4' DIA EACH 1 8,500.00$ 8,500.00$ 13,810.00$ 13,810.00$ 8,000.00$ 8,000.00$ 8,000.00$ 8,000.00$ 7,500.00$ 7,500.00$ 14,517.00$ 14,517.00$ 6,500.00$ 6,500.00$ 2 SANITARY MANHOLE VACUUM TESTING EACH 1 1,000.00$ 1,000.00$ 600.00$ 600.00$ 175.00$ 175.00$ 1,500.00$ 1,500.00$ 300.00$ 300.00$ 966.00$ 966.00$ 500.00$ 500.00$ 3 SANITARY SEWER POINT REPAIR, 10" LF 20 750.00$ 15,000.00$ 800.00$ 16,000.00$ 1,010.00$ 20,200.00$ 500.00$ 10,000.00$ 1,000.00$ 20,000.00$ 897.20$ 17,944.00$ 100.00$ 2,000.00$ 4CURED-IN-PLACE LINING, 10"LF 165 70.00$ 11,550.00$ 96.00$ 15,840.00$ 130.00$ 21,450.00$ 130.00$ 21,450.00$ 83.00$ 13,695.00$ 84.95$ 14,016.75$ 75.00$ 12,375.00$ 5ABANDON EXISTING SANITARY SEWER, 10"LF 1 100.00$ 100.00$ 1,150.00$ 1,150.00$ 2,850.00$ 2,850.00$ 2,500.00$ 2,500.00$ 8,000.00$ 8,000.00$ 838.00$ 838.00$ 1,000.00$ 1,000.00$ 6AGGREGATE SHOULDER REMOVAL AND REPLACEMENTSY 5 50.00$ 250.00$ 65.00$ 325.00$ 15.00$ 75.00$ 30.00$ 150.00$ 25.00$ 125.00$ 167.65$ 838.25$ 40.00$ 200.00$ 7HOT-MIX ASPHALT PAVEMENT REMOVALSY 45 10.00$ 450.00$ 30.00$ 1,350.00$ 6.00$ 270.00$ 15.00$ 675.00$ 10.00$ 450.00$ 20.45$ 920.25$ 20.00$ 900.00$ 8 HOT-MIX ASPHALT PATCH, SPECIAL SY 45 75.00$ 3,375.00$ 80.00$ 3,600.00$ 55.00$ 2,475.00$ 65.00$ 2,925.00$ 150.00$ 6,750.00$ 144.55$ 6,504.75$ 100.00$ 4,500.00$ 9 SIDEWALK REMOVAL AND REPLACEMENT SF 25 30.00$ 750.00$ 50.00$ 1,250.00$ 12.00$ 300.00$ 25.00$ 625.00$ 64.00$ 1,600.00$ 75.30$ 1,882.50$ 20.00$ 500.00$ 10 DETECTABLE WARNING SF 10 25.00$ 250.00$ 100.00$ 1,000.00$ 36.00$ 360.00$ 45.00$ 450.00$ 50.00$ 500.00$ 180.80$ 1,808.00$ 30.00$ 300.00$ 11 EXPLORATORY EXCAVATIONEACH 3250.00$ 750.00$ 600.00$ 1,800.00$ 360.00$ 1,080.00$ 200.00$ 600.00$ 450.00$ 1,350.00$ 696.00$ 2,088.00$ 500.00$ 1,500.00$ 12 NON-SPECIAL, NON-HAZARDHOUSE SOIL WASTE DISPOSAL - TYPE 1 TON 10 50.00$ 500.00$ 50.00$ 500.00$ 40.00$ 400.00$ 50.00$ 500.00$ 34.00$ 340.00$ 81.45$ 814.50$ 50.00$ 500.00$ 13 NON-SPECIAL, NON-HAZARDHOUSE SOIL WASTE DISPOSAL - TYPE 2 TON 10 20.00$ 200.00$ 50.00$ 500.00$ 40.00$ 400.00$ 50.00$ 500.00$ 34.00$ 340.00$ 44.35$ 443.50$ 50.00$ 500.00$ 14 PAVEMENT MARKING, 4" LF 15 25.00$ 375.00$ 50.00$ 750.00$ 50.00$ 750.00$ 10.00$ 150.00$ 10.00$ 150.00$ 257.05$ 3,855.75$ 10.00$ 150.00$ 15 RESTORATION SY 10 75.00$ 750.00$ 150.00$ 1,500.00$ 20.00$ 200.00$ 35.00$ 350.00$ 25.00$ 250.00$ 169.65$ 1,696.50$ 25.00$ 250.00$ 16TRAFFIC CONTROL AND PROTECTIONLSUM 1 5,550.00$ 5,550.00$ 5,000.00$ 5,000.00$ 8,000.00$ 8,000.00$ 19,000.00$ 19,000.00$ 10,000.00$ 10,000.00$ 3,091.25$ 3,091.25$ 5,000.00$ 5,000.00$ 17ALLOWANCE - ITEMS ORDERED BY THE ENGINEERUNIT 5,000 1.00$ 5,000.00$ 1.00$ 5,000.00$ 1.00$ 5,000.00$ 1.00$ 5,000.00$ 1.00$ 5,000.00$ 1.00$ 5,000.00$ 1.00$ 5,000.00$ TOTAL54,350.00$ 69,975.00$ 71,985.00$ 74,375.00$ 76,350.00$ 77,225.00$ 41,675.00$ % BELOW/ABOVE ENGINEER'S ESTIMATE30.4% 67.9% 72.7% 78.5% 83.2% 85.3%ENGINEER'S ESTIMATE52 Wheeler RoadSugar Grove, IL 60554CONLEY EXCAVATING722 E. South St. Unit D1555 Gramercy PlMinooka, IL 60447BRANDT EXCAVATINGSUPERIOR EXCAVATING CO.Plano, IL 60545 Morris, IL 60450PERFORMANCE CONST & ENGPlano, IL 60545BID TABULATION CHURCH STREET SANITARY SEWER IMPROVEMENTSUNITED CITY OF YORKVILLE1605 Locust Rd217 W. John StreetH. LINDEN & SONSMorris, IL 60450424 San Carlos RdENGINEERING ENTERPRISES, INC.52 WHEELER ROAD, SUGAR GROVE, ILLINOIS !.!. !. !. !. !. !. !.!. !. !. !. !. !. !. !.!. !. !. !. !.!. !.!. !.!. !. !. !.!. !. !. !. !. !. !. !. !. !. !. !. !. !.!.!.!. !.!. W Somonauk St S Bridge StN Bridge StTower LnGameFarm Rd Church StE Somonauk St E Spring St E Center St E Main St W Main St W Spring St W Center St King StW River StWest StEngineering Enterprises, Inc. 52 Wheeler Road Sugar Grove, Illinois 60554 (630) 466-6700 Legend !.SANITARY MANHOLE UNKNOWN SANITARY SEWER 4" SANITARY SEWER 6" SANITARY SEWER 8" SANITARY SEWER 10" SANITARY SEWER 12" SANITARY SEWER 14" SANITARY SEWER 15" SANITARY SEWER 16" SANITARY SEWER SANITARY SEWER IMPROVEMENTS LOCATION MAP www.eeiweb.com DATE: PROJECT NO.: FILE: PATH: BY: FEBRUARY 2019 YO1903 YO1903_Church St. PSA.MXD H:\GIS\PUBLIC\YORKVILLE\2019\ MJT ³ 200 0 200100 Feet Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Human Resources Community Development Police Public Works Parks and Recreation Agenda Item Number New Business #3 Tracking Number PW 2019-33 Route 71 Improvements – Subordination of Surface Rights Public Works Committee – May 21, 2019 Majority Consideration of Approval Consideration of Approval Brad Sanderson Engineering Name Department Attached please find a letter from IDOT regarding the subordination of surface rights for the Route 71 project. The subordination of surface rights is necessary for IDOT to complete its right of way acquisition process. The City Attorney has reviewed the documentation provided by IDOT and support the request. A draft ordinance has been prepared and is attached. If you have any questions or require additional information, please let us know. Memorandum To: Bart Olson, City Administrator From: Brad Sanderson, EEI CC: Eric Dhuse, Director of Public Works Kathleen Field-Orr, City Attorney Lisa Pickering, Deputy City Clerk Date: May 1, 2019 Subject: Route 71 Improvements – Subordination of Surface Rights Ordinance No. 2019-____ Page 1 Ordinance No. 2019-_____ AN ORDINANCE AUTHORIZING THE SUBORDINATION OF SURFACE RIGHTS FOR PUBLIC ROAD PURPOSES TO THE STATE OF ILLINOIS FOR THE ILLINOIS ROUTE 71 PROJECT FROM ILLINOIS 47 TO ORCHARD ROAD WHEREAS, the United City of Yorkville, Kendall County, Illinois (the “City”) is a duly organized and validly existing non home-rule municipality created in accordance with the Constitution of the State of Illinois of 1970 and the laws of the State; and, WHEREAS, the Illinois Department of Transportation is preparing for the improvement of a portion of Illinois Route 71 within the City over which the City has easements and has requested that the City subordinate its easement rights so it can construct the roadway improvements; and, WHEREAS, the City desires to subordinate to the State of Illinois, Department of Transportation its interests in certain easements of the City filed in the Recorder’s Office of Kendall County, as set forth in the attached Subordination Agreement to the State of Illinois to construct, reconstruct, operate, maintain and control access to that portion of FAP 311 (Illinois Route 71) Section (1, 1-1)R), Job No. R-93-005-10, on various parcels from Illinois 47 to Orchard Road located within the City. NOW, THEREFORE, BE IT ORDAINED by the Mayor and City Council of the United City of Yorkville, Kendall County, Illinois, as follows: Section 1: The document entitled STATE OF ILLINOIS DEPARTMENT OF TRANSPORTATION Office of Program Development SUBORDINATION OF SURFACE RIGHTS FOR PUBLIC ROAD PURPOSES, attached hereto and made a part hereof, is hereby approved and the Mayor and City Clerk are hereby authorized to execute and deliver said document on behalf of the City. Ordinance No. 2019-____ Page 2 Section 2: The Mayor and City Clerk are hereby authorized to execute any and all additional documents as may be required to implement the terms thereof. Section 3: This Ordinance shall be in full force and effect from and after its passage, approval, and publication in pamphlet form as provided by law. Passed by the City Council of the United City of Yorkville, Kendall County, Illinois, this ______ day of __________________, 2019. ______________________________ CITY CLERK KEN KOCH ________ DAN TRANSIER ________ JACKIE MILSCHEWSKI ________ ARDEN JOE PLOCHER ________ CHRIS FUNKHOUSER ________ JOEL FRIEDERS ________ SEAVER TARULIS ________ JASON PETERSON ________ APPROVED by me, as Mayor of the United City of Yorkville, Kendall County, Illinois, this ______ day of __________________, 2019. ____________________________________ MAYOR Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Human Resources Community Development Police Public Works Parks and Recreation Agenda Item Number New Business #4 Tracking Number PW 2019-34 Route 47 Improvements (Kennedy Road to Cross Street) – Letter of Understanding Public Works Committee – May 21, 2019 Majority Consideration of Approval Consideration of Approval Brad Sanderson Engineering Name Department Attached is a letter from IDOT for the above referenced project. The intent of the letter is to summarize the anticipated costs and maintenance responsibilities to the City for the project. Currently, the work from Galena Road to Cross Street in Sugar Grove is tentatively scheduled to be performed in IDOT’s current multi-year Proposed Highway Improvement Program. The remaining portion is not currently funded for construction. The agreement and costs are for the entire project from Kennedy Road to Cross Street. There are a couple of items that are worth highlighting. They are as follows:  This agreement includes the short extension of Bristol Bay Road to Rt 47. From a coordination and constructability standpoint it makes sense to include as part of the project.  The Baseline Road bridge will be reconstructed as part of the project.  The replacement of the newly constructed signals at Wrigley Way is included as a worst-case scenario as the timing of those improvements are uncertain. The total local share is anticipated to be $656,400 as summarized below. Cost Share Item Est. Const. Cost Est. Local Share of Const. Cost Est. Local Share of Eng. Cost Total Est. Local Cost Share Kennedy Road Signals $220,000 $14,500 $2,200 $16,700 Cannonball Trail Signals $280,000 $28,000 $4,200 $32,200 Wrigley Way Signals (100% City) $280,000 $280,000 $42,000 $322,000 Boombah Boulevard Signals $220,000 $14,500 $2,200 $16,700 Waterpark Way Signals $220,000 $14,500 $2,200 $16,700 Baseline Road Signals $280,000 $14,000 $2,100 $16,100 Emergency Pre-Emption $40,000 $40,000 $6,000 $46,000 Combination Highway Lighting $50,000 $50,000 $7,500 $57,500 Shared Use Path $326,000 $65,000 $10,000 $75,000 Extension of Bristol Bay Road $50,000 $50,000 $7,500 $57,500 Total: $1,966,000 $570,500 $85,900 $656,400 Memorandum To: Bart Olson, City Administrator From: Brad Sanderson, EEI CC: Eric Dhuse, Director of Public Works Krysti Barksdale-Noble, Community Dev. Dir. Lisa Pickering, Deputy City Clerk Date: May 1, 2019 Subject: Rt 47 Improvements (Kennedy Road to Cross Street) After construction, the City’s maintenance responsibilities will be:  Percent shared based on legs - Traffic signal maintenance at Kennedy Road, Cannonball Trail, Boombah Boulevard, Waterpark Way and Baseline Road  100% Traffic signal maintenance at Wrigley Way  100% Emergency pre-emption  100% Combination highway lighting  100% Bristol Bay Drive  100% Shared use path  100% Baseline Road Bridge The responsibilities noted above are consistent with IDOT policy and recent City/IDOT agreements. At this time, IDOT is requesting that the City concur with the preliminary cost participation and agrees to the maintenance responsibilities as described in the letter. We are recommending concurrence. Once final design is complete, IDOT will provide a formal City/State Agreement that will further refine the costs. If you have any questions or require additional information, please let us know. Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Human Resources Community Development Police Public Works Parks and Recreation Agenda Item Number New Business #5 Tracking Number PW 2019-35 Invitation to Bid on the Single Group Sale of Five City Vehicles - Results Public Works Committee – May 21, 2019 N/A Majority Approval See Attached Memo Carri Parker, Purchasing Manager Administration Name Department Summary Authorize the Purchasing Manager to dispose of the vehicles through donation, scrap, or refuse of all five vehicles listed within the bid document. Background In 2018, the City Council approved an authorization for Staff to dispose of five (5) public works department owned vehicles through the sealed bid process. Purchasing Manager Parker released an Invitation to Bid on April 18, 2019 with a public opening on May 7, 2019. The City did not receive any sealed bid(s). As a result of the condition of the vehicles, staff believes this had an large effect on the bid response and any other means to sell the vehicles. Recommendation Staff recommends the Committee recommend to the City Council the authorization for the Purchasing Manager to dispose of the vehicles through donation, scrap, or refuse of all five vehicles listed within the bid document and requests the Committee recommend to the Mayor to sign the titles on behalf of the City. Attachments  Invitation to Bid the Sale of a City Vehicle Memorandum To: Public Works Committee From: Eric Dhuse, Public Works Director Carri Parker, Purchasing Manager CC: Bart Olson, City Administrator Date: May 21, 2019 Subject: Invitation to Bid on the Single Group Sale of Five City Vehicles INVITATION TO BID ON THE SINGLE GROUP SALE OF FIVE CITY VEHICLES Deadline: Tuesday, May 7, 2019 9:00 a.m. Local Time LEGAL NOTICE INVITATION FOR BID The United City of Yorkville, Illinois will accept sealed bids for the group sale of five (5) City Vehicles. The vehicles will NOT be sold individually. Sealed bids will be received at the address listed below until Tuesday, May 7, 2019, at 9:00 a.m. local time. Bids will be publicly opened and read aloud at this time. All proposals should be addressed to: United City of Yorkville Re: (Contractor name) Sealed Bid for City Vehicles Attention: Carri Parker, Purchasing Manager 800 Game Farm Road Yorkville, IL 60560 Bid packets are available online at http://www.yorkville.il.us. The link can be found under the Business Tab-Bids & RFPs. Additional packets may be picked up at the United City of Yorkville City Hall, 800 Game Farm Road, Yorkville, IL 60560. Please contact the Purchasing Manager to schedule a time to pick up the packet. A pre-bid meeting to view the vehicles for sale will be held on Thursday, April 25, 2019 at 1:00 p.m. local time (Weather Permitting) at 2224 Tremont Ave (Water Tower), Yorkville, IL 60560. Parking available in parking lot outside of fenced area, gates will open at 12:45 p.m. until 2:00 pm. Any questions or interpretation request regarding this Legal Notice or actual bid specifications shall be directed to Carri Parker, Purchasing Manager in writing at cparker@yorkville.il.us, not less than ten (10) business days prior to the scheduled bid opening date. The bidder shall at all times observe and conform to all laws, ordinances, and regulations of the Federal, State, and City which may in any manner affect the preparation of bids or the performance of the contract. Carri Parker Purchasing Manager GENERAL CONDITIONS The City is seeking sealed bids for the group purchase of five City Vehicles. Bidders are required to: 1. Submit a sealed bid, in an envelope marked “City Vehicle Sealed Bid”. Bids must be delivered to the United City of Yorkville, attn. Carri Parker, Purchasing Manager, 800 Game Farm Road, Yorkville, IL 60560 no later than Tuesday, May 7, 2019, at 9:00 a.m. local time. No bids received after that date and time will be accepted. Bids will be opened at this time and read out loud. 2. Submission of a bid constitutes acceptance of all terms of this Solicitation, without exception. Bids that reference exceptions to these terms may be rejected by the City. 3. All bids must be a minimum of $2,000.00, in US dollars, in whole for the group purchase of all five (5) vehicles. 4. The vehicles are sold on an “as is, where is” basis to the highest bidder. The high bidder must make arrangements for pick up and removal of vehicle(s) 2224 Tremont Ave. Yorkville, IL 60560. Award shall be made to the highest bidder on a total cost basis. 5. The City reserves the right to review all bids and determine which bid is in the best interests of the City. The City reserves the right to waive bidding, to reject any or all bids, or to contract directly with any party in its sole discretion. The City reserves the right to require strict conformity to these specifications, or to waive any irregularity, in its absolute and sole discretion. 6. All bids shall be accompanied by a certified check in an amount not less than 100% of the total bid price. The certified check of the successful bidder will be retained by the City and applied towards the purchase price. In the event that the successful bidder fails to close on the sale of the vehicle for any reason following bid opening or fails to remove the vehicles form the City’s property, the bid deposit shall be forfeit to the City as liquidated damages to cover the City’s costs of advertisement and conduct of the bid process. Vehicles not removed from City property shall be towed at owner’s expense as an abandoned vehicle. The certified check(s) of all unsuccessful bidders will be returned after the selection of the successful bidder is approved by the City Council. 7. Once approved, the successful bidder will be required to acknowledge receipt of a bill of sale for each vehicle. 8. The successful bidder shall remove the vehicle from the City premises by Friday, June 14, 2019 once offer is accepted. 9. Bidder must return the following documents: a. Completed and Signed Bid Form b. Cashier’s Check for the full amount of bid c. Completed and signed all five (5) Bill of Sale Forms TIMELINE Process Steps Estimated Date(s) Release and Issuance of the Invitation To Bid (ITB) Thursday, April 18, 2019 at 8:00 a.m. Pre-Bid Meeting Thursday, April 25, 2019 at 1:00 p.m. Bid Due Date Tuesday, May 7, 2019 at 9:00 a.m. Public Works Committee Approval Tuesday, May 21, 2019 City Council Approval Tuesday, May 28, 2019 Removal of Vehicles Deadline Friday, June 14, 2019 by 12:00 p.m. SPECIFICATIONS VEHICLE #1 VEHICLE #2 VIN#: 2G1WD5E35C1305686 MAKE: Chevrolet MODEL: Impala YEAR: 2012 STYLE: Sedan FUEL: Gasoline MILEAGE: 99,437 VIN#: 2FTRF17W63CA55586 MAKE: Ford MODEL: F150 YEAR: 2003 STYLE: Truck FUEL: Gasoline MILEAGE: 108,028 VEHICLE #3 VEHICLE #4 VIN#: 1FAFP53U25A155061 MAKE: Ford MODEL: Taurus SE YEAR: 2005 STYLE: Sedan FUEL: Gasoline MILEAGE: 57,793 VIN#: 2FTRF17WX4CA17005 MAKE: Ford MODEL: F150 YEAR: 2003 STYLE: Truck FUEL: Gasoline MILEAGE: 131,992 VEHICLE #5 VIN#: 1FMPU16LXYLA91620 MAKE: Ford MODEL: Expedition YEAR: 2000 STYLE: SUV FUEL: Gasoline MILEAGE: 106,100 PRE-BID MEETING The United City of Yorkville will hold a pre-bid meeting to view the five (5) vehicles for sale on Thursday, April 25, 2019 at 1:00 p.m. until 2:00 pm local time (Weather Permitting) at 2224 Tremont Ave (Water Tower), Yorkville, IL 60560. Parking available in parking lot outside of fenced area, gates will open at 12:45 p.m. BID FORM ______________________________________(buyer name) herein called the Buyer(s), hereby offer(s) and agree(s) to purchase from the United City of Yorkville, a Municipal Corporation, hereinafter called the City, at the price subject to the terms of the Invitation To Bid the following vehicles. VEHICLE #1 VEHICLE #2 VEHICLE #3 VIN#: 2G1WD5E35C1305686 MAKE: Chevrolet MODEL: Impala YEAR: 2012 STYLE: Sedan FUEL: Gasoline MILEAGE: 99,437 VIN#: 2FTRF17W63CA55586 MAKE: Ford MODEL: F150 YEAR: 2003 STYLE: Truck FUEL: Gasoline MILEAGE: 108,028 VIN#: 1FAFP53U25A155061 MAKE: Ford MODEL: Taurus SE YEAR: 2005 STYLE: Sedan FUEL: Gasoline MILEAGE: 57,793 VEHICLE #4 VEHICLE #5 VIN#: 2FTRF17WX4CA17005 MAKE: Ford MODEL: F150 YEAR: 2003 STYLE: Truck FUEL: Gasoline MILEAGE: 131,992 VIN#: 1FMPU16LXYLA91620 MAKE: Ford MODEL: Expedition YEAR: 2000 STYLE: SUV FUEL: Gasoline MILEAGE: 106,100 Vehicles are sold “AS IS” as described in the Bill Of Sale and the City is not responsible for the property upon acceptance of this Bid. Final sale shall be within fourteen (14) days of acceptance of this agreement, unless otherwise agreed to by the parties. This sale is subject to approval by the City Council, and the City reserves the right to reject any and all offers. Method of Payment: A. Certified Check Payable to the United City of Yorkville $ Print Name of Buyer(s) Address (Street, City, State and Zip Code) Phone Number Signature of Buyer(s) Date BILL OF SALE STATE OF ILLINOIS COUNTY OF KENDALL Seller, the United City of Yorkville, 800 Game Farm Road, Yorkville, Illinois, in consideration of $___________, which has been received, hereby sells and transfers to Buyer, ____________________________________ of _____________________________________________, Illinois Name Address the following motor vehicle: VIN#: 2G1WD5E35C1305686 MAKE: Chevrolet MODEL: Impala YEAR: 2012 STYLE: Sedan FUEL: Gasoline MILEAGE: 99,437 Seller hereby represents and warrants to Buyer that Seller is the absolute owner of said vehicle, that said vehicle is free and clear of all liens, charges and encumbrances, and the Seller has full right, power and authority to sell said vehicle and to make this Bill of Sale. ALL WARRANTIES OF QUALITY, FITNESS, AND MERCHANTABILITY ARE HEREBY EXCLUDED, AND THE BUYER ACCEPTS THE VEHICLE IN ITS PRESENT “AS IS” CONDITION. The Village disclaims all warranties and representations of any kind or nature, whether oral or written, express or implied, concerning the vehicle. The transfer of the vehicle is pursuant to any known or unknown deficiencies or defects of or with respect to the vehicle, and an agreement by the Buyer not to assert any claim and to indemnify and hold harmless the City its officials, employees and agents from any liability resulting from the vehicle. Seller certifies to the best of its knowledge that the odometer reading now reads 99,437 (no tenths) miles and reflects the actual mileage of the vehicle described above. IN WITNESS WHEREOF, Seller has signed this Bill of Sale on this _______ day of __________ 2019. _________________________________________ Print name and title________________________________________________________________ Buyer: _________________________________________ Date: __________________ Print name _________________________________________ ) ) SS ) BILL OF SALE STATE OF ILLINOIS COUNTY OF KENDALL Seller, the United City of Yorkville, 800 Game Farm Road, Yorkville, Illinois, in consideration of $___________, which has been received, hereby sells and transfers to Buyer, ____________________________________ of _____________________________________________, Illinois Name Address the following motor vehicle: VIN#: 2FTRF17W63CA55586 MAKE: Ford MODEL: F150 YEAR: 2003 STYLE: Truck FUEL: Gasoline MILEAGE: 108,028 Seller hereby represents and warrants to Buyer that Seller is the absolute owner of said vehicle, that said vehicle is free and clear of all liens, charges and encumbrances, and the Seller has full right, power and authority to sell said vehicle and to make this Bill of Sale. ALL WARRANTIES OF QUALITY, FITNESS, AND MERCHANTABILITY ARE HEREBY EXCLUDED, AND THE BUYER ACCEPTS THE VEHICLE IN ITS PRESENT “AS IS” CONDITION. The Village disclaims all warranties and representations of any kind or nature, whether oral or written, express or implied, concerning the vehicle. The transfer of the vehicle is pursuant to any known or unknown deficiencies or defects of or with respect to the vehicle, and an agreement by the Buyer not to assert any claim and to indemnify and hold harmless the City its officials, employees and agents from any liability resulting from the vehicle. Seller certifies to the best of its knowledge that the odometer reading now reads 108,028 (no tenths) miles and reflects the actual mileage of the vehicle described above. IN WITNESS WHEREOF, Seller has signed this Bill of Sale on this _______ day of __________ 2019. _________________________________________ Print name and title________________________________________________________________ Buyer: _________________________________________ Date: __________________ Print name _________________________________________ ) ) SS ) BILL OF SALE STATE OF ILLINOIS COUNTY OF KENDALL Seller, the United City of Yorkville, 800 Game Farm Road, Yorkville, Illinois, in consideration of $___________, which has been received, hereby sells and transfers to Buyer, ____________________________________ of _____________________________________________, Illinois Name Address the following motor vehicle: VIN#: 1FAFP53U25A155061 MAKE: Ford MODEL: Taurus SE YEAR: 2005 STYLE: Sedan FUEL: Gasoline MILEAGE: 57,793 Seller hereby represents and warrants to Buyer that Seller is the absolute owner of said vehicle, that said vehicle is free and clear of all liens, charges and encumbrances, and the Seller has full right, power and authority to sell said vehicle and to make this Bill of Sale. ALL WARRANTIES OF QUALITY, FITNESS, AND MERCHANTABILITY ARE HEREBY EXCLUDED, AND THE BUYER ACCEPTS THE VEHICLE IN ITS PRESENT “AS IS” CONDITION. The Village disclaims all warranties and representations of any kind or nature, whether oral or written, express or implied, concerning the vehicle. The transfer of the vehicle is pursuant to any known or unknown deficiencies or defects of or with respect to the vehicle, and an agreement by the Buyer not to assert any claim and to indemnify and hold harmless the City its officials, employees and agents from any liability resulting from the vehicle. Seller certifies to the best of its knowledge that the odometer reading now reads 57,793 (no tenths) miles and reflects the actual mileage of the vehicle described above. IN WITNESS WHEREOF, Seller has signed this Bill of Sale on this _______ day of __________ 2019. _________________________________________ Print name and title________________________________________________________________ Buyer: _________________________________________ Date: __________________ Print name _________________________________________ ) ) SS ) BILL OF SALE STATE OF ILLINOIS COUNTY OF KENDALL Seller, the United City of Yorkville, 800 Game Farm Road, Yorkville, Illinois, in consideration of $___________, which has been received, hereby sells and transfers to Buyer, ____________________________________ of _____________________________________________, Illinois Name Address the following motor vehicle: VIN#: 2FTRF17WX4CA17005 MAKE: Ford MODEL: F150 YEAR: 2003 STYLE: Truck FUEL: Gasoline MILEAGE: 131,992 Seller hereby represents and warrants to Buyer that Seller is the absolute owner of said vehicle, that said vehicle is free and clear of all liens, charges and encumbrances, and the Seller has full right, power and authority to sell said vehicle and to make this Bill of Sale. ALL WARRANTIES OF QUALITY, FITNESS, AND MERCHANTABILITY ARE HEREBY EXCLUDED, AND THE BUYER ACCEPTS THE VEHICLE IN ITS PRESENT “AS IS” CONDITION. The Village disclaims all warranties and representations of any kind or nature, whether oral or written, express or implied, concerning the vehicle. The transfer of the vehicle is pursuant to any known or unknown deficiencies or defects of or with respect to the vehicle, and an agreement by the Buyer not to assert any claim and to indemnify and hold harmless the City its officials, employees and agents from any liability resulting from the vehicle. Seller certifies to the best of its knowledge that the odometer reading now reads 131,992 (no tenths) miles and reflects the actual mileage of the vehicle described above. IN WITNESS WHEREOF, Seller has signed this Bill of Sale on this _______ day of __________ 2019. _________________________________________ Print name and title________________________________________________________________ Buyer: _________________________________________ Date: __________________ Print name _________________________________________ ) ) SS ) BILL OF SALE STATE OF ILLINOIS COUNTY OF KENDALL Seller, the United City of Yorkville, 800 Game Farm Road, Yorkville, Illinois, in consideration of $___________, which has been received, hereby sells and transfers to Buyer, ____________________________________ of _____________________________________________, Illinois Name Address the following motor vehicle: VIN#: 1FMPU16LXYLA91620 MAKE: Ford MODEL: Expedition YEAR: 2000 STYLE: SUV FUEL: Gasoline MILEAGE: 106,100 Seller hereby represents and warrants to Buyer that Seller is the absolute owner of said vehicle, that said vehicle is free and clear of all liens, charges and encumbrances, and the Seller has full right, power and authority to sell said vehicle and to make this Bill of Sale. ALL WARRANTIES OF QUALITY, FITNESS, AND MERCHANTABILITY ARE HEREBY EXCLUDED, AND THE BUYER ACCEPTS THE VEHICLE IN ITS PRESENT “AS IS” CONDITION. The Village disclaims all warranties and representations of any kind or nature, whether oral or written, express or implied, concerning the vehicle. The transfer of the vehicle is pursuant to any known or unknown deficiencies or defects of or with respect to the vehicle, and an agreement by the Buyer not to assert any claim and to indemnify and hold harmless the City its officials, employees and agents from any liability resulting from the vehicle. Seller certifies to the best of its knowledge that the odometer reading now reads 106,100 (no tenths) miles and reflects the actual mileage of the vehicle described above. IN WITNESS WHEREOF, Seller has signed this Bill of Sale on this _______ day of __________ 2019. _________________________________________ Print name and title________________________________________________________________ Buyer: _________________________________________ Date: __________________ Print name _______________________________________ ) ) SS ) Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Human Resources Community Development Police Public Works Parks and Recreation Agenda Item Number New Business #6 Tracking Number PW 2019-36 Material Storage Shed Public Works Committee – May 21, 2019 Positive Approval at a future meeting Update and review of material storage shed replacement Eric Dhuse Public Works Name Department Summary Asking permission to replace the material storage shed at the PW facility on Tower Ln. This is not a budgeted expenditure and would require a budget amendment of approximately $300,000. Background The original shed was constructed in the 80’s and was literally falling apart. the main support columns were rotted out, the tin was eaten away by the salt, and the entire building was leaning and in danger of falling over. The building was demolished on May 10th and hauled away. At this time, we have plans and specifications from 2015 which was the last time we tried to replace this building. At that time, we had a grant from the State and were going to use MFT money to remove and replace the building. Before we could do that, the grant was put on hold and the project was shelved. Recommendation I recommend that we update the plans and specifications to solicit bids through the Invitation to Bid (ITB) process. This process will provide us the lowest responsible bidder for the public works project. Once the bid opening is complete, staff will explore all budgeting tools and bring options to the committee for discussion and recommendation. I have attached all the 2015 information for your review. The only change to the plans will be to add some additional siding on the face of the building to protect the stored material from the weather. The specifications will be updated to remove the use of MFT funds. If we were to use MFT funds, we feel that the project would not be completed by November 1st of this year. Purchasing Manager Parker will add these updated specifications to a bid document and release to the public upon Committee’s approval. I would ask that this be placed on the May 21, 2019 public works committee agenda for discussion. If you have any questions or need further information, please let me know. Memorandum To: Public Works Committee From: Eric Dhuse, Director of Public Works CC: Bart Olson, Administrator Date: May 14, 2019 Subject: Material Storage Shed RETURN WITH BID Local Public Agency Formal Contract Proposal PROPOSAL SUBMITTED BY Contractor’s Name Street P.O. Box City State Zip Code STATE OF ILLINOIS COUNTY OF KENDALL UNITED CITY OF YORKVILLE (Name of City, Village, Town or Road District) FOR THE IMPROVEMENT OF STREET NAME OR ROUTE NO. PUBLIC WORKS STORAGE SHED SECTION NO. 15-00048-00-MG TYPES OF FUNDS MFT & LOCAL SPECIFICATIONS (required) PLANS (required) For Municipal Projects Department of Transportation Submitted/Approved/Passed Released for bid based on limited review Mayor President of Board of Trustees Municipal Official Regional Engineer Date Date For County and Road District Projects Submitted/Approved Highway Commissioner Date Submitted/Approved County Engineer/Superintendent of Highways Date Note: All proposal documents, including Proposal Guaranty Checks or Proposal Bid Bonds, should be stapled together to prevent loss when bids are processed. Printed 6/12/2015 Page 1 of 6 BLR 12200 (01/08/14) RETURN WITH BID NOTICE TO BIDDERS County KENDALL Local Public Agency CITY OF YORKVILLE Section Number 15-00048-00-MG Route N/A Sealed proposals for the improvement described below will be received at the office of United City of Yorkville, 800 Game Farm Road, Yorkville, IL 60560 until 11:30 AM on July 13, 2015 Address Time Date Sealed proposals will be opened and read publicly at the office of United City of Yorkville 800 Game Farm Road, Yorkville, IL 60560 at 11:30 AM on July 13, 2015 Address Time Date DESCRIPTION OF WORK Name Public Works Storage Shed Length: 0.00 feet ( 0.00 miles) Location Public Works Facility at 610 Tower Lane, Yorkville, IL 60560 Proposed Improvement Demolition and removal of the existing and the construction of a new salt storage shed at the Public Works facility and all other associated work to complete the contract. 1.Plans and proposal forms will be available in the office of Engineering Enterprises, Inc. 52 Wheeler Road, Sugar Grove, IL 60554 for $30.00 M-F (8:00AM to 4:00PM) contact Bruce Aderman at (630) 466-6738 Address 2.Prequalification If checked, the 2 low bidders must file within 24 hours after the letting an “Affidavit of Availability” (Form BC 57), in duplicate, showing all uncompleted contracts awarded to them and all low bids pending award for Federal, State, County, Municipal and private work. One original shall be filed with the Awarding Authority and one original with the IDOT District Office. 3.The Awarding Authority reserves the right to waive technicalities and to reject any or all proposals as provided in BLRS Special Provision for Bidding Requirements and Conditions for Contract Proposals. 4. The following BLR Forms shall be returned by the bidder to the Awarding Authority: a.BLR 12200: Local Public Agency Formal Contract Proposal b.BLR 12200a Schedule of Prices c.BLR 12230: Proposal Bid Bond (if applicable) d.BLR 12325: Apprenticeship or Training Program Certification (do not use for federally funded projects) e.BLR 12326: Affidavit of Illinois Business Office 5.The quantities appearing in the bid schedule are approximate and are prepared for the comparison of bids. Payment to the Contractor will be made only for the actual quantities of work performed and accepted or materials furnished according to the contract. The scheduled quantities of work to be done and materials to be furnished may be increased, decreased or omitted as hereinafter provided. 6.Submission of a bid shall be conclusive assurance and warranty the bidder has examined the plans and understands all requirements for the performance of work. The bidder will be responsible for all errors in the proposal resulting from failure or neglect to conduct an in depth examination. The Awarding Authority will, in no case be responsible for any costs, expenses, losses or changes in anticipated profits resulting from such failure or neglect of the bidder. 7.The bidder shall take no advantage of any error or omission in the proposal and advertised contract. 8.If a special envelope is supplied by the Awarding Authority, each proposal should be submitted in that envelope furnished by the Awarding Agency and the blank spaces on the envelope shall be filled in correctly to clearly indicate its contents. When an envelope other than the special one furnished by the Awarding Authority is used, it shall be marked to clearly indicate its contents. When sent by mail, the sealed proposal shall be addressed to the Awarding Authority at the address and in care of the official in whose office the bids are to be received. All proposals shall be filed prior to the time and at the place specified in the Notice to Bidders. Proposals received after the time specified will be returned to the bidder unopened. 9.Permission will be given to a bidder to withdraw a proposal if the bidder makes the request in writing or in person before the time for opening proposals. Printed 6/12/2015 Page 2 of 6 BLR 12200 (01/08/14) RETURN WITH BID PROPOSAL County KENDALL Local Public Agency CITY OF YORKVILLE Section Number 15-00048-00-MG Route N/A 1.Proposal of for the improvement of the above section by the construction of Demolition and removal of existing salt storage shed and construction of new storage shed and other associated work to complete the contract. a total distance of 0.00 feet, of which a distance of 0.00 feet, ( 0.000 miles) are to be improved. 2.The plans for the proposed work are those prepared by Engineering Enterprises, Inc. and approved by the Department of Transportation on 3.The specifications referred to herein are those prepared by the Department of Transportation and designated as “Standard Specifications for Road and Bridge Construction” and the “Supplemental Specifications and Recurring Special Provisions” thereto, adopted and in effect on the date of invitation for bids. 4.The undersigned agrees to accept, as part of the contract, the applicable Special Provisions indicated on the “Check Sheet for Recurring Special Provisions” contained in this proposal. 5.The undersigned agrees to complete the work within N/A working days or by 10/30/2015 unless additional time is granted in accordance with the specifications. 6.A proposal guaranty in the proper amount, as specified in BLRS Special Provision for Bidding Requirements and Conditions for Contract Proposals, will be required. Bid Bonds will be allowed as a proposal guaranty. Accompanying this proposal is either a bid bond if allowed, on Department form BLR 12230 or a proposal guaranty check, complying with the specifications, made payable to: United City of Yorkville Treasurer of The amount of the check is 10 % ( ). 7. In the event that one proposal guaranty check is intended to cover two or more proposals, the amount must be equal to the sum of the proposal guaranties, which would be required for each individual proposal. If the proposal guaranty check is placed in another proposal, it will be found in the proposal for: Section Number N/A . 8.The successful bidder at the time of execution of the contract will be required to deposit a contract bond for the full amount of the award. When a contract bond is not required, the proposal guaranty check will be held in lieu thereof. If this proposal is accepted and the undersigned fails to execute a contract and contract bond as required, it is hereby agreed that the Bid Bond or check shall be forfeited to the Awarding Authority. 9.Each pay item should have a unit price and a total price. If no total price is shown or if there is a discrepancy between the product of the unit price multiplied by the quantity, the unit price shall govern. If a unit price is omitted, the total price will be divided by the quantity in order to establish a unit price. 10.A bid will be declared unacceptable if neither a unit price nor a total price is shown. 11.The undersigned submits herewith the schedule of prices on BLR 12200a covering the work to be performed under this contract. 12.The undersigned further agrees that if awarded the contract for the sections contained in the combinations on BLR 12200a, the work shall be in accordance with the requirements of each individual proposal for the multiple bid specified in the Schedule for Multiple Bids below. Printed 6/12/2015 Page 3 of 6 BLR 12200 (01/08/14) RETURN WITH BID County Local Public Agency Section Route Total Item No.Items Unit Quantity Total 1 DEMOLITION OF EXISTING MATERIAL STORAGE SHED L SUM 1 2 CONCRETE SLAB REMOVAL SQ YD 267 3 PAVEMENT REMOVAL SQ YD 36 4 EARTH EXCAVATION CU YD 115 5 PERIMETER EROSION BARRIER FOOT 125 6 INLET AND PIPE PROTECTION EACH 1 7 AGGREGATE BASE COURSE, 4" SQ YD 303 8 CAST-IN-PLACE CONCRETE L SUM 1 9 PRE-ENGINEERED POST FRAME BUILDING SYSTEM L SUM 1 10 BOLLARD EACH 6 11 RESTORATION SQ YD 100 12 NON-SPECIAL, NON-HAZARDOUS SOIL WASTE DISPOSAL - TYPE 1 CU YD 25 Bidder's Proposal for making Entire Improvements Schedule for Single Bid KENDALL (For complete information covering these items, see plans and specifications) 15-00048-00-MG UNITED CITY OF YORKVILLE Schedule for Multiple Bids Sections Included in Combinations Unit Price Combination Letter SCHEDULE OF PRICES N/A Printed 6/12/2015 Page 5-1 BLR 12200a (01/08/14) RETURN WITH BID CONTRACTOR CERTIFICATIONS County KENDALL Local Public Agency CITY OF YORKVILLE Section Number 15-00048-00-MG Route N/A The certifications hereinafter made by the bidder are each a material representation of fact upon which reliance is placed should the Department enter into the contract with the bidder. 1.Debt Deliquency. The bidder or contractor or subcontractor, respectively, certifies that it is not delinquent in the payment of any tax administered by the Department of Revenue unless the individual or other entity is contesting, in accordance with the procedures established by the appropriate revenue Act, its liability for the tax or the amount of tax. Making a false statement voids the contract and allows the Department to recover all amounts paid to the individual or entity under the contract in a civil action. 2.Bid-Rigging or Bid Rotating. The bidder or contractor or subcontractor, respectively, certifies that it is not barred from contracting with the Department by reason of a violation of either 720 ILCS 5/33E-3 or 720 ILCS 5/33E-4. A violation of Section 33E-3 would be represented by a conviction of the crime of bid-rigging which, in addition to Class 3 felony sentencing, provides that any person convicted of this offense or any similar offense of any state or the United States which contains the same elements as this offense shall be barred for 5 years from the date of conviction from contracting with any unit of State or local government. No corporation shall be barred from contracting with any unit of State or local government as a result of a conviction under this Section of any employee or agent of such corporation if the employee so convicted is no longer employed by the corporation and: (1) it has been finally adjudicated not guilty or (2) if it demonstrates to the governmental entity with which it seeks to contract and that entity finds that the commission of the offense was neither authorized, requested, commanded, nor performed by a director, officer or a high managerial agent in behalf of the corporation. A violation of Section 33E-4 would be represented by a conviction of the crime of bid-rotating which, in addition to Class 2 felony sentencing, provides that any person convicted of this offense or any similar offense of any state or the United States which contains the same elements as this offense shall be permanently barred from contracting with any unit of State or local government. No corporation shall be barred from contracting with any unit of State or local government as a result of a conviction under this Section of any employee or agent of such corporation if the employee so convicted is no longer employed by the corporation and: (1) it has been finally adjudicated not guilty or (2) if it demonstrates to the governmental entity with which it seeks to contract and that entity finds that the commission of the offense was neither authorized, requested, commanded, nor performed by a director, officer or a high managerial agent in behalf of the corporation. 3.Bribery. The bidder or contractor or subcontractor, respectively, certifies that it has not been convicted of bribery or attempting to bribe an officer or employee of the State of Illinois or any unit of local government, nor has the firm made an admission of guilt of such conduct which is a matter of record, nor has an official, agent, or employee of the firm committed bribery or attempted bribery on behalf of the firm and pursuant to the direction or authorization of a responsible official of the firm. 4.Interim Suspension or Suspension. The bidder or contractor or subcontractor, respectively, certifies that it is not currently under a suspension as defined in Subpart I of Title 44 Subtitle A Chapter III Part 6 of the Illinois Administrative Code. Furthermore, if suspended prior to completion of this work, the contract or contracts executed for the completion of this work may be cancelled. Printed 6/12/2015 Page 5 of 6 BLR 12200 (01/08/14) RETURN WITH BID SIGNATURES County KENDALL Local Public Agency CITY OF YORKVILLE Section Number 15-00048-00-MG Route N/A (If an individual) Signature of Bidder Business Address (If a partnership) Firm Name Signed By Business Address Inset Names and Addressed of All Partners (If a corporation) Corporate Name Signed By President Business Address President Insert Names of Officers Secretary Treasurer Attest: Secretary { { Printed 6/12/2015 Page 6 of 6 BLR 12200 (01/08/14) Page 1 of 1 BLR 12230 (Rev. 7/05 Printed on 5/14/2015 4:29:23 PM Local Agency Proposal Bid Bond RETURN WITH BID Route County Local Agency Section N/A KENDALL UNITED CITY OF YORKVILLE 15-00048-00-MG PAPER BID BOND WE as PRINCIPAL, and 10%as SURETY, are held jointly, severally and firmly bound unto the above Local Agency (hereafter referred to as “LA”) in the penal sum of 5% of the total bid price, or for the amount specified in the proposal documents in effect on the date of invitation for bids whichever is the lesser sum. We bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly pay to the LA this sum under the conditions of this instrument. WHEREAS THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH that, the said PRINCIPAL is submitting a written proposal to the LA acting through its awarding authority for the construction of the work designated as the above section. THEREFORE if the proposal is accepted and a contract awarded to the PRINCIPAL by the LA for the above designated section and the PRINCIPAL shall within fifteen (15) days after award enter into a formal contract, furnish surety guaranteeing the faithful performance of the work, and furnish evidence of the required insurance coverage, all as provided in the “Standard Specifications for Road and Bridge Construction” and applicable Supplemental Specifications, then this obligation shall become void; otherwise it shall remain in full force and effect. IN THE EVENT the LA determines the PRINCIPAL has failed to enter into a formal contract in compliance with any requirements set forth in the preceding paragraph, then the LA acting through its awarding authority shall immediately be entitled to recover the full penal sum set out above, together with all court costs, all attorney fees, and any other expense of recovery. IN TESTIMONY WHEREOF, the said PRINCIPAL and the said SURETY have caused this instrument to be signed by their respective officers this day of Principal (Company Name) (Company Name) By: By: (Signature and Title) (Signature and Title) (If PRINCIPLE is a joint venture of two or more contractors, the company names, and authorized signatures of each contractor must be affixed.) Surety By: (Name of Surety) (Signature of Attorney-in-Fact) STATE OF ILLINOIS, COUNTY OF I, , a Notary Public in and for said county, do hereby certify that ( Insert names of individuals signing on behalf of PRINCIPAL & SURETY) who are each personally known to me to be the same persons whose names are subscribed to the foregoing instrument on behalf of PRINCIPAL and SURETY, appeared before me this day in person and acknowledged respectively, that they signed and delivered said instruments as their free and voluntary act for the uses and purposes therein set forth. Given under my hand and notarial seal this day of My commission expires (Notary Public) ELECTRONIC BID BOND Electronic bid bond is allowed (box must be checked by LA if electronic bid bond is allowed) The Principal may submit an electronic bid bond, in lieu of completing the above section of the Proposal Bid Bond Form. By providing an electronic bid bond ID code and signing below, the Principal is ensuring the identified electronic bid bond has been executed and the Principal and Surety are firmly bound unto the LA under the conditions of the bid bond as shown above. (If PRINCIPAL is a joint venture of two or more contractors, an electronic bid bond ID code, company/Bidder name title and date must be affixed for each contractor in the venture.) Electronic Bid Bond ID Code (Company/Bidder Name) (Signature and Title) Date Apprenticeship or Training Program Certification Route N/A Return with Bid County KENDALL Local Agency CITY OF YORKVILLE Section 15-00048-00-MG All contractors are required to complete the following certification: For this contract proposal or for all groups in this deliver and install proposal. For the following deliver and install groups in this material proposal: Illinois Department of Transportation policy, adopted in accordance with the provisions of the Illinois Highway Code, requires this contract to be awarded to the lowest responsive and responsible bidder. The award decision is subject to approval by the Department. In addition to all other responsibility factors, this contract or deliver and install proposal requires all bidders and all bidders’ subcontractors to disclose participation in apprenticeship or training programs that are (1) approved by and registered with the United States Department of Labor’s Bureau of Apprenticeship and Training, and (2) applicable to the work of the above indicated proposals or groups. Therefore, all bidders are required to complete the following certification: I. Except as provided in paragraph IV below, the undersigned bidder certifies that it is a participant, either as an individual or as part of a group program, in an approved apprenticeship or training program applicable to each type of work or craft that the bidder will perform with its own employees. II.The undersigned bidder further certifies for work to be performed by subcontract that each of its subcontractors submitted for approval either (A) is, at the time of such bid, participating in an approved, applicable apprenticeship or training program; or (B) will, prior to commencement of performance of work pursuant to this contract, establish participation in an approved apprenticeship or training program applicable to the work of the subcontract. III.The undersigned bidder, by inclusion in the list in the space below, certifies the official name of each program sponsor holding the Certificate of Registration for all of the types of work or crafts in which the bidder is a participant and that will be performed with the bidder’s employees. Types of work or craft that will be subcontracted shall be included and listed as subcontract work. The list shall also indicate any type of work or craft job category for which there is no applicable apprenticeship or training program available. Printed 5/14/2015 Page 1 of 2 BLR 12325 (Rev. 4/07) IV.Except for any work identified above, any bidder or subcontractor that shall perform all or part of the work of the contract or deliver and install proposal solely by individual owners, partners or members and not by employees to whom the payment of prevailing rates of wages would be required, check the following box, and identify the owner/operator workforce and positions of ownership. The requirements of this certification and disclosure are a material part of the contract, and the contractor shall require this certification provision to be included in all approved subcontracts. The bidder is responsible for making a complete report and shall make certain that each type of work or craft job category that will be utilized on the project is accounted for and listed. The Department at any time before or after award may require the production of a copy of each applicable Certificate of Registration issued by the United States Department of Labor evidencing such participation by the contractor and any or all of its subcontractors. In order to fulfill the participation requirement, it shall not be necessary that any applicable program sponsor be currently taking or that it will take applications for apprenticeship, training or employment during the performance of the work of this contract or deliver and install proposal. Bidder: By: (Signature) Address: Title: Printed 5/14/2015 Page 2 of 2 BLR 12325 (Rev. 4/07) RETURN WITH BID Affidavit of Illinois Business Office County KENDALL Local Public Agency CITY OF YORKVILLE Section Number 15-00048-00-MG Route N/A State of ) ) ss. County of ) I, of , , (Name of Affiant) (City of Affiant) (State of Affiant being first duly sworn upon oath, states as follows: 1.That I am the of . officer or position bidder 2.That I have personal knowledge of the facts herein stated. 3.That, if selected under this proposal,, will maintain a (bidder) business office in the State of Illinois which will be located in County, Illinois. 4.That this business office will serve as the primary place of employment for any persons employed in the construction contemplated by this proposal. 5.That this Affidavit is given as a requirement of state law as provided in Section 30-22(8) of the Illinois Procurement Code. (Signature) (Print Name of Affiant) This instrument was acknowledged before me on day of , . (SEAL) (Signature of Notary Public) Printed 5/14/2015 BLR 12326 (01/08/14) Affidavit of Availability For the Letting of 15-00048-00-MG Instructions: Complete this form by either typing or using black ink. "Authorization to Bid" will not be issued unless both sides of this form are completed in detail. Use additional forms as needed to list all work. Part I. Work Under Contract List below all work you have under contract as either a prime contractor or a subcontractor. It is required to include all pending low bids not yet awarded or rejected. In a joint venture, list only that portion of the work which is the responsibility of your company. The uncompleted dollar value is to be based upon the most recent engineer's or owners estimate, and must include work subcontracted to others. If no work is contracted, show NONE. 1 2 3 4 Awards Pending Contract Number Contract With Estimated Completion Date Total Contract Price Accumulated Totals Uncompleted Dollar Value if Firm is the Prime Contractor Uncompleted Dollar Value if Firm is the Subcontractor Total Value of All Work Part II. Awards Pending and Uncompleted Work to be done with your own forces. List below the uncompleted dollar value of work for each contract and awards pending to be completed with your own forces. All work subcontracted to others will be listed on the reverse of this form. In a joint venture, list only that portion of the work to be done by your company. If no work is contracted, show NONE. Accumulated Totals Earthwork Portland Cement Concrete Paving HMA Plant Mix HMA Paving Clean & Seal Cracks/Joints Aggregate Bases & Surfaces Highway, R.R. and Waterway Structures Drainage Electrical Cover and Seal Coats Concrete Construction Landscaping Fencing Guardrail Painting Signing Cold Milling, Planning & Rotomilling Demolition Pavement Markings (Paint) Other Construction (List) $ 0.00 Totals Disclosure of this information is REQUIRED to accomplish the statutory purpose as outlined in the “Illinois Procurement Code." Failure to comply will result in non-issuance of an "Authorization To Bid." This form has been approved by the State Forms Management Center. Bureau of Construction 2300 South Dirksen Parkway/Room 322 Springfield, Illinois 62764 Printed 5/14/2015 Page 1 of 2 BC 57 (Rev. 08/17/10) Part III. Work Subcontracted to Others. For each contract described in Part I, list all the work you have subcontracted to others. 1 2 3 4 Awards Pending Subcontractor Type of Work Subcontract Price Amount Uncompleted Subcontractor Type of Work Subcontract Price Amount Uncompleted Subcontractor Type of Work Subcontract Price Amount Uncompleted Subcontractor Type of Work Subcontract Price Amount Uncompleted Subcontractor Type of Work Subcontract Price Amount Uncompleted Total Uncompleted I, being duly sworn, do hereby declare that this affidavit is a true and correct statement relating to ALL uncompleted contracts of the undersigned for Federal, State, County, City and private work, including ALL subcontract work, ALL pending low bids not yet awarded or rejected and ALL estimated completion dates. 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LRS 1 Reserved .......................................................................................................................................................... 301 LRS 2 Furnished Excavation .......................................... ............................................................................................. 302 LRS 3 Work Zone Traffic Control Surveillance ........................................................................................................... 303 LRS 4 Flaggers in Work Zones .................................................................................................................................. 304 LRS 5 Contract Claims ............................................................................................................................................... 305 LRS 6 Bidding Requirements and Conditions for Contract Proposals ....................................................................... 306 LRS 7 Bidding Requirements and Conditions for Material Proposals ........................................................................ 312 LRS 8 Reserved ..........................................................................................................................................................318 LRS 9 Bituminous Surface Treatments ...................................................................................................................... 319 LRS 10 Reserved ..........................................................................................................................................................320 LRS 11 Employment Practices ..................................................................................................................................... 321 LRS 12 Wages of Employees on Public Works ............................................................................................................ 323 LRS 13 Selection of Labor ............................................................................................................................................325 LRS 14 Paving Brick and Concrete Paver Pavements and Sidewalks .........................................................................326 LRS 15 Partial Payments ..............................................................................................................................................329 LRS 16 Protests on Local Lettings ................................................................................................................................330 LRS 17 Substance Abuse Prevention Program ............................................................................................................331 LRS 18 Multigrade Cold Mix Asphalt ............................................................................................................................ 332 UNITED CITY OF YORKVILLE PUBLIC WORKS STORAGE FACILITY INDEX OF SPECIAL PROVISIONS GENERAL SPECIAL PROVISIONS PAGE NUMBER LOCATION OF IMPROVEMENTS 1 DESCRIPTION OF IMPROVEMENTS 1 SUBCONTRACTOR APPROVAL 1 CONTRACTOR REQUIREMENTS 1 CONSTRUCTION OBSERVATION 1 CONTROL OF W ORK AND PROSECUTION AND PROGRESS 1 PRE-CONSTRUCTION CONFERENCE 2 RESPONSIBILITY FOR CONTRACT CLAIMS 2 DCEO GRANT INFORMATION TO BIDDERS 2 CONSTRUCTION DEBRIS 2 UNCONTAMINATED SOIL DISPOSAL 3 LOCATION OF EXISTING UTILITIES 3 PROTECTION OF EXISTING DRAINAGE FACILITIES 3 COOPERATION BETWEEN CONTRACTORS 3 INCIDENTAL W ORK 3 AWARD AUTHORITY 4 NOTIFICATION TO UTILITIES 4 PREVAILING W AGE REQUIREMENTS 4 CERTIFIED PAYROLL REQUIREMENTS 4 KEEPING ROADS OPEN TO TRAFFIC 5 MAINTENANCE OF ROADWAY, DRIVES AND PARKING AREAS 5 MATERIAL INSPECTION 5 W ORK ENVIRONMENT 5 MOBILIZATION 5 CONSTRUCTION STAKING AND MARKING 5 PAY ITEM SPECIAL PROVISIONS DEMOLITION OF EXISTING MATERIAL STORAGE SHED 6 CONCRETE SLAB REMOVAL 7 AGGREGATE BASE COURSE, 4” 7 CAST-IN-PLACE CONCRETE 7 BOLLARD 7 RESTORATION 7 NON-SPECIAL, NON-HAZARDOUS SOIL W ASTE DISPOSAL – TYPE 1 9 PRE-ENGINEERED POST FRAME BUILDING SYSTEM 9 Special Provisions The following Special Provisions supplement the “Standard Specifications for Road and Bridge Construction”, Adopted January 1, 2012 , the latest edition of the “Manual on Uniform Traffic Control Devices for Streets and Highways”, and the “Manual of Test Procedures of Materials” in effect on the date of invitation of bids, and the Supplemental Specifications and Recurring Special Provisions indicated on the Check Sheet included here in which apply to and govern the construction of 15-00048-00-MG , and in case of conflict with any part, or parts, of said Specifications, the said Special Provisions shall take precedence and shall govern. Page 1 of 1 BLR 11310 (Rev. 7/05) Printed on 5/14/2015 9:50:43 AM GENERAL SPECIAL PROVISIONS LOCATION OF IMPROVEMENTS The Public Works Storage Shed is located at 610 Tower Lane, United City of Yorkville, Kendall County, Illinois. The project limits are defined in the plans. DESCRIPTION OF IMPROVEMENTS This project consists of completing improvements in accordance with the United City of Yorkville Public Works Storage Facility Plans and all applicable specifications. These improvements include but are not limited to; demolition of an existing material storage shed, concrete slab removal, installation of new concrete pavement; concrete footings; concrete walls; construction of a 30’x80’, 5-bay wood-frame and metal-sided material storage building, and other ancillary work necessary to complete this contract. SUBCONTRACTOR APPROVAL Prior to awarding the contract to the lowest qualified bidder, the selected general contractor must submit a list of all subcontractors and material suppliers for approval by the City. The City reserves the right to reject any subcontractor or material supplier for any reason. This same requirement applies to any subcontractor or material supplier being substituted by another after construction has started. CONTRACTOR REQUIREMENTS The Contractor shall be prequalified to perform building construction with the Capital Development Board (CDB). Prior to release of bid documents, the Contractor must supply a copy of their CDB Prequalification Letter. Release of the bid documents by no means that the bidder will be awarded the bid if this and other prequalification stipulations are not met. CONSTRUCTION OBSERVATION Prior to the installation of any material, construction observation and any required testing shall be coordinated with Engineering Enterprises, Inc. (EEI). The Engineer will require a minimum of 48 hours notice prior to the scheduling of any such work items and a minimum of 24 hours notice prior to the cancellation of any proposed work items that have been scheduled for observation. The contact for EEI shall be provided at the pre-construction conference. CONTROL OF WORK AND PROSECUTION AND PROGRESS It is the intent of the United City of Yorkville that the project be constructed in an orderly and timely manner. The Contractor shall take special note of the provisions of Article 105.06, Article 108.01 Paragraph 2, and Article 108.02 of the Standard Specifications, which shall be adhered to. The work on this project shall be completed by October 30, 2015. No extensions will be permitted in accordance with Article 108.08(b) of the “Standard Specifications for Road and Bridge Construction”, adopted January 1, 2012. Should the Contractor fail to complete the work by October 30, 2015, he/she will be held liable to the United City of Yorkville pursuant to amounts specified in the Supplemental Specification for Section 108 “Prosecution and Progress.” 1 PRE-CONSTRUCTION CONFERENCE Following the award of the Contract, the Contractor will be required to attend a Preconstruction Conference prior to beginning work. At that time, the Contractor will be required to furnish as a minimum, but not limited to: Written progress schedule, Names of Project Manager and Field Superintendent, names of Sub- Contractors and material suppliers, name of person responsible for traffic control installation and maintenance, and name of the contact person and emergency phone numbers of the Contractor’s representative for contact after construction hours. A Preconstruction Conference Notice will be sent to the Contractor to notify him/her of the complete listing of items to be furnished at the meeting, as well as the time and location of the meeting and the required personnel. RESPONSIBILITY FOR CONTRACT CLAIMS The Contractor shall indemnify and save harmless the United City of Yorkville, Engineering Enterprises, Inc., Rubino Engineering, Hutter Trankina Engineering, and all employees and servants thereof, against all loss, damage or expense sustained as a result of any suits, actions or claims of any character brought on account of property damage, injury to or death of any person or persons, including all persons performing work under this Contract, which may arise in connection with the work to be performed under this Contract. It is solely the responsibility of the Contractor to provide a safe work environment for both workers on site and the traveling public, at all times until such a point where the City has accepted the improvements set forth in this Contract and any additional work items added by Change Order. DCEO GRANT INFORMATION TO BIDDERS This contract is being partially funded by a grant from IL Department of Commerce and Economic Opportunity (DCEO). The funding is under Grant no. 12-203216. By extension, the Contractor is bound by the provisions of this grant. Copies of this grant will be available from Engineering Enterprises, Inc. upon request. Specifically, Section 5.9 Applicable Statutes and Section 5.10 Miscellaneous Provisions apply to this contract. Applicable Statutes listed in Section 5.9 include Grantee Responsibility, Land Trust Beneficial Interest Disclosure Act, Historic Preservation Act, State of Illinois Discrimination Laws, Drug-Free Workplace Act, Freedom of Information Act, Prevailing Wage Act, Victims Economic Security and Safety Act, Equal Pay Act of 2003, Steel Products Procurement Act, Use of Illinois Labor for Public Works Projects, Minorities, Females, and Persons with Disabilities Act and Illinois Human Rights Act, and Identity Protection Act. Any contract entered into by the DCEO Grant recipient and any sub-agreement hereunder, shall provide that representatives of the DCEO will have access to the work whenever it is in preparation or progress and that the contractor or subcontractor will provide proper facilities for such access and inspection. Such contract or sub-agreement must also provide that DCEO or any authorized representative shall have access to any books, documents, papers, and records of the contractor or subcontractor, which are pertinent to the project for the purpose of making audit, examination, excerpts, and transcriptions thereof. CONSTRUCTION DEBRIS The following shall be added to the third paragraph of Article 202.03 of the Standard Specifications: “The Contractor shall not conduct any generation, transportation, or recycling of construction or demolition debris, clean or general or uncontaminated soil generated during construction, remodeling, repair, and demolition of utilities structures, and roads that is not commingled with any waste, without the maintenance of documentation identifying the hauler, generator, place of origin of the debris or soil, the weight or volume of the debris or soil, and the location, owner, and operator of the facility where the debris or soil was transferred, disposed, recycled, or treated. This documentation must be maintained by the Contractor for 3 years.” 2 3 UNCONTAMINATED SOIL DISPOSAL This work shall consist of the excavation, removal and satisfactory disposal of all uncontaminated soil necessary for construction. All work shall be in accordance with Section 202 of the Standard Specifications and as specified herein. In accordance with IEPA uncontaminated soil regulations, the City has a completed IEPA Form LPC-663, certifying, to the best knowledge of the City, the uncontaminated soil is from a site that soil chemical constituents comply with the maximum allowable concentrations established pursuant to 35 Ill. Adm. Code Part 1100, Subpart F and that the soil pH is within the range of 6.25 to 9.0. The City will accept the uncontaminated soil as identified on the IEPA Form LPC-663 at their site at 185 Wolf Street, Yorkville. In general, the Contractor should attempt to reuse any excavated soils within the project limits. The material shall be free of debris and meet the general requirements of embankment or topsoil per the standard specifications. Any material that does not meet the topsoil specifications shall be used during backfill operations up to the final sub-grade elevation. The cost of uncontaminated soil disposal will not be paid for separately, but shall be included in pay item for Earth Excavation. LOCATION OF EXISTING UTILITIES Existing public and private utilities are shown on the plans according to information obtained from utility companies, municipalities, and surveys. The Contractor shall familiarize himself/herself with the location of all utilities and structures that may be found in the vicinity of the construction and assume responsibility for all utilities whether shown or not, and must realize that the actual locations and/or elevations of the utilities may be different than indicated. It is understood and agreed that the Contractor has considered in his/her bid all of the permanent and temporary utility appurtenances in their present or relocated positions and that no additional compensation will be allowed for any delays, inconvenience or damage. It is also suggested that the Contractor call the concerned utility companies for further information. Contractor shall bring to the attention of the Engineer any potential conflicts after receiving all necessary JULIE information. In areas where JULIE locates reveal potential conflicts, the Contractor shall field verify the depth of these utility crossings. In any such area, the Engineer will verify if potential adjustments to the proposed utility installations will be required. Should any damages occur due to the Contractor’s negligence, repairs shall be made by the Contractor at his/her expense in a manner acceptable to the Engineer. PROTECTION OF EXISTING DRAINAGE FACILITIES During construction, if the contractor encounters or otherwise becomes aware of any sewer, underdrains or field drains within the right-of-way other than those shown on the plans; he shall so inform the Engineer. The Engineer shall direct the work necessary to maintain or to replace the facilities in service and to protect them from damage during construction if to be maintained. Existing facilities to be maintained that are damaged because of non-compliance with this provision shall be replaced at the Contractor’s own expense. COOPERATION BETWEEN CONTRACTORS Other contracts and/or contractors may simultaneously be in process and working within or adjacent to the subject project improvement site limits and the Contractor shall take special note of the applicable provisions of Section 105 and of particular, Article 105.08 of the Standard Specifications which shall be adhered to. INCIDENTAL WORK All work shown on the Plans, described in the applicable specifications or in these Special Provisions and not covered by a pay item, will be considered as included in the cost of the Contract. AWARD AUTHORITY The United City of Yorkville, 800 Game Farm Road, Yorkville, IL 60560 through the Mayor and City Council shall be the Awarding Authority for this project. NOTIFICATION TO UTILITIES The Contractor shall notify all utility companies including the local electrical, telephone, gas and the United City of Yorkville, a minimum of 72 hours prior to beginning any construction. The Contractor shall then have the responsibility to determine from the public utility companies the locations of underground pipes, conduits or cables adjoining or crossing the construction area. PREVAILING WAGE REQUIREMENTS In accordance with the Public Act 94-0515, the Contractor shall be responsible for the following requirements: Maintain records for three (3) years of all laborers or workers employed on this project including their name, address, phone number, social security number, classification, hourly wages paid in each pay period, and the number of hours worked each day. Submit these records to the City Clerk in either hard copy or electronically. Certify in writing these records are true and accurate; that the rate paid is not less than the Applicable Prevailing Wage. These records shall be made available for inspection by the Illinois Department of Labor on two (2) business days notice. The Contractor shall note that filing a false Certified Payroll is a class B misdemeanor. This contract calls for the construction of a “public work,” within the meaning of the Illinois Prevailing Wage Act, 820 ILCS 130/.01 et seq. (“the Act”). The Act requires contractors and subcontractors to pay laborers, workers and mechanics performing services on public works projects no less than the “prevailing rate of wages” (hourly cash wages plus fringe benefits) in the county where the work is performed. For information regarding current prevailing wage rates, please refer to the Illinois Department of Labor’s website at: http://www.state.il.us/agency/idol/rates/rates.HTM. All contractors and subcontractors rendering services under this contract must comply with all requirements of the Act, including but not limited to, all wage, notice and record keeping duties. CERTIFIED PAYROLL REQUIREMENTS Per Public Act 94-0515, Contractors and Subcontractors on public works projects must submit certified payroll records on a monthly basis to the City, along with a statement affirming that such records are true and accurate, that the wages paid to each worker are not less than the required prevailing rate and that the Contractor is aware that filing records he or she knows to be false is a Class B misdemeanor. The certified payroll records must include for every worker employed on the public works project the name, address, telephone number, social security number, job classification, hourly wages paid in each pay period, number of hours worked each day, and starting and ending time of work each day. These certified payroll records are considered public records and public bodies must make these records available to the public under the Freedom of Information Act, with the exception of the employee’s address, telephone number and social security number. Any Contractor who fails to submit a certified payroll or knowingly files a false certified payroll is guilty of a Class B misdemeanor. 4 KEEPING ROADS OPEN TO TRAFFIC All roads shall remain open during construction. All work associated with this shall be included in the cost of the Contract. MAINTENANCE OF ROADWAYS, DRIVES AND PARKING AREAS The Contractor shall be responsible for repair of any damage to existing roadways, drives and parking areas within the project limits. There will be no additional payment for any repairs necessary due to the Contractor’s operations. MATERIAL INSPECTION All materials incorporated in this Contract are to be inspected according to IDOT policies and procedures and the process and frequency of testing under the QC/QA specifications for the hot-mix asphalt and according to the Standard Specifications for concrete materials. The latest version of the Project Procedures Guidelines (PPG) is available on the IDOT website at: http://www.dot.state.il.us/materials/projectproceduresguide.html The Contractor shall be responsible for QC testing of these materials on the job site with the Engineer being notified at least twenty-four (24) hours in advance of the placement of any of these materials. Please note that the Contractor is required to submit a QC plan to the Engineer for approval per the reference specifications. Five percent (5%) of the final contract amount due the Contractor will be withheld pending receipt of all documentation and approval of the Engineers Final Payment Estimate by the District Bureau of Local Roads and Streets. WORKING ENVIRONMENT It is the sole responsibility of the Contractor, not the Owner or Owner’s representative, to ensure a safe working environment and to comply with all applicable OSHA, or other, safety requirements. MOBILIZATION This contract contains no provisions for mobilization. Therefore, article 671 of the Standard Specifications is deleted. CONSTRUCTION STAKING AND MARKING Construction staking and marking, establishing the location, alignment, elevation and grade of the work, shall conform to article 105.09 of the Standard Specifications. Requests for control information must be made 72 hours prior to the date needed. Construction staking will be discussed at the preconstruction meeting prior to commencement of work, at which meeting the proper contact information will be provided. The costs for construction staking are the responsibility of the Contractor. This will not be paid for separately but shall be considered incidental to the cost of the project. This special provision shall take precedence over any other references to construction layout in the plans or specifications. 5 PAY ITEM SPECIAL PROVISIONS DEMOLITION OF EXISTING MATERIAL STORAGE SHED The Contractor shall furnish all labor, materials and equipment necessary to remove the existing material storage shed. The following items, summarized below, shall be considered inclusive to the pay item for DEMOLITION OF EXISTING MATERIAL STORAGE SHED. Structure Removal: This work shall include the complete removal of the structure, including concrete post footings, as indicated on the plans and described herein, to existing grade. All debris should be hauled off-site at a location provided by the Contractor. Electrical: The existing electrical service conduit in the building shall be removed and the conduit feed into the building shall be capped at or just below existing grade, in accordance with local building and electrical code. All wires shall be removed back to the existing cabinet and then removed from the power source. Work Site Safety and Traffic Control: Traffic Control will be required at all times. The Contractor shall erect, maintain and remove all signs, barricades, flagmen and other traffic control devices as may be necessary for the purpose of regulating, warning or guiding traffic. Placement and maintenance of all traffic control devices shall be in accordance with the applicable parts of Article 107.14 of the Standard Specifications. Contractor shall also be responsible for providing a safe, healthful working environment throughout the demolition process. Inspection: Contractor shall be responsible for arranging any necessary inspections. Contractor shall contact the appropriate entities as identified during the Preconstruction Conference a minimum of 24 hours prior to work to allow for the proper scheduling of work. Any delay of work resulting from a failure to properly notify the appropriate entities will not be considered for completion date extensions. Protection of Adjacent Facilities & Restoration: Contractor shall conduct the demolition in such a manner that other buildings and structures located on site are not damaged in any way – this includes the existing adjacent storage barn. Any such damage shall be repaired at the Contractor’s expense. Restoration and replacement of such areas damaged during the demolition sequences shall be in a condition equal to or better than its original condition, subject to approval by the Engineer. Means and Methods: The Engineer and the United City of Yorkville are not responsible for the construction means, methods, techniques, sequences, procedures, time of performance, programs or for any safety precautions utilized by the Contractor. The Contractor is solely responsible for execution of his work in accordance with the contract documents and specifications, and all applicable local, state, and federal laws and requirements. 6 This work will be paid for at the contract price for Lump Sum for DEMOLITION OF EXISTING MATERIAL STORAGE SHED, which price shall include the removal and satisfactory disposal of material. CONCRETE SLAB REMOVAL This work shall consist of saw cutting, removing and off-site disposal of the existing concrete slab as required for the construction of the proposed material storage shed. This work will be paid for at the contract unit price per square yard for CONCRETE SLAB REMOVAL which price shall include the excavation and disposal of material. AGGREGATE BASE COURSE, 4” This work shall consist of removing any existing material and furnishing and placing new aggregate base course prior to concrete slab construction operations in the areas designated on the plans and in accordance with Sections 202 and 311 of the Standard Specifications. As required, the Contractor shall excavate any material and place a new aggregate base course, as measured to a depth of 10 inches below the proposed concrete slab finished grade, per the grades indicated on the drawings. There will be 4” aggregate base course and 6” of concrete. The excavated material is to be disposed of off-site, Once subgrade is achieved the subgrade shall be inspected and approved by the Owner’s soil testing laboratory to verify structural stability, prior to aggregate base course installation. This work will be paid for at the contract unit price per square yard for AGGREGATE BASE COURSE, 4” which price shall include the excavation and disposal of any unsuitable material. CAST-IN-PLACE CONCRETE This work shall consist of furnishing and placing concrete, backfilling and compacting fill material above and adjacent to the footing and concrete walls as shown on the plans and in accordance with the applicable parts of Sections 400 and 500 of the Standard Specifications, American Concrete Institute (ACI) 318 and ACI 301, latest editions, the “Foundation Plan Sections & Notes” detail in the plans, and with these Special Provisions. The notes and details in the plans shall supersede any Standards and Provisions referenced herein. The concrete, associated reinforcement, including reinforcement bars and woven wire fabric and backfill shall not be measured separately. This work will be paid for at the contract unit price per Lump Sum for CAST-IN-PLACE CONCRETE which price shall include furnishing, placing, and reinforcing the concrete and backfilling and compacting the fill material as shown in the plans and on Contractor shop drawings to be submitted to the architect for review prior to fabrication. BOLLARD This work shall consist of installation of bollards at the locations shown on the plans complete in place. This work will be paid for at the contract unit price per each for BOLLARD which price shall include the excavation, concrete base, cement filled steel post, paint and disposal of excess material. RESTORATION The Contractor shall restore all areas disturbed during construction of the storage facility and related 7 appurtenances or as part of any of his activities to a condition equal to or better than the original condition. This work shall include the stripping, stockpiling, and replacement of topsoil as specified on the plans. Topsoil shall be defined as friable clay loam surface soil found in a depth of not less than six inches. Satisfactory topsoil is reasonably free of subsoil, clay lumps, stones and other objects over two inches in diameter, and without weeds, roots and other objectionable material. Topsoil stripping and stockpiling shall be completed as follows: 1. Strip topsoil to whatever depths encountered in a manner to prevent intermingling with underlying subsoil or other objectionable material. a. Remove heavy growths of grass from areas before stripping. b. Where existing trees are indicated to remain, leave existing topsoil in place within drip lines to prevent damage to root system. 2. Stockpile topsoil at a location as directed by Engineer. Construct storage piles to provide free drainage of surface water. Cover storage piles, if required, to prevent wind erosion. 3. Topsoil stockpiles are to remain separated from excavated material stockpiles throughout construction. Topsoil replacement shall be completed as follows: Preparation of subsoil 1. Prepare sub-soil to eliminate uneven areas and low spots. Maintain lines, levels, profiles and contours. Make changes in grade gradual. Blend slopes into level areas. 2. Remove foreign materials, weeds and undesirable plants and their roots. Remove contaminated sub-soil. Placing topsoil 1. Spread topsoil to the depth that existed prior to disturbance. Chisel plow to a depth of 6 inches and rake topsoil until smooth. 2. Place topsoil during dry weather and on dry unfrozen sub-grade. 3. Remove vegetable matter and foreign non-organic material from topsoil while spreading. 4. Grade topsoil to eliminate rough, low or soft areas, and to ensure positive drainage. All grassed areas disturbed during construction shall be restored to their original shape, contour and condition. Seeding, including finish grade preparation of seedbed, fertilizer and planting shall be as set forth in Section 250 of the Standard Specifications. The seeding mixture used shall be Class 1 (lawn mixture). Topsoil (six-inch (6”) minimum thickness) shall be provided. The Contractor shall be responsible for maintaining all restored areas until such a time as the City accepts these areas. This acceptance will be granted after the Contractor has both fulfilled the minimum required maintenance items and has established a stand of grass (where required) which meets the acceptance standards set forth in these Special Provisions. Acceptance of seeded areas will be determined by inspection by the City and Engineer. In order for an area to be accepted, it shall conform the following: 1. Grass shall display a reasonably uniform distribution of grass plants 2. Grass shall display vigorous growth and be green and healthy in appearance. Areas having bare spots larger than one (1) square foot will not be accepted. In this situation, the bare spots must be re-seeded in accordance with seeding and maintenance specifications. The Contractor shall have a representative on the job at all time when work is being performed. 8 Additional areas damaged by machinery, construction equipment, Contractor negligence or over-excavation beyond the limits shown on the plans shall be repaired in accordance with this Special Provision, at the Contractor’s expense. Unless otherwise listed for payment separately, all work under the general heading RESTORATION will be paid for at the contract unit price per square yard for which price shall be payment in full for restoring the areas disturbed. NON-SPECIAL, NON-HAZARDOUS SOIL WASTE DISPOSAL – TYPE 1 Any excess excavated material that does not meet the requirements for disposal at a CCDD facility and not needed for backfill or embankment shall be removed and disposed of at a permitted receiving facility (i.e. landfill) provided by the Contractor or other approved location. The cost of removal, transportation and disposal of the non-special, non-hazardous soil will be paid for at the contract unit price per ton for NON- SPECIAL, NON-HAZARDOUS SOIL WASTE DISPOSAL – TYPE 1. Documentation from the permitted receiving facility indicating date, time, weight, driver, truck number, etc. shall be provided to the Engineer as requirement for payment for this work item. PRE-ENGINEERED POST FRAME BUILDING SYSTEMS GENERAL The metal building systems included in this section were designed around W ick Buildings. If another manufacturer is submitted other than Wick Buildings, Contractor to prepare and submit to the Engineer for approval as part of his bid, a detailed list of all exceptions to the following specifications and engineering plans of the building proposed to be furnished and installed. Such changes, if approved, shall be accomplished at no additional cost to the Owner and time extensions associated with the changes will not be approved by the Engineer. The Contractor will reimburse the Owner and Engineer for review or redesign services associated with re-approval. The Contractor shall assume the cost of, and responsibility for, satisfactorily accomplishing the necessary changes corresponding to the dimensions and characteristics of the building submitted by the Contractor and approved by the Engineer. A. This Section Includes the following: 1. Factory fabricated Pre-Engineered wall column. 2. Factory fabricated Pre-Engineered roof rafters. 3. Factory fabricated Pre-Engineered siding panels and metal roofing. 4. Factory fabricated Pre-Engineered building system accessories including, but not limited to, doors and windows. 5. Prefinished metal trim items. 6. Prefinished ridge vents and soffits. 7. Prefinished gutter and downspouts. B. Reference Standards: 1. Preservative Treated Lumber a. American Wood Preservers Association (AWPA) b. Treated item shall comply with AWPA standard C15 minimum. c. Treated items shall bear the quality mark with appropriate specification information, along with and stamped by the participating mill or agency involved. 2. Framing Lumber a. Lumber grading rules and wood species i. National Design Specifications for Wood Construction, current edition. ii. Northeastern Lumber Manufacturer’s Association, Inc. (NELMA). iii. Southern Pine Inspection Bureau (SPIB): Southern Pine. iv. West Coast Lumber Inspection Bureau (WCLIB): Douglas Fir. v. Western Wood Products Association (WWPA): Douglas Fir and Ponderosa Pine. 9 3. Wood LVL Rafters a. Contractor must submit manufacturer’s descriptive literature indicating material composition, thickness, dimensions, loading and fabrication details. b. LVL rafters shall be qualified to ASTM D5456 by APA -The Engineered Wood Association. c. LVL rafters shall be pressure bonded, lap-jointed wood veneers, with grain of veneers running parallel in the long direction. d. LVL rafters shall be designed by the contractor or manufacturer in accordance with the applicable building codes. All rafter designs must be accompanied by complete and accurate shop drawings and contain the following information: i. Slope or depth, span and spacing of the rafter. ii. Heel bearing height. iii. Design loading. iv. Adjustments to lumber and fastener design values for conditions of use. v. Fastener type, thickness of gauge, and size. vi. Lumber size, species and grade for each member. C. System Description: 1. Clear span frame – coordinate with drawings. 2. Primary framing – wood roof rafters and columns. 3. Secondary framing – purlins, girts, bracing and other items as required. 4. Wall and roof systems – preformed metal panels. D. Design Requirements: 1. Coordinate building loads. Refer to design load tables on plans. 2. Building Code: IBC, International Building Code Including unbalanced roof loads required by the most current version of ASCE-7 E. Submittals: 1. Supply four (4) sets of the following bearing a Professional Engineering Seal registered in the State of Illinois: a. Complete detailed shop and erection drawings indicating size and location of each building component and part. Certify that specified roof and wind load requirements are met. b. Rafter engineering calculations and design calculation should include the following: i. Bending moments and axial forces for each member. ii. Basic plate design values. iii. Design analysis for each joint indicating that proper plates have been used. iv. Successful bidder shall provide written proof of a third party inspection program in force for the rafter manufacturer used on project. c. Standard color chart supplied by Manufacturer for the owner/engineer to choose from. d. Brochures/details/samples of specialty accessory products used or specified on this project. F. Quality Assurance: 1. Building package by a Pre-engineered building Manufacturer with 50 years of doing business. 2. Building Manufacturer must own manufacturing facilities. 3. Exterior fastened steel panel shall be roll-formed in Manufacturer’s manufacturing facility. 4. Columns shall be factory fabricated by Manufacturer, in their manufacturing facility. They shall not be manufactured or assembled on-site. 5. Rafters shall be factory fabricated by Manufacturer, not the contractor. 6. Building package shall be supplied by a pre-engineered building Manufacturer, with fully staffed engineering department. All structural components shall be supplied by a source with one warranty. 7. All building packages shall be delivered by the Manufacturer’s trucks and personnel. 8. Package (shell) erection shall be supervised by Manufacturer’s representative builder or Manufacturer employed field superintendent. G. Qualifications: 10 1. Structural components shall be designed under direct supervision of a Professional Engineer employed by the Manufacturer. 2. An adequate number of skilled work people shall be employed who are thoroughly trained and experienced in the necessary skills. They will be completely familiar with the specified requirements and methods for proper performance of work. H. Regulatory Requirements: 1. All applicable building codes and/or ordinances covering this work shall be the responsibility of the contractor. 2. Work together with regulatory agencies or authorities to provide data as requested. 3. Panels shall not be stored such that they are in contact with any other material that could create staining or discoloration. I. Environmental Requirements: 1. Material packaging for minimum natural resource waste on project. 2. Building delivery package materials must be reused in the building system, i.e., metal panel cribbing 2x’s used as part of secondary framing systems (nonstructural.) J. Delivery, Storage and Handling: 1. Prefabricated components, i.e., rafters, columns, steel sheathing and other items, shall be delivered and stored so they will not be damaged or deformed. 2. Roofing and siding panels will be stored so water will drain freely. 3. Panels shall not be stored such that they are in contact with any other material that could create staining or discoloration. K. Warranty: Contractor to warrant to the original owner, commencing on the date of its substantial completion and subject to limitations, exclusions and conditions set forth herein, as follows: FOR FIFTY (50) YEARS Free of Charge, Contractor will replace or repair, at its option, treated structural posts that fail because of insect damage or because of decay that occurs under normal conditions and proper use. FOR FORTY (40) YEARS Free of Charge, Contractor will replace or refinish, at its option, painted steel roofing or siding panels if the paint peels, cracks, checks, flakes, or blisters to an extent that is apparent by ordinary outdoor visual observation when exposed to normal weather and atmospheric conditions. Damage or loss resulting from exposure to atmospheric pollutants, including but not limited to animal waste or other corrosive conditions, is excluded under this warranty. FOR THIRTY (30) YEARS Free of Charge, Contractor will replace or refinish, at its option, painted steel roofing or siding panels should the color change or chalk more than the specifications shown in the following table: Vertical Installation Non-Vertical Installation Chalk (ASTM D-4214) 8 6 Color Change (ASTM D-2244) 5 7 FOR TWENTY (20) YEARS Free of Charge, Contractor will replace or repair, at its option, acrylic coated Galvalume® steel roofing or siding panels should they rupture, perforate, or fail structurally when exposed to normal weather and atmospheric conditions. Damage or loss resulting from exposure to atmospheric pollutants, including but not limited to animal waste or other corrosive conditions, is excluded under this warranty. FOR SEVEN (7) YEARS Free of Charge, Contractor will repair leaks in steel roofing panels that result from defects in material 11 or workmanship except those leaks occurring where the building is connected to an adjacent structure. FOR FIVE (5) YEARS Free of Charge, Contractor will replace or repair, at its option, those portions of the structural framework, including roofing and siding panels, damaged by wind or snow loads that do not exceed design specifications. Free of Charge, Contractor will replace or repair, at its option, sliding doors damaged by wind or snow so long as the door is in a locked-open or locked-closed position when the damage occurs. Free of Charge, Contractor will replace or repair, at its option, painted steel or acrylic coated steel roofing or siding panels perforated by hail. FOR ONE (1) YEAR Free of Charge, Contractor will repair any other defects in materials or workmanship. PRODUCTS L. Building System Manufacturers: 1. Wick Buildings, 800-356-9682 WickBuildings.com a. Mazomanie, Wisconsin 2. Other Systems – Pre-approved Acceptable: a. Approved equals meeting specification requirement sections B, F, I, K, 2.02 and 2.03. b. Must be approved 7 days prior to submission of the bid. i. Lester ii. Morton M. Materials – Framing: 1. Sill Plate a. 2”x8” #1 or better Southern Yellow Pine (SYP). b. This member shall be pressure treated with a wood preservative to a net retention as specified by the American Wood Preservers Association (AWPA) for ground contact conditions. Treatment shall be Osmose MicroPro copper Azol (MCA) with 15 pounds of preservative per cubic foot of wood. Member shall be Kiln dried to a maximum of 19% moisture content. The preservative shall penetrate 100% of the sapwood. 2. Columns a. Full Length Laminated Column Factory fabricated from minimum 3 ply 2”x6” 2400 MSR Southern Yellow Pine (SYP). Columns shall be full-length (unspliced) nail laminated plys up through 20’ with middle ply to have short truss support block. Columns over 20’ length shall be spliced (a minimum of 3’ length) with reinforced metal truss plates pressed in place over splice on the outside laminate. Refer to Section B, Reference Standards / 3. Wood rafters / letter c. referencing LVL construction. i. Columns shall be pressure treated. This is in accordance with the “American Wood Preserves Association“ (AWPA) standards latest edition, with a wood preservative to a net retention of .60 pounds per cubic foot of CCA Type – C formulation. 3. Wood Rafters a. Rafters shall be constructed of surfaced lumber, smooth and free of all cracks and checks. b. Plates: Connector plates shall be fabricated from ASTM A 653 SS, 20 gauge Grade 40, or 18 gauge, Grade 80, steel sheets galvanized with G-60 coating. c. Design and fabricate rafters and connections to withstand designated snow and wind loads and all dead loads. d. Fabricate rafters in plant, using mechanical or hydraulic fixtures as required to bring members into contact. Install plates in accordance with Manufacturer’s instruction. 4. Baseboards a. 2”x8” #1 or better Southern Yellow Pine (SYP). 12 b. This member shall be pressure treated with a wood preservative to a net retention as specified by the American Wood Preservers Association (AWPA) for ground contact conditions. Treatment shall be Osmose MicroPro copper Azol (MCA) with 15 pounds of preservative per cubic foot of wood. Member shall be Kiln dried to a maximum of 19% moisture content. The preservative shall penetrate 100% of the sapwood. i. This treated member shall be attached to columns with a minimum of 3 hot dipped galvanized nails (ASTM A153). 5. Wall Girts a. 2”x6” 1650 MSR Spruce Pine Fir (SPF) as required by design at appropriate spacings. 6. Purlins and Truss Ties a. 2”x4” 1650 MSR or better Spruce Pine Fir (SPF) as required by design dependent upon roof loading specification. 7. Wind Bracing a. Provide “T’d” 2”x6”/2”x4” 1650 MSR or better Spruce Pine Fir (SPF) from endwall column to first rafter back. b. Provide 2”x4” 1650 MSR diagonal in roofline bracing as required by design. 8. Framing Around Openings a. Provide 2”x6”/2”x4” 1650 MSR or better Spruce Pine Fir (SPF) around personnel doors and windows. b. Provide 2”x6”/2”x4” 1650 MSR or better Spruce Pine Fir (SPF) around overhead door openings. 10. Headers a. Provide built-up Machine Stress Rated (MSR) or better wood headers per building manufacturer as required to meet proper loading. 11. Incidental framing a. Provide 1650 MSR or better 2”x4” Spruce Pine Fir (SPF). 12. Bent Anchor Bolts: ASTM F 1554, Grade 36. a. Nuts: ASTM A 563 heavy hex carbon steel. b. Washers: ASTM F 436 hardened carbon steel. c. Finish: Hot-dip zinc coating, ASTM A 153/A 153M, Class C. 13. Column Anchor. a. The building manufacturer will provide the bolt and bracket design for anchoring their building to the columns. The building manufacturer will supply stamped engineering to support their calculation for bolts and brackets. N. Materials – Prefinished Materials: 1. Roofing Panel Options a. Exposed Fastened Steel Panels i. All roofing panels shall be 29 gauge (.015 minimum thickness) steel with a G-90 galvanized zinc coating. Panels shall be a minimum structural strength ASTM A446 grade E, 82,000 PSI tensile strength. All panels shall include a zinc phosphate pre-treatment, and then covered with a total of 1.5 mil thick paint system. Paint system shall consist of a corrosion-resistant prime coat and an architectural finish coat of Ceram-A-Star 1050. ii. All metal roof shall be fastened with minimum of 1” color-matched EPDM washered #9 screw fasteners placed in the flat of the steel next to all major ribs along every row of girts and purlins. All fasteners shall be color-matched to wall and roof panels and trim. 2. Sidewall Siding a. Exposed Fastened Steel Panels i. All siding panels shall be 29 gauge (.015 minimum thickness) steel with a G-90 galvanized zinc coating. Panels shall be a minimum structural strength ASTM A446 grade E, 82,000 PSI tensile strength. All panels shall include a zinc phosphate pre-treatment, and then covered with a total of 1.5 mil thick paint system. Paint system shall consist of a corrosion-resistant prime coat and an architectural finish coat of Ceram-A-Star1050. ii. All metal sidewall panels shall be fastened with minimum of 1” color-matched EPDM washered #9 screw fasteners placed in the flat of the steel next to all major ribs along every row of girts and purlins. All fasteners shall be color-matched to wall and roof panels and trim. 13 3. Metal Trim Items a. Trim: Roofing and siding panels shall be trimmed using painted trim with the same paint product specifications as the roofing and siding panels. Standard trim to be placed at all corners, ridge line, rake (intersection of roof and endwall), eave (intersection of roof and sidewall) and base (bottom of sidewall and endwall steel.) All standard trims, overhang fascias, track covers, slide door jambs and trims to be available in building panel covers. Overhead door trims and slide door jamb trims shall be one piece up to 16’. All other trims shall be a minimum of 12’ in length to eliminate splices. b. Fasteners: All framing lumber shall be fastened with 10d, 16d and 60d ring shank nails. All machine bolts used shall be a minimum grade 1, A307. All metal roof and sidewall panels shall be fastened with minimum of 1” color-matched EPDM washered #9 screw fasteners placed in the flat of the steel next to all major ribs along every row of girts and purlins. All fasteners shall be color-matched to wall and roof panels and trim. 4. Gutter and Downspouts a. If shown and specified on drawings, provide 5” style “K” gutter. Material shall be the same specification as trim. b. Silicone sealant shall be used at laps to maintain leak prevention and to relieve stress due to thermal movement. c. Provide 3”x4” downspouts with appropriate elbows and connector bands. d. Gutter shall be attached with screw fasteners and internal brackets of a maximum of 3’ on center. Exposed nail heads are unacceptable. O. Materials – Other: 1. Closure Strips a. Closed cell foam premolded to match configuration of panels. 2. Sealant a. Silicone sealant shall be used. EXECUTION P. Examination: 1. Verify that site conditions meet Manufacturer’s requirements and design requirements for this region. a. Verify that mechanical and electrical utilities are in correct position. Q. Erection – Framing – General: 1. Erect framing in accordance with Manufacturer’s established construction procedures. 2. Make all components and building plumb, square, straight and true to lines. 3. Provide adequate temporary bracing to assure structure remains plumb and square. 4. Altering of structural members will not be permitted. R. Erection Framing: 1. Columns a. Position column over fastener on top of the concrete wall in accordance with the building manufactured recommendations. 2. Baseboards a. Install 2”x8” treated plank, at grade, using Manufacturer recommended fasteners. 3. Wall Girts a. Install 2”x6” girts at centers called for on plan. b. Install 2”x6” overhang nailer, if required, at the top. 4. Rafters a. Set rafters in place in the center member of the column using lifting methods as approved by the Manufacturer and use hangers as accessories as recommended by the manufacturer. b. Brace rafters as recommended by Manufacturer. 5. Purlins a. Install 2”x4” purlins at 24” on center and attach to rafters in accordance with rafter manufacturer recommendations. 14 6. Truss Ties a. Install 2”x4” truss ties at location recommended by Manufacturer. b. Truss ties shall run from endwall to endwall. 7. Incidental Framing a. Install 2”x4” or 2”x6” blocking as required according to building Manufacturers recommendations. S. Erection – Prefinished Metals, General: 1. In accordance with Manufacturer’s established construction procedures, install prefinished metal parts. 2. All components made to be plumb, square, straight and true to lines. 3. Care shall be taken when cutting prefinished materials to ensure cuttings do not remain on finished surface. 4. Fasteners shall be properly installed. Do not under- or overdrive. 5. Components shall be properly installed to assure freedom from rattles. T. Erection – Prefinished Metals: 1. Roofing Panels. a. Panels shall be installed perpendicular to supports aligned straight with end fascias. b. Panels shall be fastened to purlins with 1” EPDM washered #9 screw fasteners. 2. Siding Panels a. Panels shall be installed perpendicular to supports aligned level and plumb. Attach to wall girts and purlins with 1” EPDM washered #9 screw fasteners. 3. Trim Items a. Trim items shall be installed at the base, at any wainscot transition, corners, top of steel siding, fascias, gables and ridge using appropriate 1” screw fasteners. 4. Ridges a. Use screw fasteners to install applicable vent option. b. Insure that the minimum Manufacturer’s clear throat opening is maintained. 5. Gutters and Downspouts a. Gutters shall be installed with concealed gutter brackets, with screw fasteners 36” on center. b. Silicone sealant and silicone rubber gaskets shall be used at laps to maintain leak prevention and to relieve stress due to thermal movement. 6. Strips a. Closed cell foam filler strips shall be provided at the top and bottom of the roofing panels. U. Tolerances/Quality Assurance: 1. Framing Members. a. Shall follow and adhere to the NFBA document “Accepted Practices for Post-frame Construction Framing Tolerances.” 2. Siding and Roofing a. Shall be installed in their “True Position.” This work will be measured and paid for at the contract price for Lump Sum for PRE-ENGINEERED POST FRAME BUILDING SYSTEMS. No additional compensation will be provided for additional materials required, labor, or warranties listed herein. 15 BDE SPECIAL PROVISIONS For the July 31 and September 18, 2015 Lettings The following special provisions indicated by an “x” are applicable to this contract and will be included by the Project Development and Implementation Section of the BD&E. An * indicates a new or revised special provision for the letting. File Name # Special Provision Title Effective Revised 80240 1 Above Grade Inlet Protection July 1, 2009 Jan. 1, 2012 80099 2 Accessible Pedestrian Signals (APS) April 1, 2003 Jan. 1, 2014 80274 3 Aggregate Subgrade Improvement April 1, 2012 Jan. 1, 2013 80192 4 Automated Flagger Assistance Device Jan. 1, 2008 * 80173 5 Bituminous Materials Cost Adjustments Nov. 2, 2006 July 1, 2015 80241 6 Bridge Demolition Debris July 1, 2009 5026I 7 Building Removal-Case I (Non-Friable and Friable Asbestos) Sept. 1, 1990 April 1, 2010 5048I 8 Building Removal-Case II (Non-Friable Asbestos) Sept. 1, 1990 April 1, 2010 5049I 9 Building Removal-Case III (Friable Asbestos) Sept. 1, 1990 April 1, 2010 5053I 10 Building Removal-Case IV (No Asbestos) Sept. 1, 1990 April 1, 2010 * 80360 11 Coarse Aggregate Quality July 1, 2015 80310 12 Coated Galvanized Steel Conduit Jan. 1, 2013 Jan. 1, 2015 80341 13 Coilable Nonmetallic Conduit Aug. 1, 2014 Jan. 1, 2015 80198 14 Completion Date (via calendar days) April 1, 2008 80199 15 Completion Date (via calendar days) Plus Working Days April 1, 2008 80293 16 Concrete Box Culverts with Skews > 30 Degrees and Design Fills ≤ 5 Feet April 1, 2012 April 1, 2015 80294 17 Concrete Box Culverts with Skews ≤ 30 Degrees Regardless of Design Fill and Skews > 30 Degrees with Design Fills > 5 Feet April 1, 2012 April 1, 2014 80311 18 Concrete End Sections for Pipe Culverts Jan. 1, 2013 80334 19 Concrete Gutter, Curb, Median, and Paved Ditch April 1, 2014 Aug. 1, 2014 80277 20 Concrete Mix Design – Department Provided Jan. 1, 2012 Jan. 1, 2014 80261 21 Construction Air Quality – Diesel Retrofit June 1, 2010 Nov. 1, 2014 80335 22 Contract Claims April 1, 2014 80029 23 Disadvantaged Business Enterprise Participation Sept. 1, 2000 Jan. 2, 2015 80358 24 Equal Employment Opportunity April 1, 2015 80265 25 Friction Aggregate Jan. 1, 2011 Nov. 1, 2014 * 80229 26 Fuel Cost Adjustment April 1, 2009 July 1, 2015 80329 27 Glare Screen Jan. 1, 2014 80304 28 Grooving for Recessed Pavement Markings Nov. 1, 2012 Aug. 1, 2014 80246 29 Hot-Mix Asphalt – Density Testing of Longitudinal Joints Jan. 1, 2010 April 1, 2012 80322 30 Hot-Mix Asphalt – Mixture Design Composition and Volumetric Requirements Nov. 1, 2013 Nov. 1, 2014 80323 31 Hot-Mix Asphalt – Mixture Design Verification and Production Nov. 1, 2013 Nov. 1, 2014 * 80347 32 Hot-Mix Asphalt – Pay for Performance Using Percent Within Limits – Jobsite Sampling Nov. 1, 2014 July 1, 2015 80348 33 Hot-Mix Asphalt – Prime Coat Nov. 1, 2014 80315 34 Insertion Lining of Culverts Jan. 1, 2013 Nov. 1, 2013 80351 35 Light Tower Jan. 1, 2015 80336 36 Longitudinal Joint and Crack Patching April 1, 2014 80324 37 LRFD Pipe Culvert Burial Tables Nov. 1, 2013 April 1, 2015 80325 38 LRFD Storm Sewer Burial Tables Nov. 1, 2013 April 1, 2015 80045 39 Material Transfer Device June 15, 1999 Aug. 1, 2014 80342 40 Mechanical Side Tie Bar Inserter Aug. 1, 2014 Jan. 1, 2015 80165 41 Moisture Cured Urethane Paint System Nov. 1, 2006 Jan. 1, 2010 80337 42 Paved Shoulder Removal April 1, 2014 80349 43 Pavement Marking Blackout Tape Nov. 1, 2014 File Name # Special Provision Title Effective Revised 80298 44 Pavement Marking Tape Type IV April 1, 2012 80254 45 Pavement Patching Jan. 1, 2010 80352 46 Pavement Striping - Symbols Jan. 1, 2015 80359 47 Portland Cement Concrete Bridge Deck Curing April 1, 2015 80353 48 Portland Cement Concrete Inlay or Overlay Jan. 1, 2015 April 1, 2015 80338 49 Portland Cement Concrete Partial Depth Hot-Mix Asphalt Patching April 1, 2014 80343 50 Precast Concrete Handhole Aug. 1, 2014 80300 51 Preformed Plastic Pavement Marking Type D - Inlaid April 1, 2012 80328 52 Progress Payments Nov. 2, 2013 3426I 53 Railroad Protective Liability Insurance Dec. 1, 1986 Jan. 1, 2006 80157 54 Railroad Protective Liability Insurance (5 and 10) Jan. 1, 2006 80306 55 Reclaimed Asphalt Pavement (RAP) and Reclaimed Asphalt Shingles (RAS) Nov. 1, 2012 April 1, 2014 80350 56 Retroreflective Sheeting for Highway Signs Nov. 1, 2014 80327 57 Reinforcement Bars Nov. 1, 2013 80344 58 Rigid Metal Conduit Aug. 1, 2014 80354 59 Sidewalk, Corner, or Crosswalk Closure Jan. 1, 2015 April 1, 2015 80340 60 Speed Display Trailer April 2, 2014 * 80127 61 Steel Cost Adjustment April 2, 2004 July 1, 2015 80317 62 Surface Testing of Hot-Mix Asphalt Overlays Jan. 1, 2013 * 80355 63 Temporary Concrete Barrier Jan. 1, 2015 July 1, 2015 80301 64 Tracking the Use of Pesticides Aug. 1, 2012 80356 65 Traffic Barrier Terminals Type 6 or 6B Jan. 1, 2015 20338 66 Training Special Provisions Oct. 15, 1975 80318 67 Traversable Pipe Grate Jan. 1, 2013 April 1, 2014 80345 68 Underpass Luminaire Aug. 1, 2014 April 1, 2015 * 80357 69 Urban Half Road Closure with Mountable Median Jan. 1, 2015 July 1, 2015 80346 70 Waterway Obstruction Warning Luminaire Aug. 1, 2014 April 1, 2015 80288 71 Warm Mix Asphalt Jan. 1, 2012 Nov. 1, 2014 * 80302 72 Weekly DBE Trucking Reports June 2, 2012 April 2, 2015 80289 73 Wet Reflective Thermoplastic Pavement Marking Jan. 1, 2012 80071 74 Working Days Jan. 1, 2002 The following special provisions are in the 2015 Supplemental Specifications and Recurring Special Provisions: File Name Special Provision Title New Location Effective Revised 80292 Coarse Aggregate in Bridge Approach Slabs/Footings Articles 1004.01(b) and 1004.02(f) April 1, 2012 April 1, 2013 80303 Granular Materials Articles 1003.04, 1003.04(c), and 1004.05(c) Nov. 1, 2012 80330 Pavement Marking for Bike Symbol Article 780.14 Jan. 1, 2014 80331 Payrolls and Payroll Records Recurring CS #1 and #5 Jan. 1, 2014 80332 Portland Cement Concrete – Curing of Abutments and Piers Article 1020.13 Jan. 1, 2014 80326 Portland Cement Concrete Equipment Article 1103.03(a)(5) Nov. 1, 2013 80281 Quality Control/Quality Assurance of Concrete Mixtures Recurring CS #31 Jan. 1, 2012 Jan. 1, 2014 80283 Removal and Disposal of Regulated Substances Articles 669.01, 669.08, 669.09, 669.14, and 669.16 Jan. 1, 2012 Nov. 2, 2012 80319 Removal and Disposal of Surplus Materials Article 202.03 Nov. 2, 2012 80307 Seeding Article 250.07 Nov. 1, 2012 80339 Stabilized Subbase Article 312.06 April 1, 2014 80333 Traffic Control Setup and Removal Freeway/Expressway Articles 701.18(l) and 701.19(a) Jan. 1, 2014 File Name Special Provision Title New Location Effective Revised The following special provisions require additional information from the designer. The additional information needs to be included in a separate document attached to this check sheet. The Project Development and Implementation section will then include the information in the applicable special provision. The Special Provisions are:  Bridge Demolition Debris  Building Removal-Case IV  Material Transfer Device  Building Removal-Case I  Completion Date  Railroad Protective Liability Insurance  Building Removal-Case II  Building Removal-Case III  Completion Date Plus Working Days  DBE Participation  Training Special Provisions  Working Days BUILDING REMOVAL - CASE IV (NO ASBESTOS) (BDE) Effective: September 1, 1990 Revised: April 1, 2010 BUILDING REMOVAL: This work shall consist of the removal and disposal of building(s), together with all foundations, retaining walls, and piers, down to a plane 1 ft (300 mm) below the ultimate or existing grade in the area and also all incidental and collateral work necessary to complete the removal of the building(s) in a manner approved by the Engineer. Any holes, such as basements, shall be filled with a suitable granular material. The building(s) are identified as follows: Parcel Bldg. No. No. Location Description Discontinuance of Utilities: The Contractor shall arrange for the discontinuance of all utility services and the removal of the metering devices that serve the building(s) according to the respective requirements and regulations of the City, County, or utility companies involved. The Contractor shall disconnect and seal, in an approved manner, all service outlets that serve any building(s) he/she is to remove. Signs: Immediately upon execution of the contract and prior to the wrecking of any structures, the Contractor shall be required to paint or stencil, in contrasting colors of an oil base paint, on all four sides of each residence and two opposite sides of other structures, the following sign: PROPERTY ACQUIRED FOR HIGHWAY CONSTRUCTION TO BE DEMOLISHED BY THE VANDALS WILL BE PROSECUTED The signs shall be positioned in a prominent location on the structure so that they can be easily seen and read and at a sufficient height to prevent defacing. The Contractor shall not paint signs nor start demolition of any building(s) prior to the time that the State becomes the owner of the respective building(s). Basis of Payment: This work will be paid for at the contract lump sum unit price for BUILDING REMOVAL, numbers as listed above, which price shall be payment in full for complete removal of the buildings and structures, including any necessary backfilling material as specified herein. 1 1 N/A 610 Tower Lane, United City Public Works Salt Storage of Yorkville, Kendall County Shed The lump sum unit price(s) for this work shall represent the cost of demolition. Any salvage value shall be reflected in the contract unit price for this item. Notifications: The "Demolition/Renovation Notice" form, which can be obtained from the IEPA office, shall be completed and submitted to the address listed below at least ten days prior to commencement of any demolition activity. Asbestos Demolition/Renovation Coordinator Illinois Environmental Protection Agency Division of Air Pollution Control P. O. Box 19276 Springfield, Illinois 62794-9276 (217)785-1743 Notices shall be updated if there is a change in the starting date or the amount of asbestos changes by more than 20 percent. Submittals: A. All submittals and notices shall be made to the Engineer except where otherwise specified herein. B. Prior to starting work, the Contractor shall submit proof of written notification and compliance with the “Notifications” paragraph. 5053I COARSE AGGREGATE QUALITY (BDE) Effective: July 1, 2015 Revise Article 1004.01(b) of the Standard Specifications to read: “ (b) Quality. The coarse aggregate shall be according to the quality standards listed in the following table. COARSE AGGREGATE QUALITY QUALITY TEST CLASS A B C D Na2SO4 Soundness 5 Cycle, ITP 104 1/, % Loss max. 15 15 20 25 2/ Los Angeles Abrasion, ITP 96 11/, % Loss max. 40 3/40 4/40 5/45 Minus No. 200 (75 µm) Sieve Material, ITP 11 1.0 6/--- 2.5 7/--- Deleterious Materials 10/ Shale, % max. 1.0 2.0 4.0 8/--- Clay Lumps, % max. 0.25 0.5 0.5 8/--- Coal & Lignite, % max. 0.25 --- --- --- Soft & Unsound Fragments, % max. 4.0 6.0 8.0 8/--- Other Deleterious, % max. 4.0 9/2.0 2.0 8/--- Total Deleterious, % max. 5.0 6.0 10.0 8/--- Oil-Stained Aggregate 10/, % max 5.0 --- --- 1/ Does not apply to crushed concrete. 2/ For aggregate surface course and aggregate shoulders, the maximum percent loss shall be 30. 3/ For portland cement concrete, the maximum percent loss shall be 45. 4/ Does not apply to crushed slag or crushed steel slag. 5/ For hot-mix asphalt (HMA) binder mixtures, except when used as surface course, the maximum percent loss shall be 45. 6/ For crushed aggregate, if the material finer than the No. 200 (75 µm) sieve consists of the dust from fracture, essentially free from clay or silt, this percentage may be increased to 2.5. 7/ Does not apply to aggregates for HMA binder mixtures. 8/ Does not apply to Class A seal and cover coats. 9/ Includes deleterious chert. In gravel and crushed gravel aggregate, deleterious chert shall be the lightweight fraction separated in a 2.35 heavy media separation. In crushed stone aggregate, deleterious chert shall be the lightweight fraction separated in a 2.55 heavy media separation. Tests shall be run according to ITP 113. 10/ Test shall be run according to ITP 203. 11/ Does not apply to crushed slag. All varieties of chert contained in gravel coarse aggregate for portland cement concrete, whether crushed or uncrushed, pure or impure, and irrespective of color, will be classed as chert and shall not be present in the total aggregate in excess of 25 percent by weight (mass). Aggregates used in Class BS concrete (except when poured on subgrade), Class PS concrete, and Class PC concrete (bridge superstructure products only, excluding the approach slab) shall contain no more than two percent by weight (mass) of deleterious materials. Deleterious materials shall include substances whose disintegration is accompanied by an increase in volume which may cause spalling of the concrete.” 80360 CONSTRUCTION AIR QUALITY – DIESEL RETROFIT (BDE) Effective: June 1, 2010 Revised: November 1, 2014 The reduction of emissions of particulate matter (PM) for off-road equipment shall be accomplished by installing retrofit emission control devices. The term “equipment” refers to diesel fuel powered devices rated at 50 hp and above, to be used on the jobsite in excess of seven calendar days over the course of the construction period on the jobsite (including rental equipment). Contractor and subcontractor diesel powered off-road equipment assigned to the contract shall be retrofitted using the phased in approach shown below. Equipment that is of a model year older than the year given for that equipment’s respective horsepower range shall be retrofitted: Effective Dates Horsepower Range Model Year June 1, 2010 1/ 600-749 2002 750 and up 2006 June 1, 2011 2/ 100-299 2003 300-599 2001 600-749 2002 750 and up 2006 June 1, 2012 2/ 50-99 2004 100-299 2003 300-599 2001 600-749 2002 750 and up 2006 1/ Effective dates apply to Contractor diesel powered off-road equipment assigned to the contract. 2/ Effective dates apply to Contractor and subcontractor diesel powered off-road equipment assigned to the contract. The retrofit emission control devices shall achieve a minimum PM emission reduction of 50 percent and shall be: a) Included on the U.S. Environmental Protection Agency (USEPA) Verified Retrofit Technology List (http://www.epa.gov/cleandiesel/verification/verif-list.htm), or verified by the California Air Resources Board (CARB) (http://www.arb.ca.gov/diesel/verdev/vt/cvt.htm); or b) Retrofitted with a non-verified diesel retrofit emission control device if verified retrofit emission control devices are not available for equipment proposed to be used on the project, and if the Contractor has obtained a performance certification from the retrofit device manufacturer that the emission control device provides a minimum PM emission reduction of 50 percent. Note: Large cranes (Crawler mounted cranes) which are responsible for critical lift operations are exempt from installing retrofit emission control devices if such devices adversely affect equipment operation. Diesel powered off-road equipment with engine ratings of 50 hp and above, which are unable to be retrofitted with verified emission control devices or if performance certifications are not available which will achieve a minimum 50 percent PM reduction, may be granted a waiver by the Department if documentation is provided showing good faith efforts were made by the Contractor to retrofit the equipment. Construction shall not proceed until the Contractor submits a certified list of the diesel powered off-road equipment that will be used, and as necessary, retrofitted with emission control devices. The list(s) shall include (1) the equipment number, type, make, Contractor/rental company name; and (2) the emission control devices make, model, USEPA or CARB verification number, or performance certification from the retrofit device manufacturer. Equipment reported as fitted with emissions control devices shall be made available to the Engineer for visual inspection of the device installation, prior to being used on the jobsite. The Contractor shall submit an updated list of retrofitted off-road construction equipment as retrofitted equipment changes or comes on to the jobsite. The addition or deletion of any diesel powered equipment shall be included on the updated list. If any diesel powered off-road equipment is found to be in non-compliance with any portion of this special provision, the Engineer will issue the Contractor a diesel retrofit deficiency deduction. Any costs associated with retrofitting any diesel powered off-road equipment with emission control devices shall be considered as included in the contract unit prices bid for the various items of work involved and no additional compensation will be allowed. The Contractor's compliance with this notice and any associated regulations shall not be grounds for a claim. Diesel Retrofit Deficiency Deduction When the Engineer determines that a diesel retrofit deficiency exists, a daily monetary deduction will be imposed for each calendar day or fraction thereof the deficiency continues to exist. The calendar day(s) will begin when the time period for correction is exceeded and end with the Engineer's written acceptance of the correction. The daily monetary deduction will be $1,000.00 for each deficiency identified. The deficiency will be based on lack of diesel retrofit emissions control. If a Contractor accumulates three diesel retrofit deficiency deductions for the same piece of equipment in a contract period, the Contractor will be shutdown until the deficiency is corrected. Such a shutdown will not be grounds for any extension of the contract time, waiver of penalties, or be grounds for any claim. 80261 REINFORCEMENT BARS (BDE) Effective: November 1, 2013 Revise the first and second paragraphs of Article 508.05 of the Standard Specifications to read: “ 508.05 Placing and Securing. All reinforcement bars shall be placed and tied securely at the locations and in the configuration shown on the plans prior to the placement of concrete. Manual welding of reinforcement may only be permitted or precast concrete products as indicated in the current Bureau of Materials and Physical Research Policy Memorandum “Quality Control / Quality Assurance Program for Precast Concrete Products”, and for precast prestressed concrete products as indicated in the Department’s current “Manual for Fabrication of Precast Prestressed Concrete Products”. Reinforcement bars shall not be placed by sticking or floating into place or immediately after placement of the concrete. Bars shall be tied at all intersections, except where the center to center dimension is less than 1 ft (300 mm) in each direction, in which case alternate intersections shall be tied. Molded plastic clips may be used in lieu of wire to secure bar intersections, but shall not be permitted in horizontal bar mats subject to construction foot traffic or to secure longitudinal bar laps. Plastic clips shall adequately secure the reinforcement bars, and shall permit the concrete to flow through and fully encase the reinforcement. Plastic clips may be recycled plastic, and shall meet the approval of the Engineer. The number of ties as specified shall be doubled for lap splices at the stage construction line of concrete bridge decks when traffic is allowed on the first completed stage during the pouring of the second stage.” Revise the fifth paragraph of Article 508.05 of the Standard Specifications to read: “ Supports for reinforcement in bridge decks shall be metal. For all other concrete construction the supports shall be metal or plastic. Metal bar supports shall be made of cold- drawn wire, or other approved material and shall be either epoxy coated, galvanized or plastic tipped. When the reinforcement bars are epoxy coated, the metal supports shall be epoxy coated. Plastic supports may be recycled plastic. Supports shall be provided in sufficient number and spaced to provide the required clearances. Supports shall adequately support the reinforcement bars, and shall permit the concrete to flow through and fully encase the reinforcement. The legs of supports shall be spaced to allow an opening that is a minimum 1.33 times the nominal maximum aggregate size used in the concrete. Nominal maximum aggregate size is defined as the largest sieve which retains any of the aggregate sample particles. All supports shall meet the approval of the Engineer.” Revise the first sentence of the eighth paragraph of Article 508.05 of the Standard Specifications to read: “ Epoxy coated reinforcement bars shall be tied with plastic coated wire, epoxy coated wire, or molded plastic clips where allowed.” Add the following sentence to the end of the first paragraph of Article 508.06(c) of the Standard Specifications: “ In addition, the total slip of the bars within the splice sleeve of the connector after loading in tension to 30 ksi (207 MPa) and relaxing to 3 ksi (20.7 MPa) shall not exceed 0.01 in. (254 microns).” Revise Article 1042.03(d) of the Standard Specifications to read: “ (d) Reinforcement and Accessories: The concrete cover over all reinforcement shall be within ±1/4 in. (±6 mm) of the specified cover. Welded wire fabric shall be accurately bent and tied in place. Miscellaneous accessories to be cast into the concrete or for forming holes and recesses shall be carefully located and rigidly held in place by bolts, clamps, or other effective means. If paper tubes are used for vertical dowel holes, or other vertical holes which require grouting, they shall be removed before transportation to the construction site.” 80327 LR107-4 Page 1 of 1 State of Illinois Department of Transportation Bureau of Local Roads and Streets SPECIAL PROVISION FOR INSURANCE Effective: February 1, 2007 Revised: August 1, 2007 All references to Sections or Articles in this specification shall be construed to mean specific Section or Article of the Standard Specifications for Road and Bridge Construction, adopted by the Department of Transportation. The Contractor shall name the following entities as additional insured under the Contractor’s general liability insurance policy in accordance with Article 107.27: The entities listed above and their officers, employees, and agents shall be indemnified and held harmless in accordance with Article 107.26. Kendall County Prevailing Wage for June 2015 (See explanation of column headings at bottom of wages) Trade Name RG TYP C Base FRMAN M-F>8 OSA OSH H/W Pensn Vac Trng ==================== == === = ====== ====== ===== === === ===== ===== ===== ===== ASBESTOS ABT-GEN ALL 38.200 38.700 1.5 1.5 2.0 13.42 10.48 0.000 0.500 ASBESTOS ABT-MEC BLD 35.100 37.600 1.5 1.5 2.0 11.17 10.76 0.000 0.720 BOILERMAKER BLD 45.650 49.760 2.0 2.0 2.0 6.970 17.81 0.000 0.400 BRICK MASON BLD 42.580 46.840 1.5 1.5 2.0 9.850 13.60 0.000 1.030 CARPENTER ALL 42.520 44.520 1.5 1.5 2.0 13.29 12.76 0.000 0.630 CEMENT MASON ALL 42.900 44.900 2.0 1.5 2.0 9.900 16.32 0.000 0.500 CERAMIC TILE FNSHER BLD 35.810 0.000 1.5 1.5 2.0 10.55 8.440 0.000 0.710 COMMUNICATION TECH BLD 38.620 40.720 1.5 1.5 2.0 10.19 10.81 0.000 1.350 ELECTRIC PWR EQMT OP ALL 37.890 51.480 1.5 1.5 2.0 5.000 11.75 0.000 0.380 ELECTRIC PWR EQMT OP HWY 39.220 53.290 1.5 1.5 2.0 5.000 12.17 0.000 0.390 ELECTRIC PWR GRNDMAN ALL 29.300 51.480 1.5 1.5 2.0 5.000 9.090 0.000 0.290 ELECTRIC PWR GRNDMAN HWY 30.330 53.290 1.5 1.5 2.0 5.000 9.400 0.000 0.300 ELECTRIC PWR LINEMAN ALL 45.360 51.480 1.5 1.5 2.0 5.000 14.06 0.000 0.450 ELECTRIC PWR LINEMAN HWY 46.950 53.290 1.5 1.5 2.0 5.000 14.56 0.000 0.470 ELECTRIC PWR TRK DRV ALL 30.340 51.480 1.5 1.5 2.0 5.000 9.400 0.000 0.300 ELECTRIC PWR TRK DRV HWY 31.400 53.290 1.5 1.5 2.0 5.000 9.730 0.000 0.310 ELECTRICIAN BLD 45.950 50.550 1.5 1.5 2.0 10.57 12.87 0.000 1.610 ELEVATOR CONSTRUCTOR BLD 50.800 57.150 2.0 2.0 2.0 13.57 14.21 4.060 0.600 FENCE ERECTOR ALL 45.060 48.660 2.0 2.0 2.0 10.52 18.81 0.000 0.400 GLAZIER BLD 40.000 41.500 1.5 2.0 2.0 12.49 15.99 0.000 0.940 HT/FROST INSULATOR BLD 48.450 50.950 1.5 1.5 2.0 11.47 12.16 0.000 0.720 IRON WORKER ALL 45.060 48.660 2.0 2.0 2.0 10.52 18.81 0.000 0.400 LABORER ALL 38.000 38.750 1.5 1.5 2.0 13.42 10.48 0.000 0.500 LATHER ALL 42.520 44.520 1.5 1.5 2.0 13.29 12.76 0.000 0.630 MACHINIST BLD 44.350 46.850 1.5 1.5 2.0 6.760 8.950 1.850 0.000 MARBLE FINISHERS ALL 31.400 32.970 1.5 1.5 2.0 9.850 13.10 0.000 0.600 MARBLE MASON BLD 41.780 45.960 1.5 1.5 2.0 9.850 13.42 0.000 0.760 MATERIAL TESTER I ALL 28.000 0.000 1.5 1.5 2.0 13.42 10.48 0.000 0.500 MATERIALS TESTER II ALL 33.000 0.000 1.5 1.5 2.0 13.42 10.48 0.000 0.500 MILLWRIGHT ALL 42.520 44.520 1.5 1.5 2.0 13.29 12.76 0.000 0.630 OPERATING ENGINEER BLD 1 47.100 51.100 2.0 2.0 2.0 17.10 11.80 1.900 1.250 OPERATING ENGINEER BLD 2 45.800 51.100 2.0 2.0 2.0 17.10 11.80 1.900 1.250 OPERATING ENGINEER BLD 3 43.250 51.100 2.0 2.0 2.0 17.10 11.80 1.900 1.250 OPERATING ENGINEER BLD 4 41.500 51.100 2.0 2.0 2.0 17.10 11.80 1.900 1.250 OPERATING ENGINEER BLD 5 50.850 51.100 2.0 2.0 2.0 17.10 11.80 1.900 1.250 OPERATING ENGINEER BLD 6 48.100 51.100 2.0 2.0 2.0 17.10 11.80 1.900 1.250 OPERATING ENGINEER BLD 7 50.100 51.100 2.0 2.0 2.0 17.10 11.80 1.900 1.250 OPERATING ENGINEER FLT 35.000 35.000 1.5 1.5 2.0 16.60 11.05 1.900 1.250 OPERATING ENGINEER HWY 1 45.300 49.300 1.5 1.5 2.0 17.10 11.80 1.900 1.250 OPERATING ENGINEER HWY 2 44.750 49.300 1.5 1.5 2.0 17.10 11.80 1.900 1.250 OPERATING ENGINEER HWY 3 42.700 49.300 1.5 1.5 2.0 17.10 11.80 1.900 1.250 OPERATING ENGINEER HWY 4 41.300 49.300 1.5 1.5 2.0 17.10 11.80 1.900 1.250 OPERATING ENGINEER HWY 5 40.100 49.300 1.5 1.5 2.0 17.10 11.80 1.900 1.250 OPERATING ENGINEER HWY 6 48.300 49.300 1.5 1.5 2.0 17.10 11.80 1.900 1.250 OPERATING ENGINEER HWY 7 46.300 49.300 1.5 1.5 2.0 17.10 11.80 1.900 1.250 ORNAMNTL IRON WORKER ALL 45.060 48.660 2.0 2.0 2.0 10.52 18.81 0.000 0.400 PAINTER ALL 41.730 43.730 1.5 1.5 1.5 10.30 8.200 0.000 1.350 PAINTER SIGNS BLD 33.920 38.090 1.5 1.5 1.5 2.600 2.710 0.000 0.000 PILEDRIVER ALL 42.520 44.520 1.5 1.5 2.0 13.29 12.76 0.000 0.630 PIPEFITTER BLD 46.000 49.000 1.5 1.5 2.0 9.000 15.85 0.000 1.780 PLASTERER BLD 42.250 44.790 1.5 1.5 2.0 11.40 12.19 0.000 0.650 PLUMBER BLD 46.650 48.650 1.5 1.5 2.0 13.18 11.46 0.000 0.880 ROOFER BLD 40.100 43.100 1.5 1.5 2.0 8.280 10.54 0.000 0.530 SHEETMETAL WORKER BLD 44.000 46.000 1.5 1.5 2.0 10.65 13.06 0.000 0.820 SPRINKLER FITTER BLD 49.200 51.200 1.5 1.5 2.0 11.75 9.650 0.000 0.550 STEEL ERECTOR ALL 45.060 48.660 2.0 2.0 2.0 10.52 18.81 0.000 0.400 STONE MASON BLD 42.580 46.840 1.5 1.5 2.0 9.850 13.60 0.000 1.030 SURVEY WORKER -> NOT IN EFFECT ALL 37.000 37.750 1.5 1.5 2.0 12.97 9.930 0.000 0.500 TERRAZZO FINISHER BLD 37.040 0.000 1.5 1.5 2.0 10.55 10.32 0.000 0.620 TERRAZZO MASON BLD 40.880 43.880 1.5 1.5 2.0 10.55 11.63 0.000 0.820 TILE MASON BLD 42.840 46.840 1.5 1.5 2.0 10.55 10.42 0.000 0.920 TRUCK DRIVER ALL 1 35.650 36.200 1.5 1.5 2.0 7.250 6.319 0.000 0.250 TRUCK DRIVER ALL 2 35.800 36.200 1.5 1.5 2.0 7.250 6.319 0.000 0.250 TRUCK DRIVER ALL 3 36.000 36.200 1.5 1.5 2.0 7.250 6.319 0.000 0.250 TRUCK DRIVER ALL 4 36.200 36.200 1.5 1.5 2.0 7.250 6.319 0.000 0.250 TUCKPOINTER BLD 42.800 43.800 1.5 1.5 2.0 8.180 12.66 0.000 0.650 Page 1 of 6Kendall County Prevailing Wage for June 2015 6/4/2015http://www.illinois.gov/idol/Laws-Rules/CONMED/rates/2015/june/KENDALL9.htm Legend: Explanations KENDALL COUNTY The following list is considered as those days for which holiday rates of wages for work performed apply: New Years Day, Memorial Day, Fourth of July, Labor Day, Thanksgiving Day, Christmas Day and Veterans Day in some classifications/counties. Generally, any of these holidays which fall on a Sunday is celebrated on the following Monday. This then makes work performed on that Monday payable at the appropriate overtime rate for holiday pay. Common practice in a given local may alter certain days of celebration. If in doubt, please check with IDOL. EXPLANATION OF CLASSES ASBESTOS - GENERAL - removal of asbestos material/mold and hazardous materials from any place in a building, including mechanical systems where those mechanical systems are to be removed. This includes the removal of asbestos materials/mold and hazardous materials from ductwork or pipes in a building when the building is to be demolished at the time or at some close future date. ASBESTOS - MECHANICAL - removal of asbestos material from mechanical systems, such as pipes, ducts, and boilers, where the mechanical systems are to remain. CERAMIC TILE FINISHER The grouting, cleaning, and polishing of all classes of tile, whether for interior or exterior purposes, all burned, glazed or unglazed products; all composition materials, granite tiles, warning detectable tiles, cement tiles, epoxy composite materials, pavers, glass, mosaics, fiberglass, and all substitute materials, for tile made in tile-like units; all mixtures in tile like form of cement, metals, and other materials that are for and intended for use as a finished floor surface, stair treads, promenade roofs, walks, walls, ceilings, swimming pools, and all other places where tile is to form a finished interior or exterior. The mixing of all setting mortars including but not limited to thin-set mortars, epoxies, wall mud, and any other sand and cement mixtures or adhesives when used in the preparation, installation, repair, or maintenance of tile and/or similar materials. The handling and unloading of all sand, cement, lime, tile, fixtures, equipment, adhesives, or any other materials to be used in the preparation, installation, repair, or maintenance of tile and/or similar materials. Ceramic Tile Finishers shall fill all joints and voids regardless of method on all tile work, particularly and especially after installation of said tile work. Application of any and all protective coverings to all types of tile installations including, but not be limited to, all soap compounds, paper products, tapes, and all polyethylene coverings, plywood, masonite, cardboard, and any new type of products that may be used to protect tile installations, Blastrac equipment, and all floor scarifying equipment used in preparing floors to receive tile. The clean up and removal of all waste and materials. All demolition of existing tile floors and walls to be re-tiled. COMMUNICATIONS TECHNICIAN Construction, installation, maintenance and removal of telecommunication facilities (voice, sound, data and video), RG (Region) TYP (Trade Type - All,Highway,Building,Floating,Oil & Chip,Rivers) C (Class) Base (Base Wage Rate) FRMAN (Foreman Rate) M-F>8 (OT required for any hour greater than 8 worked each day, Mon through Fri. OSA (Overtime (OT) is required for every hour worked on Saturday) OSH (Overtime is required for every hour worked on Sunday and Holidays) H/W (Health & Welfare Insurance) Pensn (Pension) Vac (Vacation) Trng (Training) Page 2 of 6Kendall County Prevailing Wage for June 2015 6/4/2015http://www.illinois.gov/idol/Laws-Rules/CONMED/rates/2015/june/KENDALL9.htm telephone, security, and data inside wire, interconnect, terminal equipment, central offices, PABX and equipment, micro waves, V-SAT, bypass, CATV, WAN (wide area network), LAN (local area networks), and ISDN (integrated system digital network), pulling of wire in raceways, but not the installation of raceways. MARBLE FINISHER Loading and unloading trucks, distribution of all materials (all stone, sand, etc.), stocking of floors with material, performing all rigging for heavy work, the handling of all material that may be needed for the installation of such materials, building of scaffolding, polishing if needed, patching, waxing of material if damaged, pointing up, caulking, grouting and cleaning of marble, holding water on diamond or Carborundum blade or saw for setters cutting, use of tub saw or any other saw needed for preparation of material, drilling of holes for wires that anchor material set by setters, mixing up of molding plaster for installation of material, mixing up thin set for the installation of material, mixing up of sand to cement for the installation of material and such other work as may be required in helping a Marble Setter in the handling of all material in the erection or installation of interior marble, slate, travertine, art marble, serpentine, alberene stone, blue stone, granite and other stones (meaning as to stone any foreign or domestic materials as are specified and used in building interiors and exteriors and customarily known as stone in the trade), carrara, sanionyx, vitrolite and similar opaque glass and the laying of all marble tile, terrazzo tile, slate tile and precast tile, steps, risers treads, base, or any other materials that may be used as substitutes for any of the aforementioned materials and which are used on interior and exterior which are installed in a similar manner. MATERIAL TESTER I: Hand coring and drilling for testing of materials; field inspection of uncured concrete and asphalt. MATERIAL TESTER II: Field inspection of welds, structural steel, fireproofing, masonry, soil, facade, reinforcing steel, formwork, cured concrete, and concrete and asphalt batch plants; adjusting proportions of bituminous mixtures. OPERATING ENGINEER - BUILDING Class 1. Asphalt Plant; Asphalt Spreader; Autograde; Backhoes with Caisson Attachment; Batch Plant; Benoto (requires Two Engineers); Boiler and Throttle Valve; Caisson Rigs; Central Redi-Mix Plant; Combination Back Hoe Front End-loader Machine; Compressor and Throttle Valve; Concrete Breaker (Truck Mounted); Concrete Conveyor; Concrete Conveyor (Truck Mounted); Concrete Paver Over 27E cu. ft; Concrete Paver 27E cu. ft. and Under: Concrete Placer; Concrete Placing Boom; Concrete Pump (Truck Mounted); Concrete Tower; Cranes, All; Cranes, Hammerhead; Cranes, (GCI and similar Type); Creter Crane; Spider Crane; Crusher, Stone, etc.; Derricks, All; Derricks, Traveling; Formless Curb and Gutter Machine; Grader, Elevating; Grouting Machines; Heavy Duty Self-Propelled Transporter or Prime Mover; Highlift Shovels or Front Endloader 2-1/4 yd. and over; Hoists, Elevators, outside type rack and pinion and similar machines; Hoists, One, Two and Three Drum; Hoists, Two Tugger One Floor; Hydraulic Backhoes; Hydraulic Boom Trucks; Hydro Vac (and similar equipment); Locomotives, All; Motor Patrol; Lubrication Technician; Manipulators; Pile Drivers and Skid Rig; Post Hole Digger; Pre-Stress Machine; Pump Cretes Dual Ram; Pump Cretes: Squeeze Cretes-Screw Type Pumps; Gypsum Bulker and Pump; Raised and Blind Hole Drill; Roto Mill Grinder; Scoops - Tractor Drawn; Slip-Form Paver; Straddle Buggies; Operation of Tie Back Machine; Tournapull; Tractor with Boom and Side Boom; Trenching Machines. Class 2. Boilers; Broom, All Power Propelled; Bulldozers; Concrete Mixer (Two Bag and Over); Conveyor, Portable; Forklift Trucks; Highlift Shovels or Front Endloaders under 2-1/4 yd.; Hoists, Automatic; Hoists, Inside Elevators; Hoists, Sewer Dragging Machine; Hoists, Tugger Single Drum; Laser Screed; Rock Drill (Self-Propelled); Rock Drill (Truck Mounted); Rollers, All; Steam Generators; Tractors, All; Tractor Drawn Vibratory Roller; Winch Trucks with "A" Frame. Page 3 of 6Kendall County Prevailing Wage for June 2015 6/4/2015http://www.illinois.gov/idol/Laws-Rules/CONMED/rates/2015/june/KENDALL9.htm Class 3. Air Compressor; Combination Small Equipment Operator; Generators; Heaters, Mechanical; Hoists, Inside Elevators (remodeling or renovation work); Hydraulic Power Units (Pile Driving, Extracting, and Drilling); Pumps, over 3" (1 to 3 not to exceed a total of 300 ft.); Low Boys; Pumps, Well Points; Welding Machines (2 through 5); Winches, 4 Small Electric Drill Winches. Class 4. Bobcats and/or other Skid Steer Loaders; Oilers; and Brick Forklift. Class 5. Assistant Craft Foreman. Class 6. Gradall. Class 7. Mechanics; Welder. OPERATING ENGINEERS - HIGHWAY CONSTRUCTION Class 1. Asphalt Plant; Asphalt Heater and Planer Combination; Asphalt Heater Scarfire; Asphalt Spreader; Autograder/GOMACO or other similar type machines: ABG Paver; Backhoes with Caisson Attachment; Ballast Regulator; Belt Loader; Caisson Rigs; Car Dumper; Central Redi-Mix Plant; Combination Backhoe Front Endloader Machine, (1 cu. yd. Backhoe Bucket or over or with attachments); Concrete Breaker (Truck Mounted); Concrete Conveyor; Concrete Paver over 27E cu. ft.; Concrete Placer; Concrete Tube Float; Cranes, all attachments; Cranes, Tower Cranes of all types: Creter Crane: Spider Crane; Crusher, Stone, etc.; Derricks, All; Derrick Boats; Derricks, Traveling; Dredges; Elevators, Outside type Rack & Pinion and Similar Machines; Formless Curb and Gutter Machine; Grader, Elevating; Grader, Motor Grader, Motor Patrol, Auto Patrol, Form Grader, Pull Grader, Subgrader; Guard Rail Post Driver Truck Mounted; Hoists, One, Two and Three Drum; Heavy Duty Self-Propelled Transporter or Prime Mover; Hydraulic Backhoes; Backhoes with shear attachments up to 40' of boom reach; Lubrication Technician; Manipulators; Mucking Machine; Pile Drivers and Skid Rig; Pre-Stress Machine; Pump Cretes Dual Ram; Rock Drill - Crawler or Skid Rig; Rock Drill - Truck Mounted; Rock/Track Tamper; Roto Mill Grinder; Slip-Form Paver; Snow Melters; Soil Test Drill Rig (Truck Mounted); Straddle Buggies; Hydraulic Telescoping Form (Tunnel); Operation of Tieback Machine; Tractor Drawn Belt Loader; Tractor Drawn Belt Loader (with attached pusher - two engineers); Tractor with Boom; Tractaire with Attachments; Traffic Barrier Transfer Machine; Trenching; Truck Mounted Concrete Pump with Boom; Raised or Blind Hole Drills (Tunnel Shaft); Underground Boring and/or Mining Machines 5 ft. in diameter and over tunnel, etc; Underground Boring and/or Mining Machines under 5 ft. in diameter; Wheel Excavator; Widener (APSCO). Class 2. Batch Plant; Bituminous Mixer; Boiler and Throttle Valve; Bulldozers; Car Loader Trailing Conveyors; Combination Backhoe Front Endloader Machine (Less than 1 cu. yd. Backhoe Bucket or over or with attachments); Compressor and Throttle Valve; Compressor, Common Receiver (3); Concrete Breaker or Hydro Hammer; Concrete Grinding Machine; Concrete Mixer or Paver 7S Series to and including 27 cu. ft.; Concrete Spreader; Concrete Curing Machine, Burlap Machine, Belting Machine and Sealing Machine; Concrete Wheel Saw; Conveyor Muck Cars (Haglund or Similar Type); Drills, All; Finishing Machine - Concrete; Highlift Shovels or Front Endloader; Hoist - Sewer Dragging Machine; Hydraulic Boom Trucks (All Attachments); Hydro-Blaster; Hydro Excavating (excluding hose work); Laser Screed; All Locomotives, Dinky; Off-Road Hauling Units (including articulating) Non Self-Loading Ejection Dump; Pump Cretes: Squeeze Cretes - Screw Type Pumps, Gypsum Bulker and Pump; Roller, Asphalt; Rotary Snow Plows; Rototiller, Seaman, etc., self-propelled; Self-Propelled Compactor; Spreader - Chip - Stone, etc.; Scraper - Single/Twin Engine/Push and Pull; Scraper - Prime Mover in Tandem (Regardless of Size); Tractors pulling attachments, Sheeps Foot, Disc, Compactor, etc.; Tug Boats. Class 3. Boilers; Brooms, All Power Propelled; Cement Supply Tender; Compressor, Common Receiver (2); Concrete Mixer (Two Bag and Over); Conveyor, Portable; Farm-Type Tractors Used for Mowing, Seeding, etc.; Forklift Trucks; Grouting Machine; Hoists, Automatic; Hoists, All Elevators; Hoists, Tugger Single Drum; Jeep Diggers; Low Boys; Pipe Page 4 of 6Kendall County Prevailing Wage for June 2015 6/4/2015http://www.illinois.gov/idol/Laws-Rules/CONMED/rates/2015/june/KENDALL9.htm Jacking Machines; Post-Hole Digger; Power Saw, Concrete Power Driven; Pug Mills; Rollers, other than Asphalt; Seed and Straw Blower; Steam Generators; Stump Machine; Winch Trucks with "A" Frame; Work Boats; Tamper-Form-Motor Driven. Class 4. Air Compressor; Combination - Small Equipment Operator; Directional Boring Machine; Generators; Heaters, Mechanical; Hydraulic Power Unit (Pile Driving, Extracting, or Drilling); Light Plants, All (1 through 5); Pumps, over 3" (1 to 3 not to exceed a total of 300 ft.); Pumps, Well Points; Vacuum Trucks (excluding hose work); Welding Machines (2 through 5); Winches, 4 Small Electric Drill Winches. Class 5. SkidSteer Loader (all); Brick Forklifts; Oilers. Class 6. Field Mechanics and Field Welders Class 7. Dowell Machine with Air Compressor; Gradall and machines of like nature. OPERATING ENGINEERS - FLOATING Diver. Diver Wet Tender, Diver Tender, ROV Pilot, ROV Tender SURVEY WORKER - Operated survey equipment including data collectors, G.P.S. and robotic instruments, as well as conventional levels and transits. TRUCK DRIVER - BUILDING, HEAVY AND HIGHWAY CONSTRUCTION Class 1. Two or three Axle Trucks. A-frame Truck when used for transportation purposes; Air Compressors and Welding Machines, including those pulled by cars, pick-up trucks and tractors; Ambulances Batch Gate Lockers; Batch Hopperman; Car and Truck Washers; Carry-alls; Fork Lifts and Hoisters; Helpers; Mechanics Helpers and Greasers; Oil Distributors 2-man operation; Pavement Breakers; Pole Trailer, up to 40 feet; Power Mower Tractors; Self-propelled Chip Spreader; Skipman; Slurry Trucks, 2-man operation; Slurry Truck Conveyor Operation, 2 or 3 man; Teamsters; Unskilled Dumpman; and Truck Drivers hauling warning lights, barricades, and portable toilets on the job site. Class 2. Four axle trucks; Dump Crets and Adgetors under 7 yards; Dumpsters, Track Trucks, Euclids, Hug Bottom Dump Turnapulls or Turnatrailers when pulling other than self-loading equipment or similar equipment under 16 cubic yards; Mixer Trucks under 7 yeards; Ready-mix Plant Hopper Operator, and Winch Trucks, 2 Axles. Class 3. Five axle trucks; Dump Crets and Adgetors 7 yards and over; Dumpsters, Track Trucks, Euclids, Hug Bottom Dump Turnatrailers or turnapulls when pulling other than self-loading equipment or similar equipment over 16 cubic yards; Explosives and/or Fission Material Trucks; Mixer Trucks 7 yards or over; Mobile Cranes while in transit; Oil Distributors, 1-man operation; Pole Trailer, over 40 feet; Pole and Expandable Trailers hauling material over 50 feet long; Slurry trucks, 1-man operation; Winch trucks, 3 axles or more; Mechanic--Truck Welder and Truck Painter. Class 4. Six axle trucks; Dual-purpose vehicles, such as mounted crane trucks with hoist and accessories; Foreman; Master Mechanic; Self-loading equipment like P.B. and trucks with scoops on the front. TERRAZZO FINISHER The handling of sand, cement, marble chips, and all other materials that may be used by the Mosaic Terrazzo Mechanic, and the mixing, grinding, grouting, cleaning and sealing of all Marble, Mosaic, and Terrazzo work, floors, base, stairs, and wainscoting by hand or machine, and in addition, assisting and aiding Marble, Masonic, and Terrazzo Mechanics. Other Classifications of Work: Page 5 of 6Kendall County Prevailing Wage for June 2015 6/4/2015http://www.illinois.gov/idol/Laws-Rules/CONMED/rates/2015/june/KENDALL9.htm For definitions of classifications not otherwise set out, the Department generally has on file such definitions which are available. If a task to be performed is not subject to one of the classifications of pay set out, the Department will upon being contacted state which neighboring county has such a classification and provide such rate, such rate being deemed to exist by reference in this document. If no neighboring county rate applies to the task, the Department shall undertake a special determination, such special determination being then deemed to have existed under this determination. If a project requires these, or any classification not listed, please contact IDOL at 217-782-1710 for wage rates or clarifications. LANDSCAPING Landscaping work falls under the existing classifications for laborer, operating engineer and truck driver. The work performed by landscape plantsman and landscape laborer is covered by the existing classification of laborer. The work performed by landscape operators (regardless of equipment used or its size) is covered by the classifications of operating engineer. The work performed by landscape truck drivers (regardless of size of truck driven) is covered by the classifications of truck driver. MATERIAL TESTER & MATERIAL TESTER/INSPECTOR I AND II Notwithstanding the difference in the classification title, the classification entitled "Material Tester I" involves the same job duties as the classification entitled "Material Tester/Inspector I". Likewise, the classification entitled "Material Tester II" involves the same job duties as the classification entitled "Material Tester/Inspector II". Page 6 of 6Kendall County Prevailing Wage for June 2015 6/4/2015http://www.illinois.gov/idol/Laws-Rules/CONMED/rates/2015/june/KENDALL9.htm Yorkville.IL 5 PREPARED BY: HUTTER TRANKINA ENGINEERING 32 W 273 Army Trail Road,Suite 100,Wayne,IL 60184 Phone:630-513-6711 Fax:630-513-2925 htedesign.com Project # 15089 ff- Ms:4s,, HUTTER TRANKINA ENGINEERING,PC Consulting Structural Engineers 32 W 273 ARMY TRAIL ROAD SUITE #100 WAYNE,ILLINOIS 60184 Phone (630)513-6711 Fax (630)513-2925 JOB ._lSHEETNO CALCULATED BY jj. CHECKED BY SCALE OF _DATE. IAJ« A --SOD r*A==T HUTTER TRANKINA ENGINEERING,PC Consulting Structural Engineers 32 W 273 ARMY TRAIL ROAD SUITE #100 WAYNE,ILLINOIS 60184 Phone (630)513-6711 Fax (630)513-2925 job SHEET NO. CALCULATED BY CHECKED BY SCALE OF DATE 4-|'4-(f! DATE \i>e>0 -3 000 HUTTER TRANKINA ENGINEERING,PC Consulting Structural Engineers 32 W 273 ARMY TRAIL ROAD SUITE #100 WAYNE,ILLINOIS 60184 Phone (630)513-6711 Fax (630)513-2925 JOB SHEET NO.OF CALCULATED BY CHECKED BY SCALE OaA .DATE. DATE or SDaaC I *-& +7 HUTTER TRANKINA ENGINEERING,PC Consulting Structural Engineers 32 W 273 ARMY TRAIL ROAD SUITE #100 WAYNE,ILLINOIS 60184 Phone (630)513-6711 Fax (630)513-2925 JOB SHEET NO. CALCULATED BY CHECKED BY SCALE_ OF DATE DATE 4 h<I' V M, f a ./ \/ ./ F i X e d Free Hinged F i X e d Moment =qa'/IOOO M, \ TOF 0.9p 0.8b 0.7b 0.6b 0.5b 0.4b 0.3b 0.2b 0.1b BOTTOM END 0 -58 -52 -46 -41 •36 •31 -25 -18 •10 0 0.1^ 0 -13 -17 -15 -10 -4 1 6 9 8 0 0.2a 0 1 5 11 17 23 27 24 21 18 0 0.3a 0 12 23 34 43 49 52 50 41 26 0 0.4a 0 14 27 39 40 54 56 53 44 28 0 0.5a 0 15 28 40 50 56 58 55 45 28 0 0.6a 0 14 27 39 40 54 56 53 44 28 0 0.7a 0 12 23 34 43 49 52 50 41 26 0 0.8a 0 1 5 11 17 23 27 24 21 18 0 0.9a 0 -13 -17 -15 -10 -4 1 6 9 8 0 END 0 -58 -52 -46 -41 -36 -31 -25 -18 -10 0 TOP 0.9b 0.8b 0.7b 0.6b 0.5b 0.4b 0.3b 0.2b 0.1b BOTTOM END -310 -293 -261 -231 •206 -178 -154 -124 •89 -59 0 0.1a -108 -100 -91 -81 -69 ■57 -45 -33 -21 -10 0 0.2a -2 -1 1 3 5 7 8 8 7 5 0 0.3a 73 68 64 60 54 49 43 35 25 14 0 0.4a 85 80 74 69 62 55 48 39 28 15 0 0.5a 88 83 77 71 65 57 49 40 28 16 0 0.6a 85 80 74 69 62 55 48 39 28 15 0 0.7a 73 68 64 60 54 49 43 35 25 14 0 0.8a -2 -1 1 3 5 7 8 8 7 5 0 0.9a -108 -100 -91 -81 -69 -57 -45 -33 -21 -10 0 END -310 -293 -261 -231 -206 -178 -154 -124 -89 -59 0 M, f =3.0 Moment =Coel.x qa*/1000 c TOP 0.9b 0.8b 0.7b 0.6b 0.5b 0.4b 0.3b 0.2b 0.1b BOTTOM TOP 0.9b 0.8b 0.7b 0.6b 0.5b 0.4b 0.3b 0.2b 0.1b BOTTOM END 0 -38 -35 •32 •29 •27 •23 •20 •14 -8 0 END -199 -192 -176 -161 -147 -132 -118 -97 -72 -42 0 0.1a 0 -11 -14 -12 -8 -4 0 4 7 6 0 0.1a -88 -81 -75 -67 -58 -49 -40 -29 -18 -9 0 0.2a 0 0 2 3 12 18 21 33 22 15 0 0.2a -12 -11 -8 -5 -2 1 3 5 5 3 0 0.3a 0 9 18 27 35 41 44 43 36 23 0 0.3a 56 53 50 47 44 46 35 30 22 12 0 0.4a 0 11 22 32 41 43 49 47 40 25 0 0.4a 70 66 62 58 53 48 42 34 25 14 0 0.5a 0 12 23 33 42 4& /51 40 25 0 0.5a /74 65 60 56 50 44 35 25 14 0 0.6a 0 11 22 32 41 43 )49 47 40 25 0 0.6a )70 66 62 58 53 48 42 34 25 14 0 0.7a 0 9 18 27 35 41 44 43 36 23 0 0.7a 56 53 50 47 44 46 35 30 22 12 0 0.8a 0 0 2 3 12 18 21 33 22 15 0 0.8a -12 -11 -8 -5 -2 1 3 5 5 3 0 0.9a 0 -11 -14 -12 -8 •4 0 4 7 6 0 0.9a -88 -81 -75 -67 -58 -49 -40 -29 -18 -9 0 END 0 -38 -35 -32 -29 -27 -23 -20 -14 -8 0 END -199 -192 -176 -161 -147 ■132 ■118 -97 -72 -42 0 2-10 Rectangular Tanks 00Buildings-WiseConstiuctionServices,InaJoeWlsniewski1107-eS.BridgeStreetYortcv1Il8.IL60560WtckBuDdtngsxom10:51AMDONOTSCALEYorkv1lleSalt3030'-0"xB0f-«"x16I-1"ICHEricDhuseYoricvilla.IL60560 FIGURE PROJECT NUMBER T115274 1 DATE 6/11/2015 SITE LOCATION YORKVILLE PUBLIC WORKS STORAGE FACILITY TOWER LANE YORKVILLE, ILLINOIS 60560 CLIENT 1240 IROQUOIS AVE, SUITE 206 NAPERVILLE, ILLINOIS 60563 APPROXIMATE SITE LOCATION 1993 YORKVILLE, ILLINOIS — TOPOGRAPHIC MAP ADAPTED FROM MYTOPO NOT TO SCALE ENGINEERING ENTERPRISES, INC. 52 WHEELER ROAD SUGAR GROVE, ILLINOIS 60554 FIGURE PROJECT NUMBER T115274 2 DATE 6/11/2015 SITE LOCATION YORKVILLE PUBLIC WORKS STORAGE FACILITY TOWER LANE YORKVILLE, ILLINOIS 60560 CLIENT ENGINEERING ENTERPRISES, INC. 52 WHEELER ROAD SUGAR GROVE, ILLINOIS 60554 1240 IROQUOIS AVE, SUITE 206 NAPERVILLE, ILLINOIS 60563 NOT TO SCALE 2015— AERIAL PHOTOGRAPH ADAPTED FROM MICROSOFT BING APPROXIMATE LOCATION OF SOIL SAMPLE BORING APPROXIMATE AREA OF SOILS WITH ELEVATED PID SCREENING READINGS OR EXCEEDING THE MOST STRINGENT TIER I SROS, METROPOLITAN BACK- GROUND CONCENTRATIONS LISTED IN 35 IAC 742 OR SOIL PH OUTSIDE THE RANGE SPECIFIED IN 35 IAC 1100.201(G) YPW-1 YPW-2 CLIENT: SAMPLE DATE: SITE: LABORATORY:Prairie Analytical Systems, Inc.PROJECT NUMBER: MATRIX:Soil Analytical Method: EPA Method 8270Sample ID YPW-1 YPW-2Sample Date 6/3/2015 6/3/2015Depth 5' 5'Value Objective Soil Type Silty Sand Silty SandAcenaphthene570 MAC< 0.328 < 0.358Anthracene12000 MAC< 0.328 < 0.358Benzo(a)anthracene1.8 MAC< 0.328 < 0.358Benzo(b)fluoranthene2.1 MAC< 0.328 < 0.358Benzo(k)fluoranthene9.0 MAC< 0.328 < 0.358Benzo(a)pyrene2.1 MAC< 0.0602 < 0.0657Chrysene88 MAC< 0.328 < 0.358Dibenz(a,h)anthracene0.42 MAC< 0.0602 < 0.0657Fluoranthene3100 MAC< 0.328 < 0.358Fluorene560 MAC< 0.328 < 0.358Indeno(1,2,3-cd)pyrene1.6 MAC< 0.328 < 0.358Naphthalene1.8 MAC< 0.328 < 0.358Pyrene2300 MAC< 0.328 < 0.358Notes:< = Analyte not detected (i.e. less than RL or MDL)All data reported in milligrams per kilogram (mg/kg) unless otherwise noted.NA = This constituent was not analyzed.NE = No remediation objective established by the IEPA for this constituent.Bold identifies an exceedence of the referenced objective.TABLE 1Summary of Soil Analytical Results - Soil Characterization SamplingPolynuclear Aromatic Hydrocarbons (PNAs)Engineering Enterprises, Inc.June 3, 2015Constituents that are not identifed in 35 IAC 1100 Subpart F (MAC Table) are compared to the Metropolitan Statistical Area Background Concentration found in 35 IAC 742 Appendix A, Table HT115274Contaminant of ConcernMaximum Allowable Concentration (MAC) within a Metropolitan Statistical Area (MSA)Yorkville Public Works Storage Facility, Tower Lane, Yorkville, Illinois 60560 CLIENT: SAMPLE DATE: SITE: LABORATORY:PROJECT NUMBER: MATRIX: Analytical Method: EPA Method 6020Sample ID YPW-1 YPW-2Sample Date 6/3/2015 6/3/2015pH 7.8 7.76.25 ≤ pH ≤ 9.0Yes YesDepth 5' 5'Value Objective Soil Type Silty Sand Silty SandArsenic13 MAC4.30 3.42Barium1,500 MAC21.0 16.8Cadmium5.2 MAC< 0.275 < 0.294Chloride4000 MAC472 126Chromium21 MAC5.11 6.48Lead107 MAC4.95 3.09Mercury0.89 MAC< 0.0879 < 0.0942Selenium1.3 MAC< 0.549 < 0.589Silver4.4 MAC< 0.549 < 0.589Notes:Constituents that are not identified in 35 IAC 1100 Subpart F (MAC Table) are compared to the Metropolitan Statistical Area Background Concentration found in 35 IAC 742 Appendix A, Table H< = Analyte not detected (i.e. less than RL or MDL)All data reported in milligrams per kilogram (mg/kg) unless otherwise noted.NA = This constituent was not analyzed.NE = No remediation objective established by the IEPA for this constituent.Bold identifies an exceedence of the referenced objective.Contaminant of ConcernMaximum Allowable Concentration (MAC) within a Metropolitan Statistical Area (MSA)Engineering Enterprises, Inc.SoilT115274TABLE 2Summary of Soil Analytical Results - Soil Characterization SamplingResource Conservation Recovery Act (RCRA) Metals and ChlorideJune 3, 2015Yorkville Public Works Storage Facility, Tower Lane, Yorkville, Illinois 60560Prairie Analytical Systems, Inc. STATE OF ILLINOIS ENVIRONMENTAL LABORATORY ACCREDITATION is hereby granted to PRAIRIE ANALYTICAL SYSTEMS, INCORPORATED 1210 CAPITAL AIRPORT DRIVE SPRINGFIELD, IL 62707-8413 Certificate No.:003584 John South Accreditation Officer Environmental Laboratory Accreditation Program Expiration Date:01/31/2016 Issued On:03/12/2015 ENVIRONMENTAL PROTECTION AGENCY NELAP - RECOGNIZED ACCREDITATION NUMBER #100323 Celeste M. Crowley Acting Manager NELAP ACCREDITEDNELAP ACCREDITEDNELAP ACCREDITEDNELAP ACCREDITED Environmental Laboratory Accreditation Program According to the Illinois Administrative Code, Title 35, Subtitle A, Chapter II, Part 186, ACCREDITATION OF LABORATORIES FOR DRINKING WATER, WASTEWATER AND HAZARDOUS WASTES ANALYSIS, the State of Illinois formally recognizes that this laboratory is technically competent to perform the environmental analyses listed on the scope of accreditation detailed below. The laboratory agrees to perform all analyses listed on this scope of accreditation according to the Part 186 requirements and acknowledges that continued accreditation is dependent on successful ongoing compliance with the applicable requirements of Part 186. Please contact the Illinois EPA Environmental Laboratory Accreditation Program (IL ELAP) to verify the laboratory's scope of accreditation and accreditation status. Accreditation by the State of Illinois is not an endorsement or a guarantee of validity of the data generated by the laboratory. Page 1 of 13 State of Illinois Environmental Protection Agency Awards the Certificate of Approval to: Prairie Analytical Systems, Incorporated 1210 Capital Airport Drive Springfield, IL 62707-8413 According to the Illinois Administrative Code, Title 35, Subtitle A, Chapter II, Part 186, ACCREDITATION OF LABORATORIES FOR DRINKING WATER, WASTEWATER AND HAZARDOUS WASTES ANALYSIS, the State of Illinois formally recognizes that this laboratory is technically competent to perform the environmental analyses listed on the scope of accreditation detailed below. The laboratory agrees to perform all analyses listed on this scope of accreditation according to the Part 186 requirements and acknowledges that continued accreditation is dependent on successful ongoing compliance with the applicable requirements of Part 186. Please contact the Illinois EPA Environmental Laboratory Accreditation Program (IL ELAP) to verify the laboratory's scope of accreditation and accreditation status. Accreditation by the State of Illinois is not an endorsement or a guarantee of validity of the data generated by the laboratory. Certificate No.:003584 FOT Name:Drinking Water, Inorganic Method:SM2130B,18Ed Matrix Type:Potable Water Turbidity Method:SM2320B,18Ed Matrix Type:Potable Water Alkalinity Method:SM2340B,18Ed Matrix Type: Potable Water Hardness Method:SM4110B,18Ed Matrix Type:Potable Water Chloride Fluoride Nitrate Nitrite Orthophosphate Sulfate Method:SM4500CN-E,18Ed Matrix Type:Potable Water Cyanide Method:SM4500H-B,18Ed Matrix Type:Potable Water Hydrogen ion (pH) Method:SM5310C,20Ed Matrix Type: Potable Water Total Organic Carbon (TOC) Method:USEPA150.1 Matrix Type:Potable Water Hydrogen ion (pH) Method:USEPA180.1 Matrix Type:Potable Water Turbidity Thursday, March 12, 2015 Page 2 of 13 State of Illinois Environmental Protection Agency Awards the Certificate of Approval Prairie Analytical Systems, Incorporated 1210 Capital Airport Drive Springfield, IL 62707-8413 Certificate No.:003584 FOT Name:Drinking Water, Inorganic Method:USEPA200.7R4.4 Matrix Type:Potable Water Aluminum Arsenic Barium Beryllium Cadmium Calcium Chromium Copper Hardness (calc.)Iron Magnesium Manganese Nickel Silver Sodium Zinc Method:USEPA200.8R5.4 Matrix Type:Potable Water Aluminum Antimony Arsenic Barium Beryllium Cadmium Chromium Copper Lead Manganese Mercury Molybdenum Nickel Selenium Silver Thallium Zinc Method:USEPA245.2 Matrix Type:Potable Water Mercury Method:USEPA300.0R2.1 Matrix Type:Potable Water Chloride Fluoride Nitrate Nitrite Orthophosphate Sulfate FOT Name:Drinking Water, Organic Method:USEPA524.2R4.1 Matrix Type:Potable Water 1,1,1-Trichloroethane 1,1,2-Trichloroethane 1,1-Dichloroethene 1,2,4-Trichlorobenzene 1,2-Dichlorobenzene 1,2-Dichloroethane Thursday, March 12, 2015 Page 3 of 13 State of Illinois Environmental Protection Agency Awards the Certificate of Approval Prairie Analytical Systems, Incorporated 1210 Capital Airport Drive Springfield, IL 62707-8413 Certificate No.:003584 FOT Name:Drinking Water, Organic Method:USEPA524.2R4.1 Matrix Type:Potable Water 1,2-Dichloropropane 1,4-Dichlorobenzene Benzene Bromodichloromethane Bromoform Chlorobenzene Chlorodibromomethane Chloroform cis-1,2-Dichloroethene Dichloromethane (Methylene chloride)Ethylbenzene Methyl tert-butyl ether (MTBE)Naphthalene Styrene Tetrachloroethene Toluene Total trihalomethanes trans-1,2-Dichloroethene Trichloroethylene Vinyl chloride Xylenes (total) Method:USEPA525.2R2.0 Matrix Type: Potable Water 4,4'-DDT Alachlor Aldrin Atrazine Benzo(a)pyrene Di (2-ethylhexyl) adipate Di (2-ethylhexyl) phthalate Dieldrin gamma-BHC (Lindane)Heptachlor epoxide Hexachlorocyclopentadiene Methoxychlor Simazine FOT Name:Non Potable Water, Inorganic Method:SM2130B,2001 Matrix Type:NPW/SCM Turbidity Method:SM2310B,1997 Matrix Type:NPW/SCM Acidity Method:SM2320B,1997 Matrix Type:NPW Alkalinity Method:SM2340B,1997 Matrix Type: NPW Hardness Method:SM2540B,1997 Thursday, March 12, 2015 Page 4 of 13 State of Illinois Environmental Protection Agency Awards the Certificate of Approval Prairie Analytical Systems, Incorporated 1210 Capital Airport Drive Springfield, IL 62707-8413 Certificate No.:003584 FOT Name:Non Potable Water, Inorganic Method:SM2540B,1997 Matrix Type:NPW Residue (Total) Method:SM2540C,1997 Matrix Type:NPW Residue (TDS) Method:SM2540D,1997 Matrix Type:NPW Residue (TSS) Method:SM3500Cr-B,2009 Matrix Type:NPW/SCM Chromium VI Method:SM4110B,2000 Matrix Type: NPW/SCM Bromide Chloride Fluoride Nitrate Nitrate-Nitrite (as N)Nitrite Orthophosphate (as P)Sulfate Method:SM4500CN-E,1999 Matrix Type:NPW Cyanide Method:SM4500H-B,2000 Matrix Type: NPW Hydrogen Ion (pH) Method:SM4500NH3-D,1997 Matrix Type:NPW/SCM Ammonia Total Kjeldahl Nitrogen Method:SM4500O-G,2001 Matrix Type:NPW Oxygen - Dissolved Method:SM4500P-E,1999 Matrix Type:NPW Orthophosphate (as P)Phosphorus Method:SM4500S₂₂₂₂-F,2000 Matrix Type:NPW/SCM Thursday, March 12, 2015 Page 5 of 13 State of Illinois Environmental Protection Agency Awards the Certificate of Approval Prairie Analytical Systems, Incorporated 1210 Capital Airport Drive Springfield, IL 62707-8413 Certificate No.:003584 FOT Name:Non Potable Water, Inorganic Method:SM4500S₂₂₂₂-F,2000 Matrix Type:NPW/SCM Sulfide Method:SM5210B,2001 Matrix Type: NPW Biochemical Oxygen Demand (BOD) Matrix Type:NPW/SCM Carbonaceous Biochemical Oxygen Demand (CBOD) Method:SM5220D,1997 Matrix Type: NPW Chemical Oxygen Demand (COD) Method:SM5310C,2000 Matrix Type:NPW Total Organic Carbon (TOC) Method:USEPA160.4,1971 Matrix Type:NPW Residue (Volatile) Method:USEPA1664A Matrix Type:NPW Oil and Grease Method:USEPA180.1R2.0,1993 Matrix Type:NPW Turbidity Method:USEPA200.7,1994 Matrix Type:NPW/SCM Aluminum Antimony Arsenic Barium Beryllium Cadmium Calcium Chromium Cobalt Copper Iron Lead Magnesium Manganese Molybdenum Nickel Potassium Selenium Silver Sodium Thallium Tin Thursday, March 12, 2015 Page 6 of 13 State of Illinois Environmental Protection Agency Awards the Certificate of Approval Prairie Analytical Systems, Incorporated 1210 Capital Airport Drive Springfield, IL 62707-8413 Certificate No.:003584 FOT Name:Non Potable Water, Inorganic Method:USEPA200.7,1994 Matrix Type:NPW/SCM Titanium Vanadium Zinc Method:USEPA200.8,1994 Matrix Type:NPW/SCM Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Cobalt Copper Iron Lead Magnesium Manganese Molybdenum Nickel Potassium Selenium Silver Sodium Thallium Tin Titanium Vanadium Zinc Method:USEPA245.2,1974 Matrix Type:NPW/SCM Mercury Method:USEPA300.0R2.1,1993 Matrix Type:NPW Bromide Chloride Fluoride Nitrate Nitrate-Nitrite (as N)Nitrite Orthophosphate (as P)Sulfate Method:USEPA410.4R2.0,1993 Matrix Type:NPW Chemical Oxygen Demand (COD) Method:USEPA420.1,1978 Matrix Type:NPW Phenolics FOT Name:Solid and Chemical Materials, Inorganic Method:1010A Thursday, March 12, 2015 Page 7 of 13 State of Illinois Environmental Protection Agency Awards the Certificate of Approval Prairie Analytical Systems, Incorporated 1210 Capital Airport Drive Springfield, IL 62707-8413 Certificate No.:003584 FOT Name:Solid and Chemical Materials, Inorganic Method:1010A Matrix Type:NPW/SCM Ignitability Method:1311 Matrix Type:SCM TCLP (Organic and Inorganic) Method:1312 Matrix Type:SCM Synthetic Precipitation Leaching Procedure Method:6010B Matrix Type:NPW/SCM Aluminum Antimony Arsenic Barium Beryllium Cadmium Calcium Chromium Cobalt Copper Iron Lead Magnesium Manganese Molybdenum Nickel Potassium Selenium Silver Sodium Strontium Thallium Tin Titanium Vanadium Zinc Method:6020A Matrix Type:NPW/SCM Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Thursday, March 12, 2015 Page 8 of 13 State of Illinois Environmental Protection Agency Awards the Certificate of Approval Prairie Analytical Systems, Incorporated 1210 Capital Airport Drive Springfield, IL 62707-8413 Certificate No.:003584 FOT Name:Solid and Chemical Materials, Inorganic Method:6020A Matrix Type:NPW/SCM Potassium Selenium Silver Sodium Thallium Vanadium Zinc Method:7196A Matrix Type:NPW/SCM Chromium VI Method:7470A Matrix Type:NPW Mercury Method:7471B Matrix Type:SCM Mercury Method:9014 Matrix Type:NPW/SCM Cyanide Method:9034 Matrix Type:NPW/SCM Sulfides Method:9040B Matrix Type:NPW Hydrogen Ion (pH) Method:9040C Matrix Type:NPW Hydrogen Ion (pH) Method:9045C Matrix Type: SCM Hydrogen Ion (pH) Method:9045D Matrix Type:SCM Hydrogen Ion (pH) Method:9056A Matrix Type:NPW/SCM Bromide Chloride Thursday, March 12, 2015 Page 9 of 13 State of Illinois Environmental Protection Agency Awards the Certificate of Approval Prairie Analytical Systems, Incorporated 1210 Capital Airport Drive Springfield, IL 62707-8413 Certificate No.:003584 FOT Name:Solid and Chemical Materials, Inorganic Method:9056A Matrix Type:NPW/SCM Fluoride Nitrate Nitrite Phosphate Sulfate Method:9065 Matrix Type:NPW/SCM Phenolics Method:9081 Matrix Type: NPW/SCM Cation-exchange Capacity Method:9095A Matrix Type:NPW/SCM Paint Filter FOT Name:Solid and Chemical Materials, Organic Method:8015B Matrix Type:NPW/SCM Diesel range organics (DRO)Gasoline range organics (GRO) Method:8081A Matrix Type:NPW/SCM 4,4'-DDD 4,4'-DDE 4,4'-DDT Aldrin alpha-BHC alpha-Chlordane beta-BHC Chlordane - not otherwise specified delta-BHC Dieldrin Endosulfan I Endosulfan II Endosulfan sulfate Endrin Endrin aldehyde Endrin ketone gamma-BHC (Lindane)gamma-Chlordane Heptachlor Heptachlor epoxide Methoxychlor Toxaphene Method:8082 Matrix Type:NPW/SCM PCB-1016 PCB-1221 PCB-1232 PCB-1242 PCB-1248 PCB-1254 Thursday, March 12, 2015 Page 10 of 13 State of Illinois Environmental Protection Agency Awards the Certificate of Approval Prairie Analytical Systems, Incorporated 1210 Capital Airport Drive Springfield, IL 62707-8413 Certificate No.:003584 FOT Name:Solid and Chemical Materials, Organic Method:8082 Matrix Type:NPW/SCM PCB-1260 Method:8260B Matrix Type: NPW/SCM 1,1,1,2-Tetrachloroethane 1,1,1-Trichloroethane 1,1,2,2-Tetrachloroethane 1,1,2-Trichloroethane 1,1-Dichloroethane 1,1-Dichloroethene 1,1-Dichloropropene 1,2,3-Trichlorobenzene 1,2,3-Trichloropropane 1,2,4-Trichlorobenzene 1,2,4-Trimethylbenzene 1,2-Dibromo-3-chloropropane (DBCP) 1,2-Dibromoethane (EDB)1,2-Dichlorobenzene 1,2-Dichloroethane 1,2-Dichloropropane 1,3,5-Trimethylbenzene 1,3-Dichlorobenzene 1,3-Dichloropropane 1,4-Dichlorobenzene 2,2-Dichloropropane 2-Butanone (Methyl ethyl ketone, MEK) 2-Chloroethyl vinyl ether 2-Chlorotoluene 2-Hexanone 4-Chlorotoluene 4-Methyl-2-pentanone (Methyl isobutyl ketone, MIBK)Acetone Acetonitrile Acrolein (Propenal) Acrylonitrile Benzene Bromobenzene Bromochloromethane Bromodichloromethane Bromoform Bromomethane Carbon disulfide Carbon tetrachloride Chlorobenzene Chlorodibromomethane (Dibromochloromethane)Chloroethane Chloroform Chloromethane cis-1,2-Dichloroethene cis-1,3-Dichloropropene Dibromomethane Dichlorodifluoromethane Dichloromethane (Methylene chloride)Ethylbenzene Hexachlorobutadiene Isopropylbenzene Methyl-t-butyl ether Naphthalene n-Butylbenzene n-Propylbenzene p-Isopropyltoluene sec-Butylbenzene Styrene tert-Butylbenzene Tetrachloroethene Toluene trans-1,2-Dichloroethene trans-1,3-Dichloropropene Thursday, March 12, 2015 Page 11 of 13 State of Illinois Environmental Protection Agency Awards the Certificate of Approval Prairie Analytical Systems, Incorporated 1210 Capital Airport Drive Springfield, IL 62707-8413 Certificate No.:003584 FOT Name:Solid and Chemical Materials, Organic Method:8260B Matrix Type:NPW/SCM Trichloroethene Trichlorofluoromethane Vinyl acetate Vinyl chloride Xylenes (Total) Method:8270C Matrix Type:NPW/SCM 1,2,4-Trichlorobenzene 1,2-Dichlorobenzene 1,3-Dichlorobenzene 1,4-Dichlorobenzene 2,4,5-Trichlorophenol 2,4,6-Trichlorophenol 2,4-Dichlorophenol 2,4-Dimethylphenol 2,4-Dinitrophenol 2,4-Dinitrotoluene (2,4-DNT) 2,6-Dinitrotoluene (2,6-DNT)2-Chloronaphthalene 2-Chlorophenol 2-Methylnaphthalene 2-Methylphenol (o-Cresol)2-Nitroaniline 2-Nitrophenol 3,3'-Dichlorobenzidine 3-Nitroaniline 4,6-Dinitro-2-methylphenol 4-Bromophenyl phenyl ether 4-Chloro-3-methylphenol 4-Chloroaniline 4-Chlorophenyl phenyl ether 4-Methylphenol (p-Cresol)4-Nitroaniline 4-Nitrophenol Acenaphthene Acenaphthylene Anthracene Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(g,h,i)perlyene Benzo(k)fluoranthene Bis(2-chloroethoxy) methane Bis(2-chloroethyl) ether Bis(2-chloroisopropyl) ether Bis(2-ethylhexyl) phthalate Butyl benzyl phthalate Carbazole Carbofuran (Furaden) Chlorobenzilate Chrysene Dibenz(a,h)anthracene Dibenzofuran Diethyl phthalate Dimethyl phthalate Di-n-butyl phthalate Di-n-octyl phthalate Fluoranthene Fluorene Hexachlorobenzene Hexachlorobutadiene Hexachlorocyclopentadiene Hexachloroethane Indeno(1,2,3-cd) pyrene Isophorone Naphthalene Nitrobenzene Thursday, March 12, 2015 Page 12 of 13 State of Illinois Environmental Protection Agency Awards the Certificate of Approval Prairie Analytical Systems, Incorporated 1210 Capital Airport Drive Springfield, IL 62707-8413 Certificate No.:003584 FOT Name:Solid and Chemical Materials, Organic Method:8270C Matrix Type:NPW/SCM N-Nitrosodimethylamine N-Nitrosodi-n-propylamine N-Nitrosodiphenylamine o-Cresol (2-Methylphenol)p-Cresol (4-Methylphenol) Pentachlorophenol Phenanthrene Phenol Pyrene Method:8270C Mod_Farm Chemicals Matrix Type:NPW/SCM Acetochlor Alachlor Atrazine Butylate Chlorpyrifos Cyanazine EPTC Metolachlor Metribuzin Pendimethalin Prometon Simazine Terbufos Trifluralin Method:8321B Matrix Type:NPW/SCM 2,4,5-T 2,4,5-TP (Silvex) 2,4-D 2,4-DB Aldicarb (Temik)Carbofuran (Furaden) Dalapon Dicamba Dinoseb MCPA MCPP Oxamyl Thursday, March 12, 2015 Page 13 of 13 EDR VISTACheck Report® SECTION PAGE----------------------- Map Findings Summary 3 Map Findings 7 Orphan Summary 22 2d28b2ef-8c98-4913-9980-4bb3a551feeb Disclaimer - 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MAP FINDINGS SUMMARY Search TargetDistance Total Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted STANDARD ENVIRONMENTAL RECORDS Federal NPL site list 0 NR NR 0 0 0 0.500NPL 0 NR NR 0 0 0 0.500Proposed NPL 0 NR NR NR NR NR TPNPL LIENS Federal Delisted NPL site list 0 NR NR 0 0 0 0.500Delisted NPL Federal CERCLIS list 0 NR NR 0 0 0 0.500CERCLIS 0 NR 0 0 0 0 1.000FEDERAL FACILITY Federal CERCLIS NFRAP site List 0 NR NR 0 0 0 0.500CERC-NFRAP Federal RCRA CORRACTS facilities list 0 NR NR 0 0 0 0.500CORRACTS Federal RCRA non-CORRACTS TSD facilities list 0 NR NR 0 0 0 0.500RCRA-TSDF Federal RCRA generators list 0 NR NR NR 0 0 0.250RCRA-LQG 2 NR NR NR 2 0 0.250RCRA-SQG 1 NR NR NR 0 1 0.250RCRA-CESQG Federal institutional controls / engineering controls registries 0 NR NR 0 0 0 0.500US ENG CONTROLS 0 NR NR 0 0 0 0.500US INST CONTROL 0 NR NR 0 0 0 0.500LUCIS Federal ERNS list 0 NR NR NR NR NR TPERNS State- and tribal - equivalent CERCLIS 0 NR NR 0 0 0 0.500SSU State and tribal landfill and/or solid waste disposal site lists 0 NR NR 0 0 0 0.500SWF/LF 0 NR NR 0 0 0 0.500LF SPECIAL WASTE 0 NR NR 0 0 0 0.500IL NIPC 0 NR NR 0 0 0 0.500CCDD State and tribal leaking storage tank lists 3 NR NR 3 0 0 0.500LUST Page 3 MAP FINDINGS SUMMARY Search TargetDistance Total Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted 0 NR NR 0 0 0 0.500LUST TRUST 0 NR NR 0 0 0 0.500INDIAN LUST State and tribal registered storage tank lists 4 NR NR NR 2 2 0.250UST 0 NR NR NR 0 0 0.250AST 0 NR NR NR 0 0 0.250INDIAN UST 0 NR NR NR 0 0 0.250FEMA UST State and tribal institutional control / engineering control registries 0 NR NR 0 0 0 0.500ENG CONTROLS 0 NR NR 0 0 0 0.500INST CONTROL State and tribal voluntary cleanup sites 0 NR NR 0 0 0 0.500INDIAN VCP 0 NR NR 0 0 0 0.500SRP State and tribal Brownfields sites 0 NR NR 0 0 0 0.500BROWNFIELDS ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists 0 NR NR 0 0 0 0.500US BROWNFIELDS Local Lists of Landfill / Solid Waste Disposal Sites 0 NR NR 0 0 0 0.500ODI 0 NR NR 0 0 0 0.500DEBRIS REGION 9 0 NR NR 0 0 0 0.500INDIAN ODI Local Lists of Hazardous waste / Contaminated Sites 0 NR NR NR NR NR TPUS CDL 0 NR NR NR NR NR TPCDL 0 NR NR NR NR NR TPUS HIST CDL Local Land Records 0 NR NR NR NR NR TPLIENS 2 Records of Emergency Release Reports 0 NR NR NR NR NR TPHMIRS 0 NR NR NR NR NR TPSPILLS Other Ascertainable Records 0 NR NR NR NR NR TPRCRA NonGen / NLR 0 NR NR NR NR NR TPDOT OPS 0 NR NR 0 0 0 0.500DOD 0 NR NR 0 0 0 0.500FUDS Page 4 MAP FINDINGS SUMMARY Search TargetDistance Total Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted 0 NR NR 0 0 0 0.500CONSENT 0 NR NR 0 0 0 0.500ROD 0 NR NR 0 0 0 0.500UMTRA 0 NR NR NR 0 0 0.250US MINES 0 NR NR NR NR NR TPTRIS 0 NR NR NR NR NR TPTSCA 0 NR NR NR NR NR TPFTTS 0 NR NR NR NR NR TPHIST FTTS 0 NR NR NR NR NR TPSSTS 0 NR NR NR NR NR TPICIS 0 NR NR NR NR NR TPPADS 0 NR NR NR NR NR TPMLTS 0 NR NR NR NR NR TPRADINFO 0 NR NR NR NR NR TPFINDS 0 NR NR NR NR NR TPRAATS 0 NR NR NR NR NR TPRMP 0 NR NR NR NR NR TPNPDES 0 NR NR NR NR NR TPUIC 0 NR NR NR NR NR TPHWAR 0 NR NR NR 0 0 0.250DRYCLEANERS 0 NR NR 0 0 0 0.500IMPDMENT 0 NR NR NR NR NR TPAIRS 0 NR NR NR NR NR TPTIER 2 0 NR NR 0 0 0 0.500INDIAN RESERV 0 NR NR 0 0 0 0.500SCRD DRYCLEANERS 0 NR NR NR NR NR TPBOL 0 NR NR 0 0 0 0.500COAL ASH 0 NR NR NR 0 0 0.250PIMW 0 NR NR NR NR NR TPFinancial Assurance 0 NR NR 0 0 0 0.500CHICAGO ENV 0 NR NR NR NR NR TPLEAD SMELTERS 0 NR NR NR NR NR TPUS AIRS 0 NR NR NR NR NR TPEPA WATCH LIST 0 NR NR NR NR NR TPUS FIN ASSUR 0 NR NR 0 0 0 0.500COAL ASH EPA 0 NR NR NR NR NR TPPCB TRANSFORMER 0 NR NR NR NR NR TPCOAL ASH DOE 0 NR NR NR 0 0 0.2502020 COR ACTION 0 NR NR NR NR NR TPPRP EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records 0 NR NR 0 0 0 0.500EDR MGP 0 NR NR NR 0 0 0.250EDR US Hist Auto Stat 0 NR NR NR 0 0 0.250EDR US Hist Cleaners EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt. Archives 0 NR NR 0 0 0 0.500RGA HWS Page 5 MAP FINDINGS SUMMARY Search TargetDistance Total Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted 0 NR NR 0 0 0 0.500RGA LF 0 NR NR 0 0 0 0.500RGA LUST NOTES: TP = Target Property NR = Not Requested at this Search Distance Sites may be listed in more than one database Page 6 MAP FINDINGS Map ID EDR ID NumberDirection Distance EPA ID NumberDatabase(s)SiteDistance (ft.) NoTransporter of hazardous waste: NoRecycler of hazardous waste: NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: Not reportedOwner/Op end date: 01/01/1900Owner/Op start date: OperatorOwner/Operator Type: PrivateLegal status: Not reportedOwner/operator telephone: USOwner/operator country: Not reported Not reportedOwner/operator address: YORKVILLE NORTH WATER TOWEROwner/operator name: Not reportedOwner/Op end date: 01/01/1900Owner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: Not reportedOwner/operator telephone: USOwner/operator country: Not reported Not reportedOwner/operator address: YORKVILLE NORTH WATER TOWEROwner/operator name: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OwnerOwner/Operator Type: MunicipalLegal status: (708) 553-4350Owner/operator telephone: Not reportedOwner/operator country: YORKVILLE, IL 60560 111 W FOX ST STE 3Owner/operator address: YORKVILLE CITY OFOwner/operator name: Owner/Operator Summary: Handler: Non-Generators do not presently generate hazardous wasteDescription: Non-GeneratorClassification: 05EPA Region: Not reportedContact email: (630) 553-4370Contact telephone: USContact country: Not reported Not reportedContact address: ENV COORDINATORContact: ILR000023614EPA ID: YORKVILLE, IL 60560 610 TOWER LANEFacility address: YORKVILLE NORTH WATER TOWERFacility name: 04/01/2006Date form received by agency: RCRA NonGen / NLR: Site 1 of 3 in cluster A 1 ft. < 1/8 YORKVILLE, IL 60560 FINDS610 TOWER LANE ILR000023614 A1 RCRA NonGen / NLRYORKVILLE NORTH WATER TOWER 1001116341 Page 7 MAP FINDINGS Map ID EDR ID NumberDirection Distance EPA ID NumberDatabase(s)SiteDistance (ft.) HAZARDOUS WASTE BIENNIAL REPORTER corrective action activities required under RCRA. program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource Illinois EPA Project to facilitate the permitting operations ACES (Illinois - Agency Compliance And Enforcement System) is the Environmental Interest/Information System 110005945647Registry ID: FINDS: No violations foundViolation Status: CHROMIUM. Waste name: D007. Waste code: Large Quantity GeneratorClassification: YORKVILLE NORTH WATER TOWERSite name: 06/25/1996Date form received by agency: Historical Generators: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: NoUsed oil fuel burner: NoFurnace exemption: NoOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: YORKVILLE NORTH WATER TOWER (Continued) 1001116341 Not reportedAOR Well: ILEA5RAPermit Id: Not reportedWell Name: ILEA5D294112Well Id: Well: Not reportedSIC Code: Not reportedNAICS Code: 112Facility State Id: Not reportedFacility Type: ILEA112Facility Id: UIC: Site 2 of 3 in cluster A 1 ft. < 1/8 YORKVILLE, IL 60560 BOL610 TOWER LANE N/A A2 UICYORKVILLE, CITY OF S108256183 Page 8 MAP FINDINGS Map ID EDR ID NumberDirection Distance EPA ID NumberDatabase(s)SiteDistance (ft.) ACOperate Status Code: 1985-03-20 00:00:00Status Date: Not reportedWell In Source Water Area: Not reportedWell Site: Not reportedGeology Id: Not reportedTotal Depth: NoAquifer Exempt: Not reportedSubmission Date: ILPermit State Id: Not reportedOwnership Type: RAAUT Status: Not reportedAOR Well: ILEA5RAPermit Id: Not reportedWell Name: ILEA5D296112Well Id: YORKVILLE, IL 60560Contact City/State/Zip: 610 TOWER LANEContact Street: Not ProvidedContact Name: ILEA112Contact Id: 1985-03-20 00:00:00Well Type Date: 5H1Well Type: ACOperate Status Code: 1985-03-20 00:00:00Status Date: Not reportedWell In Source Water Area: Not reportedWell Site: Not reportedGeology Id: Not reportedTotal Depth: NoAquifer Exempt: Not reportedSubmission Date: ILPermit State Id: Not reportedOwnership Type: RAAUT Status: Not reportedAOR Well: ILEA5RAPermit Id: Not reportedWell Name: ILEA5D295112Well Id: YORKVILLE, IL 60560Contact City/State/Zip: 610 TOWER LANEContact Street: Not ProvidedContact Name: ILEA112Contact Id: 1985-03-20 00:00:00Well Type Date: 5H1Well Type: ACOperate Status Code: 1985-03-20 00:00:00Status Date: Not reportedWell In Source Water Area: Not reportedWell Site: Not reportedGeology Id: Not reportedTotal Depth: NoAquifer Exempt: Not reportedSubmission Date: ILPermit State Id: Not reportedOwnership Type: RAAUT Status: YORKVILLE, CITY OF (Continued)S108256183 Page 9 MAP FINDINGS Map ID EDR ID NumberDirection Distance EPA ID NumberDatabase(s)SiteDistance (ft.) LANDMedia Code: BOLInterest Type: Yorkville North Water TowerInterest Name: 0930250003Inv Num: 170000324361Site Id: BOL: YORKVILLE, IL 60560Contact City/State/Zip: 610 TOWER LANEContact Street: Not ProvidedContact Name: ILEA112Contact Id: 1985-03-20 00:00:00Well Type Date: 5H1Well Type: ACOperate Status Code: 1985-03-20 00:00:00Status Date: Not reportedWell In Source Water Area: Not reportedWell Site: Not reportedGeology Id: Not reportedTotal Depth: NoAquifer Exempt: Not reportedSubmission Date: ILPermit State Id: Not reportedOwnership Type: RAAUT Status: Not reportedAOR Well: ILEA5RAPermit Id: Not reportedWell Name: ILEA5D297112Well Id: YORKVILLE, IL 60560Contact City/State/Zip: 610 TOWER LANEContact Street: Not ProvidedContact Name: ILEA112Contact Id: 1985-03-20 00:00:00Well Type Date: 5H1Well Type: YORKVILLE, CITY OF (Continued)S108256183 7000Tank Capacity: RemovedTank Status: 1Tank Number: Yorkville, IL 60560Owner City,St,Zip: 507 W Kendall Dr Suite 4Owner Address: Yorkville School Dist 115Owner Name: U0016755Owner Id: NONEFacility Type: CLOSEDFacility Status: 2025934Facility ID: UST: 108 ft. Site 3 of 3 in cluster A 0.020 mi. < 1/8 YORKVILLE, IL 60560 WSW 201 W SOMONAUK N/A A3 USTYORKVILLE GRADE SCHOOL U000859552 Page 10 MAP FINDINGS Map ID EDR ID NumberDirection Distance EPA ID NumberDatabase(s)SiteDistance (ft.) Not reportedTest Expire Date: Not reportedLast Passing Date: Not reportedEquipment: Not reportedEquipment Type: Not reportedIEMA: NPending Nov: Not reportedMOTOR FUEL TYPE: Not reportedMotor Fuel Permit Expiration Date: Not reportedMotor Fuel Permit Inspection Date: Not reportedFee Due: Not reportedGreen Tag Expire Date: Not reportedGreen Tag Issue Date: Not reportedGreen Tag Decal: Not reportedInstall Date: Not reportedRed Tag Issue Date: 7/25/1990OSFM First Notify Date: 12/1/1982Last Used Date: Not reportedTank Substance: YORKVILLE GRADE SCHOOL (Continued) U000859552 Owner/Operator Summary: hazardous waste the cleanup of a spill, into or on any land or water, of acutely any residue or contaminated soil, waste or other debris resulting from time: 1 kg or less of acutely hazardous waste; or 100 kg or less of hazardous waste during any calendar month, and accumulates at any from the cleanup of a spill, into or on any land or water, of acutely of any residue or contaminated soil, waste or other debris resulting land or water, of acutely hazardous waste; or generates 100 kg or less other debris resulting from the cleanup of a spill, into or on any waste; or 100 kg or less of any residue or contaminated soil, waste or month, and accumulates at any time: 1 kg or less of acutely hazardous or generates 1 kg or less of acutely hazardous waste per calendar month, and accumulates 1000 kg or less of hazardous waste at any time; Handler: generates 100 kg or less of hazardous waste per calendarDescription: Conditionally Exempt Small Quantity GeneratorClassification: 05EPA Region: Not reportedContact email: (708) 553-4395Contact telephone: USContact country: YORKVILLE, IL 60560 PO BOX 487Contact address: GREG PEARLContact: YORKVILLE, IL 60560 PO BOX 487Mailing address: ILR000017806EPA ID: YORKVILLE, IL 60560 119 W SOMONAUKFacility address: LAIDLAW TRANSIT INC YORKVILLEFacility name: 03/08/1996Date form received by agency: RCRA-CESQG: 246 ft. Site 1 of 2 in cluster B 0.047 mi. < 1/8 YORKVILLE, IL 60560 East FINDS119 W SOMONAUK ILR000017806 B4 RCRA-CESQGLAIDLAW TRANSIT INC YORKVILLE 1004695450 Page 11 MAP FINDINGS Map ID EDR ID NumberDirection Distance EPA ID NumberDatabase(s)SiteDistance (ft.) corrective action activities required under RCRA. program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource Environmental Interest/Information System 110005941794Registry ID: FINDS: No violations foundViolation Status: IGNITABLE WASTE. Waste name: D001. Waste code: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: NoUsed oil fuel burner: NoFurnace exemption: NoOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: NoTransporter of hazardous waste: NoRecycler of hazardous waste: NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OwnerOwner/Operator Type: DistrictLegal status: (708) 553-4382Owner/operator telephone: Not reportedOwner/operator country: YORKVILLE, IL 60560 507 E KENDALLOwner/operator address: YROKVILLE SCHOOL DISTRICTOwner/operator name: LAIDLAW TRANSIT INC YORKVILLE (Continued) 1004695450 507 W Kendall Dr Suite 4Owner Address: Yorkville School Dist 115Owner Name: U0016755Owner Id: SCHOOL/COLLEGEFacility Type: CLOSEDFacility Status: 2026938Facility ID: UST: 246 ft. Site 2 of 2 in cluster B 0.047 mi. < 1/8 YORKVILLE, IL 60560 East 119 W SOMONAUK N/A B5 USTBUS GARAGE U001136999 Page 12 MAP FINDINGS Map ID EDR ID NumberDirection Distance EPA ID NumberDatabase(s)SiteDistance (ft.) Not reportedTest Expire Date: Not reportedLast Passing Date: Not reportedEquipment: Not reportedEquipment Type: 990660IEMA: NPending Nov: Not reportedMOTOR FUEL TYPE: Not reportedMotor Fuel Permit Expiration Date: Not reportedMotor Fuel Permit Inspection Date: $0.00Fee Due: Not reportedGreen Tag Expire Date: Not reportedGreen Tag Issue Date: Not reportedGreen Tag Decal: Not reportedInstall Date: Not reportedRed Tag Issue Date: 4/15/1991OSFM First Notify Date: 12/1/1998Last Used Date: Diesel FuelTank Substance: 1000Tank Capacity: RemovedTank Status: 1Tank Number: Yorkville, IL 60560Owner City,St,Zip: BUS GARAGE (Continued)U001136999 Not reportedOwner/operator country: YORKVILLE, IL 60560 106 RTE 126Owner/operator address: YORKVILLE CITY OFOwner/operator name: Owner/Operator Summary: hazardous waste at any time waste during any calendar month, and accumulates more than 1000 kg of hazardous waste at any time; or generates 100 kg or less of hazardous waste during any calendar month and accumulates less than 6000 kg of Handler: generates more than 100 and less than 1000 kg of hazardousDescription: Small Small Quantity GeneratorClassification: 05EPA Region: Not reportedContact email: (708) 553-4382Contact telephone: USContact country: YORKVILLE, IL 60560 106 RTE 126Contact address: JEFF STORMContact: YORKVILLE, IL 60560 106 RTE 126Mailing address: ILD984851444EPA ID: YORKVILLE, IL 60560 201 W CENTERFacility address: PARKVIEW GRADE SCHOOLFacility name: 02/11/1992Date form received by agency: RCRA-SQG: 664 ft. Site 1 of 2 in cluster C 0.126 mi. 1/8-1/4 YORKVILLE, IL 60560 SSW FINDS201 W CENTER ILD984851444 C6 RCRA-SQGPARKVIEW GRADE SCHOOL 1000614829 Page 13 MAP FINDINGS Map ID EDR ID NumberDirection Distance EPA ID NumberDatabase(s)SiteDistance (ft.) corrective action activities required under RCRA. program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource Illinois EPA Project to facilitate the permitting operations ACES (Illinois - Agency Compliance And Enforcement System) is the and settlements. regions and states with cooperative agreements, enforcement actions, Toxic Substances Control Act (TSCA). The system tracks inspections in Federal Insecticide, Fungicide, and Rodenticide Act (FIFRA) and the NCDB (National Compliance Data Base) supports implementation of the Environmental Interest/Information System 110005905976Registry ID: FINDS: No violations foundViolation Status: IGNITABLE WASTE. Waste name: D001. Waste code: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: NoUsed oil fuel burner: NoFurnace exemption: NoOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: NoTransporter of hazardous waste: NoRecycler of hazardous waste: NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: (708) 553-4382Owner/operator telephone: PARKVIEW GRADE SCHOOL (Continued) 1000614829 Page 14 MAP FINDINGS Map ID EDR ID NumberDirection Distance EPA ID NumberDatabase(s)SiteDistance (ft.) Not reportedTest Expire Date: Not reportedLast Passing Date: Not reportedEquipment: Not reportedEquipment Type: Not reportedIEMA: NPending Nov: Not reportedMOTOR FUEL TYPE: Not reportedMotor Fuel Permit Expiration Date: Not reportedMotor Fuel Permit Inspection Date: Not reportedFee Due: Not reportedGreen Tag Expire Date: Not reportedGreen Tag Issue Date: Not reportedGreen Tag Decal: Not reportedInstall Date: Not reportedRed Tag Issue Date: 7/25/1990OSFM First Notify Date: 12/1/1982Last Used Date: Heating OilTank Substance: 10000Tank Capacity: RemovedTank Status: 1Tank Number: Yorkville, IL 60560Owner City,St,Zip: 507 W Kendall Dr Suite 4Owner Address: Yorkville School Dist 115Owner Name: U0016755Owner Id: NONEFacility Type: CLOSEDFacility Status: 2025935Facility ID: UST: 664 ft. Site 2 of 2 in cluster C 0.126 mi. 1/8-1/4 YORKVILLE, IL 60560 SSW 201 W CENTER N/A C7 USTPARKVIEW SCHOOL U001137000 Not reportedInstall Date: Not reportedRed Tag Issue Date: 4/25/1986OSFM First Notify Date: Not reportedLast Used Date: Used OilTank Substance: 500Tank Capacity: RemovedTank Status: 1Tank Number: Artesia, CA 90702Owner City,St,Zip: P. O. Box 6038 Environmental Compliance DepartmentOwner Address: BP Products North America, Inc.Owner Name: U0000552Owner Id: NONEFacility Type: CLOSEDFacility Status: 2023162Facility ID: UST: 1124 ft. 0.213 mi. 1/8-1/4 YORKVILLE, IL 60560 South ROUTE 47 & MAIN N/A 8 USTAMOCO SS#18821 FACILITY #12440 U001136987 Page 15 MAP FINDINGS Map ID EDR ID NumberDirection Distance EPA ID NumberDatabase(s)SiteDistance (ft.) Not reportedEquipment: Not reportedEquipment Type: Not reportedIEMA: NPending Nov: Not reportedMOTOR FUEL TYPE: Not reportedMotor Fuel Permit Expiration Date: Not reportedMotor Fuel Permit Inspection Date: Not reportedFee Due: Not reportedGreen Tag Expire Date: Not reportedGreen Tag Issue Date: Not reportedGreen Tag Decal: Not reportedInstall Date: Not reportedRed Tag Issue Date: 4/25/1986OSFM First Notify Date: Not reportedLast Used Date: GasolineTank Substance: 8000Tank Capacity: RemovedTank Status: 3Tank Number: Not reportedTest Expire Date: Not reportedLast Passing Date: Not reportedEquipment: Not reportedEquipment Type: Not reportedIEMA: NPending Nov: Not reportedMOTOR FUEL TYPE: Not reportedMotor Fuel Permit Expiration Date: Not reportedMotor Fuel Permit Inspection Date: Not reportedFee Due: Not reportedGreen Tag Expire Date: Not reportedGreen Tag Issue Date: Not reportedGreen Tag Decal: Not reportedInstall Date: Not reportedRed Tag Issue Date: 4/25/1986OSFM First Notify Date: Not reportedLast Used Date: GasolineTank Substance: 8000Tank Capacity: RemovedTank Status: 2Tank Number: Not reportedTest Expire Date: Not reportedLast Passing Date: Not reportedEquipment: Not reportedEquipment Type: 14-0175, 90-2826IEMA: NPending Nov: Not reportedMOTOR FUEL TYPE: Not reportedMotor Fuel Permit Expiration Date: Not reportedMotor Fuel Permit Inspection Date: Not reportedFee Due: Not reportedGreen Tag Expire Date: Not reportedGreen Tag Issue Date: Not reportedGreen Tag Decal: AMOCO SS#18821 FACILITY #12440 (Continued)U001136987 Page 16 MAP FINDINGS Map ID EDR ID NumberDirection Distance EPA ID NumberDatabase(s)SiteDistance (ft.) Not reportedRed Tag Issue Date: Not reportedOSFM First Notify Date: 12/31/1973Last Used Date: GasolineTank Substance: 1000Tank Capacity: Exempt from registrationTank Status: 6Tank Number: Not reportedTest Expire Date: Not reportedLast Passing Date: Not reportedEquipment: Not reportedEquipment Type: Not reportedIEMA: NPending Nov: Not reportedMOTOR FUEL TYPE: Not reportedMotor Fuel Permit Expiration Date: Not reportedMotor Fuel Permit Inspection Date: Not reportedFee Due: Not reportedGreen Tag Expire Date: Not reportedGreen Tag Issue Date: Not reportedGreen Tag Decal: Not reportedInstall Date: Not reportedRed Tag Issue Date: Not reportedOSFM First Notify Date: 12/31/1973Last Used Date: Used OilTank Substance: 500Tank Capacity: Exempt from registrationTank Status: 5Tank Number: Not reportedTest Expire Date: Not reportedLast Passing Date: Not reportedEquipment: Not reportedEquipment Type: Not reportedIEMA: NPending Nov: Not reportedMOTOR FUEL TYPE: Not reportedMotor Fuel Permit Expiration Date: Not reportedMotor Fuel Permit Inspection Date: Not reportedFee Due: Not reportedGreen Tag Expire Date: Not reportedGreen Tag Issue Date: Not reportedGreen Tag Decal: Not reportedInstall Date: Not reportedRed Tag Issue Date: 4/25/1986OSFM First Notify Date: Not reportedLast Used Date: GasolineTank Substance: 10000Tank Capacity: RemovedTank Status: 4Tank Number: Not reportedTest Expire Date: Not reportedLast Passing Date: AMOCO SS#18821 FACILITY #12440 (Continued)U001136987 Page 17 MAP FINDINGS Map ID EDR ID NumberDirection Distance EPA ID NumberDatabase(s)SiteDistance (ft.) Not reportedTest Expire Date: Not reportedLast Passing Date: Not reportedEquipment: Not reportedEquipment Type: Not reportedIEMA: NPending Nov: Not reportedMOTOR FUEL TYPE: Not reportedMotor Fuel Permit Expiration Date: Not reportedMotor Fuel Permit Inspection Date: Not reportedFee Due: Not reportedGreen Tag Expire Date: Not reportedGreen Tag Issue Date: Not reportedGreen Tag Decal: Not reportedInstall Date: Not reportedRed Tag Issue Date: Not reportedOSFM First Notify Date: 12/31/1973Last Used Date: GasolineTank Substance: 1000Tank Capacity: Exempt from registrationTank Status: 7Tank Number: Not reportedTest Expire Date: Not reportedLast Passing Date: Not reportedEquipment: Not reportedEquipment Type: Not reportedIEMA: NPending Nov: Not reportedMOTOR FUEL TYPE: Not reportedMotor Fuel Permit Expiration Date: Not reportedMotor Fuel Permit Inspection Date: Not reportedFee Due: Not reportedGreen Tag Expire Date: Not reportedGreen Tag Issue Date: Not reportedGreen Tag Decal: Not reportedInstall Date: AMOCO SS#18821 FACILITY #12440 (Continued) U001136987 Not reportedContact email: (708) 990-5722Contact telephone: USContact country: OAKBROOK, IL 60521 2021 SPRING RD 400Contact address: LLOYD KUEHNContact: OAKBROOK, IL 60521 2021 SPRING RD 400Mailing address: ILD984812685EPA ID: YORKVILLE, IL 60560 207 N MAINFacility address: AMOCO 18821 STATIONFacility name: 01/23/1991Date form received by agency: RCRA-SQG: 1249 ft. 0.237 mi. 1/8-1/4 YORKVILLE, IL 60560 SSE FINDS207 N MAIN ILD984812685 9 RCRA-SQGAMOCO 18821 STATION 1000463000 Page 18 MAP FINDINGS Map ID EDR ID NumberDirection Distance EPA ID NumberDatabase(s)SiteDistance (ft.) corrective action activities required under RCRA. program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource Environmental Interest/Information System 110009377469Registry ID: FINDS: No violations foundViolation Status: IGNITABLE WASTE. Waste name: D001. Waste code: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: NoUsed oil fuel burner: NoFurnace exemption: NoOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: NoTransporter of hazardous waste: NoRecycler of hazardous waste: NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: Not reportedOwner/operator telephone: Not reportedOwner/operator country: Not reported Not reportedOwner/operator address: AMOCO OIL COOwner/operator name: Owner/Operator Summary: hazardous waste at any time waste during any calendar month, and accumulates more than 1000 kg of hazardous waste at any time; or generates 100 kg or less of hazardous waste during any calendar month and accumulates less than 6000 kg of Handler: generates more than 100 and less than 1000 kg of hazardousDescription: Small Small Quantity GeneratorClassification: 05EPA Region: AMOCO 18821 STATION (Continued) 1000463000 Page 19 MAP FINDINGS Map ID EDR ID NumberDirection Distance EPA ID NumberDatabase(s)SiteDistance (ft.) Not reportedNFR Date Recorded: Not reportedNFA/NFR Letter: Not reported45 Report Received: Not reported20 Report Received: 2014-02-20Non LUST Determination Letter: Not reportedDate Section 57.5(g) Letter: 734Section 57.5(g) Letter: Not reportedSite Classification: Not reportedPRP Phone: Not reportedPRP City,St,Zip: Not reportedPRP Address: Not reportedPRP Contact: Not reportedPRP Name: Not reportedEmail: Not reportedProject Manager Phone: Not reportedProject Manager: 02/14/2014IEMA Date: Other PetroProduct: 0930255017IL EPA Id: 20140175Incident Num: 11/02/1999NFR Date Recorded: 09/24/1999NFA/NFR Letter: Not reported45 Report Received: Not reported20 Report Received: Not reportedNon LUST Determination Letter: Not reportedDate Section 57.5(g) Letter: 731Section 57.5(g) Letter: Not reportedSite Classification: Not reportedPRP Phone: Warrenville, IL 60555PRP City,St,Zip: 28100 Torch Pkwy., 6-SPRP Address: Lyle BrucePRP Contact: Amoco Oil Co.PRP Name: Melinda.Friedel@illinois.govEmail: (217) 785-5736Project Manager Phone: FriedelProject Manager: 09/27/1990IEMA Date: GasolineProduct: 0930255017IL EPA Id: 902826Incident Num: LUST: 1351 ft. 0.256 mi. 1/4-1/2 YORKVILLE, IL 60560 SSE 207 EAST MAIN N/A 10 LUSTAMOCO OIL #18821 S104526636 04/17/1990IEMA Date: Fuel OilProduct: 0930255022IL EPA Id: 900999Incident Num: LUST: 2333 ft. Site 1 of 2 in cluster D 0.442 mi. 1/4-1/2 YORKVILLE, IL 60560 South BOL109 BRIDGE ST. N/A D11 LUSTHD BACK HOE S103294412 Page 20 MAP FINDINGS Map ID EDR ID NumberDirection Distance EPA ID NumberDatabase(s)SiteDistance (ft.) LANDMedia Code: BOLInterest Type: Hd BackhoeInterest Name: 0930255022Inv Num: 170000623145Site Id: BOL: Not reportedNFR Date Recorded: 01/22/2008NFA/NFR Letter: Not reported45 Report Received: Not reported20 Report Received: Not reportedNon LUST Determination Letter: Not reportedDate Section 57.5(g) Letter: 731Section 57.5(g) Letter: Not reportedSite Classification: Not reportedPRP Phone: Yorkville, IL 60560PRP City,St,Zip: 109 East Hydrolic St., P.O. Box 158PRP Address: Robert DavidsonPRP Contact: HD Back HoePRP Name: Harry.A.Chappel@illinois.govEmail: (217) 785-3913Project Manager Phone: ChappelProject Manager: HD BACK HOE (Continued)S103294412 08/01/2005NFR Date Recorded: 05/16/2005NFA/NFR Letter: 03/17/200545 Report Received: 02/15/200520 Report Received: Not reportedNon LUST Determination Letter: Not reportedDate Section 57.5(g) Letter: P.A.Section 57.5(g) Letter: Not reportedSite Classification: Not reportedPRP Phone: Not reportedPRP City,St,Zip: Not reportedPRP Address: Not reportedPRP Contact: Not reportedPRP Name: Matt.Urish@illinois.govEmail: (217) 524-5596Project Manager Phone: UrishProject Manager: 01/10/2005IEMA Date: GasolineProduct: 0930255061IL EPA Id: 20050037Incident Num: LUST: 2460 ft. Site 2 of 2 in cluster D 0.466 mi. 1/4-1/2 YORKVILLE, IL 60560 South 123 EAST HYDRAULIC AVENUE N/A D12 LUSTGREITER MECHANICAL SERVICES S106781251 Page 21 ORPHAN SUMMARYCityEDR IDSite NameSite AddressZipDatabase(s)Count: 1 recordsYORKVILLES111894851KENDALL COUNTY HIGHWAY DEPARTMENT6780 ROUTE 4760560UIC, LUST, SPILLS, BOL Page OR-1 Page 1 of 1BID TABULATIONPUBLIC WORKS STORAGE SHEDUNITED CITY OF YORKVILLEBID TABULATIONENGINEER'S ESTIMATEBIDS RECD 7/13/2015 52 Wheeler RoadSugar Grove, IL 60554 ITEMUNITUNITUNITNO. DESCRIPTION UNIT QUANTITY PRICE AMOUNTPRICE AMOUNTPRICE AMOUNT1 DEMOLITION OF EXISTING MATERIAL STORAGE SHED L SUM 1 10,000.00$ 10,000.00$ 7,350.00$ 7,350.00$ 10,000.00$ 10,000.00$ 2 CONCRETE SLAB REMOVAL SQ YD 267 5.00 1,335.00 7.87 2,101.29 25.00 6,675.00 3 PAVEMENT REMOVAL SQ YD 36 5.00 180.00 44.11 1,587.96 15.00 540.00 4 EARTH EXCAVATION CU YD 115 25.00 2,875.00 21.00 2,415.00 50.00 5,750.00 5 PERIMETER EROSION BARRIER FOOT 125 3.00 375.00 4.20 525.00 3.00 375.00 6 INLET AND PIPE PROTECTION EACH 1 200.00 200.00 210.00 210.00 250.00 250.00 7 AGGREGATE BASE COURSE, 4" SQ YD 303 10.00 3,030.00 4.20 1,272.60 8.00 2,424.00 8 CAST-IN-PLACE CONCRETE L SUM 1 75,000.00 75,000.00 121,886.00 121,886.00 102,000.00 102,000.00 9 PRE-ENGINEERED POST FRAME BUILDING SYSTEM L SUM 1 75,000.00 75,000.00 70,895.00 70,895.00 117,072.00 117,072.00 10 BOLLARD EACH 6 500.00 3,000.00 788.00 4,728.00 700.00 4,200.00 11 RESTORATION SQ YD 100 15.00 1,500.00 8.93 893.00 7.50 750.00 12 NON-SPECIAL, NON-HAZARDOUS SOIL WASTE DISPOSAL - TYPE 1 CU YD 25 50.00 1,250.00 73.52 1,838.00 150.00 3,750.00 TOTAL 173,745.00 215,701.85 253,786.00Montgomery, IL 60538 Romeoville, IL 60446LITE CONSTRUCTION TRI-STATE ENTERPRISES, INC.711 S. Lake Street 150 Anton DriveENGINEERING ENTERPRISES, INC.52 WHEELER ROAD, SUGAR GROVE, ILLINOIS FOUNDATION PLAN N SECTIONA CORNER BAR REINFORCINGC D HORIZONTAL REINFORCING AT INTERSECTION OF CONCRETE WALLSSECTIONB REVISIONS:BY: SHEET TITLE: SHEET NO: PROJECT NUMBER: DATE: DRAWN BY: CHECKED BY: SCALE: SHEET NO.OF HUTTER TRANKINA ENGINEERINGC 15089 04-20-15 AS NOTED RRO JM 1 CHUTTER TRANKINA ENGINEERINGISSUED FOR PERMIT 05-01-15 HUTTER TRANKINA ENGINEERING GENERAL FOUNDATION NOTES: CONCRETE NOTES: 1 S-1 FOUNDATION PLAN SECTIONS & NOTESSTATE O F I LLIN OI SJOHN L .T RA N KINALICENSE D STRUCT U R A L ENGINEER49 0 1 WALL HEIGHT REVISED 05-15-15 Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/gov_officials.php Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Human Resources Community Development Police Public Works Parks and Recreation Agenda Item Number New Business #7 Tracking Number PW 2019-37 Selection of Committee Liaisons Public Works Committee – May 21, 2019 Selection of liaisons to the Park Board and Yorkville-Bristol Sanitary District. Bart Olson Administration Name Department Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/gov_officials.php Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Human Resources Community Development Police Public Works Parks and Recreation Agenda Item Number New Business #8 Tracking Number PW 2019-38 2019 Meeting Dates Public Works Committee – May 21, 2019 Review of the remainder of 2019 meeting dates for the Public Works Committee. Bart Olson Administration Name Department Page 1 of 2 2019 MEETING SCHEDULE This meeting schedule is subject to revision. Upon revision, all entities that have lodged a request for the meeting schedule will be sent the updated/revised schedule. City Council Meeting 2nd & 4th Tuesday – 7:00 pm at City Hall January 8 & 22 July 9 & 23 February 12 & 26 August 13 & 27 March 12 & 26 September 10 & 24 April 9 & 23 October 8 & 22 May 14 & 28 November 12 & 26 June 11 & 25 December 10 Administration Committee 3rd Wednesday – 6:00 pm at City Hall January 16 July 17 February 20 August 21 March 20 September 18 April 17 October 16 May 15 November 20 June 19 December 18 Economic Development Committee 1st Tuesday – 6:00 pm at City Hall January 2* (Wednesday, due to Jan. 1st holiday) July 2 February 5 August 6 March 5 September 3 April 2 October 1 May 7 November 5 June 4 December 3 Public Safety Committee Quarterly - 1st Thursday – 6:00 pm at City Hall January 3 July 3* (Wednesday, due to July 4th holiday) April 4 October 3 United City of Yorkville 800 Game Farm Road Yorkville, Illinois 60560 Telephone: 630-553-4350 www.yorkville.il.us Page 2 of 2 Public Works Committee 3rd Tuesday – 6:00 pm at City Hall January 15 July 16 February 19 August 20 March 19 September 17 April 16 October 15 May 21 November 19 June 18 December 17 Fire and Police Commission Quarterly, 4th Wednesday - 6:00 pm at City Hall January 23 July 24 April 24 October 23 Library Board Meeting 2nd Monday - 7:00 pm at Library January 14 July 8 February 11 August 12 March 11 September 9 April 8 October 14 May 13 November 18* (due to Nov. 11th Veterans Day holiday) June 10 December 9 Park Board 2nd Thursday bi-monthly – 6:30 pm at Parks Maintenance Bldg – 185 Wolf Street January 10 July 11 March 14 September 12 May 9 November 14 Planning and Zoning Commission 2nd Wednesday - 7:00 pm at City Hall January 9 July 10 February 13 August 14 March 13 September 11 April 10 October 9 May 8 November 13 June 12 December 11 Police Pension Fund Board Quarterly, 2nd Tuesday - 5:00 p.m. at Police Dept. February 12 August 13 May 21* (3rd Tuesday) November 12 Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Human Resources Community Development Police Public Works Parks and Recreation Agenda Item Number Old Business #1 Tracking Number PW 2018-102 East Alley Parking Lot – Update Public Works Committee – May 21, 2019 A verbal update will be given at the meeting. Bart Olson Administration Name Department Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Human Resources Community Development Police Public Works Parks and Recreation Agenda Item Number Old Business #2 Tracking Number PW 2019-27 Crosswalk at Route 47 and Main Street Public Works Committee – May 21, 2019 Informational Bart Olson Administration Name Department Engineering Enterprises, Inc. Memo To: Mr. Bart Olson City Administrator From: Colleen Jaltuch, P.E. and Brad Sanderson, P.E. Date: May 14, 2019 Re: IL Route 47 and Main Street Pedestrian Crossing EEI Job #: YO1915-C As requested, we investigated the pedestrian crossing at IL Route 47 and Main Street due to safety concerns raised by the City and residents. We have investigated possible solutions to the current problems with vehicles not stopping for pedestrians. Our options suggested are below. 1. The first option is to remove all components of the existing crosswalk across IL Route 47. This would include removing the existing pedestrian crossing blinking signs, sidewalk ramps, detectable warnings, depressed curb, and colored concrete crosswalk, and pavement markings. Barrier curb and new sidewalk would be added. Previous sidewalk ramps would be restored with grass. The estimate of cost, including design and construction is $30,000 - $40,000. 2. The second option is to add pedestrian hybrid beacons which would be located on mast arm overhanging northbound and southbound traffic at the crossing. This would include removing the existing pedestrian crossing blinking signs. The estimate of cost, including design and construction is $60,000 - $76,000. Below are pictures of a pedestrian hybrid beacon and a sequencing diagram. Engineering Enterprises, Inc. Memo 3. The third option is to add a pedestrian bridge over IL Route 47. The improvements would include removal of the existing pedestrian crossing blinking signs, sidewalk ramps, detectable warnings, depressed curb, and crosswalk pavement markings. Barrier curb and new sidewalk would be added. The pedestrian bridge would connect from the southeast quadrant of the intersection at Ron Clark Park to the northwest quadrant of the intersection at Yorkville Town Square Park. The bridge would include spiral ramps to be ADA accessible. The estimate of cost, including design and construction is $925,000 - $1,025,000. Below are pictures of pedestrian bridges with spiral ramps. Please let us know if you would like to discuss or would like additional information. Summary Discuss the pedestrian crossing on IL Route 47 at Main Street due to safety concerns. Background Discussion regarding pedestrian crossing signage on IL Route 47 began in 2015 during the reconstruction and widening of the roadway. An analysis was performed by EEI and approval to construct the crosswalk signage and pavement markings was given by the City Council and IDOT in April 2016. The original investigation in December 2015, was performed by EEI. The December 8, 2015 staff memo is attached with the detail of the analysis. From that investigation, it was determined that IL Route 47 at the intersection with Main Street is a five (5)-lane roadway, two (2) lanes each direction with a left-turn lane on the northbound approach and a bidirectional left-turn lane on the southbound approach. The width of the roadway is 63 feet. The Average Daily Traffic (ADT) along IL Route 47 at this intersection is 19,500 vehicles per day (taken from the traffic count map on IDOT’s website). Because of the traffic counts, minimal pedestrian traffic, and very few gaps in traffic long enough for pedestrians to cross at this location, EEI recommended that the signage and markings NOT be installed at this location. Because IDOT had already constructed the crosswalk into the pavement, the City installed other measures to enhance driver awareness, such as adding LED lights to the sign, and additional pavement markings to provide active warning of pedestrian presence. There have been several concerns from residents and council members, since the installation of the signage and pavement markings, regarding the safety of the crosswalk. Most recently, City Council members and staff received a complaint, via email accompanied with a video on March 24, 2019, showing an adult and child crossing the intersection with vehicles ignoring the state law to yield for pedestrians. The vehicles continued to travel by while the pedestrians were running across the street while staying within the crosswalk. It was shown that the pedestrians and motorists came close to a collision at least once as they were crossing IL Route 47. This was very concerning to watch. Because of the location of Town Square Park and the number of children and adults that cross in this area because of the perceived safety of the crosswalk with the pavement markings and signage there is doubt about the safety of this crosswalk. Currently, at this location, vehicles per day has increased from 19,500 ADT in 2015 to 22,400 ADT in 2019 (source: https://www.gettingaroundillinois.com/gai.htm?mt=aadt). Staff has pre-emptively discussed the removal of the crosswalk with IDOT. Preliminarily, they noted that, the crosswalk (different pavement type and color than the roadway) would need to be removed. Also, the pavement markings, signage, depressed curb and sidewalk leading up to the crossing would need to be removed. Additional work to be completed would encompass, a replacement of the depressed curb with a barrier curb and grass would need to be planted where the sidewalk leading Memorandum To: Public Works Committee From: Erin Willrett, Assistant City Administrator CC: Bart Olson, City Administrator Date: April 17, 2019 Subject: Illinois Route 47/Main Street Pedestrian Crosswalk up to the crossing was removed. A permit would be required from IDOT to move forward with the project. At that point, IDOT would formally investigate all requirements of removing the crosswalk based on the requirements of the Illinois Access Code and also review the agreement for cost participation and maintenance. Recommendation After further review of the crosswalk and verifying the increase in vehicles per day, as recorded by IDOT, it is recommended that a permit be applied for from IDOT to remove the crossing at IL Route 47 and Main Street. There are 11 pedestrian crossings across IL Route 47 within Yorkville city limits. Of the 11 crossings, only three (3) locations are located outside of a traffic signal: one (1) at Orange Street, one (1) at Hydraulic Street and one (1) at Main Street. At Orange Street, a set of school crossing signs have been installed that light up when a pedestrian push button is activated. A crossing guard is also present before and after school to aid the students in crossing IL Route 47. The crossings at Hydraulic Street and Main Street do not currently have lighted signs. A map showing the crossings along IL Route 47 is attached. As requested, we investigated the pedestrian crossing on IL Route 47 at Main Street due to safety concerns raised by the City. Our findings are below. Existing Conditions and Observations: On Friday, December 4th, 2015, EEI personnel completed field investigations of the existing conditions and traffic patterns along IL Route 47 at Main Street. IL Route 47 at the intersection with Main Street is a five (5)-lane roadway, two (2) lanes each direction with a left-turn lane on the northbound approach and a bidirectional left-turn lane on the southbound approach. The width of the roadway is 63 feet. The average daily traffic along IL Route 47 at this location is 19,500 vehicles per day (taken from the traffic count map on IDOT’s website). Signage/Markings On northbound IL Route 47, a pedestrian crossing ahead sign is provided approximately 250’ in advance of the crosswalk at Main Street, with a pedestrian crossing sign also located at the crosswalk. On southbound IL Route 47, a pedestrian crossing ahead sign is provided approximately 260’ in advance of the crosswalk, with a pedestrian crossing sign also located at the crosswalk. The crosswalk is delineated by two (2) 6” wide white transverse markings with red colored concrete in between. Main Street is controlled by stop signs at both approaches and IL Route 47 is uncontrolled. A view of the crossing facing northbound is on the following page. Memorandum To: Bart Olson, City Administrator From: Brad Sanderson, EEI Collette Frohlich, EEI CC: Eric Dhuse, Director of Public Works Krysti Barksdale-Noble, Community Dev. Director Lisa Pickering, Deputy City Clerk Date: December 8, 2015 Subject: Rt 47 and Main Street – Pedestrian Crossing Photo 1. Crosswalk on IL Route 47 at Main Street, Facing Northbound Traffic and Pedestrian Patterns Vehicular and pedestrian traffic was counted from 6:45am to 8:45 am and from 2:00 pm to 4:00 pm for the intersection of IL Route 47 and Main Street. During each of the time periods counted, a peak 30- minute period was identified. The table below shows the AM and PM ½ hour peak observed. Time Period December 2015 Opposing Traffic Pedestrians 7:56-8:25 AM 911 1 3:25-3:54 PM 985 3 All pedestrians that crossed IL Route 47 at Main Street crossed the first two (2) lanes of traffic, waited in the bi-directional left turn lane, and crossed the other two (2) lanes of traffic when there was a large enough gap for them to continue. It was generally observed that the majority of the pedestrian traffic crossed IL Route 47 at Somonauk Street. In addition to vehicular and pedestrian traffic counts, gaps in traffic greater than 21 seconds were also recorded as a gap long enough for a pedestrian to cross at this location. The 21 second interval was estimated using a crossing speed of 3.5 feet per second (taken from the MUTCD) and a pedestrian startup time of 3 seconds. There were five (5) gaps in the traffic on IL Route 47 that met that length in the AM period and five (5) gaps recorded in the PM period. According to the Institute of Transportation Engineers, longer crossing times are needed for school-aged children. They recommend using 2.0 feet per second for elementary school children, 2.5 feet per second for middle school children, and 3.0 feet per second for high school children. Based on those crossing speeds, only one (1) gap in the PM period was long enough for elementary and middle school students, and two (2) additional gaps in the AM period were long enough for high school students. There were no gaps in the AM period that were long enough for elementary or middle school students. Sight Distance One concern raised by the City was possible sight distance constraints of northbound motorists due to the steep grade of the approach. According to the AASHTO Green Book, the stopping sight distances on upgrades of 3% and 6% are 237 feet and 229 feet, respectively. Since the IL Route 47 improvement plans show a grade of 5.5% on the northbound approach, the stopping sight distance required would be slightly over 230 feet. When viewing the crossing from the pedestrian ahead crossing on the northbound approach, the pedestrian crossing sign is visible (see Photo 2 below). Since the pedestrian ahead sign is located approximately 250 feet from the crossing as stated earlier in this memo, it appears that the stopping sight distance requirement is fulfilled, although it may be more difficult for motorists to see smaller pedestrians at that distance. Photo 2. Northbound Approach of Pedestrian Crossing Street Lighting Another concern raised by the City was visibility of the pedestrians to passing motorists during nighttime conditions. There is currently an overhead light at the southeast corner of the intersection which provides some illumination. Similar lighting was also present before the recent IL Route 47 improvements. With the IL Route 47 lighting project, there will be four (4) additional light poles installed near the intersection in early 2016; two (2) on IL Route 47 and two (2) on Main Street. This will increase the visibility of the crosswalk and pedestrians and will meet the current standards. Analysis and Review of Conditions The section on crosswalks in the MUTCD is in the process of being updated. The updated portion will read as follows: “New marked crosswalks alone, without other measures (enhancements) designed to reduce traffic speeds, shorten crossing distances, enhance driver awareness of the crossing, and/or provide active warning of pedestrian presence, should not be installed across uncontrolled roadways where either: A. The roadway has four or more lanes of travel without a raised median or pedestrian refuge island and an ADT of 12,000 vehicles per day or greater; or B. The roadway has four or more lanes of travel with a raised median or pedestrian refuge island and an ADT of 15,000 vehicles per day or greater, or: C. The speed limit exceeds 35 mph (60 km/h).” Since there are five (5) lanes of travel, no raised median or pedestrian refuge island present, an ADT of 19,500 vehicles per day, minimal pedestrian traffic, and very few gaps in traffic long enough for pedestrians to cross at this location, we would recommend that a pedestrian crossing not be installed at this location. However, since the crossing has already been established, we have evaluated installing other measures to enhance driver awareness of the crossing and provide active warning of pedestrian presence. Signal Warrants First, we reviewed the traffic signal warrants based on pedestrian volume. According to the MUTCD, Signal Warrant 4, Pedestrian Volume, the minimum required number of pedestrians crossing the major street at an intersection during an average day is 107 or more for each of any four hours or 133 or more for any one hour period. For Signal Warrant 5, School Crossing, the minimum required number of pedestrians is 20 during the highest crossing hour. Since neither warrant is met based on pedestrian volume observed, the need for a traffic signal is not justified. Pedestrian Hybrid Beacons A pedestrian hybrid beacon is used to control traffic at an unsignalized location to assist pedestrians in crossing at a marked crosswalk. It can be used at locations where a traffic signal is not warranted or the decision was made to not install a traffic control signal. However, the guidelines for installation of a pedestrian hybrid beacon require a minimum pedestrian volume of 20 for one hour of an average day. The pedestrian volume observed does not fit this criterion, so installing a pedestrian hybrid beacon is not justified. Increasing Sign Conspicuity Since traffic signals and pedestrian hybrid beacons are not warranted, another option is increasing the sign conspicuity of the pedestrian crossing signs. Section 2A.15 of the MUTCD offers several suggestions to accomplish this. Some options that could be used include: adding a red or orange flag above signs, adding a warning beacon to the sign, adding LED lights to the sign, or adding a strip of retroreflective material to the sign support. Pavement Markings Pavement markings can also be used to supplement the conspicuity of a crosswalk, such as adding ladder markings within the transverse crosswalk lines. However, because of the grade of the northbound approach, motorists cannot see the crosswalk markings until they are fairly close. For that reason, this may not be an appropriate option. Conclusions and Recommendation If the City chooses to enhance driver awareness, based on our observations we would recommend signage enhancements to the pedestrian crossing. We recommend the Rectangular Rapid Flashing Beacon (RRFB) as it is more conspicuous to motorists. Photo 3 (below) shows an example of a RRFB assembly at a crosswalk. We recommend replacing the existing pedestrian crossing signs accompanying the “AHEAD” plaque to be replaced with LED blinker signs. We also recommend replacing the existing signage assemblies at the crosswalk (pedestrian crossing signs with diagonal downward arrow plaques) with RRFB assemblies with pedestrian push buttons (new assemblies to include the pedestrian crossing sign and diagonal downward arrow plaque). A signage enhancement exhibit is attached. Photo 3. Sample RRFB Installation in Phoenix, AZ Signage Costs The flashing blinker signs are approximately $1,800 per sign. The RRFB assemblies with pedestrian push button (including the pedestrian crossing sign and diagonal downward arrow plaque) cost approximately $5,000 per assembly. The total cost of the proposed signage enhancements is approximately $13,600. IDOT/FHWA Requirements Since the signage enhancements would be performed within state right-of-way, an IDOT highway permit will be required. The Highway Permit form (OPER 1045) will need to be filled out including a description of the proposed work, location map, detailed drawings, traffic studies, traffic control plan and other pertinent information. IDOT will review the permit request and determine if anything other information is required to be submitted, such as the Individual Highway Permit Bond (OPER 1046). The RRFB is not in the current version of the MUTCD but an Interim Approval (IA-11) Memorandum has been issued. In order to install the RRFB, the Federal Highway Administration requires a letter to request approval of installation. Future Considerations Further study may be prudent in warmer weather as pedestrian counts may be higher in the spring or summer months than what was observed at this time. In addition, more commercial development may warrant review of the safety of the crossing to ensure that no changes in traffic patterns or pedestrians affect the safety and mobility. 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Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Human Resources Community Development Police Public Works Parks and Recreation Agenda Item Number Old Business #3 Tracking Number PW 2019-28 Plow Trucks - Status Public Works Committee – May 21, 2019 Informational Eric Dhuse Public Works Name Department Summary The committee asked staff to put together specifications and pricing for new plow trucks to start replacing the aging fleet. Background After the downturn in the economy in 2007/2008, the city stopped following the vehicle replacement program that traded in trucks on a regular schedule. Since that time, we have only been able to purchase one new dump truck in 2016. Besides the one new dump truck, our fleet ranges from 11-16 years old. To be able to provide the services that expected, it is imperative that we make a commitment to replacing the aging fleet. Our dump trucks are no longer reliable to perform the work they were purchased to do, and they are costing the city extra money in repairs. During the past snow season, it was very common to have at least one or two trucks down for service during any given snow event. When trucks are out of service, it can create a very serious domino effect. If we cannot provide timely service to clear the roads or salt them, this leads to packing snow or accumulating ice which leads to very dangerous driving conditions which can lead to increased accidents. We realize that we can’t be everywhere at once, but when two trucks are down it increases our operation time by 2-4 hours overall depending on the event and operation. In addition to the trucks up for discussion today, we will have to budget for at least one dump truck and one pickup truck in every budget year for next 5 years to get back on track of replacing vehicles on a schedule. While we are looking at vehicle replacement, I would like to mention that we need to get back on track with the equipment replacement as well. Our street sweeper, skid steer, mowers, utility tractor, wheel loader and backhoe all should be looked at for replacement or should have been replaced by now. Recommendation It is my recommendation to purchase two new single axle dump trucks at a cost of $201,055 each for a total cost of $402,110. In addition to snow and ice control, these trucks will be set up with what is called an asphalt body which will allow us to dump hot mix asphalt directly into the paver instead of dumping it on the ground and filling the paver or loading it one tractor bucket at a time from the truck to the paver. This will dramatically increase our efficiency in paving and quality of the finished product. I recommend that we purchase the trucks through Sourcewell which was formerly known as NJPA (National Joint Powers Alliance). This is a cooperative purchasing program that performs all the background, due diligence and guarantees prices to government, educational, and nonprofit organizations. We see this as a great alternative to using the state purchase program which only offers one truck and one body fabricator. With Sourcewell, we can Memorandum To: Public Works Committee From: Eric Dhuse, Director of Public Works CC: Bart Olson, Administrator Date: May 15, 2019 Subject: Plow trucks – Status purchase trucks that we feel are far superior to the truck offered on the state purchase. If we are going to keep these trucks for 10+ years, we need to have reliable trucks. At this time there is no money budgeted for this purchase. If the committee would like to move forward I will work with city staff to explore budgeting options such as using pw capital funds from the Raintree development agreement, using surplus funds from the previous year, procuring a bank loan, or other options that staff may come up with. I would ask that this be placed on the May 21, 2019 Public Works Committee agenda for discussion. If you have any questions or need further information, please let me know. Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/gov_officials.php Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Human Resources Community Development Police Public Works Parks and Recreation Agenda Item Number Old Business #4 Tracking Number PW 2019-29 Water Department Superintendent – Personnel Recruitment Update Public Works Committee – May 21, 2019 N/A Majority Approval See attached memo. Bart Olson Administration Name Department Summary Review of a proposed amendment to the Superintendent of Water and Sewer salary range. Background This agenda item was last discussed at the April Public Works Committee meeting. At that meeting, the Committee heard an update on the two failed recruitments in the Water Division of the Public Works Department, and that the next step would be a recommendation for an increased salary range for the Superintendent of Water and Sewer. The Superintendent of Water and Sewer position was created in December 2018, and the range was created at $75,000 to $105,000, to be internally comparable to the Superintendent of Parks and Recreation positions. The resolution from that authorization is attached. To set the new salary range, Director Dhuse has compiled a wide range of external comparable positions. While this a wider set of comparable positions and municipalities than we would typically use, we felt it was necessary to cast a wide net based on the failure of the original job recruitment. Based on this data and the feedback we received from some of the applicants in the last round, our recommendation is to move the salary range from $75,000 - $105,000, to a new salary range of $87,000 to $118,000. Recommendation Staff recommends approval of the revised salary range for the Superintendent of Water and Sewer. Memorandum To: City Council From: Bart Olson, City Administrator CC: Date: May 16, 2019 Subject: Water Superintendent/Foreman Recruitment Community Position Salary Salary Salary 17‐Nov 18‐May 19‐May 3% Inc. 3% Inc. 1 Oswego Supt. Shop Operations $59,691.00 $61,481.73 $65,023.00 2 Oswego Supt. Street Operations $73,281.00 $75,479.43 $74,726.00 3 Elburn Supt. Of PW $78,000.00 $80,340.00 $82,750.20 Montgomery Supt. of Water and Sewer $88,433.00 Montgomery Supt. of Streets $87,595.00 4 St. Charles PW Division Mgr $78,137.00 $80,481.11 $93,192.00 5 Plano Water Supt. $79,046.00 $81,810.00 $84,264.30 6 St. Charles PW Division Mgr $80,205.00 $82,611.15 $89,642.00 7 St. Charles PW Admin Coord. $80,499.00 $82,913.97 $78,259.00 8 Geneva Supt of Streets and Fleets $81,750.00 $84,202.50 $103,445.00 9 Plano Streets Supt. $83,069.00 $83,645.00 $86,154.35 10 St. Charles PW Mgr. Public Services $84,802.00 $87,346.06 $112,911.00 14 Carol Stream Garage Supervisor $86,974.00 $89,583.22 $93,193.00 15 Carol Stream Building Maint. Supervisor $88,164.00 $90,808.92 $103,994.00 16 Shorewood Utility Supervisor $88,317.00 $90,966.51 $88,316.00 17 Carol Stream Supt. Of Operations $89,257.00 $91,934.71 $118,001.00 18 Lisle PW Supt. $89,816.00 $92,510.48 $98,143.00 19 St. Charles Fleet Manager $91,002.00 $93,732.06 $88,090.00 20 Lisle Facilities Manager $91,364.00 $94,104.92 $95,747.00 21 Sugar Grove Streets and Properties Super. $92,732.00 $95,513.96 $95,896.00 23 Bartlett Wastewater Supervisor $95,143.00 $97,997.29 $102,482.00 24 N. Aurora Supt. Streets $97,894.00 $100,830.82 $109,583.00 25 Batavia Supt. Water $98,607.00 $101,565.21 $116,493.00 26 Geneva Supt. Of Water and Wastewater $99,586.00 $102,573.58 $117,316.00 27 Carol Stream Street Supervisor $100,840.00 $103,865.20 $91,108.00 28 Lemont Water & Sewer Supervisor $101,140.00 $104,174.20 $108,323.00 29 Channahon Engineering Project Manager $101,221.00 $104,257.63 $105,600.00 30 Minooka Supt. Of Public Works $103,036.00 $103,809.00 $106,923.27 31 Plainfield Supt. Streets $103,500.00 $106,605.00 $108,742.00 32 Sugar Grove Utilities Supervisor $107,062.00 $110,273.86 $113,957.00 34 St. Charles Water Division Mgr $109,496.00 $112,780.88 $99,181.00 35 Winfield PW Supt. $111,255.00 $117,458.00 $120,981.74 36 Plainfield Supt. Wastewater $111,465.00 $114,808.95 $117,104.00 37 Plainfield Supt. Of Public Improvements $111,465.00 $114,808.95 $117,104.00 38 Bartlett Water Supervisor $113,974.00 $117,393.22 $118,580.00 39 Carol Stream Utilities Supervisor $114,188.00 $117,613.64 $91,187.00 40 Batavia Supt. Wastewater $115,790.00 $119,263.70 $122,304.00 42 Channahon Street Supt. $116,297.00 $119,785.91 $123,379.49 43 N. Aurora Supt. Water $116,314.00 $119,803.42 $120,432.00 44 Bartlett Supt. Of Grounds $119,695.00 $123,285.85 $124,530.00 45 St. Charles PW manager of Env. Svcs $120,489.00 $124,103.67 $120,329.00 46 Batavia Supt. Streets $120,998.00 $124,627.94 $127,806.00 Actual position salary Average $97,139.03 $100,028.79 $102,648.10 15% below average $82,568.17 $85,024.47 $87,250.89 Average $97,139.03 $100,028.79 $102,648.10 15% above average $111,709.88 $115,033.11 $118,045.32 Current approved Salary Range $75,000.00 to $105,000.00 Proposed New Salary Range $87,000.00 to $118,000.00 Attachment III Resolution No. 2018- A RESOLUTION OF THE UNITED CITY OF YORKVILLE,KENDALL COUNTY,ILLINOIS APPROVING A REVISED SALARY SCHEDULE AND STEP INCREASE WHEREAS, the United City of Yorkville, Kendall County, Illinois (the "City") is a duly organized and validly existing non-home rule municipality created in accordance with the Constitution of the State of Illinois of 1970 and the laws of this State; and, WHEREAS, the Mayor and City Council (the "Corporate Authorities") desire to further review and update its salary schedule for non-union and exempt employees which had been reviewed and updated in March of 2018; and, WHEREAS, the Corporate Authorities reviewed a current survey of comparable municipalities for all non-union positions and believe that salary ranges as established in the Resolution of March of 2018 were competitive within the marketplace as well as reasonable within the current economic climate; and, WHEREAS, in addition to establishing updated salary ranges for non-union positions, the Corporate Authorities reviewed a step increase to allow non-union/non-exempt employees to move one step per year based on personnel evaluations and budgetary constraints; and, WHEREAS, after discussion and consideration of both the updated salary ranges and the step increase as approved, the Corporate Authorities passed Resolution 2018-14 on March 27, 2018 and now wish to repeal and pass this Resolution in its stead in order to adopt a revised list of Non-Union/Exempt Employees to add a position and a revised Schedule of Step Increases. NOW, THEREFORE, BE IT RESOLVED, by the Mayor and City Council of the United City of Yorkville, Kendall County, Illinois, as follows: Section 1. That Resolution 2018-14 is hereby repealed. Resolution No.2018--YL Page 1 Section 2. That the Non-Union/Exempt Employees Salary Range Schedule attached hereto and made a part hereof by reference as Exhibit A, is hereby approved. Section 3. That the Schedule of Step Increases for Non-Union/Non-Exempt Employees attached hereto and made a part hereof as Exhibit B, is hereby approved. Section 4. That this Resolution shall be in full force and effect from and after its passage and approval as provided by law. PASSED by the Mayor and City Council of the United City of Yorkville, Illinois, this 11th day of December, 2018. CARLO COLOSIMO KEN KOCH JACKIE MILSCHEWSKI ARDEN JOE PLOCHER 1 CHRIS FUNKHOUSER JOEL FRIEDERS SEAVER TARULIS JASON PETERSON APPROVED: 041 Mayor Attest: d""' City Clerk Resolution No.2018- 30 Page 2 Exhibit A Non-Union/Exempt Employees Min Max Parks and Rec Parks and Recreation Director(Exempt) 99,220 148,397 Admin Assistant City Administrator(Exempt) 102,289 144,267 ComDev Community Development Director(Exempt) 101,485 143,178 PW Public Works Director(Exempt) 100,653 142,915 Finance Finance Director(Exempt) 99,278 138,588 Police Deputy Chief(Exempt) 96,756 138,037 ComDev Building Code Official(Exempt) 78,685 109,985 Parks and Rec Superintendent of Parks(Exempt) 75,000 105,000 Parks and Rec Superintendent of Recreation(Exempt) 75,000 105,000 PW PROPOSED SUPT OF WATER/SEWER 75,000 105,000 Parks and Rec Parks Foreman(Exempt) 67,465 95,000 PW Sewer Foreman(Exempt) 67,465 95,000 PW Streets Foreman(Exempt) 67,465 95,000 PW Water Foremon(Exempt) 67,465 95,000 ComDev Senior Planner(Exempt) 66,947 88,389 Police Executive Assistant(PD) (Exempt) 50,734 68,122 Admin Executive Assistant/Deputy Clerk(Exempt) 49,578 66,929 Parks and Rec Recreation Manager(Exempt) 44,356 63,396 Parks and Rec Recreation Coordinator(Exempt) 38,389 57,538 Parks and Rec Child Development Coordinator(Exempt) 34,133 44,880 Exhibit B t steps 1 2 3 4 5 6 7 8 9 10 Non-Union/Non-Exempt Employees Administration Administrative Assistant 46,073 47,528 49,064 50,600 52,132 53,864 55,593 57,716 59,702 62,084 3.16% 3.23% 3.13% 3.03% 3.32% 3.21% 3.82% 3.44% 3.99% Administrative Secretary 46,073 47,528 49,064 50,600 52,132 53,864 55,593 57,716 59,702 62,084 3.16% 3.23% 3.13% 3.03% 3.32% 3.21% 3.82% 3.44% 3.99% Office Receptionist 40,960 42,255 43,619 44,984 46,348 47,886 49,424 51,312 53,077 55,195 3.16% 3.23% 3.13% 3.03% 3.32% 3.21% 3.82% 3.44% 3.99% Community Development Code Inspector 53,786 55,485 57,277 59,071 60,860 62,880 64,899 67,378 69,696 72,477 3.16% 3.23% 3.13% 3.03% 3.32% 3.21% 3.82% 3.44% 3.99% Property Maintenance Inspector 55,000 56,738 58,571 60,404 62,234 64,300 66,365 68,900 71,270 74,113 3.16% 3.23% 3.13% 3.03% 3.32% 3.21% 3.82% 3.44% 3.99% Receptionist/Building Dept Clerk 43,242 44,609 46,050 47,491 48,930 50,554 52,178 54,171 56,034 58,270 3.16% 3.23% 3.13% 3.03% 3.32% 3.21% 3.82% 3.44% 3.99% Finance Accounting Clerk 49,971 51,550 53,216 54,881 56,544 58,422 60,297 62,600 64,754 67,337 3.16% 3.23% 3.13% 3.03% 3.32% 3.21% 3.82% 3.44% 3.99% Senior Accounting Clerk 62,187 64,153 66,225 68,297 70,367 72,703 75,037 77,903 80,583 83,799 3.16% 3.23% 3.13% 3.03% 3.32% 3.21% 3.82% 3.44% 3.99% Utility Billing Clerk 47,391 48,889 50,468 52,047 53,624 55,405 57,184 59,367 61,410 63,860 3.16% 3.23% 3.13% 3.03% 3.32% 3.21% 3.82% 3.44% 3.99% Police Department Police Records Clerk 42,711 44,060 45,484 46,907 48,329 49,933 51,536 53,504 55,345 57,553 3.16% 3.23% 3.13% 3.03% 3.32% 3.21% 3.82% 3.44% 3.99%