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Public Works Packet 2021 03-16-21 AGENDA PUBLIC WORKS COMMITTEE MEETING Tuesday, March 16, 2021 6:00 p.m. City Hall Conference Room 800 Game Farm Road, Yorkville, IL Citizen Comments: Minutes for Correction/Approval: February 16, 2021 New Business: 1. PW 2021-08 Snow Operations Report 2. PW 2021-09 Water Department Reports for September – December 2020 and January 2021 3. PW 2021-10 2021 Road to Better Roads Program – Contract Award 4. PW 2021-11 2021 Road to Better Roads Program – Construction Engineering Agreement 5. PW 2021-12 Elizabeth Street and Appletree Court Water Main Improvements – Contract Award 6. PW 2021-13 Elizabeth Street and Appletree Court Water Main Improvements – Construction Engineering Agreement 7. PW 2021-14 Kennedy Road and Mill Road Intersection Improvements Engineering Agreement 8. PW 2021-15 Heartland Circle – Plat of Abrogation (1162 Spring Street) 9. PW 2021-16 Ashley Road Improvements – Status Update 10. PW 2021-17 Stop Sign Analysis a. Freemont and Somonauk Streets b. Heartland Circle 11. PW 2021-18 2021 EEI Hourly Rate Request 12. PW 2021-19 Professional Services Intergovernmental Agreement with Oswego and Montgomery and Water Study Contribution 13. PW 2021-20 Wyland National Mayor’s Challenge for Water Conservation 14. PW 2021-21 Sale of Surplus Vehicles 15. PW 2021-22 Public Works Vehicle Proposals Old Business: Additional Business: United City of Yorkville 800 Game Farm Road Yorkville, Illinois 60560 Telephone: 630-553-4350 www.yorkville.il.us Public Works Committee Agenda March 16, 2021 Page 2 2019/2020 City Council Goals – Public Works Committee Goal Priority Staff “Municipal Building Needs & Planning” 2 Bart Olson, Rob Fredrickson, Eric Dhuse, James Jensen, 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 & James Jensen “Quiet Zones” 14 (tie) Eric Dhuse, Erin Willrett & Brad Sanderson “Route 47 Crossings” 19 Eric Dhuse & Brad Sanderson UNITED CITY OF YORKVILLE WORKSHEET PUBLIC WORKS COMMITTEE Tuesday, March 16, 2021 6:00 PM CITY HALL CONFERENCE ROOM --------------------------------------------------------------------------------------------------------------------------------------- CITIZEN COMMENTS: --------------------------------------------------------------------------------------------------------------------------------------- --------------------------------------------------------------------------------------------------------------------------------------- MINUTES FOR CORRECTION/APPROVAL: --------------------------------------------------------------------------------------------------------------------------------------- 1. February 16, 2021 □ Approved __________ □ As presented □ With corrections --------------------------------------------------------------------------------------------------------------------------------------- NEW BUSINESS: --------------------------------------------------------------------------------------------------------------------------------------- 1. PW 2021-08 Snow Operations Report □ Moved forward to CC __________ □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 2. PW 2021-09 Water Department Reports for September – December 2020 and January 2021 □ Moved forward to CC __________ □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 3. PW 2021-10 2021 Road to Better Roads Program – Contract Award □ Moved forward to CC __________ □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 4. PW 2021-11 2021 Road to Better Roads Program – Construction Engineering Agreement □ Moved forward to CC __________ □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 5. PW 2021-12 Elizabeth Street and Appletree Court Water Main Improvements – Contract Award □ Moved forward to CC __________ □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 6. PW 2021-13 Elizabeth Street and Appletree Court Water Main Improvements – Construction Engineering Agreement □ Moved forward to CC __________ □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 7. PW 2021-14 Kennedy Road and Mill Road Intersection Improvements Engineering Agreement □ Moved forward to CC __________ □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 8. PW 2021-15 Heartland Circle – Plat of Abrogation (1162 Spring Street) □ Moved forward to CC __________ □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 9. PW 2021-16 Ashley Road Improvements – Status Update □ Moved forward to CC __________ □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 10. PW 2021-17 Stop Sign Analysis a. Freemont and Somonauk Streets □ Moved forward to CC __________ □ Approved by Committee __________ □ Bring back to Committee __________ b. Heartland Circle □ Moved forward to CC __________ □ Approved by Committee __________ □ Bring back to Committee __________ □ Notes ___________________________________________________________________________ ___________________________________________________________________________________ ___________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 11. PW 2021-18 2021 EEI Hourly Rate Request □ Moved forward to CC __________ □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 12. PW 2021-19 Professional Services Intergovernmental Agreement with Oswego and Montgomery and Water Study Contribution □ Moved forward to CC __________ □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 13. PW 2021-20 Wyland National Mayor’s Challenge for Water Conservation □ Moved forward to CC __________ □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 14. PW 2021-21 Sale of Surplus Vehicles □ Moved forward to CC __________ □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 15. PW 2021-22 Public Works Vehicle Proposals □ Moved forward to CC __________ □ 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 Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number Minutes Tracking Number Minutes of the Public Works Committee – February 16, 2021 Public Works Committee – March 16, 2021 Majority Committee Approval Minute Taker Name Department Page 1 of 3 DRAFT UNITED CITY OF YORKVILLE PUBLIC WORKS COMMITTEE Tuesday, February 16, 2021, 6:00pm Yorkville City Hall, Council Chambers 800 Game Farm Road In accordance with Public Act 101-0640 and Gubernatorial Disaster Proclamation issued by Governor Pritzker pursuant to the powers vested in the Governor under the Illinois Emergency Management Agency Act, the United City of Yorkville is encouraging social distancing during the pandemic by allowing remote attendance for this meeting. IN ATTENDANCE: Committee Members Chairman Joe Plocher , in-person Alderman Chris Funkhouser, in-person Alderman Ken Koch, in-person Absent: Alderman Seaver Tarulis Other City Officials City Administrator Bart Olson, in-person Assistant City Administrator Erin Willrett-electronic attendance Engineer Brad Sanderson, EEI, in-person Public Works Director Eric Dhuse, in-person Alderman Jackie Milschewski, remote attendance (left 6:20pm) Other Guests: None The meeting was called to order at 6:00pm by Chairman Joe Plocher. Citizen Comments: None Previous Meeting Minutes: December 15, 2020 The minutes were approved as presented on a voice vote. New Business: 1. PW 2021-01 Snow Operations Report Mr. Dhuse said there was a breakdown of snow equipment-- 2 large trucks and 1 small one which staff will repair. Chairman Plocher thanked Public Works for the good job removing snow. Alderman Funkhouser said after observing some streets, certain areas were not plowed well and wondered if salt was being applied differently or plowing was altered. Mr. Dhuse explained how the plowing is done Page 2 of 3 and how the blades can be angled for plowing. He further said that brand new electronics are being used in older equipment resulting in less than optimum connections. He also said the temperatures affect the plowing and added that the plow staff was trying very hard to achieve the best results. Alderman Funkhouser said the equipment issues should be dealt with during the budget process. Alderman Koch said he noticed many problems on Baseline Road during the bad weather. Mr. Olson said it is historically a difficult road. Questions were raised about closing the road, however, there are 2 residents living there. Mr. Funkhouser asked if a road grader could be used, so Mr. Dhuse will talk with Sugar Grove Township, though a grader would be hard on the road. Alderman Milschewski had concerns about salting and it was noted there had been a truck breakdown. She commented that the city may need to be more aggressive with procuring better equipment since severe winters could become the norm. Mr. Funkhouser suggested the city might need a full time maintenance mechanic. 2. PW 2021-02 Capital Improvement Projects Update Mr. Sanderson said a quarterly update is in the packet. He also said the 2021 Road to Better Roads program went out to bid and it is hoped to bring the bid award to the March meeting. Other bids are expected at that meeting as well. 3. PW 2021-03 Quarterly Bond and Letter of Credit Reduction Summary This is the quarterly report for the end of 2020 and it was a fairly active quarter, said Mr. Sanderson. For information. 4. PW 2021-04 Fountain Village Completion of Improvements – Change Order No. 1 Several years ago the city received government funds to complete detention basin maintenance at Fountain Village. That has just been completed in 2020 and it was $26,000 less than budgeted. Mr. Sanderson recommended approval of the Change Order. Mr. Funkhouser asked where this line item will be credited and Mr. Olson will work with Mr. Fredrickson on this question. This item moves on to City Council. 5. PW 2021-05 Well No. 8 and 9 Water Treatment Plant Media Replacement – Change Order No. 1 Mr. Sanderson said the city did a media exchange replacement in these wells and later some coating issues were discovered. A separate contract was issued for the coating and extra costs were incurred. Mr. Dhuse added that contracts in the future will include a line item for coating if needed and he said only 2 companies do this type of work. The Change Order is for $9,145 which the committee approved and it moves forward to City Council. 6. PW 2021-06 MFT Resolution for ReBuild Illinois (Fox Hill Improvements) Four years ago the State had a bond sale and the city received $1.25 million in funds. The city has decided to fund Fox Hill improvements and a resolution will be needed by IDOT. Plans will be submitted in the next 2-3 weeks and bids let in April. All funds will be used and some additional may be added. Mr. Olson said the location or scope of the project could change, but the recommendation is to do as much work as possible and perhaps add a supplemental package. Mr. Sanderson said an additional $400,000 to $450,00 should allow for completion of the project. Chairman Plocher asked if the amount for the Fox Hill project was aggressive or if it would increase greatly if the project was delayed. Mr. Sanderson said it would increase. This moves to City Council. Page 3 of 3 7. PW 2021-07 Mill Road Reconstruction – Review of Bids Mr. Sanderson reported the bids were $600,000-$700,000 below estimate since there is a lack of work at this time. He said this work would be good for the city but also for the developer. Mr. Olson anticipates an engineering agreement from EEI before the next meeting. He added that the goal for this construction year is to bid out several projects. Old Business: None Additional Business: There was no further business and the meeting was adjourned at 6:40pm. Minutes respectfully transcribed by Marlys Young, Minute Taker-electronic attendance 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 Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number New Business #1 Tracking Number PW 2021-08 Snow Operations Report Public Works Committee – March 16, 2021 None None Snow operation report for February. Eric Dhuse Public Works Name Department Summary Totals for the snow events for Feb 10th – Feb 23rd. Background This report details the salt and brine usage from February 10th – February 23rd. During this time, we plowed and salted numerous times. This was an unusual winter, almost the entire years average snowfall happened in one month. Our crews always responded quickly and efficiently to keep the roads as clear as possible. Items of note:  Brine usage was down due to extremely cold temperatures and computer sensor failure on our brine making machine.  3 large dump trucks were down for all or part of this reporting period. (highlighted in yellow)  Many of these events were off hours, OT hours were very high for the month of February. Below please find the monthly table that outlines our key elements of snow removal operations. Many of our salt trucks had to assist on other routes due to mechanical breakdowns. 2/9‐2/23 2/23/2021 Recorder ED Total Miles Average Salt Lbs of Lbs of Brine Gallons of Gal Brine/ Tons of  Route Truck ID Driven MPH Miles Salt Used Salt/Mi. Miles Brine Used Ton Salt Salt Used 1 9 526 13.00 196 113,024 577 70 268 5 56.51 2 27 436 10.00 259 146,521 566 0 0 0 73.26 3 10 33 13.00 27 11,121 412 0 0 0 5.56 4 23 45 6.80 33 20,747 625 27 119 11 10.37 5 13 361 11.00 185 105,888 572 48 185 3 52.94 5 28 404 10.00 221 111,288 504 65 111 2 55.64 6 18 409 9.00 209 121,606 582 71 306 5 60.80 7 3,14 416 10.00 280 120,000 429 0.00 0 0.00 60.00 82200.000 0 0 0.00 9 11 511 9.00 179 102,451 572 64 360 7 51.23 3108 8.76 1562 841,525 553.25 345 1349 4.22 421 Avg. Avg. Avg. Out of service for at least a portion of the reporting period.   Snow Operations Salt and Brine Data 2020‐2021 Snow Event Date Date of Recording EVENT TOTALS Recommendation This is an informational item only. Memorandum To: Public Works Committee From: Eric Dhuse, Director of Public Works CC: Bart Olson, Administrator Date: March 8, 2021 Subject: Snow Operations Report 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 Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number New Business #2 Tracking Number PW 2021-09 Water Department Reports for September – December 2020 and January 2021 Public Works Committee – March 16, 2021 Majority Approval Monthly water reports to be approved by council per IEPA. Eric Dhuse Public Works Name Department United City of Yorkville WATER DEPARTMENT REPORT __ September 2020 _ MONTH / YEAR WELLS NO WELL DEPTH (FEET) PUMP DEPTH (FEET) WATER ABOVE PUMP (FEET) THIS MONTH’S PUMPAGE (GALLONS) 4 1386 664 384 22,086,000 7 1527 1125 430 11,033,400 8 1384 840 447 14,141,000 9 1368 861 278 13,910,000 TOTAL TREATED 61,170,4000 CURRENT MONTH’S PUMPAGE IS 17,389,4000 GALLONS MORE THAN LAST MONTH _ _1,258,700 GALLONS LESS THAN LAST YEAR DAILY AVERAGE PUMPED: _ 2,039,013 ___GALLONS DAILY MAXIMUM PUMPED: __ 2,732 GALLONS DAILY AVERAGE PER CAPITA USE: ___ 94.11 __ GALLONS WATER TREATMENT: CHLORINE: 1630 LBS. FED CALCULATED CONCENTRATION: ___3.46__ MG/L FLUORIDE: _ 0 LBS. FED MEASURED CONCENTRATION: _____.94 __ MG/L POLYPHOSPHATE: 1312_ LBS. FED CALCULATED CONCENTRATION: ___0.98___ MG/L WATER QUALITY: BACTERIOLOGICAL SAMPLES ANALYZED BY ILLINOIS ENVIRONMENTAL PROTECTION AGENCY: __23 SATISFACTORY _____ UNSATISFACTORY (EXPLAIN) ___________________________________________________________________________________________ FLOURIDE: __ 12 __ SAMPLE(S) TAKEN CONCENTRATION: _ 0.98 MG/L MAINTENANCE: NUMBER OF METERS REPLACED: __ NUMBER OF LEAKS OR BREAKS REPAIRED: __ ___ MXU’S: __35 BATTERIES REPLACED: _ NEW CUSTOMERS: RESIDENTIAL: __7 COMMERCIAL: ____ 1_ _ INDUSTRIAL/GOVERNMENTAL: ___ ___ COMMENTS: United City of Yorkville WATER DEPARTMENT REPORT __ October 2020 _ MONTH / YEAR WELLS NO WELL DEPTH (FEET) PUMP DEPTH (FEET) WATER ABOVE PUMP (FEET) THIS MONTH’S PUMPAGE (GALLONS) 4 1386 664 384 16,860,000 7 1527 1125 430 10,054,000 8 1384 840 447 14,153,000 9 1368 861 278 14,575,000 TOTAL TREATED 55,642,000 CURRENT MONTH’S PUMPAGE IS 5,528,400 GALLONS LESS THAN LAST MONTH _ _4,796,000 GALLONS MORE THAN LAST YEAR DAILY AVERAGE PUMPED: _ 1,794,903 ___GALLONS DAILY MAXIMUM PUMPED: __ 2,379 GALLONS DAILY AVERAGE PER CAPITA USE: ___ 83.08 __ GALLONS WATER TREATMENT: CHLORINE: 1482 LBS. FED CALCULATED CONCENTRATION: ___3.45__ MG/L FLUORIDE: _ 0 LBS. FED MEASURED CONCENTRATION: _____0.76 __ MG/L POLYPHOSPHATE: 1231_ LBS. FED CALCULATED CONCENTRATION: ___1.00___ MG/L WATER QUALITY: BACTERIOLOGICAL SAMPLES ANALYZED BY ILLINOIS ENVIRONMENTAL PROTECTION AGENCY: __23 SATISFACTORY _____ UNSATISFACTORY (EXPLAIN) ___________________________________________________________________________________________ FLOURIDE: __ 8 __ SAMPLE(S) TAKEN CONCENTRATION: _ 0.76 MG/L MAINTENANCE: NUMBER OF METERS REPLACED: __1 NUMBER OF LEAKS OR BREAKS REPAIRED: __ 3___ MXU’S: __8 BATTERIES REPLACED: _ NEW CUSTOMERS: RESIDENTIAL: __25 COMMERCIAL: ____ 0_ _ INDUSTRIAL/GOVERNMENTAL: ___ ___ COMMENTS: United City of Yorkville WATER DEPARTMENT REPORT __ November 2020 _ MONTH / YEAR WELLS NO WELL DEPTH (FEET) PUMP DEPTH (FEET) WATER ABOVE PUMP (FEET) THIS MONTH’S PUMPAGE (GALLONS) 4 1386 664 281 13,017,000  7 1527 1125 430 7,936,200  8 1384 840 418 15,833,000  9 1368 861 200 11,734,000  TOTAL TREATED 48,520,200  CURRENT MONTH’S PUMPAGE IS 7,121,800 GALLONS LESS THAN LAST MONTH _ _4,287,100 GALLONS MORE THAN LAST YEAR DAILY AVERAGE PUMPED: _ 1,617,340 ___GALLONS DAILY MAXIMUM PUMPED: __ 2,188,000 GALLONS DAILY AVERAGE PER CAPITA USE: ___ 78.18 __ GALLONS WATER TREATMENT: CHLORINE: 1118 LBS. FED CALCULATED CONCENTRATION: ___2.86__ MG/L FLUORIDE: _ 0 LBS. FED MEASURED CONCENTRATION: _____0.82 __ MG/L POLYPHOSPHATE: 979 _ LBS. FED CALCULATED CONCENTRATION: ___.88___ MG/L WATER QUALITY: BACTERIOLOGICAL SAMPLES ANALYZED BY ILLINOIS ENVIRONMENTAL PROTECTION AGENCY: __23 SATISFACTORY _____ UNSATISFACTORY (EXPLAIN) ___________________________________________________________________________________________ FLOURIDE: __ 8 __ SAMPLE(S) TAKEN CONCENTRATION: _ 0.82 MG/L MAINTENANCE: NUMBER OF METERS REPLACED: __0 NUMBER OF LEAKS OR BREAKS REPAIRED: __ 3___ MXU’S: __15 BATTERIES REPLACED: _ NEW CUSTOMERS: RESIDENTIAL: __13 COMMERCIAL: ____ 0_ _ INDUSTRIAL/GOVERNMENTAL: ___ ___ COMMENTS: United City of Yorkville WATER DEPARTMENT REPORT __ December 2020 _ MONTH / YEAR WELLS NO WELL DEPTH (FEET) PUMP DEPTH (FEET) WATER ABOVE PUMP (FEET) THIS MONTH’S PUMPAGE (GALLONS) 4 1386 664 281 13,017,000  7 1527 1125 430 7,936,200  8 1384 840 449 15,833,000  9 1368 861 335 11,734,000  TOTAL TREATED 48,520,200  CURRENT MONTH’S PUMPAGE IS 929,200 GALLONS MORE THAN LAST MONTH _ _4,461,000 GALLONS MORE THAN LAST YEAR DAILY AVERAGE PUMPED: _ 1,595,142 ___GALLONS DAILY MAXIMUM PUMPED: __ 2,274,000 GALLONS DAILY AVERAGE PER CAPITA USE: ___ 73.65 __ GALLONS WATER TREATMENT: CHLORINE: 1152 LBS. FED CALCULATED CONCENTRATION: ___3.02__ MG/L FLUORIDE: _ 0 LBS. FED MEASURED CONCENTRATION: _____1.03 __ MG/L POLYPHOSPHATE: 1104 _ LBS. FED CALCULATED CONCENTRATION: ___1.01___ MG/L WATER QUALITY: BACTERIOLOGICAL SAMPLES ANALYZED BY ILLINOIS ENVIRONMENTAL PROTECTION AGENCY: __23 SATISFACTORY _____ UNSATISFACTORY (EXPLAIN) ___________________________________________________________________________________________ FLOURIDE: __ 8 __ SAMPLE(S) TAKEN CONCENTRATION: _ 1.03 MG/L MAINTENANCE: NUMBER OF METERS REPLACED: __3 NUMBER OF LEAKS OR BREAKS REPAIRED: __ 3___ MXU’S: __43 BATTERIES REPLACED: _ NEW CUSTOMERS: RESIDENTIAL: __22 COMMERCIAL: ____ 0_ _ INDUSTRIAL/GOVERNMENTAL: ___ ___ COMMENTS: United City of Yorkville WATER DEPARTMENT REPORT __ January 2021 _ MONTH / YEAR WELLS NO WELL DEPTH (FEET) PUMP DEPTH (FEET) WATER ABOVE PUMP (FEET) THIS MONTH’S PUMPAGE (GALLONS) 4 1386 664 281 16,443,000  7 1527 1125 430 8,056,200  8 1384 840 449 16,609,000  9 1368 861 220 8,981,000  TOTAL TREATED 50,089,200  CURRENT MONTH’S PUMPAGE IS 639,800 GALLONS MORE THAN LAST MONTH _ _4,023,200 GALLONS MORE THAN LAST YEAR DAILY AVERAGE PUMPED: _ 1,615,781 ___GALLONS DAILY MAXIMUM PUMPED: __ 2,198,000 GALLONS DAILY AVERAGE PER CAPITA USE: ___ 75.04 __ GALLONS WATER TREATMENT: CHLORINE: 1125 LBS. FED CALCULATED CONCENTRATION: ___2.9__ MG/L FLUORIDE: _ 0 LBS. FED MEASURED CONCENTRATION: _____0.84 __ MG/L POLYPHOSPHATE: 1143 _ LBS. FED CALCULATED CONCENTRATION: ___1.03___ MG/L WATER QUALITY: BACTERIOLOGICAL SAMPLES ANALYZED BY ILLINOIS ENVIRONMENTAL PROTECTION AGENCY: __23 SATISFACTORY _____ UNSATISFACTORY (EXPLAIN) ___________________________________________________________________________________________ FLOURIDE: __ 12 __ SAMPLE(S) TAKEN CONCENTRATION: _ 0.84 MG/L MAINTENANCE: NUMBER OF METERS REPLACED: __0 NUMBER OF LEAKS OR BREAKS REPAIRED: __ 1___ MXU’S: __15 BATTERIES REPLACED: _ NEW CUSTOMERS: RESIDENTIAL: __29 COMMERCIAL: ____ 0_ _ INDUSTRIAL/GOVERNMENTAL: ___ ___ COMMENTS: 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 Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number New Business #3 Tracking Number PW 2021-10 2021 Road to Better Roads Program Public Works Committee – March 16, 2021 Majority Consideration of Contract Award 2021 Roads to Better Roads – Recommendation to Award Brad Sanderson Engineering Name Department Bids were received, opened and tabulated for work to be done on the 2021 Roads to Better Roads Program at 10:00 a.m., February 19, 2021. Representatives of contractors bidding the project, the City, and our firm were in attendance. A tabulation of the bids and the engineer’s estimate is attached for your information and record. The low bid was below our engineer’s estimate and within the FY2022 budget. We recommend the acceptance of the bid and approval of award be made to the low bidder, D. Construction, Inc. 1488 S. Broadway St. Coal City, IL 60416, in the amount of $857,885.67. 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 Lisa Pickering, City Clerk Rob Fredrickson, Finance Director Carri Parker, Purchasing Manager Date: February 19, 2021 Subject: 2021 Roads to Better Roads Program Resolution No. 2021-___ Page 1 Resolution No. 2021-_____ A RESOLUTION OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS, AUTHORIZING ACCEPTANCE OF A BID FROM D. CONSTRUCTION INC. FOR THE 2021 ROAD TO BETTER ROADS PROGRAM IN THE AMOUNT NOT TO EXCEED $857,885.67. WHEREAS, the United City of Yorkville, Kendall County, Illinois (the “City”) is a duly organized and validly existing municipality of the State of Illinois pursuant to the 1970 Illinois Constitution and the Illinois Municipal Code, as from time to time amended (65 ILCS 5/65-1-1- 2, et seq.); and, WHEREAS, the City solicited bids for work to be done on the 2021 Roads to Better Roads Program in accordance with the competitive purchasing process as required by City Code and the Illinois Procurement Code (30 ILCS 500 et.seq.); and WHEREAS, based upon a review of the bids and a determination as to the qualifications of the bidders, it is recommended that the bid in the amount of $857,885.67 from the D. Construction, Inc., Coal City, Illinois, be accepted to perform the work for the 2021 Road to Better Roads Program for the City. 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 the bid submitted by D. Construction, Inc. is hereby accepted in an amount not to exceed $857,885.67 and the Mayor and City Clerk are hereby authorized and directed on behalf of the United City of Yorkville to execute a contract containing the terms of the request for bid submitted by D. Construction, Inc. and to undertake any and all actions as may be required to implement the terms of the contract. Resolution No. 2021-___ Page 2 Section 2. That this Resolution shall be in full force and effect from and after its passage and approval as provided by law. Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this ____ day of __________________, A.D. 2021. ______________________________ CITY CLERK KEN KOCH _________ DAN TRANSIER _________ JACKIE MILSCHEWSKI _________ ARDEN JOE PLOCHER _________ CHRIS FUNKHOUSER _________ JOEL FRIEDERS _________ SEAVER TARULIS _________ JASON PETERSON _________ APPROVED by me, as Mayor of the United City of Yorkville, Kendall County, Illinois this ____ day of __________________, A.D. 2021. ______________________________ MAYOR Attest: ______________________________ CITY CLERK BIDS RECD 2/19/2021ITEMUNIT UNIT UNIT UNITNO.DESCRIPTIONUNIT QUANTITY PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT1 SUPPLEMENTAL WATERING UNIT 11.00.01$ 0.11$ 0.01$ 0.11$ 0.01$ 0.11$ 100.00$ 1,100.00$ 2 BITUMINOUS MATERIALS (TACK COAT) POUND 24678.00.01$ 246.78$ 0.01$ 246.78$ 0.01$ 246.78$ 0.10$ 2,467.80$ 3 HOT-MIX ASPHALT SURFACE REMOVAL - BUTT JOINT SQ YD 945.010.00$ 9,450.00$ 5.00$ 4,725.00$ 15.00$ 14,175.00$ 15.00$ 14,175.00$ 4 HOT-MIX ASPHALT BINDER COURSE, IL- 9.5, N50 TON 3157.063.70$ 201,100.90$ 69.00$ 217,833.00$ 68.00$ 214,676.00$ 70.00$ 220,990.00$ 5 HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "D", N50 TON 3157.063.70$ 201,100.90$ 69.00$ 217,833.00$ 68.00$ 214,676.00$ 70.00$ 220,990.00$ 6 PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH SQ FT 5472.06.60$ 36,115.20$ 6.00$ 32,832.00$ 6.90$ 37,756.80$ 7.50$ 41,040.00$ 7 DETECTABLE WARNINGS SQ FT 394.033.00$ 13,002.00$ 30.00$ 11,820.00$ 25.00$ 9,850.00$ 30.00$ 11,820.00$ 8 SIDEWALK REMOVAL SQ FT 5474.01.38$ 7,554.12$ 2.00$ 10,948.00$ 1.20$ 6,568.80$ 1.50$ 8,211.00$ 9 HOT-MIX ASPHALT SURFACE REMOVAL, 3" SQ YD 12550.02.65$ 33,257.50$ 2.85$ 35,767.50$ 3.00$ 37,650.00$ 3.00$ 37,650.00$ 10 HOT-MIX ASPHALT SURFACE REMOVAL, VARIABLE DEPTH SQ YD 24000.02.35$ 56,400.00$ 2.55$ 61,200.00$ 3.00$ 72,000.00$ 2.00$ 48,000.00$ 11 CLASS D PATCHES, TYPE I, 3 INCH SQ YD 14.033.00$ 462.00$ 25.00$ 350.00$ 40.00$ 560.00$ 35.00$ 490.00$ 12 CLASS D PATCHES, TYPE II, 3 INCH SQ YD 77.032.00$ 2,464.00$ 24.00$ 1,848.00$ 26.00$ 2,002.00$ 33.00$ 2,541.00$ 13 CLASS D PATCHES, TYPE III, 3 INCH SQ YD 251.025.00$ 6,275.00$ 23.00$ 5,773.00$ 25.00$ 6,275.00$ 30.00$ 7,530.00$ 14 CLASS D PATCHES, TYPE IV, 3 INCH SQ YD 1476.022.00$ 32,472.00$ 22.50$ 33,210.00$ 19.00$ 28,044.00$ 28.00$ 41,328.00$ 15 CRACK ROUTING (PAVEMENT) FOOT 100000.00.02$ 2,000.00$ 0.01$ 1,000.00$ 0.02$ 2,000.00$ 0.01$ 1,000.00$ 16 CRACK FILLINGPOUND 33334.01.32$ 44,000.88$ 1.19$ 39,667.46$ 1.20$ 40,000.80$ 1.40$ 46,667.60$ 17 ROUTING AND SEALING CRACKS FOOT 16546.00.48$ 7,942.08$ 0.43$ 7,114.78$ 0.44$ 7,280.24$ 0.50$ 8,273.00$ 18 MANHOLES TO BE ADJUSTED EACH 22.0484.00$ 10,648.00$ 440.00$ 9,680.00$ 500.00$ 11,000.00$ 550.00$ 12,100.00$ 19 INLETS TO BE ADJUSTED EACH 25.0352.00$ 8,800.00$ 350.00$ 8,750.00$ 280.00$ 7,000.00$ 350.00$ 8,750.00$ 20 INLETS, TYPE A, TYPE 1 FRAME, OPEN LID EACH 1.02,500.00$ 2,500.00$ 400.00$ 400.00$ 3,500.00$ 3,500.00$ 1,750.00$ 1,750.00$ 21 INLETS TO BE ADJUSTED WITH NEW TYPE 1 FRAME, OPEN LID EACH 3.0880.00$ 2,640.00$ 800.00$ 2,400.00$ 850.00$ 2,550.00$ 650.00$ 1,950.00$ 22 VALVE BOXES TO BE ADJUSTED EACH 11.0275.00$ 3,025.00$ 275.00$ 3,025.00$ 350.00$ 3,850.00$ 400.00$ 4,400.00$ BID TABULATION 2021 YORKVILLE ROAD PROGRAMUNITED CITY OF YORKVILLEBID TABULATIONHillside, IL 60162 Sugar Grove, IL 60554Aurora, IL 60507 Coal City, IL 604161488 S. BroadwayGENEVA CONSTRUCTION CO. ENGINEER'S ESTIMATE52 Wheeler RoadD. CONSTRUCTION, INC.P.O. Box 998BUILDERS PAVING LLC4413 Roosevelt Road, Suite 108ENGINEERING ENTERPRISES, INC.52 WHEELER ROAD, SUGAR GROVE, ILLINOIS BIDS RECD 2/19/2021ITEMUNIT UNIT UNIT UNITNO.DESCRIPTIONUNIT QUANTITY PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNTBID TABULATION 2021 YORKVILLE ROAD PROGRAMUNITED CITY OF YORKVILLEBID TABULATIONHillside, IL 60162 Sugar Grove, IL 60554Aurora, IL 60507 Coal City, IL 604161488 S. BroadwayGENEVA CONSTRUCTION CO. ENGINEER'S ESTIMATE52 Wheeler RoadD. CONSTRUCTION, INC.P.O. Box 998BUILDERS PAVING LLC4413 Roosevelt Road, Suite 10823 SANITARY MANHOLES TO BE ADJUSTED EACH 19.0577.50$ 10,972.50$ 525.00$ 9,975.00$ 1,000.00$ 19,000.00$ 900.00$ 17,100.00$ 24 SANITARY MANHOLES TO BE ADJUSTED WITH NEW TYPE 1 FRAME, CLOSED LIDEACH 10.0924.00$ 9,240.00$ 840.00$ 8,400.00$ 1,350.00$ 13,500.00$ 1,250.00$ 12,500.00$ 25 THERMOPLASTIC PAVEMENT MARKING - LETTERS AND SYMBOLS SQ FT 71.011.00$ 781.00$ 5.20$ 369.20$ 5.20$ 369.20$ 5.00$ 355.00$ 26 THERMOPLASTIC PAVEMENT MARKING - LINE 4" FOOT 3849.00.70$ 2,694.30$ 1.20$ 4,618.80$ 1.20$ 4,618.80$ 0.70$ 2,694.30$ 27 THERMOPLASTIC PAVEMENT MARKING - LINE 6" FOOT 385.01.90$ 731.50$ 1.50$ 577.50$ 1.50$ 577.50$ 1.80$ 693.00$ 28 THERMOPLASTIC PAVEMENT MARKING - LINE 8" FOOT 142.02.40$ 340.80$ 2.00$ 284.00$ 2.00$ 284.00$ 2.25$ 319.50$ 29 THERMOPLASTIC PAVEMENT MARKING - LINE 12" FOOT 90.03.30$ 297.00$ 2.60$ 234.00$ 2.60$ 234.00$ 2.50$ 225.00$ 30 THERMOPLASTIC PAVEMENT MARKING - LINE 24" FOOT 67.011.00$ 737.00$ 5.20$ 348.40$ 5.20$ 348.40$ 8.00$ 536.00$ 31 POLYUREA PAVEMENT MARKING TYPE I - LETTERS AND SYMBOLS SQ FT 540.05.70$ 3,078.00$ 5.00$ 2,700.00$ 5.00$ 2,700.00$ 6.00$ 3,240.00$ 32 POLYUREA PAVEMENT MARKING TYPE I - LINE 4" FOOT 7710.00.86$ 6,630.60$ 0.78$ 6,013.80$ 0.78$ 6,013.80$ 1.20$ 9,252.00$ 33 POLYUREA PAVEMENT MARKING TYPE I - LINE 6" FOOT 5490.01.32$ 7,246.80$ 1.20$ 6,588.00$ 1.20$ 6,588.00$ 1.50$ 8,235.00$ 34 POLYUREA PAVEMENT MARKING TYPE I - LINE 8" FOOT 360.01.43$ 514.80$ 1.65$ 594.00$ 1.65$ 594.00$ 2.50$ 900.00$ 35 POLYUREA PAVEMENT MARKING TYPE I - LINE 12" FOOT 530.02.40$ 1,272.00$ 2.50$ 1,325.00$ 2.50$ 1,325.00$ 4.00$ 2,120.00$ 36 POLYUREA PAVEMENT MARKING TYPE I - LINE 24" FOOT 230.05.70$ 1,311.00$ 5.00$ 1,150.00$ 5.00$ 1,150.00$ 8.00$ 1,840.00$ 37 SODDING, SPECIAL SQ YD 1223.015.00$ 18,345.00$ 13.65$ 16,693.95$ 13.05$ 15,960.15$ 20.00$ 24,460.00$ 38 PORTLAND CEMENT CONCRETE DRIVEWAY REMOVAL AND REPLACEMENT SQ YD 171.066.00$ 11,286.00$ 65.00$ 11,115.00$ 85.00$ 14,535.00$ 65.00$ 11,115.00$ 39 HOT-MIX ASPHALT DRIVEWAY REMOVAL AND REPLACEMENT SQ YD 76.052.00$ 3,952.00$ 38.50$ 2,926.00$ 42.00$ 3,192.00$ 45.00$ 3,420.00$ 40 COMBINATION CONCRETE CURB AND GUTTER REMOVAL AND REPLACEMENT FOOT 2931.031.90$ 93,498.90$ 31.00$ 90,861.00$ 37.00$ 108,447.00$ 35.00$ 102,585.00$ 41 RAILROAD PROTECTIVE LIABILITY INSURANCE L SUM 1.03,500.00$ 3,500.00$ 1,690.72$ 1,690.72$ 8,000.00$ 8,000.00$ 3,500.00$ 3,500.00$ TOTAL BID857,885.67 872,888.00 929,098.38 948,313.20% BELOW/ABOVE ENGINEER'S ESTIMATE -9.54% -7.95% -2.03%ENGINEERING ENTERPRISES, INC.52 WHEELER ROAD, SUGAR GROVE, ILLINOIS ()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()- ()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-( ) -()-( 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KendallCircleMidightPlWalnut St HideawayLn E m erald Ln AcornLnWRo yalOak s Dr S w itc h g r assLnSumacDrPrairiePointeDr KateD rMcMurtrieWayLilac W ay MarketviewDrWVeteransPkwy Elm St Pr ai r i eRoseLnF a i r havenDrD e erp ath D r BristolRidgeRd Georgeanna St WLexingtonCir W K e n d a l l D r iv e Leisure St E Countryside Pkwy Wi l dIndigoLnTitus Dr PraireGrass LnGrace Dr E Lexingto n CirTeriLnE Veterans PkwyWalshEngineering Enterprises, Inc.52 Wheeler RoadSugar Grove, Illinois 60554(630) 466-6700 ROAD PROGRAMLOCATION MAP NORTH www.eeiweb.com DATE: PROJECT NO.: FILE: PATH: BY: JANUARY 2021 YO2025 YO2025_Crack Seal Priority Exhibit.MXD H:\GIS\PUBLIC\YORKVILLE\2020\ MJT United City of Yorkville800 Game Farm RoadYorkville, IL 60560630-553-4350 ³ 3,000 01,500 Feet Priority 1 Priority 1 Legend Striping Crack Seal Paving ()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()- 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LnPr a i rie C ro ssin g Dr Illini DrSpruceCt Winterthur GrnRai nt r ee RdDydynaCtSunnyDellCtT o masik CtFawnRidgeCtOlsen St E RidgeSt Walter St Deer StC lo v e r C tS Bridge StCoralberryCtWolf St Wa l n u t Dr B e a v e r S t HartfieldAveV a n E m m o n R d W ythe Pl Murfield Ct B ra e m oreLn E Orange St RiverBirchDr Bonnie LnKentshi r e DrWoodlandDrC o lumbineDrAster DrClaremontCt A sh w o r t h LnNorwayCirBadger StMuirf i e l d DrWood Sage AveS a r a v a n os D r C onservation D rImmanuel RdWest onAveWarblerLnWi n g Rd Illin o is R o u te #7 1 IdentaRd S t a g e c o a c h T rlEl i z a be th S t S u t t o n S t Colo n i a lPkwy EBarberryCirGardenCirW Barberry Ci rWoodenBridgeDrMaple LnNawakwa LnS ta g e c o a c h T ra ilWalshEngineering Enterprises, Inc.52 Wheeler RoadSugar Grove, Illinois 60554(630) 466-6700 ROAD PROGRAMLOCATION MAP SOUTH www.eeiweb.com DATE: PROJECT NO.: FILE: PATH: BY: JANUARY 2021 YO2025 YO2025_Crack Seal Priority Exhibit.MXD H:\GIS\PUBLIC\YORKVILLE\2020\ MJT United City of Yorkville800 Game Farm RoadYorkville, IL 60560630-553-4350 ³ 3,000 01,500 Feet Priority 2 Priority 3 Legend Striping Crack Seal Paving 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 Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number New Business #4 Tracking Number PW 2021-11 2021 Road to Better Roads Program – Construction Engineering Agreement Public Works Committee – March 16, 2021 Majority Approval Bart Olson Administration Name Department Summary Approval of a construction engineering agreement with EEI for the 2021 Road to Better Roads (RTBR) program. Background This item was last discussed by the City Council in November 2020, when the City Council approved the design engineering contract for the 2021 RTBR program. Since that meeting, the roadway resurfacing specs have been finalized, the work has been bid out, and the contract award is ready to be approved by City Council. Accordingly, EEI has submitted an engineering agreement for our consideration for construction engineering. The attached contract contains a $66,291 cost estimate based on the hourly rate allocations in attachment C. These amounts are included in the FY 22 budget. Construction is expected to occur in Summer 2022. Recommendation Staff recommends approval of the construction engineering agreement with EEI for the 2021 Road to Better Roads program. Memorandum To: City Council From: Bart Olson, City Administrator CC: Date: March 11, 2020 Subject: Road to Better Roads Construction Engineering Agreement 2021 Roads to Better Roads Program United City of Yorkville Professional Services Agreement - Construction Engineering THIS AGREEMENT, by and between the United City of Yorkville, hereinafter referred to as the "City" or “OWNER” and Engineering Enterprises, Inc. hereinafter referred to as the "Contractor" or “ENGINEER” agrees as follows: A. Services: ENGINEER agrees to furnish to the City the following services: The ENGINEER shall provide any and all necessary engineering services to the City as indicated on the included Attachment B. Construction Engineering for all roadways indicated on Attachments E & F will be provided. Engineering will be in accordance with all City and Illinois Department of Transportation requirements. B. Term: Services will be provided beginning on the date of execution of this agreement and continuing, until terminated by either party upon 7 days written notice to the non- terminating party or upon completion of the Services. Upon termination the ENGINEER shall be compensated for all work performed for the City prior to termination. C. Compensation and maximum amounts due to ENGINEER: ENGINEER shall receive as compensation for all work and services to be performed herein, an amount based on the Estimate of Level of Effort and Associated Cost included in Attachment C. Construction Engineering will be paid for as a Hourly Rate in the amount of $66,261. The hourly rates for this project are shown in the attached 2021 Standard Schedule of Charges (Attachment G). All payments will be made according to the Illinois State Prompt Payment Act and not less than once every thirty days. D. Changes in Rates of Compensation: In the event that this contract is designated in Section B hereof as an Ongoing Contract, ENGINEER, on or before February 1st of any given year, shall provide written notice of any change in the rates specified in Section C hereof (or on any attachments hereto) and said changes shall only be effective on and after May 1st of that same year. E. Ownership of Records and Documents: ENGINEER agrees that all books and records and other recorded information developed specifically in connection with this agreement shall remain the property of the City. ENGINEER agrees to keep such information confidential and not to disclose or disseminate the information to third parties without the consent of the City. This 2021 Roads to Better Roads Program United City of Yorkville Professional Services Agreement Construction Engineering confidentiality shall not apply to material or information, which would otherwise be subject to public disclosure through the freedom of information act or if already previously disclosed by a third party. Upon termination of this agreement, ENGINEER agrees to return all such materials to the City. The City agrees not to modify any original documents produced by ENGINEER without contractors consent. Modifications of any signed duplicate original document not authorized by ENGINEER will be at OWNER’s sole risk and without legal liability to the ENGINEER. Use of any incomplete, unsigned document will, likewise, be at the OWNER’s sole risk and without legal liability to the ENGINEER. F. Governing Law: This contract shall be governed and construed in accordance with the laws of the State of Illinois. Venue shall be in Kendall County, Illinois. G. Independent Contractor: ENGINEER shall have sole control over the manner and means of providing the work and services performed under this agreement. The City’s relationship to the ENGINEER under this agreement shall be that of an independent contractor. ENGINEER will not be considered an employee to the City for any purpose. H. Certifications: Employment Status: The Contractor certifies that if any of its personnel are an employee of the State of Illinois, they have permission from their employer to perform the service. Anti-Bribery : The Contractor certifies it is not barred under 30 Illinois Compiled Statutes 500/50-5(a) - (d) from contracting as a result of a conviction for or admission of bribery or attempted bribery of an officer or employee of the State of Illinois or any other state. Loan Default: If the Contractor is an individual, the Contractor certifies that he/she is not in default for a period of six months or more in an amount of $600 or more on the repayment of any educational loan guaranteed by the Illinois State Scholarship Commission made by an Illinois institution of higher education or any other loan made from public funds for the purpose of financing higher education (5 ILCS 385/3). Felony Certification: The Contractor certifies that it is not barred pursuant to 30 Illinois Compiled Statutes 500/50-10 from conducting business with the State of Illinois or any agency as a result of being convicted of a felony. Barred from Contracting : The Contractor certifies that it has not been barred from contracting as a result of a conviction for bid-rigging or bid rotating under 720 Illinois Compiled Statutes 5/33E or similar law of another state. 2021 Roads to Better Roads Program United City of Yorkville Professional Services Agreement Construction Engineering Drug Free Workplace: The Contractor certifies that it is in compliance with the Drug Free Workplace Act (30 Illinois Compiled Statutes 580) as of the effective date of this contract. The Drug Free Workplace Act requires, in part, that Contractors, with 25 or more employees certify and agree to take steps to ensure a drug free workplace by informing employees of the dangers of drug abuse, of the availability of any treatment or assistance program, of prohibited activities and of sanctions that will be imposed for violations; and that individuals with contracts certify that they will not engage in the manufacture, distribution, dispensation, possession, or use of a controlled substance in the performance of the contract. Non-Discrimination, Certification, and Equal Employment Opportunity : The Contractor agrees to comply with applicable provisions of the Illinois Human Rights Act (775 Illinois Compiled Statutes 5), the U.S. Civil Rights Act, the Americans with Disabilities Act, Section 504 of the U.S. Rehabilitation Act and the rules applicable to each. The equal opportunity clause of Section 750.10 of the Illinois Department of Human Rights Rules is specifically incorporated herein. The Contractor shall comply with Executive Order 11246, entitled Equal Employment Opportunity, as amended by Executive Order 11375, and as supplemented by U.S. Department of Labor regulations (41 C.F.R. Chapter 60). The Contractor agrees to incorporate this clause into all subcontracts under this Contract. International Boycott: The Contractor certifies that neither it nor any substantially owned affiliated company is participating or shall participate in an international boycott in violation of the provisions of the U.S. Export Administration Act of 1979 or the regulations of the U.S. Department of Commerce promulgated under that Act (30 ILCS 582). Record Retention and Audits: If 30 Illinois Compiled Statutes 500/20-65 requires the Contractor (and any subcontractors) to maintain, for a period of 3 years after the later of the date of completion of this Contract or the date of final payment under the Contract, all books and records relating to the performance of the Contract and necessary to support amounts charged to the City under the Contract. The Contract and all books and records related to the Contract shall be available for review and audit by the City and the Illinois Auditor General. If this Contract is funded from contract/grant funds provided by the U.S. Government, the Contract, books, and records shall be available for review and audit by the Comptroller General of the U.S. and/or the Inspector General of the federal sponsoring agency. The Contractor agrees to cooperate fully with any audit and to provide full access to all relevant materials. United States Resident Certification: (This certification must be included in all contracts involving personal services by non-resident aliens and foreign entities in accordance with requirements imposed by the Internal Revenue Services for withholding and reporting federal income taxes.) The Contractor certifies that he/she is a: x United States Citizen ___ Resident Alien ___ Non-Resident Alien The Internal Revenue Service requires that 2021 Roads to Better Roads Program United City of Yorkville Professional Services Agreement Construction Engineering taxes be withheld on payments made to non resident aliens for the performance of personal services at the rate of 30%. Tax Payer Certification : Under penalties of perjury, the Contractor certifies that its Federal Tax Payer Identification Number or Social Security Number is (provided separately) and is doing business as a (check one): ___ Individual ___ Real Estate Agent ___ Sole Proprietorship ___ Government Entity ___ Partnership ___ Tax Exempt Organization (IRC 501(a) only) x Corporation ___ Not for Profit Corporation ___ Trust or Estate ___ Medical and Health Care Services Provider Corp. I. Indemnification: ENGINEER shall indemnify and hold harmless the City and City’s agents, servants, and employees against all loss, damage, and expense which it may sustain or for which it will become liable on account of injury to or death of persons, or on account of damage to or destruction of property resulting from the performance of work under this agreement by ENGINEER or its Subcontractors, or due to or arising in any manner from the wrongful act or negligence of ENGINEER or its Subcontractors of any employee of any of them. In the event that the either party shall bring any suit, cause of action or counterclaim against the other party, the non-prevailing party shall pay to the prevailing party the cost and expenses incurred to answer and/or defend such action, including reasonable attorney fees and court costs. In no event shall the either party indemnify any other party for the consequences of that party’s negligence, including failure to follow the ENGINEER’s recommendations. J. Insurance: The ENGINEER agrees that it has either attached a copy of all required insurance certificates or that said insurance is not required due to the nature and extent of the types of services rendered hereunder. (Not applicable as having been previously supplied) K. Additional Terms or Modification: The terms of this agreement shall be further modified as provided on the attachments. Except for those terms included on the attachments, no additional terms are included as a part of this agreement. All prior understandings and agreements between the parties are merged into this agreement, and this agreement may not be modified orally or in any manner other than by an agreement in writing signed by both parties. In the event that any provisions of this agreement shall be held to be invalid or unenforceable, the remaining provisions shall be valid and binding on the parties. The list of attachments are as follows: Attachment A: Standard Terms and Conditions Attachment B: Scope of Services Attachment C: Estimate of Level of Effort and Associated Cost 2021 Roads to Better Roads Program United City of Yorkville Professional Services Agreement Construction Engineering Attachment D: Anticipated Project Schedule Attachment E: Location Map North Attachment F: Location Map South Attachment G: 2021 Standard Schedule of Charges L. Notices: All notices required to be given under the terms of this agreement shall be given mail, addressed to the parties as follows: For the City: For the ENGINEER: City Administrator and City Clerk Engineering Enterprises, Inc. United City of Yorkville 52 Wheeler Road 800 Game Farm Road Sugar Grove Illinois 60554 Yorkville, IL 60560 Either of the parties may designate in writing from time to time substitute addresses or persons in connection with required notices. Agreed to this _____day of __________________, 2021. United City of Yorkville: Engineering Enterprises, Inc.: _________________________________ ________________________________ John Purcell Brad Sanderson, P.E. Mayor Chief Operating Officer / President _________________________________ ________________________________ Lisa Pickering Joseph W. Cwynar, P.E. City Clerk Senior Project Manager ATTACHMENT A STANDARD TERMS AND CONDITIONS Agreement: These Standard Terms and Conditions, together with the Professional Services Agreement, constitute the entire integrated agreement between the OWNER and Engineering Enterprises, Inc. (EEI) (hereinafter “Agreement”), and take precedence over any other provisions between the Parties. These terms may be amended, but only if both parties consent in writing. Standard of Care: In providing services under this Agreement, the ENGINEER will endeavor to perform in a matter consistent with that degree of care and skill ordinarily exercised by members of the same profession currently practicing under same circumstances in the same locality. ENGINEER makes no other warranties, express or implied, written or oral under this Agreement or otherwise, in connection with ENGINEER’S service. Construction Engineering and Inspection: The ENGINEER shall not supervise, direct, control, or have authority over any contractor work, nor have authority over or be responsible for the means, methods, techniques sequences, or procedures of construction selected or used by any contractor, or the safety precautions and programs incident thereto, for security or safety of the site, nor for any failure of a contractor to comply with laws and regulations applicable to such contractor’s furnishing and performing of its work. The ENGINEER neither guarantees the performance of any contractor nor assumes responsibility for contractor’s failure to furnish and perform the work in accordance with the contract documents. The ENGINEER is not responsible for the acts or omissions of any contractor, subcontractor, or supplies, or any of their agents or employees or any other person at the site or otherwise furnishing or performing any work. Shop drawing and submittal review by the ENGINEER shall apply to only the items in the submissions and only for the purpose of assessing if upon installation or incorporation in the project work they are generally consistent with the construction documents. OWNER agrees that the contractor is solely responsible for the submissions and for compliance with the construction documents. OWNER further agrees that the ENGINEER’S review and action in relation to these submissions shall not constitute the provision of means, methods, techniques, sequencing or procedures of construction or extend or safety programs or precautions. The ENGINEER’S consideration of a component does not constitute acceptance of the assembled items. The ENGINEER’S site observation during construction shall be at the times agreed upon in the Project Scope. Through standard, reasonable means the ENGINEER will become generally familiar with observable completed work. If the ENGINEER observes completed work that is inconsistent with the construction documents, that information shall be communicated to the contractor and OWNER for them to address. Opinion of Probable Construction Costs: ENGINEER’S opinion of probable construction costs represents ENGINEER’S best and reasonable judgment as a professional engineer. OWNER acknowledges that ENGINEER has no control over construction costs of contractor’s methods of determining pricing, or over competitive bidding by contractors, or of market conditions or changes thereto. ENGINEER cannot and does not guarantee that proposals, bids or actual construction costs will not vary from ENGINEER’S opinion of probable construction costs. Copies of Documents & Electronic Compatibility: Copies of Documents that may be relied upon by OWNER are limited to the printed copies (also known as hard copies) that are signed or sealed by the ENGINEER. Files in electronic media format of text, data, graphics, or of other types that are furnished by ENGINEER to OWNER are only for convenience of OWNER. Any conclusion or information obtained or derived from such electronic files will be at the user's sole risk. When transferring documents in electronic media format, ENGINEER makes no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by ENGINEER at the beginning of the project. Changed Conditions: If, during the term of this Agreement, circumstances or conditions that were not originally contemplated by or known to the ENGINEER are revealed, to the extent that they affect the scope of services, compensation, schedule, allocation of risks, or other material terms of this Agreement, the ENGINEER may call for renegotiation of appropriate portions of this Agreement. The ENGINEER shall notify the OWNER of the changed conditions necessitating renegotiation, and the ENGINEER and the OWNER shall promptly and in good faith enter into renegotiation of this Agreement to address the changed conditions. If terms cannot be agreed to, the parties agree that either party has the absolute right to terminate this Agreement, in accordance with the termination provision hereof. Hazardous Conditions: OWNER represents to ENGINEER that to the best of its knowledge no Hazardous Conditions (environmental or otherwise) exist on the project site. If a Hazardous Condition is encountered or alleged, ENGINEER shall have the obligation to notify OWNER and, to the extent of applicable Laws and Regulations, appropriate governmental officials. It is acknowledged by both parties that ENGINEER's scope of services does not include any services related to a Hazardous Condition. In the event ENGINEER or any other party encounters a Hazardous Condition, ENGINEER may, at its option and without liability for consequential or any other damages, suspend performance of services on the portion of the project affected thereby until OWNER: (i) retains appropriate specialist consultant(s) or contractor(s) to identify and, as appropriate, abate, remediate, or remove the Hazardous Condition; and (ii) warrants that the project site is in full compliance with applicable Laws and Regulations. Consequential Damages: Notwithstanding any other provision of this Agreement, and to the fullest extent permitted by law, neither the OWNER nor the ENGINEER, their respective officers, directors, partners, employees, contractors, or subcontractors shall be liable to the other or shall make any claim for any incidental, indirect, or consequential damages arising out of or connected in any way to the Project or to this Agreement. This mutual waiver of consequential damages shall include, but is not limited to, loss of use, loss of profit, loss of business, loss of income, loss of reputation, or any other consequential damages that either party may have incurred from any cause of action including negligence, strict liability, breach of contract, and breach of strict or implied warranty. Both the OWNER and the ENGINEER shall require similar waivers of consequential damages protecting all the entities or persons named herein in all contracts and subcontracts with others involved in this project. Termination: This Agreement may be terminated for convenience, without cause, upon fourteen (14) days written notice of either party. In the event of termination, the ENGINEER shall prepare a final invoice and be due compensation as set forth in the Professional Services Agreement for all costs incurred through the date of termination. Either party may terminate this Agreement for cause upon giving the other party not less than seven (7) calendar days’ written notice for the following reasons: (a) Substantial failure by the other party to comply with or perform in accordance with the terms of the Agreement and through no fault of the terminating party; (b) Assignment of the Agreement or transfer of the project without the prior written consent of the other party; (c) Suspension of the project or the ENGINEER’S services by the OWNER for a period of greater than ninety (90) calendar days, consecutive or in the aggregate. (d) Material changes in the conditions under which this Agreement was entered into, the scope of services or the nature of the project, and the failure of the parties to reach agreement on the compensation and schedule adjustments necessitated by such changes. Payment of Invoices: Invoices are due and payable within 30 days of receipt unless otherwise agreed to in writing. Third Party Beneficiaries: Nothing contained in this Agreement shall create a contractual relationship with or a cause of action in favor of a third party against either the OWNER or the ENGINEER. The ENGINEER’S services under this Agreement are being performed solely and exclusively for the OWNER’S benefit, and no other party or entity shall have any claim against the ENGINEER because of this Agreement or the performance or nonperformance of services hereunder. The OWNER and ENGINEER agree to require a similar provision in all contracts with contractors, subcontractors, vendors and other entities involved in this Project to carry out the intent of this provision. Force Majeure: Each Party shall be excused from the performance of its obligations under this Agreement to the extent that such performance is prevented by force majeure (defined below) and the nonperforming party promptly provides notice of such prevention to the other party. Such excuse shall be continued so long as the condition constituting force majeure continues. The party affected by such force majeure also shall notify the other party of the anticipated duration of such force majeure, any actions being taken to avoid or minimize its effect after such occurrence, and shall take reasonable efforts to remove the condition constituting such force majeure. For purposes of this Agreement, “force majeure” shall include conditions beyond the control of the parties, including an act of God, acts of terrorism, voluntary or involuntary compliance with any regulation, law or order of any government, war, acts of war (whether war be declared or not), labor strike or lock-out, civil commotion, epidemic, failure or default of public utilities or common carriers, destruction of production facilities or materials by fire, earthquake, storm or like catastrophe. The payment of invoices due and owing hereunder shall in no event be delayed by the payer because of a force majeure affecting the payer. Additional Terms or Modification: All prior understandings and agreements between the parties are merged into this Agreement, and this Agreement may not be modified orally or in any manner other than by an Agreement in writing signed by both parties. In the event that any provisions of this Agreement shall be held to be invalid or unenforceable, the remaining provisions shall be valid and binding on the parties. Assignment: Neither party to this Agreement shall transfer or assign any rights or duties under or interest in this Agreement without the prior written consent of the other party. Subcontracting normally contemplated by the ENGINEER shall not be considered an assignment for purposes of this Agreement. Waiver: A party’s waiver of, or the failure or delay in enforcing any provision of this Agreement shall not constitute a waiver of the provision, nor shall it affect the enforceability of that provision or of the remainder of this Agreement. Attorney’s Fees: In the event of any action or proceeding brought by either party against the other under this Agreement, the prevailing party shall be entitled to recover from the other all costs and expenses including without limitation the reasonable fees of its attorneys in such action or proceeding, including costs of appeal, if any, in such amount as the Court may adjudge reasonable. Headings: The headings used in this Agreement are inserted only as a matter of convenience only, and in no way define, limit, enlarge, modify, explain or define the text thereof nor affect the construction or interpretation of this Agreement. 2021 Roads to Better Roads Program United City of Yorkville Professional Services Agreement - Construction Engineering Attachment B – Scope of Services Construction Engineering: • Attend the Pre-Construction Conference with the Contractor • Provide resident engineering for on-site observation • Daily documentation of work tasks and calculation of installed pay items • Monitor adherence to specifications • Gather material inspection and coordinate any required testing on behalf of the City • Provide guidance to the contractor when questions arise during construction • Prepare/verify payment estimates • Gather certified payrolls and waivers of lien • Provide information to residents as required • Perform punch list inspections, provide follow up inspections and recommend acceptance when appropriate • Communicate activities with City weekly, or as required based on onsite activities • Prepare necessary IDOT closeout paperwork o BLR13231 – Engineer’s Final Payment Estimate o BLR13210 – Request for Approval of Change in Plans ATTACHMENT C - ESTIMATE OF LEVEL OF EFFORT AND ASSOCIATED COSTPROFESSIONAL ENGINEERING SERVICES 2021 ROADS TO BETTER ROADS PROGRAMUnited City of YorkvilleENTITY:ADMIN. WORKPRINCIPAL SENIOR SENIOR SENIOR SENIOR ITEM COSTWORKIN PROJECT PROJECT PROJECT PROJECT PROJECT PROJECT CAD PROJECT HOUR PERITEMCHARGE MANAGER ENGINEER ENGINEER MANAGER MANAGER TECHNICIAN MANAGER TECHNICIAN ADMIN. SUMM. ITEMNO. WORK ITEM HOURLY RATE: $217 $206 $162 $147 $206 $185 $158 $158 $147 $70CONSTRUCTION ENGINEERING3.1 Contract Administration2 3 40 - 45 7,532$ 3.2 Construction Layout40 - 40 6,480$ 3.3 Observation and Documentation1 2 280 - 283 45,989$ Construction Engineering Subtotal: 3 5 360 - - - - - - - 368 60,001$ PROJECT TOTAL: 3 5 360 - - - - - - - 368 60,001 Printing = -$ 60,001$ Mileage 1,260$ -$ Geotechnical (Rubino) =-$ Material Testing (Rubino) = 5,000$ -$ 60,001$ DIRECT EXPENSES = 6,260$ 66,261$ G:\Public\Yorkville\2020\YO2025-P 2021 Road Program\PSA\Construction PSA\[4 - Attachment C - Fee Estimate.xlsx]Fee Summary - construction onlyTOTAL EXPENSES = ENGINEERING SURVEYING DRAFTINGPROJECT ROLE:DIRECT EXPENSESLABOR SUMMARYEngineering Expenses = Surveying Expenses = Drafting Expenses = Administrative Expenses = TOTAL LABOR EXPENSES = WORKYear:ITEM Month:NO. WORK ITEM Week Starting:123412341234123412341234123412341234CONSTRUCTION ENGINEERING3.1 Contract Administration3.2 Constructing Layout3.3 Observation and DocumentationG:\Public\Yorkville\2020\YO2025-P 2021 Road Program\PSA\Construction PSA\[5 - Attachment D - Schedule.xls]ConstructionSche LegendProject Management & QC/QA PreliminaryMeeting(s) Design Work ItemBidding and Contracting ConstructionAprilATTACHMENT D:ANTICIPATED PROJECT SCHEDULE2021 ROADS TO BETTER ROADS PROGRAMUNITED CITY OF YORKVILLE2021May June July August SeptemberJanuary February March ()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()- ()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-( ) -()-( )-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-( )- ( 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)-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()- ( )- ()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()- ()-()-()-()-()-()-()-( ) -()-( ) -()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()- ( ) - ( ) -()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-( ) - ()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-( )- ()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()- ( ) -()-()-()-()-()-()-()-()-()-()-()-McHugh RdW Somonauk StGame Farm RdTimberView LnCrossStDoverCt SDicksonCtPlumStWackerDrCoralDrF a x o n R d Anderson C t Wells StPra i r i e Clo v e r D r King StWh e a t l a n d C t Haley Ct HeartlandDrEssex CtTausCirChurchStOver lookCt NewburyCtHeritage Dr Strawberry Ln C e n t e r P k w yCatalpa TrlCheshire Ct MartinAve OakwoodStB l a c k b e r r y C t Cobalt DrMadden CtBazanRdLandmark Ave P r a i r i e M e a d o w s D rTwinleafTrl Riverside Rd AutumnCreek Blvd Powers CtCannonball Trl Still w a t e r Ct Yorkv i l l e R d E Kend a l l D r Colton StBl u e j a y D r OakLnPleasure Dr Omaha DrFreemontStB l u e s te m D rHayd e n DrDoverCt N MarieAveSunsetAveAppletree Ct E l denDrVictoriaAve ConoverLn PrairieLnW Spring St E Main St W Center St Sienna DrSlateDrW MainSt SlateCtE CenterStBristol AveClearwaterDr LibertyStConcord CtTowerLnCrimsonLnBoomer LnKennedy RdNaden Ct VioletCtE BlackberryLnMulhern Ct F a r m s t e a d D r Orchid StSanders CtE Spring St MistwoodCtMenard Dr Carpenter St WestStCentralDr A n d reaC tMarket placeDrPat r i c i aLn BehrensSt E Park StAmandaLn DakotaDrQuinseyRdE Somonauk St Arrowhead D r Redwood Dr Conef lowe r C t S ageCtRuby DrW KendallDr Tuma R d Bruell StA u burnDrBirchwoodDrC h r i s t y L n WoodworthStDaltonAveW C o u n t r y si d e Pkwy N ParkDrLakevie w Dr Hillcrest Ave S Park DrN Bridge StE K e n d a ll D ri v e Lav e nderWayLillia n L n Jackson St HomesteadDr Sw a n s o n L n KendallCircleMidightPlWalnut St Hidea w a y Ln E m e r a l d L n AcornLnWRo yalOak s Dr S w itc h g r assLnSumacDrPrairiePointeDr KateD rMcMurtrieWayLi l a c W a y MarketviewDrWVeteransPkwy Elm St Pr ai r i eRoseLnF a i r havenDrD e e r p a t h D r BristolRidgeRd Georgeanna St WLexingtonCir W K e n d a l l D r iv e Leisure St E Countryside Pkwy Wi l dIndigoLnTitus Dr PraireGrass LnGr a c e D r E Lexingto n CirTeriLnE Veterans PkwyWalshEngineering Enterprises, Inc.52 Wheeler RoadSugar Grove, Illinois 60554(630) 466-6700 ATTACHEMENT E -ROAD PROGRAM LOCATION MAP NORTHwww.eeiweb.com DATE: PROJECT NO.: FILE: PATH: BY: JANUARY 2021 YO2025 YO2025_Crack Seal Priority Exhibit.MXD H:\GIS\PUBLIC\YORKVILLE\2020\ MJT United City of Yorkville800 Game Farm RoadYorkville, IL 60560630-553-4350 ³ 3,000 01,500 Feet Priority 1 Priority 1 Legend Striping Crack Seal Paving ()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()- 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Banbury Ave C a u l f i e l d Pt Fairf i e l d A v eBenjaminSt Wilton CtFairfaxWayMorgan StGarden St Ki n g s m i l l C t WalshCir Fir Ct Vil l a g eVi ew D r FitzhughTurnSch o o l h o u s e R d CandleberryLnSpicebush Ct Madison CtRodak StBell StHawthorneCt AdamsStJefferson StCorne r st oneD r WhiteOakWay W MadisonSt W HydraulicAve TommyHug hes W a y W Ridge St FountainviewDr Bato rS t G r e e n B r i a r Rd Columbine CtCoach RdBuhrmaster Ct Phelps CtCandle b e r r yCt BruellStBlaine St E Fox St Hearthstone AveW indettRidgeR d MeadowRose Ln E HydraulicAve Legion Rd CrookedCreek DrRo n h illRd E Van Emmon St WaverlyCirBuckthorn Ct C o u ntr y Hills D rWorsleyStSunflower Ct E Washington St MeadowlarkL nSMainSt Ri chmondAveStateStAdrian StW DolphSt Hazeltine Way W Orange St Hampton Ln W Beecher St D e erp oin t L n ParksideLnManchesterLnHarvestTrlSunnyDell Ln K i n g s m i l l S t W Washington St Bl u e b i r d L nHeustis StTanglewoodTrailsDrMill StDr a y t o n C t Greenfield TurnW Fox StRiver Birch LnPrairie Crossing Dr Illini DrSpruceCt Winterthur GrnRain t ree RdDydynaCtSunnyDellCtT o masik CtFawnRidgeCtOlsen St E RidgeSt Walter St Deer StClover CtS Bridge StCoralberryCtWolf St Wa l n u t D r Beaver St HartfieldAveV a n E m m o n R d W y t h e P l Murfield Ct B ra e m oreLn E Orange St RiverBirchDr Bonnie LnKentshi r e DrWoodlandDrC o lumbineDrAster DrClaremontCt A sh w o r t h LnNorwayCirBadger StMuirf i e l d DrWood Sage AveS a r a v a n os D r Conservation Dr Immanuel RdWest onAveWarblerLnWi n g R d Illinois Route #7 1 IdentaRd S t a g e c o a c h T rlElizabeth St S u t t o n S t Colo n i a lPkwy EBarberryCirGardenCirW Barberry Cir WoodenBridgeDrMaple LnNawakwa LnStagecoac h Tr ail WalshEngineering Enterprises, Inc.52 Wheeler RoadSugar Grove, Illinois 60554(630) 466-6700 ATTACHMENT F -ROAD PROGRAM LOCATION MAP SOUTHwww.eeiweb.com DATE: PROJECT NO.: FILE: PATH: BY: JANUARY 2021 YO2025 YO2025_Crack Seal Priority Exhibit.MXD H:\GIS\PUBLIC\YORKVILLE\2020\ MJT United City of Yorkville800 Game Farm RoadYorkville, IL 60560630-553-4350 ³ 3,000 01,500 Feet Priority 2 Priority 3 Legend Striping Crack Seal Paving ATTACHMENT G 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 Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number New Business #5 Tracking Number PW 2021-12 Elizabeth Street and Appletree Court Water Main Improvements Public Works Committee – March 16, 2021 Majority Consideration of Contract Award Elizabeth Street and Appletree Court Water Main Improvements – Recommendation to Award Brad Sanderson Engineering Name Department Bids were received, opened, and tabulated for work to be done on the Elizabeth Street and Appletree Court Water Main Improvements at 10:00 a.m., March 5, 2021. Representatives of contractors bidding the project, the City and our firm were in attendance. A tabulation of the bids and the engineer’s estimate is attached for your information and record. The low bid was below our engineer’s estimate and within the FY22 budget. Two alternatives were proposed for construction of the water services. Alternate A is the lower cost; therefore, we are recommending this option which consists of both open cut and trenchless construction. We recommend the acceptance of the Base Bid ($561,869.76) plus Alternate Bid A ($38,425.36) and approval of award be made to the low bidder, Stokes Excavating, Inc, 903 Daisyfield Road, Rockford, IL 61102 in the total amount of $600,295.12. 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 Lisa Pickering, City Clerk Rob Fredrickson, Finance Director Carri Parker, Purchasing Manager Date: March 9, 2021 Subject: Elizabeth Street and Appletree Court Water Main Improvements Resolution No. 2021-___ Page 1 Resolution No. 2021-_____ A RESOLUTION OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS, AUTHORIZING ACCEPTANCE OF A BID FROM STOKES EXCAVATING, INC., ROCKFORD, ILLINOIS FOR THE ELIZABETH STREET AND APPLETREE COURT WATER MAIN IMPROVEMENTS IN THE AMOUNT NOT TO EXCEED $600,295.12 WHEREAS, the United City of Yorkville, Kendall County, Illinois (the “City”) is a duly organized and validly existing municipality of the State of Illinois pursuant to the 1970 Illinois Constitution and the Illinois Municipal Code, as from time to time amended (65 ILCS 5/65-1-1- 2, et seq.); and, WHEREAS, the City solicited bids for work to be done on the Elizabeth Street and Appletree Court Water Main Improvements in accordance with the competitive purchasing process as required by City Code and the Illinois Procurement Code (30 ILCS 500 et.seq.); and WHEREAS, based upon a review of the bids and a determination as to the qualifications of the bidders, it is recommended that the Base Bid in the amount of $561,869.76 plus the Alternative Bid A in the amount of $38,425.36 for a total bid in the amount of $600,295.12 from the Stokes Excavating, Inc., Rockford, Illinois, be accepted to perform the work for the Elizabeth Street and Appletree Court Water Main Improvements for the City. 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 the bid submitted by Stokes Excavating , Inc. is hereby accepted in an amount not to exceed $600,295.12 which includes a Base Bid of $561,869.76 plus Alternative Bid A in the amount of $38,425.36; and, the Mayor and City Clerk are hereby authorized and directed on behalf of the United City of Yorkville to execute a contract containing the terms of the request Resolution No. 2021-___ Page 2 for bid submitted by Stokes Excavating, Inc. and to undertake any and all actions as may be required to implement the terms of the contract. Section 2. That this Resolution shall be in full force and effect from and after its passage and approval as provided by law. Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this ____ day of __________________, A.D. 2021. ______________________________ 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 __________________, A.D. 2021. ______________________________ MAYOR Attest: ______________________________ CITY CLERK Page 1 of 1BID TABULATIONENGINEER'S ESTIMATE STOKES EXCAVATION, INC. H. LIDEN & SONS SEWER & WATER GERARDI SEWER & WATER CO.BIDS RECEIVED 10:00 A.M. 03/05/2021 52 Wheeler Road 903 DAISYFIELD ROAD 722 E. SOUTH STREET, UNIT D 1785 W ARMITAGE COURTSugar Grove, IL 60554 ROCKFORD, IL 61102 PLANO, IL 60545 ADDISON, IL 60101 BASE BID TOTAL$657,969.75 $561,869.76 $611,578.00 $618,237.51ALTERNATE A BID TOTAL$40,095.00 $38,425.36 $35,610.00 $43,680.00ALTERNATE B BID TOTAL$44,680.00 $60,872.08 $43,170.00 $10,415.00BID BOND N/A X X XSIGNED BID N/A X X XADDENDUM 1N/AXX XMAURO SEWER HOLIDAY SEWER AND WATER PERFORMANCE CONSTRUCTIONBID TABULATIONCONSTRUCTION, INC. CONSTRUCTION, INC. AND ENGINEERING, LLC CONLEY EXCAVATING, INC.BIDS RECEIVED 10:00 A.M. 03/05/2021 1251 REDEKER ROAD 100 N. RAND ROAD, UNIT 116 217 W JOHN STREET 1555 GRAMERCY PLACEDES PLAINES, IL 60016 WAUCONDA, IL 60084 PLANO, IL 60546 MORRIS, IL 60450 BASE BID TOTAL$618,712.75 $625,000.01 $639,904.00 $670,485.75ALTERNATE A BID TOTAL$27,840.00 $1,117.00 $13,704.00 $55,224.50ALTERNATE B BID TOTAL$33,540.00 $1,117.00 $18,234.00 $62,385.50BID BOND XX X XSIGNED BID XX X XADDENDUM 1XX X XJ&S CONSTRUCTION AUSTIN TYLERBID TABULATIONSEWER & WATER CONSTRUCTION, INC. ACQUA CONTRACTORS CORP. WINNINGER EXCAVATING, INC.BIDS RECEIVED 10:00 A.M. 03/05/2021 130 KIRKLAND CIRCLE 23343 S. RIDGE ROAD 551 S IL ROUTE 83 1211 DEER STREET OSWEGO, IL 60543 ELWOOD, IL 60421 ELMHURST, IL 60126 YORKVILLE, IL 60560 BASE BID TOTAL$708,565.15 $723,801.55 $735,000.00 $742,186.00ALTERNATE A BID TOTAL$62,909.75 $558.50 $4,217.00 $64,367.00ALTERNATE B BID TOTAL$58,173.35 $558.50 $9,811.00 $128,451.00BID BOND XX X XSIGNED BID XX X XADDENDUM 1XX X XBID SUMMARYELIZABETH STREET AND APPLETREE COURT WATER MAIN IMPROVEMENTSUNITED CITY OF YORKVILLEENGINEERING ENTERPRISES, INC.52 WHEELER ROAD, SUGAR GROVE, ILLINOIS BIDS RECD 3/5/2021ITEMUNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNITNO. DESCRIPTION UNIT QUANTITY PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT1 TREE REMOVAL, 6-15 UNIT DIAMETER UNIT 1050.00$ 500.00$ 25.00$ 250.00$ 44.00$ 440.00$ 110.00$ 1,100.00$ 100.00$ 1,000.00$ 44.00$ 440.00$ 40.00$ 400.00$ 33.00$ 330.00$ 30.00$ 300.00$ 45.00$ 450.00$ 120.00$ 1,200.00$ 50.00$ 500.00$ 2 TREE REMOVAL, OVER 15 UNIT DIAMETER UNIT 4080.00$ 3,200.00$ 35.00$ 1,400.00$ 44.00$ 1,760.00$ 90.00$ 3,600.00$ 80.00$ 3,200.00$ 44.00$ 1,760.00$ 50.00$ 2,000.00$ 66.00$ 2,640.00$ 40.00$ 1,600.00$ 45.00$ 1,800.00$ 240.00$ 9,600.00$ 75.00$ 3,000.00$ 3 TREE ROOT PRUNING EACH 1500.00$ 500.00$ 110.00$ 110.00$ 300.00$ 300.00$ 110.00$ 110.00$ 100.00$ 100.00$ 400.00$ 400.00$ 200.00$ 200.00$ 440.00$ 440.00$ 75.00$ 75.00$ 430.00$ 430.00$ 180.00$ 180.00$ 300.00$ 300.00$ 4 REPLACEMENT TREE, 2.5" CALIPER (MIN.), BALLED AND BURLAPPED EACH 3450.00$ 1,350.00$ 600.00$ 1,800.00$ 625.00$ 1,875.00$ 700.00$ 2,100.00$ 625.00$ 1,875.00$ 600.00$ 1,800.00$ 700.00$ 2,100.00$ 432.60$ 1,297.80$ 625.00$ 1,875.00$ 425.00$ 1,275.00$ 360.00$ 1,080.00$ 600.00$ 1,800.00$ 5 CONNECTION TO EXISTING WATER MAIN, 6-INCH EACH 14,200.00$ 4,200.00$ 2,500.00$ 2,500.00$ 3,750.00$ 3,750.00$ 3,000.00$ 3,000.00$ 2,500.00$ 2,500.00$ 4,000.00$ 4,000.00$ 2,850.00$ 2,850.00$ 4,244.00$ 4,244.00$ 4,400.00$ 4,400.00$ 4,100.00$ 4,100.00$ 2,700.00$ 2,700.00$ 3,500.00$ 3,500.00$ 6 CONNECTION TO EXISTING WATER MAIN, 8-INCH EACH 25,500.00$ 11,000.00$ 3,000.00$ 6,000.00$ 3,750.00$ 7,500.00$ 3,500.00$ 7,000.00$ 3,000.00$ 6,000.00$ 5,000.00$ 10,000.00$ 3,100.00$ 6,200.00$ 4,800.00$ 9,600.00$ 4,500.00$ 9,000.00$ 5,950.00$ 11,900.00$ 3,250.00$ 6,500.00$ 4,000.00$ 8,000.00$ 7 PRESSURE CONNECTION WITH TAPPING SLEEVE, AND 8" TAPPING VALVE IN VALEACH 17,000.00$ 7,000.00$ 7,000.00$ 7,000.00$ 7,250.00$ 7,250.00$ 7,900.00$ 7,900.00$ 6,000.00$ 6,000.00$ 8,000.00$ 8,000.00$ 4,800.00$ 4,800.00$ 6,500.00$ 6,500.00$ 9,300.00$ 9,300.00$ 6,250.00$ 6,250.00$ 10,314.00$ 10,314.00$ 6,500.00$ 6,500.00$ 8 WATER MAIN, CLASS 52, WITH POLYETHYLENE WRAP, 6-INCH LF 2065.00$ 1,300.00$ 72.00$ 1,440.00$ 60.00$ 1,200.00$ 77.00$ 1,540.00$ 75.00$ 1,500.00$ 81.00$ 1,620.00$ 78.00$ 1,560.00$ 66.00$ 1,320.00$ 87.00$ 1,740.00$ 107.00$ 2,140.00$ 84.00$ 1,680.00$ 75.00$ 1,500.00$ 9 WATER MAIN, CLASS 52, WITH POLYETHYLENE WRAP, 8-INCH LF 1,86876.00$ 141,968.00$ 85.00$ 158,780.00$ 100.00$ 186,800.00$ 86.00$ 160,648.00$ 85.00$ 158,780.00$ 82.00$ 153,176.00$ 81.00$ 151,308.00$ 112.75$ 210,617.00$ 89.00$ 166,252.00$ 90.00$ 168,120.00$ 102.00$ 190,536.00$ 95.00$ 177,460.00$ 10 GATE VALVE (RESILIENT SEAT) IN 60" VAULT, 8-INCH EACH 14,200.00$ 4,200.00$ 5,000.00$ 5,000.00$ 4,400.00$ 4,400.00$ 4,850.00$ 4,850.00$ 3,000.00$ 3,000.00$ 5,000.00$ 5,000.00$ 4,150.00$ 4,150.00$ 3,556.50$ 3,556.50$ 4,200.00$ 4,200.00$ 4,400.00$ 4,400.00$ 6,850.00$ 6,850.00$ 4,000.00$ 4,000.00$ 11 GATE VALVE (RESILIENT SEAT) IN VALVE BOX, 8-INCH EACH 32,800.00$ 8,400.00$ 2,500.00$ 7,500.00$ 1,875.00$ 5,625.00$ 3,000.00$ 9,000.00$ 2,500.00$ 7,500.00$ 3,000.00$ 9,000.00$ 2,400.00$ 7,200.00$ 1,995.00$ 5,985.00$ 2,100.00$ 6,300.00$ 2,000.00$ 6,000.00$ 1,980.00$ 5,940.00$ 2,600.00$ 7,800.00$ 12 INSERTION VALVE IN VALVE BOX, 8-INCH EACH 18,500.00$ 8,500.00$ 4,000.00$ 4,000.00$ 10,000.00$ 10,000.00$ 7,950.00$ 7,950.00$ 6,150.00$ 6,150.00$ 10,000.00$ 10,000.00$ 7,100.00$ 7,100.00$ 15,100.00$ 15,100.00$ 7,600.00$ 7,600.00$ 7,500.00$ 7,500.00$ 12,400.00$ 12,400.00$ 12,000.00$ 12,000.00$ 13 FIRE HYDRANT ASSEMBLY, WITH AUXILIARY VALVE, 6-INCH MJ EACH 84,800.00$ 38,400.00$ 5,000.00$ 40,000.00$ 5,000.00$ 40,000.00$ 5,400.00$ 43,200.00$ 7,500.00$ 60,000.00$ 5,000.00$ 40,000.00$ 5,800.00$ 46,400.00$ 5,150.00$ 41,200.00$ 5,800.00$ 46,400.00$ 5,000.00$ 40,000.00$ 5,200.00$ 41,600.00$ 5,000.00$ 40,000.00$ 14 DUCTILE IRON FITTINGS LBS 1,6415.00$ 8,205.00$ 4.00$ 6,564.00$ 0.01$ 16.41$ 4.00$ 6,564.00$ 0.01$ 16.41$ 7.00$ 11,487.00$ 8.00$ 13,128.00$ 4.50$ 7,384.50$ 0.01$ 16.41$ 1.00$ 1,641.00$ 5.00$ 8,205.00$ 6.00$ 9,846.00$ 15 WATER MAIN PROTECTION, PVC C-900, 12-INCH LF 2170.00$ 1,470.00$ 95.00$ 1,995.00$ 80.00$ 1,680.00$ 100.00$ 2,100.00$ 50.00$ 1,050.00$ 91.00$ 1,911.00$ 58.00$ 1,218.00$ 63.50$ 1,333.50$ 77.00$ 1,617.00$ 126.00$ 2,646.00$ 80.00$ 1,680.00$ 70.00$ 1,470.00$ 16 WATER SERVICE CONNECTION, 1-INCH EACH 38985.00$ 37,430.00$ 1,500.00$ 57,000.00$ 1,250.00$ 47,500.00$ 1,250.00$ 47,500.00$ 2,500.00$ 95,000.00$ 2,400.00$ 91,200.00$ 1,250.00$ 47,500.00$ 1,175.00$ 44,650.00$ 2,300.00$ 87,400.00$ 1,250.00$ 47,500.00$ 1,780.00$ 67,640.00$ 1,500.00$ 57,000.00$ 17 WATER MAIN TESTING - PRESSURE AND DISINFECTION LS 15,600.00$ 5,600.00$ 1,000.00$ 1,000.00$ 5,000.00$ 5,000.00$ 3,000.00$ 3,000.00$ 1,500.00$ 1,500.00$ 4,000.00$ 4,000.00$ 3,000.00$ 3,000.00$ 2,200.00$ 2,200.00$ 0.01$ 0.01$ 3,000.00$ 3,000.00$ 6,220.00$ 6,220.00$ 3,500.00$ 3,500.00$ 18 DISCONNECT AND ABANDON EXISTING WATER MAIN EACH 32,000.00$ 6,000.00$ 1,200.00$ 3,600.00$ 1,275.00$ 3,825.00$ 2,000.00$ 6,000.00$ 1,500.00$ 4,500.00$ 500.00$ 1,500.00$ 2,000.00$ 6,000.00$ 2,150.00$ 6,450.00$ 1,400.00$ 4,200.00$ 1,500.00$ 4,500.00$ 2,335.00$ 7,005.00$ 1,500.00$ 4,500.00$ 19 VALVE BOX TO BE ABANDONED EACH 3200.00$ 600.00$ 50.00$ 150.00$ 100.00$ 300.00$ 100.00$ 300.00$ 100.00$ 300.00$ 175.00$ 525.00$ 250.00$ 750.00$ 475.00$ 1,425.00$ 340.00$ 1,020.00$ 250.00$ 750.00$ 180.00$ 540.00$ 225.00$ 675.00$ 20 VALVE VAULT TO BE ABANDONED EACH 1300.00$ 300.00$ 300.00$ 300.00$ 300.00$ 300.00$ 250.00$ 250.00$ 100.00$ 100.00$ 350.00$ 350.00$ 860.00$ 860.00$ 1,225.00$ 1,225.00$ 800.00$ 800.00$ 250.00$ 250.00$ 920.00$ 920.00$ 500.00$ 500.00$ 21 FIRE HYDRANT REMOVAL EACH 4400.00$ 1,600.00$ 500.00$ 2,000.00$ 600.00$ 2,400.00$ 500.00$ 2,000.00$ 100.00$ 400.00$ 400.00$ 1,600.00$ 810.00$ 3,240.00$ 795.00$ 3,180.00$ 500.00$ 2,000.00$ 250.00$ 1,000.00$ 795.00$ 3,180.00$ 600.00$ 2,400.00$ 22 CULVERT REMOVAL AND REPLACEMENT, GALVANIZED CORRUGATED STEEL PIPLF 19032.00$ 6,080.00$ 45.00$ 8,550.00$ 50.00$ 9,500.00$ 55.00$ 10,450.00$ 50.00$ 9,500.00$ 54.00$ 10,260.00$ 63.00$ 11,970.00$ 67.75$ 12,872.50$ 71.00$ 13,490.00$ 80.00$ 15,200.00$ 66.00$ 12,540.00$ 45.00$ 8,550.00$ 23 CULVERT REMOVAL AND REPLACEMENT, N-12 HDPE, 12-INCH LF 3030.00$ 900.00$ 45.00$ 1,350.00$ 46.00$ 1,380.00$ 65.00$ 1,950.00$ 50.00$ 1,500.00$ 46.00$ 1,380.00$ 55.00$ 1,650.00$ 52.50$ 1,575.00$ 60.00$ 1,800.00$ 65.00$ 1,950.00$ 56.00$ 1,680.00$ 45.00$ 1,350.00$ 24 STORM INLET TYPE A, 2' DIA W/ TYPE 8 GRATE EACH 11,200.00$ 1,200.00$ 1,500.00$ 1,500.00$ 1,600.00$ 1,600.00$ 1,150.00$ 1,150.00$ 1,500.00$ 1,500.00$ 1,600.00$ 1,600.00$ 1,500.00$ 1,500.00$ 1,225.00$ 1,225.00$ 925.00$ 925.00$ 1,100.00$ 1,100.00$ 1,570.00$ 1,570.00$ 1,750.00$ 1,750.00$ 25 STORM CATCH BASIN TYPE A, 2' DIA W/ TYPE 9 FRAME AND GRATE EACH 11,300.00$ 1,300.00$ 1,800.00$ 1,800.00$ 1,600.00$ 1,600.00$ 1,650.00$ 1,650.00$ 1,750.00$ 1,750.00$ 1,850.00$ 1,850.00$ 2,650.00$ 2,650.00$ 1,775.00$ 1,775.00$ 1,100.00$ 1,100.00$ 1,500.00$ 1,500.00$ 1,620.00$ 1,620.00$ 2,250.00$ 2,250.00$ 26 STORM SEWER, N-12 HDPE, 12-INCH LF 6038.00$ 2,280.00$ 52.00$ 3,120.00$ 50.00$ 3,000.00$ 55.00$ 3,300.00$ 50.00$ 3,000.00$ 50.00$ 3,000.00$ 56.00$ 3,360.00$ 48.75$ 2,925.00$ 53.00$ 3,180.00$ 75.00$ 4,500.00$ 66.00$ 3,960.00$ 45.00$ 2,700.00$ 27 STORM SEWER, C900 PVC, 6-INCH LF 14355.00$ 7,865.00$ 54.00$ 7,722.00$ 30.00$ 4,290.00$ 40.00$ 5,720.00$ 50.00$ 7,150.00$ 50.00$ 7,150.00$ 53.00$ 7,579.00$ 51.00$ 7,293.00$ 50.00$ 7,150.00$ 50.00$ 7,150.00$ 51.00$ 7,293.00$ 45.00$ 6,435.00$ 28 CONNECT TO EXISTING STORM MANHOLE EACH 11,000.00$ 1,000.00$ 500.00$ 500.00$ 1,500.00$ 1,500.00$ 1,000.00$ 1,000.00$ 1,500.00$ 1,500.00$ 800.00$ 800.00$ 1,750.00$ 1,750.00$ 915.00$ 915.00$ 1,600.00$ 1,600.00$ 2,000.00$ 2,000.00$ 1,870.00$ 1,870.00$ 1,500.00$ 1,500.00$ 29 STONE RIPRAP, CLASS A3 SY 3170.00$ 510.00$ 68.00$ 204.00$ 150.00$ 450.00$ 200.00$ 600.00$ 150.00$ 450.00$ 90.00$ 270.00$ 160.00$ 480.00$ 465.00$ 1,395.00$ 110.00$ 330.00$ 500.00$ 1,500.00$ 20.00$ 60.00$ 100.00$ 300.00$ 30 CULVERT REMOVAL LF 12010.00$ 1,200.00$ 5.00$ 600.00$ 4.00$ 480.00$ 5.00$ 600.00$ 5.00$ 600.00$ 10.00$ 1,200.00$ 10.00$ 1,200.00$ 38.00$ 4,560.00$ 76.00$ 9,120.00$ 5.00$ 600.00$ 26.00$ 3,120.00$ 25.00$ 3,000.00$ 31 STORM SEWER REMOVAL LF 14310.00$ 1,430.00$ 5.00$ 715.00$ 10.00$ 1,430.00$ 10.00$ 1,430.00$ 5.00$ 715.00$ 4.00$ 572.00$ 10.00$ 1,430.00$ 12.50$ 1,787.50$ 44.00$ 6,292.00$ 10.00$ 1,430.00$ 30.00$ 4,290.00$ 15.00$ 2,145.00$ 32 REMOVE EXISTING CATCH BASIN EACH 175.00$ 75.00$ 300.00$ 300.00$ 200.00$ 200.00$ 500.00$ 500.00$ 100.00$ 100.00$ 300.00$ 300.00$ 900.00$ 900.00$ 135.00$ 135.00$ 800.00$ 800.00$ 250.00$ 250.00$ 521.00$ 521.00$ 750.00$ 750.00$ 33 SANITARY SEWER SERVICE REPAIR, PVC SDR-26, D-2241, 6-INCH EACH 1575.00$ 1,125.00$ 100.00$ 1,500.00$ 180.00$ 2,700.00$ 250.00$ 3,750.00$ 50.00$ 750.00$ 500.00$ 7,500.00$ 100.00$ 1,500.00$ 475.00$ 7,125.00$ 300.00$ 4,500.00$ 800.00$ 12,000.00$ 500.00$ 7,500.00$ 250.00$ 3,750.00$ 34 SANITARY MANHOLE TO BE ADJUSTED EACH 1400.00$ 400.00$ 1,000.00$ 1,000.00$ 1,000.00$ 1,000.00$ 950.00$ 950.00$ 750.00$ 750.00$ 1,000.00$ 1,000.00$ 1,150.00$ 1,150.00$ 697.50$ 697.50$ 600.00$ 600.00$ 1,000.00$ 1,000.00$ 837.00$ 837.00$ 750.00$ 750.00$ 35 SANITARY MANHOLE TO BE ADJUSTED WITH NEW FRAME AND LID - TYPE 1 EACH 3550.00$ 1,650.00$ 1,500.00$ 4,500.00$ 1,275.00$ 3,825.00$ 1,150.00$ 3,450.00$ 950.00$ 2,850.00$ 1,300.00$ 3,900.00$ 1,750.00$ 5,250.00$ 1,250.00$ 3,750.00$ 900.00$ 2,700.00$ 1,400.00$ 4,200.00$ 1,300.00$ 3,900.00$ 1,100.00$ 3,300.00$ 36 PREPARATION OF BASE SY 3,5451.25$ 4,431.25$ 1.00$ 3,545.00$ 1.45$ 5,140.25$ 0.75$ 2,658.75$ 1.00$ 3,545.00$ 1.00$ 3,545.00$ 4.50$ 15,952.50$ 1.25$ 4,431.25$ 1.00$ 3,545.00$ 4.00$ 14,180.00$ 6.00$ 21,270.00$ 3.00$ 10,635.00$ 37 AGGREGATE SUBGRADE IMPROVEMENT CY 10080.00$ 8,000.00$ 36.00$ 3,600.00$ 40.00$ 4,000.00$ 85.00$ 8,500.00$ 50.00$ 5,000.00$ 40.00$ 4,000.00$ 50.00$ 5,000.00$ 31.25$ 3,125.00$ 50.00$ 5,000.00$ 75.00$ 7,500.00$ 60.00$ 6,000.00$ 50.00$ 5,000.00$ 38 GEOTECHNICAL FABRIC FOR GROUND STABILIZATION SY 3053.00$ 915.00$ 3.00$ 915.00$ 2.00$ 610.00$ 3.00$ 915.00$ 3.00$ 915.00$ 2.00$ 610.00$ 3.50$ 1,067.50$ 8.50$ 2,592.50$ 1.00$ 305.00$ 3.00$ 915.00$ 4.00$ 1,220.00$ 4.50$ 1,372.50$ 39 BITUMINOUS MATERIALS (PRIME/TACK COAT) LBS 2,3910.01$ 23.91$ 1.00$ 2,391.00$ 0.85$ 2,032.35$ 1.00$ 2,391.00$ 1.00$ 2,391.00$ 1.00$ 2,391.00$ 1.00$ 2,391.00$ 0.95$ 2,271.45$ 0.01$ 23.91$ 1.00$ 2,391.00$ 1.00$ 2,391.00$ 1.25$ 2,988.75$ 40 HOT-MIX ASPHALT SURFACE REMOVAL - BUTT JOINT SY 2225.00$ 550.00$ 25.00$ 550.00$ 24.00$ 528.00$ 26.00$ 572.00$ 24.00$ 528.00$ 24.00$ 528.00$ 26.50$ 583.00$ 26.75$ 588.50$ 0.01$ 0.22$ 25.00$ 550.00$ 30.00$ 660.00$ 45.00$ 990.00$ 41 HOT-MIX ASPHALT PAVEMENT REMOVAL, FULL DEPTH SY 3949.00$ 3,546.00$ 10.00$ 3,940.00$ 5.50$ 2,167.00$ 6.00$ 2,364.00$ 10.00$ 3,940.00$ 10.00$ 3,940.00$ 12.50$ 4,925.00$ 12.00$ 4,728.00$ 25.00$ 9,850.00$ 16.00$ 6,304.00$ 14.00$ 5,516.00$ 10.00$ 3,940.00$ 42 HOT-MIX ASPHALT PAVEMENT REMOVAL, 4-INCH SY 3,5454.30$ 15,243.50$ 7.00$ 24,815.00$ 5.50$ 19,497.50$ 6.00$ 21,270.00$ 4.00$ 14,180.00$ 5.50$ 19,497.50$ 6.00$ 21,270.00$ 6.25$ 22,156.25$ 9.00$ 31,905.00$ 6.00$ 21,270.00$ 7.00$ 24,815.00$ 6.00$ 21,270.00$ 43 HOT-MIX ASPHALT BINDER COURSE, IL-19.0, 2.5-INCH TON 51293.50$ 47,872.00$ 80.00$ 40,960.00$ 74.50$ 38,144.00$ 76.00$ 38,912.00$ 75.00$ 38,400.00$ 74.50$ 38,144.00$ 80.25$ 41,088.00$ 81.95$ 41,958.40$ 88.00$ 45,056.00$ 76.00$ 38,912.00$ 90.00$ 46,080.00$ 80.00$ 40,960.00$ 44 HOT-MIX ASPHALT SURFACE COURSE, MIX "D", N50, 1.5-INCH TON 307120.00$ 36,840.00$ 85.00$ 26,095.00$ 79.50$ 24,406.50$ 82.00$ 25,174.00$ 80.00$ 24,560.00$ 80.00$ 24,560.00$ 91.25$ 28,013.75$ 88.50$ 27,169.50$ 93.00$ 28,551.00$ 81.00$ 24,867.00$ 95.00$ 29,165.00$ 95.00$ 29,165.00$ 45 ROADWAY EDGE CRACK SEALING LF 6453.00$ 1,935.00$ 2.00$ 1,290.00$ 1.90$ 1,225.50$ 2.00$ 1,290.00$ 2.00$ 1,290.00$ 1.90$ 1,225.50$ 2.10$ 1,354.50$ 2.25$ 1,451.25$ 9.00$ 5,805.00$ 2.00$ 1,290.00$ 3.00$ 1,935.00$ 1.50$ 967.50$ 46 PCC PAVEMENT REMOVAL AND REPLACEMENT SY 24112.95$ 2,710.80$ 115.00$ 2,760.00$ 140.00$ 3,360.00$ 200.00$ 4,800.00$ 140.00$ 3,360.00$ 150.00$ 3,600.00$ 176.00$ 4,224.00$ 165.00$ 3,960.00$ 160.00$ 3,840.00$ 156.00$ 3,744.00$ 185.00$ 4,440.00$ 175.00$ 4,200.00$ 47 COMBINATION CONCRETE CURB AND GUTTER REMOVAL AND REPLACEMENT LF 17139.45$ 6,745.95$ 41.00$ 7,011.00$ 35.00$ 5,985.00$ 45.00$ 7,695.00$ 40.00$ 6,840.00$ 41.00$ 7,011.00$ 42.00$ 7,182.00$ 67.75$ 11,585.25$ 46.00$ 7,866.00$ 34.00$ 5,814.00$ 46.00$ 7,866.00$ 40.00$ 6,840.00$ 48 PCC SIDEWALK REMOVAL AND REPLACEMENT SF 2,9127.80$ 22,713.60$ 9.00$ 26,208.00$ 10.00$ 29,120.00$ 10.00$ 29,120.00$ 10.00$ 29,120.00$ 9.50$ 27,664.00$ 13.00$ 37,856.00$ 11.75$ 34,216.00$ 12.00$ 34,944.00$ 10.00$ 29,120.00$ 11.00$ 32,032.00$ 10.00$ 29,120.00$ 49 PCC DRIVEWAY REMOVAL AND REPLACEMENT SY 24774.25$ 18,339.75$ 79.00$ 19,513.00$ 90.00$ 22,230.00$ 89.00$ 21,983.00$ 85.00$ 20,995.00$ 84.00$ 20,748.00$ 97.00$ 23,959.00$ 98.75$ 24,391.25$ 120.00$ 29,640.00$ 93.00$ 22,971.00$ 97.00$ 23,959.00$ 85.00$ 20,995.00$ 50 HOT-MIX ASPHALT DRIVEWAY REMOVAL AND REPLACEMENT SY 36625.00$ 9,150.00$ 35.00$ 12,810.00$ 35.00$ 12,810.00$ 41.00$ 15,006.00$ 40.00$ 14,640.00$ 44.00$ 16,104.00$ 46.50$ 17,019.00$ 42.00$ 15,372.00$ 69.00$ 25,254.00$ 54.00$ 19,764.00$ 50.00$ 18,300.00$ 45.00$ 16,470.00$ 51 RETAINING WALL REMOVAL AND RESET EACH 23,000.00$ 6,000.00$ 1,000.00$ 2,000.00$ 1,500.00$ 3,000.00$ 850.00$ 1,700.00$ 750.00$ 1,500.00$ 750.00$ 1,500.00$ 1,800.00$ 3,600.00$ 850.00$ 1,700.00$ 750.00$ 1,500.00$ 759.00$ 1,518.00$ 1,200.00$ 2,400.00$ 1,500.00$ 3,000.00$ 52 MAILBOX TO BE REMOVED AND RESET EACH 1825.00$ 450.00$ 200.00$ 3,600.00$ 80.00$ 1,440.00$ 150.00$ 2,700.00$ 50.00$ 900.00$ 200.00$ 3,600.00$ 200.00$ 3,600.00$ 575.00$ 10,350.00$ 100.00$ 1,800.00$ 300.00$ 5,400.00$ 180.00$ 3,240.00$ 175.00$ 3,150.00$ 53 SIGN TO BE REMOVED AND RESET EACH 225.00$ 50.00$ 200.00$ 400.00$ 100.00$ 200.00$ 150.00$ 300.00$ 100.00$ 200.00$ 100.00$ 200.00$ 200.00$ 400.00$ 595.00$ 1,190.00$ 100.00$ 200.00$ 300.00$ 600.00$ 159.00$ 318.00$ 175.00$ 350.00$ 54 NON-SPECIAL, NON-HAZARDOUS SOIL WASTE DISPOSAL - TYPE 1 TON 7540.00$ 3,000.00$ 40.00$ 3,000.00$ 32.00$ 2,400.00$ 30.00$ 2,250.00$ 5.00$ 375.00$ 38.00$ 2,850.00$ 1.00$ 75.00$ 70.00$ 5,250.00$ 0.01$ 0.75$ 45.00$ 3,375.00$ 37.00$ 2,775.00$ 25.00$ 1,875.00$ 55 NON-SPECIAL, NON-HAZARDOUS SOIL WASTE DISPOSAL - TYPE 2 TON 7560.00$ 4,500.00$ 40.00$ 3,000.00$ 34.00$ 2,550.00$ 30.00$ 2,250.00$ 5.00$ 375.00$ 23.00$ 1,725.00$ 1.00$ 75.00$ 75.00$ 5,625.00$ 0.01$ 0.75$ 45.00$ 3,375.00$ 37.00$ 2,775.00$ 25.00$ 1,875.00$ 56 FOUNDATION MATERIAL CY 3575.00$ 2,625.00$ 1.00$ 35.00$ 40.00$ 1,400.00$ 50.00$ 1,750.00$ 27.56$ 964.60$ 20.00$ 700.00$ 55.50$ 1,942.50$ 62.50$ 2,187.50$ 50.00$ 1,750.00$ 65.00$ 2,275.00$ 32.00$ 1,120.00$ 25.00$ 875.00$ 57 EXPLORATORY EXCAVATION EACH 3450.00$ 1,350.00$ 450.00$ 1,350.00$ 225.00$ 675.00$ 450.00$ 1,350.00$ 50.00$ 150.00$ 150.00$ 450.00$ 500.00$ 1,500.00$ 575.00$ 1,725.00$ 750.00$ 2,250.00$ 800.00$ 2,400.00$ 529.00$ 1,587.00$ 500.00$ 1,500.00$ 58 GRADING AND SHAPING DITCHES LF 8055.00$ 4,400.00$ 10.00$ 800.00$ 15.00$ 1,200.00$ 25.00$ 2,000.00$ 20.00$ 1,600.00$ 14.00$ 1,120.00$ 20.00$ 1,600.00$ 15.95$ 1,276.00$ 22.00$ 1,760.00$ 10.00$ 800.00$ 20.00$ 1,600.00$ 20.00$ 1,600.00$ PERFORMANCE CONSTRUCTION ELWOOD, IL 60421 1211 DEER STREET AUSTIN TYLERCONSTRUCTION, INC.23343 S. RIDGE ROADACQUA CONTRACTORS CORP. ROCKFORD, IL 61102551 S IL ROUTE 83ELMHURST, IL 60126130 KIRKLAND CIRCLE OSWEGO, IL 60543903 DAISYFIELD ROADSEWER & WATERBID TABULATION ELIZABETH STREET AND APPLETREE COURT WATER MAIN IMPROVEMENTS52 Wheeler RoadSTOKES EXCAVATION, INC.BID TABULATIONENGINEER'S ESTIMATEWINNINGER EXCAVATING, INC.J&S CONSTRUCTION UNITED CITY OF YORKVILLESugar Grove, IL 60554CONSTRUCTION, INC.100 N. RAND ROAD, UNIT 116WAUCONDA, IL 60084YORKVILLE, IL 60560CONLEY EXCAVATING, INC.1555 GRAMERCY PLACEMORRIS, IL 60450MAURO SEWERCONSTRUCTION, INC.1251 REDEKER ROADDES PLAINES, IL 60016 AND ENGINEERING, LLC 217 W JOHN STREET HOLIDAY SEWER AND WATER PLANO, IL 60546H. LIDEN & SONS SEWER & WATER722 E. SOUTH STREET, UNIT DPLANO, IL 60545 GERARDI SEWER & WATER CO.1785 W ARMITAGE COURTADDISON, IL 60101 ENGINEERING ENTERPRISES, INC.52 WHEELER ROAD, SUGAR GROVE, ILLINOIS BIDS RECD 3/5/2021ITEMUNIT UNIT UNIT UNIT UNIT 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 AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNTPERFORMANCE CONSTRUCTION ELWOOD, IL 60421 1211 DEER STREET AUSTIN TYLERCONSTRUCTION, INC.23343 S. RIDGE ROADACQUA CONTRACTORS CORP. ROCKFORD, IL 61102551 S IL ROUTE 83ELMHURST, IL 60126130 KIRKLAND CIRCLE OSWEGO, IL 60543903 DAISYFIELD ROADSEWER & WATERBID TABULATION ELIZABETH STREET AND APPLETREE COURT WATER MAIN IMPROVEMENTS52 Wheeler RoadSTOKES EXCAVATION, INC.BID TABULATIONENGINEER'S ESTIMATEWINNINGER EXCAVATING, INC.J&S CONSTRUCTION UNITED CITY OF YORKVILLESugar Grove, IL 60554CONSTRUCTION, INC.100 N. RAND ROAD, UNIT 116WAUCONDA, IL 60084YORKVILLE, IL 60560CONLEY EXCAVATING, INC.1555 GRAMERCY PLACEMORRIS, IL 60450MAURO SEWERCONSTRUCTION, INC.1251 REDEKER ROADDES PLAINES, IL 60016 AND ENGINEERING, LLC 217 W JOHN STREET HOLIDAY SEWER AND WATER PLANO, IL 60546H. LIDEN & SONS SEWER & WATER722 E. SOUTH STREET, UNIT DPLANO, IL 60545 GERARDI SEWER & WATER CO.1785 W ARMITAGE COURTADDISON, IL 60101 59 RESTORATIONSY 2,4058.00$ 19,240.00$ 8.00$ 19,240.00$ 8.00$ 19,240.00$ 10.00$ 24,050.00$ 9.00$ 21,645.00$ 8.00$ 19,240.00$ 15.00$ 36,075.00$ 11.25$ 27,056.25$ 14.50$ 34,872.50$ 10.00$ 24,050.00$ 13.00$ 31,265.00$ 10.00$ 24,050.00$ 60 TRAFFIC CONTROL AND PROTECTION LS 12,500.00$ 2,500.00$ 40,000.00$ 40,000.00$ 30,000.00$ 30,000.00$ 21,500.00$ 21,500.00$ 15,000.00$ 15,000.00$ 16,400.00$ 16,400.00$ 35,400.00$ 35,400.00$ 13,500.00$ 13,500.00$ 18,400.00$ 18,400.00$ 101,583.00$ 101,583.00$ 12,726.00$ 12,726.00$ 20,000.00$ 20,000.00$ 61 ALLOWANCE - ITEMS ORDERED BY THE ENGINEER UNIT 20,0001.00$ 20,000.00$ 1.00$ 20,000.00$ 1.00$ 20,000.00$ 1.00$ 20,000.00$ 1.00$ 20,000.00$ 1.00$ 20,000.00$ 1.00$ 20,000.00$ 1.00$ 20,000.00$ 1.00$ 20,000.00$ 1.00$ 20,000.00$ 1.00$ 20,000.00$ 1.00$ 20,000.00$ BASE BID TOTAL (ITEMS 1-61)561,869.76$ 611,578.00$ 618,237.51$ 618,712.75$ 625,000.01$ 639,904.00$ 670,485.75$ 708,565.15$ 723,801.55$ 735,000.00$ 742,186.00$ 657,969.75$ ABOVE/BELOW ENGINEERS ESTIMATE-14.61% -7.05% -6.04% -5.97% -5.01% -2.75% 1.90% 7.69% 10.01% 11.71% 12.80%ALTERNATE A BID ITEMS62 WATER SERVICE PIPE, PEX, 1-INCH (OPEN CUT) LF 1,01732.08$ 32,625.36$ 30.00$ 30,510.00$ 40.00$ 40,680.00$ 20.00$ 20,340.00$ 1.00$ 1,017.00$ 12.00$ 12,204.00$ 48.50$ 49,324.50$ 56.75$ 57,714.75$ 0.50$ 508.50$ 1.00$ 1,017.00$ 51.00$ 51,867.00$ 35.00$ 35,595.00$ 63 WATER SERVICE PIPE, PEX, 1-INCH (TRENCHLESS) LF 10058.00$ 5,800.00$ 51.00$ 5,100.00$ 30.00$ 3,000.00$ 75.00$ 7,500.00$ 1.00$ 100.00$ 15.00$ 1,500.00$ 59.00$ 5,900.00$ 51.95$ 5,195.00$ 0.50$ 50.00$ 32.00$ 3,200.00$ 125.00$ 12,500.00$ 45.00$ 4,500.00$ ALTERNATE A BID TOTAL (ITEMS 62-63)38,425.36$ 35,610.00$ 43,680.00$ 27,840.00$ 1,117.00$ 13,704.00$ 55,224.50$ 62,909.75$ 558.50$ 4,217.00$ 64,367.00$ 40,095.00$ ALTERNATE A BID ITEMS64 WATER SERVICE PIPE, PEX, 1-INCH (OPEN CUT) LF 15132.08$ 4,844.08$ 30.00$ 4,530.00$ 5.00$ 755.00$ 27.00$ 4,077.00$ 1.00$ 151.00$ 12.00$ 1,812.00$ 48.50$ 7,323.50$ 56.75$ 8,569.25$ 0.50$ 75.50$ 1.00$ 151.00$ 51.00$ 7,701.00$ 40.00$ 6,040.00$ 65 WATER SERVICE PIPE, PEX, 1-INCH (OPEN CUT) LF 96658.00$ 56,028.00$ 40.00$ 38,640.00$ 10.00$ 9,660.00$ 30.50$ 29,463.00$ 1.00$ 966.00$ 17.00$ 16,422.00$ 57.00$ 55,062.00$ 51.35$ 49,604.10$ 0.50$ 483.00$ 10.00$ 9,660.00$ 125.00$ 120,750.00$ 40.00$ 38,640.00$ ALTERNATE B BID TOTAL (ITEMS 64-65)60,872.08$ 43,170.00$ 10,415.00$ 33,540.00$ 1,117.00$ 18,234.00$ 62,385.50$ 58,173.35$ 558.50$ 9,811.00$ 128,451.00$ 44,680.00$ TOTAL BASE BID561,869.76$ 611,578.00$ 618,237.51$ 618,712.75$ 625,000.01$ 639,904.00$ 670,485.75$ 708,565.15$ 723,801.55$ 735,000.00$ 742,186.00$ 657,969.75$ TOTAL ALTERNATE A BID38,425.36$ 35,610.00$ 43,680.00$ 27,840.00$ 1,117.00$ 13,704.00$ 55,224.50$ 62,909.75$ 558.50$ 4,217.00$ 64,367.00$ 40,095.00$ TOTAL ALTERNATE B BID60,872.08$ 43,170.00$ 10,415.00$ 33,540.00$ 1,117.00$ 18,234.00$ 62,385.50$ 58,173.35$ 558.50$ 9,811.00$ 128,451.00$ 44,680.00$ TOTAL BASE BID + ALTERNATE A BID600,295.12$ 647,188.00$ 661,917.51$ 646,552.75$ 626,117.01$ 653,608.00$ 725,710.25$ 771,474.90$ 724,360.05$ 739,217.00$ 806,553.00$ 698,064.75$ TOTAL BASE BID + ALTERNATE B BID622,741.84$ 654,748.00$ 628,652.51$ 652,252.75$ 626,117.01$ 658,138.00$ 732,871.25$ 766,738.50$ 724,360.05$ 744,811.00$ 870,637.00$ 702,649.75$ 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 GFGF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF !( !( !( !( !( !( !( !( !( !( !( !( !( !(!(!(!(!( !(!( !( !( !(!( !( !( !(!( !( !( !(!( !( !(!(!( !( !( !( !( !( !( !( !( !( !( !( !(S Bridge StBlaine St Elizabeth St Walsh DrS Main StE Barberry CirColonial Pkwy Sch o o l h o u s e R d GF GF GF GF GF GF GF GFGF GF GF GF GF GF GF GF GFGF GF GFGF GF GF GF GF !(!( !(!(!( !( !( !(!( !( !( !( !(!( !( !( !(!(!( !(!( !( !( !( !( !( !( !( !( !( !( !(N Bridge StAppletree Ct Engineering Enterprises, Inc.52 Wheeler RoadSugar 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 ATTACHEMENT E - LOCATION MAP www.eeiweb.com DATE: PROJECT NO.: FILE: PATH: BY: FEBRUARY 2021 YO2007 YO1907_Appletree Ct Water Main.MXD H:\GIS\PUBLIC\YORKVILLE\2020\ 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 Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number New Business #6 Tracking Number PW 2021-13 Elizabeth St. & Appletree Ct. Water Main Improvements – PSA Public Works Committee – March 16, 2021 Majority Approval Bart Olson Administration Name Department Summary Approval of a construction engineering agreement with EEI for Elizabeth St and Appletree Court watermain. Background The City Council last discussed the Elizabeth St and Appletree Ct watermain project in Spring 2020 when the project was included in the FY 21 budget proposal but was eventually deferred due to the pandemic. The project has been included in the FY 22 budget proposal and is ready to be constructed in calendar year 2021. Accordingly, EEI has submitted an engineering agreement for our consideration for construction engineering. The attached contract contains an estimated cost of $68,791 at the hourly rates and amounts shown in Attachment C. These amounts are included in the FY 22 budget. Recommendation Staff recommends approval of the construction engineering agreement with EEI for the Elizabeth St and Appletree Court watermain project. Memorandum To: City Council From: Bart Olson, City Administrator CC: Date: March 11, 2020 Subject: Elizabeth St and Appletree Court watermain construction engineering agreement Elizabeth Street and Appletree Court Water Main Improvements United City of Yorkville, IL Professional Services Agreement - Construction Engineering THIS AGREEMENT, by and between the United City of Yorkville, hereinafter referred to as the "City" or “OWNER” and Engineering Enterprises, Inc. hereinafter referred to as the "Contractor" or “ENGINEER” agrees as follows: A. Services: ENGINEER agrees to furnish to the City the following services: The ENGINEER shall provide any and all necessary engineering services to the City as indicated on the Scope of Services (Attachment B). Construction engineering will be provided for approximately 1,868 linear feet of 8-inch water main improvements including paving and drainage improvements on Elizabeth Street and Appletree Court (see Attachment E for project limits). Engineering will be in accordance with all City, Standard Specifications for Water and Sewer Construction in Illinois, Illinois Department of Transportation, and Illinois Environmental Protection Agency requirements. B. Term: Services will be provided beginning on the date of execution of this agreement and continuing, until terminated by either party upon 7 days written notice to the non- terminating party or upon completion of the Services. Upon termination the ENGINEER shall be compensated for all work performed for the City prior to termination. C. Compensation and maximum amounts due to ENGINEER: ENGINEER shall receive as compensation for all work and services to be performed herein, an amount based on the Estimate of Level of Effort and Associated Cost included in Attachment C. Construction Engineering will be paid for Hourly (HR) at the actual rates for services to be performed, currently estimated at $68,791. The hourly rates for this project are shown in the attached 2021 Standard Schedule of Charges (Attachment F). All payments will be made according to the Illinois State Prompt Payment Act and not less than once every thirty days. D. Changes in Rates of Compensation: In the event that this contract is designated in Section B hereof as an Ongoing Contract, ENGINEER, on or before February 1st of any given year, shall provide written notice of any change in the rates specified in Section C hereof (or on any attachments hereto) and said changes shall only be effective on and after May 1st of that same year. Elizabeth Street and Appletree Court Water Main Improvements United City of Yorkville Professional Services Agreement Construction Engineering E. Ownership of Records and Documents: ENGINEER agrees that all books and records and other recorded information developed specifically in connection with this agreement shall remain the property of the City. ENGINEER agrees to keep such information confidential and not to disclose or disseminate the information to third parties without the consent of the City. This confidentiality shall not apply to material or information, which would otherwise be subject to public disclosure through the freedom of information act or if already previously disclosed by a third party. Upon termination of this agreement, ENGINEER agrees to return all such materials to the City. The City agrees not to modify any original documents produced by ENGINEER without contractors consent. Modifications of any signed duplicate original document not authorized by ENGINEER will be at OWNER’s sole risk and without legal liability to the ENGINEER. Use of any incomplete, unsigned document will, likewise, be at the OWNER’s sole risk and without legal liability to the ENGINEER. F. Governing Law: This contract shall be governed and construed in accordance with the laws of the State of Illinois. Venue shall be in Kendall County, Illinois. G. Independent Contractor: ENGINEER shall have sole control over the manner and means of providing the work and services performed under this agreement. The City’s relationship to the ENGINEER under this agreement shall be that of an independent contractor. ENGINEER will not be considered an employee to the City for any purpose. H. Certifications: Employment Status: The Contractor certifies that if any of its personnel are an employee of the State of Illinois, they have permission from their employer to perform the service. Anti-Bribery : The Contractor certifies it is not barred under 30 Illinois Compiled Statutes 500/50-5(a) - (d) from contracting as a result of a conviction for or admission of bribery or attempted bribery of an officer or employee of the State of Illinois or any other state. Loan Default: If the Contractor is an individual, the Contractor certifies that he/she is not in default for a period of six months or more in an amount of $600 or more on the repayment of any educational loan guaranteed by the Illinois State Scholarship Commission made by an Illinois institution of higher education or any other loan made from public funds for the purpose of financing higher education (5 ILCS 385/3). Elizabeth Street and Appletree Court Water Main Improvements United City of Yorkville Professional Services Agreement Construction Engineering Felony Certification: The Contractor certifies that it is not barred pursuant to 30 Illinois Compiled Statutes 500/50-10 from conducting business with the State of Illinois or any agency as a result of being convicted of a felony. Barred from Contracting : The Contractor certifies that it has not been barred from contracting as a result of a conviction for bid-rigging or bid rotating under 720 Illinois Compiled Statutes 5/33E or similar law of another state. Drug Free Workplace: The Contractor certifies that it is in compliance with the Drug Free Workplace Act (30 Illinois Compiled Statutes 580) as of the effective date of this contract. The Drug Free Workplace Act requires, in part, that Contractors, with 25 or more employees certify and agree to take steps to ensure a drug free workplace by informing employees of the dangers of drug abuse, of the availability of any treatment or assistance program, of prohibited activities and of sanctions that will be imposed for violations; and that individuals with contracts certify that they will not engage in the manufacture, distribution, dispensation, possession, or use of a controlled substance in the performance of the contract. Non-Discrimination, Certification, and Equal Employment Opportunity : The Contractor agrees to comply with applicable provisions of the Illinois Human Rights Act (775 Illinois Compiled Statutes 5), the U.S. Civil Rights Act, the Americans with Disabilities Act, Section 504 of the U.S. Rehabilitation Act and the rules applicable to each. The equal opportunity clause of Section 750.10 of the Illinois Department of Human Rights Rules is specifically incorporated herein. The Contractor shall comply with Executive Order 11246, entitled Equal Employment Opportunity, as amended by Executive Order 11375, and as supplemented by U.S. Department of Labor regulations (41 C.F.R. Chapter 60). The Contractor agrees to incorporate this clause into all subcontracts under this Contract. International Boycott: The Contractor certifies that neither it nor any substantially owned affiliated company is participating or shall participate in an international boycott in violation of the provisions of the U.S. Export Administration Act of 1979 or the regulations of the U.S. Department of Commerce promulgated under that Act (30 ILCS 582). Record Retention and Audits: If 30 Illinois Compiled Statutes 500/20-65 requires the Contractor (and any subcontractors) to maintain, for a period of 3 years after the later of the date of completion of this Contract or the date of final payment under the Contract, all books and records relating to the performance of the Contract and necessary to support amounts charged to the City under the Contract. The Contract and all books and records related to the Contract shall be available for review and audit by the City and the Illinois Auditor General. If this Contract is funded from contract/grant funds provided by the U.S. Government, the Contract, books, and records shall be available for review and audit by the Comptroller General of the U.S. and/or the Inspector General of the federal Elizabeth Street and Appletree Court Water Main Improvements United City of Yorkville Professional Services Agreement Construction Engineering sponsoring agency. The Contractor agrees to cooperate fully with any audit and to provide full access to all relevant materials. United States Resident Certification: (This certification must be included in all contracts involving personal services by non-resident aliens and foreign entities in accordance with requirements imposed by the Internal Revenue Services for withholding and reporting federal income taxes.) The Contractor certifies that he/she is a: x United States Citizen ___ Resident Alien ___ Non-Resident Alien The Internal Revenue Service requires that taxes be withheld on payments made to non resident aliens for the performance of personal services at the rate of 30%. Tax Payer Certification : Under penalties of perjury, the Contractor certifies that its Federal Tax Payer Identification Number or Social Security Number is (provided separately) and is doing business as a (check one): ___ Individual ___ Real Estate Agent ___ Sole Proprietorship ___ Government Entity ___ Partnership ___ Tax Exempt Organization (IRC 501(a) only) x Corporation ___ Not for Profit Corporation ___ Trust or Estate ___ Medical and Health Care Services Provider Corp. I. Indemnification: ENGINEER shall indemnify and hold harmless the City and City’s agents, servants, and employees against all loss, damage, and expense which it may sustain or for which it will become liable on account of injury to or death of persons, or on account of damage to or destruction of property resulting from the performance of work under this agreement by ENGINEER or its Subcontractors, or due to or arising in any manner from the wrongful act or negligence of ENGINEER or its Subcontractors of any employee of any of them. In the event that the either party shall bring any suit, cause of action or counterclaim against the other party, the non-prevailing party shall pay to the prevailing party the cost and expenses incurred to answer and/or defend such action, including reasonable attorney fees and court costs. In no event shall the either party indemnify any other party for the consequences of that party’s negligence, including failure to follow the ENGINEER’s recommendations. J. Insurance : The ENGINEER agrees that it has either attached a copy of all required insurance certificates or that said insurance is not required due to the nature and extent of the types of services rendered hereunder. (Not applicable as having been previously supplied) K. Additional Terms or Modification: The terms of this agreement shall be further modified as provided on the attachments. Except for those terms included on the attachments, no additional terms are included as a part of this agreement. All prior understandings and agreements between the parties are merged into this agreement, and this agreement may not be modified orally or in any Elizabeth Street and Appletree Court Water Main Improvements United City of Yorkville Professional Services Agreement Construction Engineering manner other than by an agreement in writing signed by both parties. In the event that any provisions of this agreement shall be held to be invalid or unenforceable, the remaining provisions shall be valid and binding on the parties. The list of attachments are as follows: Attachment A: Standard Terms and Conditions Attachment B: Scope of Services Attachment C: Estimate of Level of Effort and Associated Cost Attachment D: Anticipated Project Schedule Attachment E: Location Map Attachment F: 2021 Standard Schedule of Charges L. Notices: All notices required to be given under the terms of this agreement shall be given mail, addressed to the parties as follows: For the City: For the ENGINEER: City Administrator and City Clerk Engineering Enterprises, Inc. United City of Yorkville 52 Wheeler Road 800 Game Farm Road Sugar Grove Illinois 60554 Yorkville, IL 60560 Either of the parties may designate in writing from time to time substitute addresses or persons in connection with required notices. Agreed to this _____day of __________________, 2021. United City of Yorkville: Engineering Enterprises, Inc.: _________________________________ ________________________________ John Purcell Brad Sanderson, P.E. Mayor Chief Operating Officer / President _________________________________ ________________________________ Lisa Pickering Angie Smith City Clerk Executive Assistant ATTACHMENT A STANDARD TERMS AND CONDITIONS Agreement: These Standard Terms and Conditions, together with the Professional Services Agreement, constitute the entire integrated agreement between the OWNER and Engineering Enterprises, Inc. (EEI) (hereinafter “Agreement”), and take precedence over any other provisions between the Parties. These terms may be amended, but only if both parties consent in writing. Standard of Care: In providing services under this Agreement, the ENGINEER will endeavor to perform in a matter consistent with that degree of care and skill ordinarily exercised by members of the same profession currently practicing under same circumstances in the same locality. ENGINEER makes no other warranties, express or implied, written or oral under this Agreement or otherwise, in connection with ENGINEER’S service. Construction Engineering and Inspection: The ENGINEER shall not supervise, direct, control, or have authority over any contractor work, nor have authority over or be responsible for the means, methods, techniques sequences, or procedures of construction selected or used by any contractor, or the safety precautions and programs incident thereto, for security or safety of the site, nor for any failure of a contractor to comply with laws and regulations applicable to such contractor’s furnishing and performing of its work. The ENGINEER neither guarantees the performance of any contractor nor assumes responsibility for contractor’s failure to furnish and perform the work in accordance with the contract documents. The ENGINEER is not responsible for the acts or omissions of any contractor, subcontractor, or supplies, or any of their agents or employees or any other person at the site or otherwise furnishing or performing any work. Shop drawing and submittal review by the ENGINEER shall apply to only the items in the submissions and only for the purpose of assessing if upon installation or incorporation in the project work they are generally consistent with the construction documents. OWNER agrees that the contractor is solely responsible for the submissions and for compliance with the construction documents. OWNER further agrees that the ENGINEER’S review and action in relation to these submissions shall not constitute the provision of means, methods, techniques, sequencing or procedures of construction or extend or safety programs or precautions. The ENGINEER’S consideration of a component does not constitute acceptance of the assembled items. The ENGINEER’S site observation during construction shall be at the times agreed upon in the Project Scope. Through standard, reasonable means the ENGINEER will become generally familiar with observable completed work. If the ENGINEER observes completed work that is inconsistent with the construction documents, that information shall be communicated to the contractor and OWNER for them to address.     Opinion of Probable Construction Costs: ENGINEER’S opinion of probable construction costs represents ENGINEER’S best and reasonable judgment as a professional engineer. OWNER acknowledges that ENGINEER has no control over construction costs of contractor’s methods of determining pricing, or over competitive bidding by contractors, or of market conditions or changes thereto. ENGINEER cannot and does not guarantee that proposals, bids or actual construction costs will not vary from ENGINEER’S opinion of probable construction costs. Copies of Documents & Electronic Compatibility: Copies of Documents that may be relied upon by OWNER are limited to the printed copies (also known as hard copies) that are signed or sealed by the ENGINEER. Files in electronic media format of text, data, graphics, or of other types that are furnished by ENGINEER to OWNER are only for convenience of OWNER. Any conclusion or information obtained or derived from such electronic files will be at the user's sole risk. When transferring documents in electronic media format, ENGINEER makes no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by ENGINEER at the beginning of the project. Changed Conditions: If, during the term of this Agreement, circumstances or conditions that were not originally contemplated by or known to the ENGINEER are revealed, to the extent that they affect the scope of services, compensation, schedule, allocation of risks, or other material terms of this Agreement, the ENGINEER may call for renegotiation of appropriate portions of this Agreement. The ENGINEER shall notify the OWNER of the changed conditions necessitating renegotiation, and the ENGINEER and the OWNER shall promptly and in good faith enter into renegotiation of this Agreement to address the changed conditions. If terms cannot be agreed to, the parties agree that either party has the absolute right to terminate this Agreement, in accordance with the termination provision hereof. Hazardous Conditions: OWNER represents to ENGINEER that to the best of its knowledge no Hazardous Conditions (environmental or otherwise) exist on the project site. If a Hazardous Condition is encountered or alleged, ENGINEER shall have the obligation to notify OWNER and, to the extent of applicable Laws and Regulations, appropriate governmental officials. It is acknowledged by both parties that ENGINEER's scope of services does not include any services related to a Hazardous Condition. In the event ENGINEER or any other party encounters a Hazardous Condition, ENGINEER may, at its option and without liability for consequential or any other damages, suspend performance of services on the portion of the project affected thereby until OWNER: (i) retains appropriate specialist consultant(s) or contractor(s) to identify and, as appropriate, abate, remediate, or remove the Hazardous Condition; and (ii) warrants that the project site is in full compliance with applicable Laws and Regulations. Consequential Damages: Notwithstanding any other provision of this Agreement, and to the fullest extent permitted by law, neither the OWNER nor the ENGINEER, their respective officers, directors, partners, employees, contractors, or subcontractors shall be liable to the other or shall make any claim for any incidental, indirect, or consequential damages arising out of or     connected in any way to the Project or to this Agreement. This mutual waiver of consequential damages shall include, but is not limited to, loss of use, loss of profit, loss of business, loss of income, loss of reputation, or any other consequential damages that either party may have incurred from any cause of action including negligence, strict liability, breach of contract, and breach of strict or implied warranty. Both the OWNER and the ENGINEER shall require similar waivers of consequential damages protecting all the entities or persons named herein in all contracts and subcontracts with others involved in this project. Termination: This Agreement may be terminated for convenience, without cause, upon fourteen (14) days written notice of either party. In the event of termination, the ENGINEER shall prepare a final invoice and be due compensation as set forth in the Professional Services Agreement for all costs incurred through the date of termination. Either party may terminate this Agreement for cause upon giving the other party not less than seven (7) calendar days’ written notice for the following reasons: (a) Substantial failure by the other party to comply with or perform in accordance with the terms of the Agreement and through no fault of the terminating party; (b) Assignment of the Agreement or transfer of the project without the prior written consent of the other party; (c) Suspension of the project or the ENGINEER’S services by the OWNER for a period of greater than ninety (90) calendar days, consecutive or in the aggregate. (d) Material changes in the conditions under which this Agreement was entered into, the scope of services or the nature of the project, and the failure of the parties to reach agreement on the compensation and schedule adjustments necessitated by such changes. Third Party Beneficiaries: Nothing contained in this Agreement shall create a contractual relationship with or a cause of action in favor of a third party against either the OWNER or the ENGINEER. The ENGINEER’S services under this Agreement are being performed solely and exclusively for the OWNER’S benefit, and no other party or entity shall have any claim against the ENGINEER because of this Agreement or the performance or nonperformance of services hereunder. The OWNER and ENGINEER agree to require a similar provision in all contracts with contractors, subcontractors, vendors and other entities involved in this Project to carry out the intent of this provision. Force Majeure: Each Party shall be excused from the performance of its obligations under this Agreement to the extent that such performance is prevented by force majeure (defined below) and the nonperforming party promptly provides notice of such prevention to the other party. Such excuse shall be continued so long as the condition constituting force majeure continues. The party affected by such force majeure also shall notify the other party of the anticipated duration of such force majeure, any actions being taken to avoid or minimize its effect after such occurrence, and shall take reasonable efforts to remove the condition constituting such force majeure. For purposes of this Agreement, “force majeure” shall include     conditions beyond the control of the parties, including an act of God, acts of terrorism, voluntary or involuntary compliance with any regulation, law or order of any government, war, acts of war (whether war be declared or not), labor strike or lock-out, civil commotion, epidemic, failure or default of public utilities or common carriers, destruction of production facilities or materials by fire, earthquake, storm or like catastrophe. The payment of invoices due and owing hereunder shall in no event be delayed by the payer because of a force majeure affecting the payer. Additional Terms or Modification: All prior understandings and agreements between the parties are merged into this Agreement, and this Agreement may not be modified orally or in any manner other than by an Agreement in writing signed by both parties. In the event that any provisions of this Agreement shall be held to be invalid or unenforceable, the remaining provisions shall be valid and binding on the parties. Assignment: Neither party to this Agreement shall transfer or assign any rights or duties under or interest in this Agreement without the prior written consent of the other party. Subcontracting normally contemplated by the ENGINEER shall not be considered an assignment for purposes of this Agreement. Waiver: A party’s waiver of, or the failure or delay in enforcing any provision of this Agreement shall not constitute a waiver of the provision, nor shall it affect the enforceability of that provision or of the remainder of this Agreement. Attorney’s Fees: In the event of any action or proceeding brought by either party against the other under this Agreement, the prevailing party shall be entitled to recover from the other all costs and expenses including without limitation the reasonable fees of its attorneys in such action or proceeding, including costs of appeal, if any, in such amount as the Court may adjudge reasonable. Headings: The headings used in this Agreement are inserted only as a matter of convenience only, and in no way define, limit, enlarge, modify, explain or define the text thereof nor affect the construction or interpretation of this Agreement. Attachment B – Scope of Services Elizabeth Street and Appletree Court Water Main Improvements United City of Yorkville, IL The United City of Yorkville intends to install approximately 1,868 of 8-inch water main and related appurtenances including paving and drainage improvements on Elizabeth Street and Appletree Court. Our proposed cope of services for Construction Engineering will include the following: 3.1 Construction Administration • Prepare for, Attend and Facilitate the Preconstruction Meeting with the Contractor Including Preparation of Meeting Minutes • Shop Drawing Review • Prepare and Handout Construction Notice Flyers to Residents Including Temporary Water Loss Notices • Coordinate with City Services (Garbage, Mail, Etc.) • Review Engineering Plans, Specifications and Prepare Field Book • Prepare Pay Estimates and Change Orders • Gather Invoices and Waivers of Lien • Provide Weekly Updates to City or as Required Based on Onsite Activities 3.2 Construction Layout and Record Drawings • Stake Proposed Water Main and Storm Sewer • Perform Post Construction Field Survey for Record Drawings • Prepare and Review Record Drawings 3.3 Construction Observation and Documentation • Review Staked Water Main and Storm Sewer Layout • Take Pre-Construction Videos and Photos of Pre-Existing Conditions • Provide Resident Engineering Services for Construction • Coordinate Any Required Testing on Behalf of the City and Review Test Reports • Provide Quantity Tracking, Documentation and Daily Field Reports • Perform Punch Walks, Prepare Punch List Letters and Provide Follow Up Inspections and Recommend Acceptance When Appropriate (2 Each) • Prepare Project Closeout Paperwork The following scope of services will be provided by EEI’s Subconsultant: • Rubino Engineering – Geotechnical Testing for Quality Assurance The above scope for “Elizabeth Street and Appletree Court Water Main Improvements” summarizes the work items that will be completed for this contract. Additional work items, including additional meetings beyond the meetings defined in the above scope shall be considered outside the scope of base contract and will be billed in accordance with the Standard Schedule of Charges. ENTITY:ADMIN.WORK PRINCIPAL SENIOR SENIOR SENIOR SENIOR ITEM COST WORK IN PROJECT PROJECT PROJECT PROJECT PROJECT PROJECT CAD PROJECT HOUR PER ITEM CHARGE MANAGER ENGINEER ENGINEER MANAGER MANAGER TECHNICIAN MANAGER TECHNICIAN I ADMIN.SUMM.ITEM NO.WORK ITEM HOURLY RATE:$217 $212 $162 $147 $206 $185 $158 $158 $147 $70 CONSTRUCTION ENGINEERING 3.1 Contract Administration 6 13 9 31 - - - - - - 59 10,073$ 3.2 Construction Layout and Record Drawings - 1 2 - - 4 43 - - - 50 8,070$ 3.3 Observation and Documentation - 4 24 296 - - - - - - 324 48,248$ Construction Engineering Subtotal:6 18 35 327 - 4 43 - - - 433 66,391$ PROJECT TOTAL:6 18 35 327 - 4 43 - - - 433 66,391 Printing =-$ 58,857$ Mileage =300$ 7,534$ Material Testing = 2,100$ -$ -$ -$ DIRECT EXPENSES =2,400$ 66,391$ 68,791$ G:\Public\Yorkville\2020\YO2007-P Appletree Court Watermain Replacement\PSA\Construction\[04. Attachment C - Level of Effort - Phase III.xlsx]Fee Summary March 9, 2021 ESTIMATE OF LEVEL OF EFFORT AND ASSOCIATED COST FOR PROFESSIONAL ENGINEERING SERVICES FOR ATTACHMENT C ELIZABETH STREET AND APPLETREE COURT WATER MAIN IMPROVEMENTSUnited City of Yorkville, IL PROJECT ROLE: Surveying Expenses = Drafting Expenses = Administrative Expenses = TOTAL LABOR EXPENSES = TOTAL EXPENSES = ENGINEERING SURVEYING DRAFTING Engineering Expenses = DIRECT EXPENSES LABOR SUMMARY Environmental Assessment = WORKYear:ITEMMonth:NO. WORK ITEM Week Starting:12341234123412341234123412341234CONSTRUCTION ENGINEERING3.1 Contract Administration3.2 Construction Layout and Record Drawings3.3 Observation and DocumentationG:\Public\Yorkville\2020\YO2007-P Appletree Court Watermain Replacement\PSA\Construction\[05. Attachment D - Project Schedule.xls]Schedule - March LettingProject Management & QC/QA PermittingMeeting(s) Bidding and ContractingDesign ConstructionAnticipated Schedule:Pre Construction Meeting 6/15/2021Construction Start 6/28/2021Completion Date 9/30/2021ATTACHMENT DANTICIPATED PROJECT SCHEDULEELIZABETH STREET AND APPLETREE COURT WATER MAIN IMPROVEMENTSUNITED CITY OF YORKVILLE, ILMarch 9, 2021July August September2021LegendMarch April May June October GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GFGF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF GF !( !( !( !( !( !( !( !( !( !( !( !( !( !(!(!(!(!( !(!( !( !( !(!( !( !( !(!( !( !( !(!( !( !(!(!( !( !( !( !( !( !( !( !( !( !( !( !(S Bridge StBlaine St Elizabeth St Walsh DrS Main StE Barberry CirColonial Pkwy Sch o o l h o u s e R d GF GF GF GF GF GF GF GFGF GF GF GF GF GF GF GF GFGF GF GFGF GF GF GF GF !(!( !(!(!( !( !( !(!( !( !( !( !(!( !( !( !(!(!( !(!( !( !( !( !( !( !( !( !( !( !( !(N Bridge StAppletree Ct Engineering Enterprises, Inc.52 Wheeler RoadSugar 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 ATTACHEMENT E - LOCATION MAP www.eeiweb.com DATE: PROJECT NO.: FILE: PATH: BY: FEBRUARY 2021 YO2007 YO1907_Appletree Ct Water Main.MXD H:\GIS\PUBLIC\YORKVILLE\2020\ MJT ³ 200 0 200100 Feet ATTACHMENT F 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 Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number New Business #7 Tracking Number PW 2021-14 Kennedy Road and Mill Road Intersection Improvements Engineering Agreement Public Works Committee – March 16, 2021 Majority Approval Bart Olson Administration Name Department Summary Approval of a design engineering agreement with EEI for the Kennedy and Mill Road intersection. Background The City Council last discussed the Mill Road project at the February 23rd meeting, when bids for the construction of Mill Road east of the intersection of Mill and Kennedy all the way to the eastern city limits was discussed. Because these bids were significantly under budget, the City Council briefly discussed the completion of the final leg of Mill Road. This intersection design was held back by City Council in 2019 while the County debated the intersection design of Galena and Kennedy, for which they have already moved forward with a traditional traffic signal and intersection. With that design finalized, the City can move forward with the design of the Mill Rd and Kennedy Road intersection. Accordingly, EEI has submitted an engineering agreement for our consideration for design engineering. Construction engineering contracts would be submitted at a later date, likely after bidding for the project has occurred. The attached contract contains a $51,383 fixed fee amount plus an estimated $6,210 subconsultant cost. These amounts are included in the FY 22 budget. Recommendation Staff recommends approval of the design engineering agreement with EEI for the Kennedy and Mill Road intersection. Memorandum To: City Council From: Bart Olson, City Administrator CC: Date: March 11, 2020 Subject: Kennedy and Mill Road intersection design engineering contract At Agreement for Professional Services Kennedy Road and Mill Road Intersection Improvements United City of Yorkville, IL THIS AGREEMENT, by and between the United City of Yorkville, hereinafter referred to as the "City" or “OWNER” and Engineering Enterprises, Inc. hereinafter referred to as the "Contractor" or “ENGINEER” agrees as follows: A. Services: The Engineer shall furnish the necessary personnel, materials, equipment and expertise to make the necessary investigations, analysis and calculations along with exhibits, cost estimates and narrative, to complete all necessary engineering services to the City as indicated on the included Attachment B. Services shall include Preliminary and Design engineering for the roadway improvements at the intersection of Kennedy Road and Mill Road, as shown on Attachment E. All engineering will be performed in accordance to all City and Illinois Department of Transportation requirements. B. Term: Services will be provided beginning on the date of execution of this agreement and continuing, until terminated by either party upon 7 days written notice to the non- terminating party or upon completion of the Services. Upon termination the Contractor shall be compensated for all work performed for the City prior to termination. C. Compensation and maximum amounts due to Contractor: ENGINEER shall receive as compensation for all work and services to be performed herein, an amount based on the Estimated Level of Effort and Associated Cost included in Attachment C. Preliminary and Design Engineering will be paid for monthly based on the percentage of the project that is complete. The Fixed Fee amount for the Preliminary and Design Engineering for the project is $51,383. The hourly rates for this project are shown in Attachment F. All payments will be made according to the Illinois State Prompt Payment Act and not less than once every thirty days. For outside services provided by other firms or subconsultants, the City shall pay the ENGINEER the invoiced fee to the ENGINEER, plus 10%. Such outside services include, but are not limited to services to be provided by Rubino Engineering, Inc. Direct Expenses are estimated to be $6,210. D. Changes in Rates of Compensation: In the event that this contract extends beyond December 31, 2021, the contractor shall provide written notice of any change in the rates specified in Section C hereof (or on any attachments hereto) and said changes shall only be effective on and after January 1 st of 2022. In the event that any rate changes do occur, the new effective rates will not affect the established hourly not-to-exceed rate. E. Ownership of Records and Documents: Contractor agrees that all books and records and other recorded information developed specifically in connection with this agreement shall remain the property of the City. Contractor agrees to keep such information confidential and not to disclose or disseminate the information to third parties without the consent of the City. This confidentiality shall not apply to material or information, which would otherwise be subject to public disclosure through the freedom of information act or if already previously disclosed by a third party. Upon termination of this agreement, Contractor agrees to return all such materials to the City. The City agrees not to modify any original documents produced by Contractor without contractors consent. Modifications of any signed duplicate original document not authorized by ENGINEER will be at OWNER’s sole risk and without legal liability to the ENGINEER. Use of any incomplete, unsigned document will, likewise, be at the OWNER’s sole risk and without legal liability to the ENGINEER. F. Governing Law: This contract shall be governed and construed in accordance with the laws of the State of Illinois. Venue shall be in Kendall County, Illinois. G. Independent Contractor: Contractor shall have sole control over the manner and means of providing the work and services performed under this agreement. The City’s relationship to the Contractor under this agreement shall be that of an independent contractor. Contractor will not be considered an employee to the City for any purpose. H. Certifications: Employment Status: The Contractor certifies that if any of its personnel are an employee of the State of Illinois, they have permission from their employer to perform the service. Anti-Bribery: The Contractor certifies it is not barred under 30 Illinois Compiled Statutes 500/50-5(a) - (d) from contracting as a result of a conviction for or admission of bribery or attempted bribery of an officer or employee of the State of Illinois or any other state. Loan Default: If the Contractor is an individual, the Contractor certifies that he/she is not in default for a period of six months or more in an amount of $600 or more on the repayment of any educational loan guaranteed by the Illinois State Scholarship Commission made by an Illinois institution of higher education or any other loan made from public funds for the purpose of financing higher education (5 ILCS 385/3). Felony Certification: The Contractor certifies that it is not barred pursuant to 30 Illinois Compiled Statutes 500/50-10 from conducting business with the State of Illinois or any agency as a result of being convicted of a felony. Barred from Contracting: The Contractor certifies that it has not been barred from contracting as a result of a conviction for bid-rigging or bid rotating under 720 Illinois Compiled Statutes 5/33E or similar law of another state. Drug Free Workplace: The Contractor certifies that it is in compliance with the Drug Free Workplace Act (30 Illinois Compiled Statutes 580) as of the effective date of this contract. The Drug Free Workplace Act requires, in part, that Contractors, with 25 or more employees certify and agree to take steps to ensure a drug free workplace by informing employees of the dangers of drug abuse, of the availability of any treatment or assistance program, of prohibited activities and of sanctions that will be imposed for violations; and that individuals with contracts certify that they will not engage in the manufacture, distribution, dispensation, possession, or use of a controlled substance in the performance of the contract. Non-Discrimination, Certification, and Equal Employment Opportunity: The Contractor agrees to comply with applicable provisions of the Illinois Human Rights Act (775 Illinois Compiled Statutes 5), the U.S. Civil Rights Act, the Americans with Disabilities Act, Section 504 of the U.S. Rehabilitation Act and the rules applicable to each. The equal opportunity clause of Section 750.10 of the Illinois Department of Human Rights Rules is specifically incorporated herein. The Contractor shall comply with Executive Order 11246, entitled Equal Employment Opportunity, as amended by Executive Order 11375, and as supplemented by U.S. Department of Labor regulations (41 C.F.R. Chapter 60). The Contractor agrees to incorporate this clause into all subcontracts under this Contract. International Boycott: The Contractor certifies that neither it nor any substantially owned affiliated company is participating or shall participate in an international boycott in violation of the provisions of the U.S. Export Administration Act of 1979 or the regulations of the U.S. Department of Commerce promulgated under that Act (30 ILCS 582). Record Retention and Audits: If 30 Illinois Compiled Statutes 500/20-65 requires the Contractor (and any subcontractors) to maintain, for a period of 3 years after the later of the date of completion of this Contract or the date of final payment under the Contract, all books and records relating to the performance of the Contract and necessary to support amounts charged to the City under the Contract. The Contract and all books and records related to the Contract shall be available for review and audit by the City and the Illinois Auditor General. If this Contract is funded from contract/grant funds provided by the U.S. Government, the Contract, books, and records shall be available for review and audit by the Comptroller General of the U.S. and/or the Inspector General of the federal sponsoring agency. The Contractor agrees to cooperate fully with any audit and to provide full access to all relevant materials. United States Resident Certification: (This certification must be included in all contracts involving personal services by non-resident aliens and foreign entities in accordance with requirements imposed by the Internal Revenue Services for withholding and reporting federal income taxes.) The Contractor certifies that he/she is a: x United States Citizen ___ Resident Alien ___ Non-Resident Alien The Internal Revenue Service requires that taxes be withheld on payments made to non resident aliens for the performance of personal services at the rate of 30%. Tax Payer Certification : Under penalties of perjury, the Contractor certifies that its Federal Tax Payer Identification Number or Social Security Number is (provided separately) and is doing business as a (check one): ___ Individual ___ Real Estate Agent ___ Sole Proprietorship ___ Government Entity ___ Partnership ___ Tax Exempt Organization (IRC 501(a) only) x Corporation ___ Not for Profit Corporation ___ Trust or Estate ___ Medical and Health Care Services Provider Corp. I. Indemnification: Contractor shall indemnify and hold harmless the City and City’s agents, servants, and employees against all loss, damage, and expense which it may sustain or for which it will become liable on account of injury to or death of persons, or on account of damage to or destruction of property resulting from the performance of work under this agreement by Contractor or its Subcontractors, or due to or arising in any manner from the wrongful act or negligence of Contractor or its Subcontractors of any employee of any of them. In the event that the either party shall bring any suit, cause of action or counterclaim against the other party, the non-prevailing party shall pay to the prevailing party the cost and expenses incurred to answer and/or defend such action, including reasonable attorney fees and court costs. In no event shall the either party indemnify any other party for the consequences of that party’s negligence, including failure to follow the ENGINEER’s recommendations. J. Insurance: The ENGINEER agrees that it has either attached a copy of all required insurance certificates or that said insurance is not required due to the nature and extent of the types of services rendered hereunder. (Not applicable as having been previously supplied) K. Additional Terms or Modification: The terms of this agreement shall be further modified as provided on the attached Exhibits. Except for those terms included on the Exhibits, no additional terms are included as a part of this agreement. All prior understandings and agreements between the parties are merged into this agreement, and this agreement may not be modified orally or in any manner other than by an agreement in writing signed by both parties. In the event that any provisions of this agreement shall be held to be invalid or unenforceable, the remaining provisions shall be valid and binding on the parties. The list of Attachments are as follows: Attachment A: Standard Terms and Conditions Attachment B: Scope of Services Attachment C: Estimated Level of Effort and Associated Cost Attachment D: Anticipated Project Schedule Attachment E : Location Map Attachment F: 2019 Standard Schedule of Charges L. Notices: All notices required to be given under the terms of this agreement shall be given mail, addressed to the parties as follows: For the City: For the ENGINEER: City Administrator and City Clerk Engineering Enterprises, Inc. United City of Yorkville 52 Wheeler Road 800 Game Farm Road Sugar Grove Illinois 60554 Yorkville, IL 60115 Either of the parties may designate in writing from time to time substitute addresses or persons in connection with required notices. Agreed to this ___day of _________, 2021. United City of Yorkville: Engineering Enterprises, Inc.: _________________________________ ________________________________ John Purcell Brad Sanderson, P.E. Mayor Chief Operating Officer/President _________________________________ ________________________________ Lisa Pickering Joseph W. Cwynar, P.E. City Clerk Senior Project Manager STANDARD TERMS AND CONDITIONS Agreement: These Standard Terms and Conditions, together with the Professional Services Agreement, constitute the entire integrated agreement between the OWNER and Engineering Enterprises, Inc. (EEI) (hereinafter “Agreement”), and take precedence over any other provisions between the Parties. These terms may be amended, but only if both parties consent in writing. Standard of Care: In providing services under this Agreement, the ENGINEER will endeavor to perform in a matter consistent with that degree of care and skill ordinarily exercised by members of the same profession currently practicing under same circumstances in the same locality. ENGINEER makes no other warranties, express or implied, written or oral under this Agreement or otherwise, in connection with ENGINEER’S service. Construction Engineering and Inspection: The ENGINEER shall not supervise, direct, control, or have authority over any contractor work, nor have authority over or be responsible for the means, methods, techniques sequences, or procedures of construction selected or used by any contractor, or the safety precautions and programs incident thereto, for security or safety of the site, nor for any failure of a contractor to comply with laws and regulations applicable to such contractor’s furnishing and performing of its work. The ENGINEER neither guarantees the performance of any contractor nor assumes responsibility for contractor’s failure to furnish and perform the work in accordance with the contract documents. The ENGINEER is not responsible for the acts or omissions of any contractor, subcontractor, or supplies, or any of their agents or employees or any other person at the site or otherwise furnishing or performing any work. Shop drawing and submittal review by the ENGINEER shall apply to only the items in the submissions and only for the purpose of assessing if upon installation or incorporation in the project work they are generally consistent with the construction documents.  OWNER agrees that the contractor is solely responsible for the submissions and for compliance with the construction documents.  OWNER further agrees that the ENGINEER’S review and action in relation to these submissions shall not constitute the provision of means, methods, techniques, sequencing or procedures of construction or extend or safety programs or precautions.  The ENGINEER’S consideration of a component does not constitute acceptance of the assembled items. The ENGINEER’S site observation during construction shall be at the times agreed upon in the Project Scope.  Through standard, reasonable means the ENGINEER will become generally familiar with observable completed work.  If the ENGINEER observes completed work that is inconsistent with the construction documents, that information shall be communicated to the contractor and OWNER for them to address. Attachment A Opinion of Probable Construction Costs: ENGINEER’S opinion of probable construction costs represents ENGINEER’S best and reasonable judgment as a professional engineer. OWNER acknowledges that ENGINEER has no control over construction costs of contractor’s methods of determining pricing, or over competitive bidding by contractors, or of market conditions or changes thereto. ENGINEER cannot and does not guarantee that proposals, bids or actual construction costs will not vary from ENGINEER’S opinion of probable construction costs. Copies of Documents & Electronic Compatibility: Copies of Documents that may be relied upon by OWNER are limited to the printed copies (also known as hard copies) that are signed or sealed by the ENGINEER. Files in electronic media format of text, data, graphics, or of other types that are furnished by ENGINEER to OWNER are only for convenience of OWNER. Any conclusion or information obtained or derived from such electronic files will be at the user's sole risk. When transferring documents in electronic media format, ENGINEER makes no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by ENGINEER at the beginning of the project. Changed Conditions: If, during the term of this Agreement, circumstances or conditions that were not originally contemplated by or known to the ENGINEER are revealed, to the extent that they affect the scope of services, compensation, schedule, allocation of risks, or other material terms of this Agreement, the ENGINEER may call for renegotiation of appropriate portions of this Agreement. The ENGINEER shall notify the OWNER of the changed conditions necessitating renegotiation, and the ENGINEER and the OWNER shall promptly and in good faith enter into renegotiation of this Agreement to address the changed conditions. If terms cannot be agreed to, the parties agree that either party has the absolute right to terminate this Agreement, in accordance with the termination provision hereof. Hazardous Conditions: OWNER represents to ENGINEER that to the best of its knowledge no Hazardous Conditions (environmental or otherwise) exist on the project site. If a Hazardous Condition is encountered or alleged, ENGINEER shall have the obligation to notify OWNER and, to the extent of applicable Laws and Regulations, appropriate governmental officials. It is acknowledged by both parties that ENGINEER's scope of services does not include any services related to a Hazardous Condition. In the event ENGINEER or any other party encounters a Hazardous Condition, ENGINEER may, at its option and without liability for consequential or any other damages, suspend performance of services on the portion of the project affected thereby until OWNER: (i) retains appropriate specialist consultant(s) or contractor(s) to identify and, as appropriate, abate, remediate, or remove the Hazardous Condition; and (ii) warrants that the project site is in full compliance with applicable Laws and Regulations. Consequential Damages: Notwithstanding any other provision of this Agreement, and to the fullest extent permitted by law, neither the OWNER nor the ENGINEER, their respective officers, directors, partners, employees, contractors, or subcontractors shall be liable to the other or shall make any claim for any incidental, indirect, or consequential damages arising out of or connected in any way to the Project or to this Agreement. This mutual waiver of consequential damages shall include, but is not limited to, loss of use, loss of profit, loss of business, loss of income, loss of reputation, or any other consequential damages that either party may have incurred from any cause of action including negligence, strict liability, breach of contract, and breach of strict or implied warranty. Both the OWNER and the ENGINEER shall require similar waivers of consequential damages protecting all the entities or persons named herein in all contracts and subcontracts with others involved in this project. Termination: This Agreement may be terminated for convenience, without cause, upon seven (7) days written notice of either party. In the event of termination, the ENGINEER shall prepare a final invoice and be due compensation as set forth in the Professional Services Agreement for all costs incurred through the date of termination. Either party may terminate this Agreement for cause upon giving the other party not less than seven (7) calendar days’ written notice for the following reasons: (a) Substantial failure by the other party to comply with or perform in accordance with the terms of the Agreement and through no fault of the terminating party; (b) Assignment of the Agreement or transfer of the project without the prior written consent of the other party; (c) Suspension of the project or the ENGINEER’S services by the OWNER for a period of greater than ninety (90) calendar days, consecutive or in the aggregate. (d) Material changes in the conditions under which this Agreement was entered into, the scope of services or the nature of the project, and the failure of the parties to reach agreement on the compensation and schedule adjustments necessitated by such changes. Payment of Invoices: Invoices are due and payable within 30 days of receipt unless otherwise agreed to in writing. Third Party Beneficiaries: Nothing contained in this Agreement shall create a contractual relationship with or a cause of action in favor of a third party against either the OWNER or the ENGINEER. The ENGINEER’S services under this Agreement are being performed solely and exclusively for the OWNER’S benefit, and no other party or entity shall have any claim against the ENGINEER because of this Agreement or the performance or nonperformance of services hereunder. The OWNER and ENGINEER agree to require a similar provision in all contracts with contractors, subcontractors, vendors and other entities involved in this Project to carry out the intent of this provision. Force Majeure: Each Party shall be excused from the performance of its obligations under this Agreement to the extent that such performance is prevented by force majeure (defined below) and the nonperforming party promptly provides notice of such prevention to the other party. Such excuse shall be continued so long as the condition constituting force majeure continues. The party affected by such force majeure also shall notify the other party of the anticipated duration of such force majeure, any actions being taken to avoid or minimize its effect after such occurrence, and shall take reasonable efforts to remove the condition constituting such force majeure. For purposes of this Agreement, “force majeure” shall include conditions beyond the control of the parties, including an act of God, acts of terrorism, voluntary or involuntary compliance with any regulation, law or order of any government, war, acts of war (whether war be declared or not), labor strike or lock-out, civil commotion, epidemic, failure or default of public utilities or common carriers, destruction of production facilities or materials by fire, earthquake, storm or like catastrophe. The payment of invoices due and owing hereunder shall in no event be delayed by the payer because of a force majeure affecting the payer. Additional Terms or Modification: All prior understandings and agreements between the parties are merged into this Agreement, and this Agreement may not be modified orally or in any manner other than by an Agreement in writing signed by both parties. In the event that any provisions of this Agreement shall be held to be invalid or unenforceable, the remaining provisions shall be valid and binding on the parties. Assignment: Neither party to this Agreement shall transfer or assign any rights or duties under or interest in this Agreement without the prior written consent of the other party. Subcontracting normally contemplated by the ENGINEER shall not be considered an assignment for purposes of this Agreement. Waiver: A party’s waiver of, or the failure or delay in enforcing any provision of this Agreement shall not constitute a waiver of the provision, nor shall it affect the enforceability of that provision or of the remainder of this Agreement. Attorney’s Fees: In the event of any action or proceeding brought by either party against the other under this Agreement, the prevailing party shall be entitled to recover from the other all costs and expenses including without limitation the reasonable fees of its attorneys in such action or proceeding, including costs of appeal, if any, in such amount as the Court may adjudge reasonable. Headings: The headings used in this Agreement are inserted only as a matter of convenience only, and in no way define, limit, enlarge, modify, explain or define the text thereof nor affect the construction or interpretation of this Agreement. Kennedy Road and Mill Road Intersection Improvements United City of Yorkville, IL Professional Services Agreement – Preliminary and Design Engineering Attachment B – Scope of Services Preliminary Engineering  Project Management, Coordination, Meetings, and QC/QA o Project Kickoff Meeting  Establish lines of communication.  Present a work plan for the project including schedule milestones, design criteria and a list of information needed from the City to begin design.  Acquire existing information from the City including previous reports, plans of recent development and relevant site information o Coordination o Project Management o Project Scheduling (See Attachment D for anticipated project schedule)  Survey and Data Collection o Perform Topographic Survey along Kennedy Road and Mill Road. o Obtain, review and inventory roadway, right-of-way, ownership, soil data, etc.  Geotechnical Investigation o Coordinate locations and work to obtain soil boring/pavement cores o Perform soil borings/pavement cores for pavement design and grading (Rubino) o Prepare Geotechnical Report (Rubino)  Pavement Design o Review Geotechnical Report to determine optimal pavement section and potential areas of concern. o Perform Pavement Design  EcoCAT Submittal and CCDD o Perform EcoCAT Submittal o CCDD and 662 and 663 Forms (Rubino)  Utility Coordination o Previous J.U.L.I.E. design ticket was performed as part of the Mill Road Reconstruction project. o Review and inventory existing utility information to identify potential conflicts o Coordination with all public utilities Design Engineering:  Project Management, Coordination, Meetings, and QC/QA o Project Comment Review Meetings (1 meeting at prefinal plans) o Project Management o Project Scheduling o QC/QA will be performed throughout the project  Prefinal Plans, Specifications and Cost Estimates o Coordinate documentation for CCDD Management of soils. o Coordinate with City Staff the final scope of improvements o Develop prefinal plans including the following:  Title Sheet  General Notes  Summary of Quantities Kennedy Road and Mill Road Intersection Improvements United City of Yorkville Professional Services Agreement Design Engineering - Scope of Services  Existing and Proposed Typical Sections  Schedule of Quantities  Alignment, Ties and Benchmarks  Plan and Profile (1"=20')  Traffic Control Typical Sections  Suggested Construction Staging Plans  Erosion and Sediment Control Plan (1"=20')  Drainage and Utilities Plan (1"=20')  Intersection Paving Plan (1”=20’)  Pavement Marking, Lighting, Signing & Landscaping Plan (1"=20')  ADA Details  Project Details  City Details  IDOT District Three and IDOT Details  Cross Sections (@ 50 ft stations, 1"=10' horizontal, 1"=5' vertical) o Prepare bid package, and ancillary documents, including:  BLR12200 – Local Public Agency Formal Contract Proposal  BLR12200 A – Schedule of Prices  BLR12230 - Bid Bond Form  BC57 - Affidavit of Availability  Index for Supplemental Specifications and Recurring Special Provisions  Check Sheet for Recurring Special Provisions  BLR11310 – Special Provisions  Bureau of Design and Environment Special Provisions/Check sheets  Prevailing Wage o Special Provisions in IDOT format  Local Roads Special Provisions  District Three Special Provisions  City Provisions & Details  Status of Utilities o Calculate Quantities and prepare prefinal Cost Estimate  Quantities to be organized by funding source (if necessary)  BDE 213 – Estimate of Cost o Prepare BDE220A – Estimate of Time Required o Perform QC/QA review of prefinal plans, documents and cost estimate o Submit prefinal plans to the utility companies as necessary o Submit prefinal plans, estimate of cost, estimate of time and special provisions to the City for review.  Final Plans, Specifications and Cost Estimates o Prepare and provide disposition of prefinal plan comments to the City o Update plans based on comments received on prefinal plans o Update summary of quantities, estimate of cost and estimate of time for final submittal. o Update special provisions for final submittal. o Perform QC/QA review of final plans, documents and cost estimate o Submit final plans, estimate of cost, estimate of time and special provisions to the City and utility companies. Kennedy Road and Mill Road Intersection Improvements United City of Yorkville Professional Services Agreement Design Engineering - Scope of Services  United City of Yorkville Stormwater Permitting o Obtain United City of Yorkville Stormwater Permit  Bidding Support o Answer contractor questions during bidding. Items not included in the scope:  Development of Plats and Legals  Right-of-way Negotiations and Appraisals  Construction (Phase III) engineering services  No allowance has been made for a Preliminary Site Investigation (PSI)  No allowance for a Preliminary Environmental Site Assessment (PESA)  Design services by a landscape architect. Only basic landscaping will be provided.  Any special aesthetic features or treatments.  Existing lighting will be maintained. If lights need to be relocated, it is assumed no lighting design is required.  No allowance for railroad coordination.  No allowance for public involvement.  No traffic signal design.  Bidding, letting, and contracting. Kennedy Road and Mill Road Intersection Improvements United City of Yorkville ENTITY: ADMIN. WORK PRINCIPAL SENIOR SENIOR SENIOR SENIOR SENIOR ITEM COST WORK IN PROJECT PROJECT PROJECT PROJECT PROJECT PROJECT PROJECT CAD PROJECT HOUR PER ITEM CHARGE MANAGER MANAGER ENGINEER II ENGINEER MANAGER MANAGER TECHNICIAN II MANAGER TECHNICIAN ADMIN. SUMM. ITEM NO. WORK ITEM HOURLY RATE: $203 $197 $178 $165 $141 $197 $178 $153 $153 $141 $70 PRELIMINARY ENGINEERING 1.1 Preliminary Project Management, Coordination, Meetings and QC/QA 2 8 4 2 16 2,686$ 1.2 Survey and Data Collection 1 9 14 24 3,941$ 1.3 Geotechnical Investigation (Coordination, Field Work, Review Report)2 4 6 1,054$ 1.4 Pavement Design 2 6 8 1,384$ 1.5 EcoCAT Submittal and CCDD 2 4 4 2 12 1,662$ 1.6 Utility Coordination 2 4 4 4 2 16 2,370$ Preliminary Engineering Subtotal:2 16 - 14 8 1 9 14 4 8 6 82 13,097 DESIGN ENGINEERING 2.1 Design Project Management, Coordination, Meetings and QC/QA 2 8 4 2 16 2,686$ 2.2 Prefinal Plans, Specifications and Estimates 2 8 56 20 10 60 156 24,032$ 2.3 Final Plans, Specifications and Estimates 2 2 8 4 4 8 28 4,424$ 2.4 United City of Yorkville Stormwater Permit 8 16 8 2 34 5,100$ 2.5 Bidding Support 2 10 12 2,044$ Design Engineering Subtotal:6 28 - 74 40 - - - 14 80 4 246 38,286$ PROJECT TOTAL:8 44 - 88 48 1 9 14 18 88 10 328 51,383 Printing = 500$ 31,580$ Soil Borings/Pavement Cores (Rubino) = 4,710$ 3,941$ CCDD - LPC 662/663 (Rubino) = 1,000$ 15,162$ DIRECT EXPENSES =6,210$ 700$ 51,383$ 57,593$ G:\Public\Yorkville\2020\YO2043-P Kennedy and Mill Road Intersection Improvements\PSA\[Attachment C - Estimated Level of Effort and Associated Cost.xlsx]Fee Summary TOTAL EXPENSES = ENGINEERING SURVEYING DRAFTING Engineering Expenses = DIRECT EXPENSES LABOR SUMMARY Surveying Expenses = Administrative Expenses = TOTAL LABOR EXPENSES = Drafting Expenses = ESTIMATED LEVEL OF EFFORT AND ASSOCIATED COST ATTACHMENT C PROJECT ROLE: February 10, 2021 WORK Year: ITEM Month: NO. WORK ITEM Week Starting: 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 PRELIMINARY ENGINEERING 1.1 Preliminary Project Management, Coordination, Meetings and QC/QA 1.2 Survey and Data Collection 1.3 Geotechnical Investigation (Coordination, Field Work, Review Report) 1.4 Pavement Design 1.5 EcoCAT Submittal and CCDD 1.6 Utility Coordination DESIGN ENGINEERING 2.1 Design Project Management, Coordination, Meetings and QC/QA 2.2 Prefinal Plans, Specifications and Estimates 2.3 Final Plans, Specifications and Estimates 2.4 United City of Yorkville Stormwater Permit 2.5 Bidding Support Project Management, QC/QA, Coord. Preliminary Meeting(s) Design Work Item Bidding Support Permitting City Review Construction 2021 October November January MarchJuly SeptemberAugust Legend JuneMarch ATTACHMENT D - ANTICIPATED PROJECT SCHEDULE United City of Yorkville May February 10, 2021 Kennedy Road and Mill Road Intersection Improvements April 2022 December February ()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()- ()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()- ()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()- ()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-Mill Rd Bailey RdBeresford Dr Big Rock BlvdKennedy RdKennedy RdM ill R dG alen a R d Bissel DrLegend Mill Road Removal Future Mill Road Alignment Proposed Kennedy Road Improvement WalshEngineering Enterprises, Inc.52 Wheeler RoadSugar Grove, Illinois 60554(630) 466-6700 KENNEDY ROAD AND MILL ROADINTERSECTION IMPROVEMENTSATTACHMENT ELOCATION MAPwww.eeiweb.com DATE: PROJECT NO.: FILE: PATH: BY: FEBRUARY 2021 YO2043 YO2028_Attachment E.MXD H:\GIS\PUBLIC\YORKVILLE\2020\ MJT United City of Yorkville800 Game Farm RoadYorkville, IL 60560630-553-4350 ³ 600 0 600300 Feet Old PROJECT LOCATION Attachment F 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 Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number New Business #8 Tracking Number PW 2021-15 Heartland Circle – Plat of Abrogation (1162 Spring Street) Public Works Committee – March 16, 2021 Majority Consideration of Approval Recommendation to Approve Brad Sanderson Engineering Name Department An easement abrogation (vacation) for several public utility easements have been requested by the property owner to aid in obtaining a building permit. The area in question is denoted in the attached plat. Both City and Private utilities are not contained within the requested area nor should they be needed in the future. The easement is also not needed for drainage purposes. Staff supports and recommends acceptance of the easement abrogation. Memorandum To: Bart Olson, City Administrator From: Brad Sanderson, EEI CC: Eric Dhuse, Director of Public Works Krysti Barksdale-Noble, Community Development Director Lisa Pickering, City Clerk Date: March 9, 2021 Subject: Heartland Circle – Plat of Abrogation (1162 Spring Street) PINs: 02-33-234-012LOT 72HEARTLAND CIRCLE UNIT 1DOC. 200300026590REC. 07/31/2003LOT 71Illinois Professional Design Firm # 184-001322 2363 Sequoia Drive, Suite 101 Aurora, Illinois 60506 t. 630.553.7560 f. 630.553.7646 www.hrgreen.com1 OF 1LOT 73SPRING STREET(66' R.O.W.) 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 Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number New Business #9 Tracking Number PW 2021-16 Ashley Road Improvements – Status Update Public Works Committee – March 16, 2021 Informational Status Update Brad Sanderson Engineering Name Department This memo is to provide an update as to the status of the planned improvements. Per Agreement (attached), the construction of the Rt 126 and Ashley Road intersection improvements and the improvements along Ashley Road are to be completed by November 2021. IDOT has completed their review of the intersection plans and have issued a permit for construction (attached). We have completed the review of the Ashley Road plans and approved them for construction. All performance guarantees are also in place. At this time, we fully expect the project to be constructed during this construction season. 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 Lisa Pickering, City Clerk Krysti Barksdale-Noble, Community Development Director Date: February 26, 2021 Subject: Ashley Road Improvements – Status Update DEBBIE i.11 1 ETTE RECORDER - KENDALL COUNTY, IL RECORDED: 5/22/2018 11:34 AN ORDI: 44.86 RHSPS FEE: 10.88 PAGES: 9 UNITED CITY OF YORKVILLE KENDALL COUNTY, ILLINOIS ORDINANCE NO.2018-27 AN ORDINANCE OF THE UNITED CITY OF YORKVILLE,KENDALL COUNTY, ILLINOIS,APPROVING A THIRD AMENDMENT TO THE ANNEXATION AGREEMENT OF YORKVILLE FARMS DEVELOPMENT AND THE UNITED CITY OF YORKVILLE Prestwick of Yorkville Subdivision) Passed by the City Council of the United City of Yorkville,Kendall County, Illinois This 24th day of April,2018 Prepared by and Return to: United City of Yorkville 800 Game Farm Road Yorkville,IL 60560 Published in pamphlet form by the authority of the Mayor and City Council of the United City of Yorkville,Kendall County,Illinois on May 21,2018. Ordinance No. 2018- (97 AN ORDINANCE OF THE UNITED CITY OF YORKVILLE,KENDALL COUNTY, ILLINOIS,APPROVING A THIRD AMENDMENT TO THE ANNEXATION AGREEMENT OF YORKVILLE FARMS DEVELOPMENT AND THE UNITED CITY OF YORKVILLE Prestwick of Yorkville Subdivision) 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, Section 11-15.1-1 et seq. of the Illinois Municipal Code (65 ILCS 5/11- 15.1-1 et. seq.) grants the City with authority to enter into an annexation agreement with one or more owners of land in an unincorporated territory; and, WHEREAS, on April 26, 2005, by Ordinance No. 2005-30, the Mayor and City Council the "Corporate Authorities") authorized the execution of an Annexation Agreement of Yorkville Farm Development (the "Original Agreement"), which Original Agreement was recorded with the Kendall County Recorder's Office on December 19, 2005 as document 200500039118; the Original Agreement, among other things, provided for the zoning of an approximately 190 acre parcel of real property (the "Property") owned by John C. Stewart and Michelle L. Stewart(the "Owners") as R-2 Single Family Resident District; and, WHEREAS, on October 8, 2013 and May 27, 2014, by Ordinance Nos. 2013-56 and 2014-26, the Corporate Authorities approved first and second amendments to the Original Agreement, which amendments were recorded with the Kendall County Recorder's Office on October 30, 2013 and February 3, 2015 as document #201300022150 and document 201500001628, respectively; said amendments approved a revised plat of subdivision, established permitted uses for a portion of the Property to be developed as a school, changed the Ordinance No.2018-o 7 Page 2 name of the subdivision provided for in the Original Agreement to Ashley Pointe, and revised certain aspects of the Owners' security requirements; and, WHEREAS, the Owner/Developer has now requested to amend the Original Agreement and subsequent amendments thereto to delay the construction of certain intersection roadway improvements to Ashley Road and Route 126; and, WHEREAS, the Corporate Authorities believe it to be in the best interests of the City and its residents to grant the Owners' request pursuant to the terms and conditions as set forth in a third amendment. NOW, THEREFORE, BE IT ORDAINED by the Mayor and City Council of the United City of Yorkville, Kendall County, Illinois, as follows: Section 1. That the recitals in the preambles to this Ordinance are incorporated into this Section 1 as if fully set forth herein. Section 2. That the Third Amendment to the Annexation Agreement of Yorkville Farms Development and the United City of Yorkville, attached hereto and made a part hereof, is hereby approved and the Mayor, City Clerk, and City Administrator are hereby authorized to execute and deliver said Third Amendment and undertake any and all actions as may be required to implement its terms on behalf of the City. Section 3. This Ordinance shall be in full force and effect from and after its passage and approval as provided by law. Passed by the City Council of the United City of Yorkville, Kendall County, Illinois, this day of 2, (/ 1' A.D. 2018. CITY CLERK Ordinance No.2018-a7 Page 3 CARLO COLOSIMO y KEN KOCH JACKIE MILSCHEWSKI Y, ARDEN JOE PLOCHER v CHRIS FUNKHOUSER JOEL FRIEDERS SEAVER TARULIS ALEX HERNANDEZ MAYOR GOL04S14l APPROVED by me, as Mayor of the United City of Yorkville, Kendall County, Illinois, this 10 day of MAY A.D. 2018. MAYOR Attest: CITY CLE Ordinance No.2018-a 7 Page 4 THIRD AMENDMENT TO THE ANNEXATION AGREEMENT OF YORKVILLE FARMS DEVELOPMENT AND THE UNITED CITY OF YORKVILLE Prestwick of Yorkville Subdivision) This Third Amendment to the Annexation Agreement of Yorkville Farm Development Prestwick of Yorkville Subdivision) (the "Amendment"), is made and entered into this Jl'p day ofM4Y , 2018, by and between the United City of Yorkville, Kendall County, Illinois, a municipal corporation (the "City"), and the owner of record John C. Stewart and Michelle L. Stewart("Owner" or"Developer" or"Owner/Developer"). WITNESSETH WHEREAS, Owner owns fee simple title to the real property which is legally described in Exhibit A attached hereto, consisting of approximately 190 acres, more or less (hereinafter Property"); and, WHEREAS, on April 26, 2005, the Mayor and City Council (the "Corporate Authorities") entered into an Annexation Agreement of Yorkville Farm Development (the Original Agreement") which provided for the zoning of the Property as R-2 Single Family Resident District established the required infrastructure and public improvements deemed necessary to serve the Property when developed, and set forth the required donations, fees and security to guarantee the completion and maintenance of the public improvements; and, WHEREAS, on October 8, 2013, the Corporate Authorities approved the First Amendment to the Annexation Agreement of Yorkville Farms Development and the United City of Yorkville (Prestwick of Yorkville Subdivision) (the "First Amendment") which among other things, approved a revised plat of subdivision; established permitted uses for a portion of the Property to be developed as a school, changed the name of the Subdivision to Ashley Pointe; and revised the security requirements of the Owner/Developer to include security for the school improvements including roadways; and, WHEREAS, on May 27, 2014, the Corporate Authorities approved the Second Amendment to the Annexation Agreement of Yorkville Farms Development and the United City of Yorkville (Ashley Pointe Subdivision f/k/a Prestwick of Yorkville) (the "Second Amendment') which among other things, reduced the security requirements of the Owner/Developer including roadways; and 173403/1 WHEREAS, the Owner/Developer has now requested to amend the Original Agreement and subsequent amendments thereto to revise the language reducing the security requirements of the Owner/Developer, including roadways. NOW, THEREFORE, in consideration of the mutual covenants, agreements and conditions herein contained, and by authority of and in accordance with the aforesaid statutes of the State of Illinois,the parties agree as follows: 1. The foregoing Preambles are hereby adopted as if fully restated herein. 2. Section 2 of the Second Amendment, which amended Paragraph 4 of the First Amendment, which amended Paragraph 6 of the Original Agreement stating that "the Developer will provide any required security for the high school improvements, including roadways", is further amended by amending Section 2 as follows: a. The Developer acknowledges its responsibility for all required security for the high school improvements, including roadways. b. Owner/Developer agrees not to construct any permanent access roadway from the Yorkville Christian School site to Ashley Road until the intersection improvements for Ashley Road and Route 126 are completed. c. The City agrees that a temporary emergency access off of Ashley Road shall be constructed. d. The City agrees that the intersection improvements for Ashley Road and Route 126 (Intersection Improvements) shall be completed by Owner/Developer before November 2021 ("Intersection Improvement Completion Date"). e. Developer will perform the necessary engineering, prepare the necessary application, and prepare the necessary drawings and plans to apply to Illinois Department of Transportation (IDOT) for the permit to complete the Intersection Improvements, apply for the permit from IDOT and install the Intersection Improvements pursuant to the permit issued by IDOT on or before the Intersection Improvement Completion Date. f. Developer shall not be responsible for delays caused by the following: acts of God, fire, strikes, war, riots, governmental regulation or restriction, labor or material shortages, damage by the elements, force majeure, or any other cause or casualty beyond the control of Developer that might delay the installation of the Intersection Improvements. g. The City requires security from Developer/Owner for the Intersection Improvements at Route 126 and Ashley Road, said security to be released at such time as Owner/Developer has deposited sufficient security for said Intersection Improvements with IDOT, and the City has received confirmation from IDOT of the receipt of such security. 173403/1 3. All other terms and conditions of the Original Agreement, as amended by the First and Second Amendments, remain in full force and effect. IN WITNESS WHEREOF, the parties have hereunto set their hands on this /Io day of M 2018. United City of Yorkville, an Illinois municipal Corporation By: Mayor Attest: City C rrk J n C. Stewart Michelle L. Stewart 173403/1 EXHIBIT A UNIT ONE: LOTS 1 THROUGH 10,INCLUSIVE,LATS 12 THROUGH 41,INCLUSIVE,LOTS 43 THROUGH 50,INCLUSIVE,LOTS 52 THROUGH 63,INCLUSIVE,IAT 65 THROUGH 108,INCLUSIVE, LOTS 357 THROUG14 363,INCLUSIVE,AND LOT 365 IN PRESTWICK OF YORKVILLE UNIT 1, BEING A SUBDIVISION OF PART OF SECTIONS 3&10,TOWNSHIP 36 NORTH,RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN,ACCORDING TO THE PLAT THEREOF RECORDED OCTOBER 31,2006,AS DOCUMENT NUMBER 200600035287,IN THE UNITED CITY OF YORKVILLE,KENDALL COUNTY,ILLINOIS. UNIT TWO: THAT PART OF THE EAST HALF OF SECTION 10,TOWNSHIP 36 NORTH,RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN,DESCRIBED AS FOLLOWS:COMMENCING AT THE NORTHWEST CORNER OF TIRE NORTHEAST QUARTER OF SAID SECTION 10;THENCE SOUTH 01 DEGREES 32 MINUTES 35 SECONDS EAST ALONG THE WEST LINE OF THE EAST HALF OF SAID SECTION 10,1776.14 FEET FOR THE POINT OF BEGINNING; THENCE SOUTH 54 DEGREES 40 MINUTES 34 SECONDS EAST,258.23 FEET; THENCE NORTHEASTERLY ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 283.00 FEET AND A CHORD BEARING OF NORTH 38 DEGREES 32 MINUTES 30 SECONDS EAST,AN ARC LENGTH OF 31.79 FEET; THENCE NORTH 41 DEGREES 45 MINUTES 34 SECONDS EAST,269.09 FEET; THENCE NORTHEASTERLY ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 283.00 FEET AND A CHORD BEARING OF NORTH 68 DEGREES 21 MINUTES 45 SECONDS EAST,AN ARC LENGTH OF 262.80 . ; THENCE SOUTH 85 DEGREES 02 MINUTES 05 SECONDS EAST,0.59 FEET; THENCE NORTHEASTERLY ALONG A CURVE TO THE LEFT WITH A RADIUS OF 25.00 FEET AND A CHORD BEARING OF NORTH 54 DEGREES 36 MINUTES 04 SECONDS EAST",AN ARC LENGTH OF 35.22 FEEL, THENCE SOUTH 75 DEGREES 45 MINUTES 48 SECONDS EAST, 70.00 FEET; THENCE SOUTHERLY ALONG A CURVE TO THE LEFT WITH A RADIUS OF 265.00 FEET AND A CHORD BEARING OF SOUTH 14 DEGREES 09 MINUTES 29 SECONDS WEST,AN ARC LENGTH OF 0.73 FEET; THENCE SOUTH 75 DEGREES 55 MINUTES 15 SECONDS EAST,145.79 FEET; THENCE SOUTH 00 DEGREES 43 MINUTES 57 SECONDS WEST,61.16 FEET; THENCE SOUTH 29 DEGREES 47 MINUTES 52 SECONDS EAST,37.26 FEET; THENCE NORTH 76 DEGREES 49 MINUTES 03 SECONDS EAST, 116.69 FEET; THENCE SOUTH 81 DEGREES 47 MINUTES 13 SECONDS EAST, 153.95 FEET; THENCE SOUTH 63 DEGREES 29 MINU'T'ES 31 SECONDS EAST, 112.02 ; THENCE SOUTH 45 DEGREES 59 MINUTES 45 SECONDS EAST, 111.92 FEET, THENCE SOUTH 29 DEGREES 23 MINUTES 15 SECONDS EAST,55.65 FEET; THENCE NORTH 78 DEGREES 20 MINUTES 45 SECONDS EAST, 90.04 FEET; THENCE NORTH 82 DEGREES 41 MINUTES 33 SECONDS EAST,88.65 FEET; THENCE NORTH 87 DEGREES 00 MINUTES 20 SECONDS EAST,88.65 FEET; THENCE SOUTH 88 DEGREES 40 MINUTES 53 SECONDS EAST,88.65 FEET; THENCE SOUTH 88 DEGREES 00 MINUTES 08 SECONDS EAST,85.86 FEET; THENCE SOUTH 83 D13GREES 43 MINUTES 10 SECONDS EAST,238.13 FEET; THENCE NORTH 04 DEGREES 45 MINUTES 16 SECONDS EAST,13.20 FEET; THENCE NORTH 11 DEGREES 14 MINUTES 44 SECONDS EAST,288.09 BEET; THENCE NORTH 62 DEGREES 41 MINUTES 24 SECONDS EAST, 127.61 FEET; THENCE SOUTHEASTERLY ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 267.00 FEET AND A CHORD BEARING OF SOUTH 22 DEGREES 18 MINUTES 37 SECONDS EAST,AN ARC LENGTH OF 46.60 FEET; THENCE NORTH 72 DEGREES 41 MINUTES 23 SECONDS EAST, 216.00 FEET; THENCE SOUTH 10 DEGREES 59 MINUTES 02 SECONDS EAST, 106.45 FEET, 173403/1 THENCE SOUTH 01 DEGREES 40 MINUTES 08 SECONDS WEST, 106.45 FEET;THENCE SOUTH 10 DEGREES 43 MINUTES 58 SECONDS WEST,86.80 FEET;THENCE SOU'T'H 11 DEGREES 14 MINUTES 44 SECONDS WEST,80.00 FEET;THENCE SOUTH 07 DEGREES 24 MINUTES 58 SECONDS WEST,72.99 FEET;THENCE SOUTH 05 DEGREES 14 MINUTES 55 SECONDS EAST, 71-04 FEE THENCE SOUTH 18 DEGREES 06 MINUTES 54 SECONDS EAST,71.04 FEET; THENCE SOUTH 27 DEGREES 45 MINUTES 40 SECONDS EAST,77.42 FEET;THENCE SOUTH 28 DEGREES 15 MINUTES 03 SECONDS EAST,80.00 FEET;THENCE SOUTH 27 DEGREES 34 MINUTES 17 SECONDS EAST,87.88 FEET;THENCE SOUTH 15 DEGREES 28 MINUTES 24 SECONDS EAST,106.01 FEET;THENCE SOUTH 01 DEGREES 42 MINUTES 03 SECONDS EAST, 52.39 FEET;THENCE NORTH 88 DEGREES 28 MINUTES 09 SECONDS EAST,84.51 FEET TO THE EAST LINE OF THE NORTHEAST QUARTER OF SAID SECTION 1.0;THENCE SOUTH 01 DEGREES 32 MINUTES 43 SECONDS EAST,ALONG THE EAST LINE OF SAID NORTHEAST QUARTER,74.63 FEET TO THE SOUTHEAST CORNER OF SAID NORTHEAST QUARTER; THENCE SOUTH 01 DEGREES 27 MINUTES 24 SECONDS EAST,ALONG THE VAST LINE OF THE SOUTHEAST QUARTER.OF SAID SECTION 10, 1006.36 FEET TO THE SOUTHEAST CORNER OF LANDS CONVEYED TO ROBERT M.AND ELAINE E.STEWART BY DOCUMENT NO.72-5636; THENCE SOUTH 88 DEGREES 04 MINUTES 01 SECONDS WEST,ALONG THE SOUTH LINE OF SAID LANDS PER DOCUMENT NO.72-5656,2655,55 FEET TO THE SOUTHWEST CORNER OF SAID LANDS PER DOCUMENT NO.72-5656,SAID POINT BEING ON THE WEST LINE OF TIE SOUTHEAST QUARTER OF SAID SECTION 10,AND 1876.91 FEET SOUTHERLY OF(AS MEASURED ALONG SAID WEST LINE)THE POW OF BEGINNING; THENCE NORTH 01 DEGREES 32 MINUTES 35 SECONDS WEST,ALONG THE WEST LINE OF THE EAST HALF OF SAID SECTION 10, 1876.91 FEET TO THE POINT OF BEGINNING,IN THE TOWNSHIP OF KENDALL,KENDALL COUNTY,ILLINOIS AND CONTAINING 110.29 ACRES OF LAND,MORE OR LESS. 173403/1 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 Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number New Business #10 Tracking Number PW 2021-17 Stop Sign Analysis – Freemont and Somonauk Streets and Heartland Circle Public Works Committee – March 16, 2021 Majority Consideration of Approval Brad Sanderson Engineering Name Department As requested, we investigated the possible installation of multi-way stop signs at the following intersections: • Somonauk Street and Freemont Street EEI collected 24-hour traffic counts via on-road tube collectors for the intersection of Somonauk Street and Freemont Street on Wednesday, January 13, 2021. We also collected seven-day speed data from Wednesday, February 10, 2021 to Tuesday, February 16, 2021 via bi-directional traffic collector radar detection along Somonauk Street. The governing entity on traffic control signage is the Manual on Uniform Traffic Control Devices (MUTCD). The manual states as follows in regard to stop sign installation: Guidance: Engineering judgment should be used to establish intersection control. The following factors should be considered: A. Vehicular, bicycle, and pedestrian traffic volumes on all approaches; B. Number and angle of approaches; C. Approach speeds; D. Sight distance available on each approach; and E. Reported crash experience. YIELD or STOP signs should be used at an intersection if one or more of the following conditions exist: A. An intersection of a less important road with a main road where application of the normal right-of-way rule would not be expected to provide reasonable compliance with the law; B. A street entering a designated through highway or street; and/or C. An unsignalized intersection in a signalized area. In addition, the use of YIELD or STOP signs should be considered at the intersection of two minor streets or local roads where the intersection has more than three approaches and where one or more of the following conditions exist: A. The combined vehicular, bicycle, and pedestrian volume entering the intersection from all approaches averages more than 2,000 units per day; B. The ability to see conflicting traffic on an approach is not sufficient to allow a road user to stop or yield in compliance with the normal right-of-way rule if such stopping or yielding is necessary; and/or 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, City Clerk Date: February 23, 2021 Subject: Somonauk Street and Freemont Street – Multi-Way Stop Sign Analysis C. Crash records indicate that five or more crashes that involve the failure to yield the right-of- way at the intersection under the normal right-of-way rule have been reported within a 3-year period, or that three or more such crashes have been reported within a 2-year period. Yield or Stop signs should not be used for speed control. At unsigned intersections, the application of the normal right-of-way rules would apply. Figure D taken from the Illinois Drivers Manual shows that the minor roadway should yield to traffic on the major roadway at uncontrolled intersections. Our findings were as follows: • Currently there is only YIELD signage control at the intersection of Somonauk Street and Freemont Street with Freemont subject to yield signage. • Somonauk Street and Freemont Street o The traffic volume appears to exceed 2,000 units per day, hence the existing YIELD signage along Freemont Street. o The vehicular volumes entering the intersection from the major street approaches (Somonauk Street) appears to be below 300 vehicles per hour for any 8 hours of an average day. o The combined vehicular, pedestrian, and bicycle volume entering the intersection from the minor street (Freemont Street) appears to be below 200 units per hour for the same 8 hours. o There are no sight distance constraints. o The accident history is below the threshold warranting mutli-way stop signs. o This intersection does not appear to be a good candidate for a multi-way stop sign based on the above criteria. However, EEI recommends replacing the existing YIELD signage with STOP signage along Freemont Street to force motorists to come to a complete stop. • Somonauk Street Speed Evaluation o Posted speed: not posted (assumed 30 MPH) o Average speed: 29.7 MPH o 85th percentile speed: 35 MPH o Stop signs are not meant to control vehicular speed. o This segment of roadway does not appear to be a good candidate for a multi-way stop sign based on the above criteria. o EEI recommends installing a posted speed limit for both the eastbound and westbound directions along Somonauk Street. Crash History Reports (provided by the City) 141293 E SOMONAUK ST / FREEMONT ST 9/16/2014 21:03 PROPERTY DAMAGE 151663 E SOMONAUK ST / FREEMONT ST 12/5/2015 8:33 PROPERTY DAMAGE 110234 E SOMONAUK ST / FREEMONT ST 2/6/2011 11:06 PROPERTY DAMAGE 131778 E SOMONAUK ST / FREEMONT ST 12/23/2013 15:38 PROPERTY DAMAGE 180022 E SOMONAUK ST / FREEMONT ST 1/4/2018 17:26 PROPERTY DAMAGE 191750 E SOMONAUK ST / FREEMONT ST 11/15/2019 7:03 PROPERTY DAMAGE 200236 E SOMONAUK ST / FREEMONT ST 2/14/2020 16:17 PROPERTY DAMAGE 202215 E SOMONAUK ST / FREEMONT ST 12/24/2020 18:30 PERSONAL INJURY 161703 FREEMONT ST / E SOMONAUK ST 11/23/2016 23:00 PROPERTY DAMAGE 181504 FREEMONT ST / E SOMONAUK ST 9/20/2018 14:30 PROPERTY DAMAGE 200949 FREEMONT ST / E SOMONAUK ST 7/7/2020 20:45 PROPERTY DAMAGE Traffic On-Road Tube Collectors Locations Field-Observed 20-minute Traffic Counts (7:40 AM – 8:00 AM) Total 20-minute count: 60 vehicles Extrapolated 60-minute count: 180 vehicles/hour Extrapolated 24-hour count: 4,320 vehicles/day Park Spring McHughWalnut Elm FreemontJackson LibertyBristolSomonauk MainBridgeColtonCenter WoodworthSandersMartinMcHugh 0 300 600 Feet Enginee ring Ente rprises52 Wheeler RoadSugar Grove, Illinois 60554(630) 466-6700 FREEMONT & SOMONAUK STSTOP SIGN ANALYSIS www.eeiweb.com DATE: PROJECT NO.: FILE: PATH: BY: FEBRUARY 2021 YO1107-C YO1107-Location of Analysis North.mxd H:\GIS\PUBLIC\YORKVILLE\2011\ MJT ³ STOP SIGN ANALYSIS AREA (TYP.) WEST LEG OF SOMONAUK STREET FACING EAST SOUTH LEG OF FREEMONT STREET FACING NORTH NORTH LEG OF FREEMONT STREET FACING SOUTH As requested, we investigated the possible installation of stop signs at the following intersections: • Clearwater Drive and Omaha Drive • Midway between Clearwater Drive and Spring Street along Omaha Drive EEI collected 24-hour traffic counts via on-road tube collectors for the intersection of Clearwater Drive and Omaha Drive on Wednesday, January 13, 2021. We also collected seven-day speed data from Wednesday, January 13, 2021 to Tuesday, January, 19, 2021 via bi-directional traffic collector radar detection along Omaha Drive between Clearwater Drive and Spring Street. The governing entity on traffic control signage is the Manual on Uniform Traffic Control Devices (MUTCD). The manual states as follows in regard to stop sign installation: Guidance: Engineering judgment should be used to establish intersection control. The following factors should be considered: A. Vehicular, bicycle, and pedestrian traffic volumes on all approaches; B. Number and angle of approaches; C. Approach speeds; D. Sight distance available on each approach; and E. Reported crash experience. YIELD or STOP signs should be used at an intersection if one or more of the following conditions exist: A. An intersection of a less important road with a main road where application of the normal right-of-way rule would not be expected to provide reasonable compliance with the law; B. A street entering a designated through highway or street; and/or C. An unsignalized intersection in a signalized area. In addition, the use of YIELD or STOP signs should be considered at the intersection of two minor streets or local roads where the intersection has more than three approaches and where one or more of the following conditions exist: A. The combined vehicular, bicycle, and pedestrian volume entering the intersection from all approaches averages more than 2,000 units per day; B. The ability to see conflicting traffic on an approach is not sufficient to allow a road user to stop or yield in compliance with the normal right-of-way rule if such stopping or yielding is necessary; and/or 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, City Clerk Date: February 5, 2021 Subject: Clearwater Drive and Omaha Drive – Stop Sign Analysis Omaha Drive (between Clearwater and Spring) – Stop Sign Analysis C. Crash records indicate that five or more crashes that involve the failure to yield the right-of- way at the intersection under the normal right-of-way rule have been reported within a 3-year period, or that three or more such crashes have been reported within a 2-year period. Yield or Stop signs should not be used for speed control. At unsigned intersections, the application of the normal right-of-way rules would apply. Figure D taken from the Illinois Drivers Manual shows that the minor roadway should yield to traffic on the major roadway at uncontrolled intersections. Our findings were as follows: • Clearwater Drive and Omaha Drive o The traffic volume appears to be below 2,000 units per day. o There are no sight distance constraints. o The accident history is below the threshold warranting stop signs. o This intersection does not appear to be a good candidate for a stop sign based on the above criteria. • Midway between Clearwater Drive and Spring Street along Omaha Drive o The accident history is below the threshold warranting stop signs. o There are no sight distance constraints. o Posted speed: not posted (assumed 30 MPH) o Average speed: 26.8 MPH o 85th percentile speed: 31 MPH o Stop signs are not meant to control vehicular speed. o This segment of roadway does not appear to be a good candidate for a stop sign based on the above criteria. o EEI recommends installing a posted speed limit for both the northbound and southbound directions along Omaha Drive. Crash History Reports (provided by the City) 100990 CLEARWATER DR / OMAHA DR 5/7/2010 15:55 PROPERTY DAMAGE 200391 CLEARWATER DR / OMAHA DR 3/7/2020 0:28 PROPERTY DAMAGE 140932 DEERPATH DR / CLEARWATER DR 7/5/2014 16:54 PROPERTY DAMAGE Traffic On-Road Tube Collector Locations OmahaTeriKateHomestead GraceHeartland T a u s Clearwater DeerpathRedwood Arrowhead BirchwoodBluejayMistwood Auburn Haley StillwaterF a r mste a d Wh e a tla n d 0 100 200 Feet Enginee ring Ente rprises52 Wheeler RoadSugar Grove, Illinois 60554(630) 466-6700 HEARTLAND CIRCLE STOP SIGN ANALYSIS www.eeiweb.com DATE: PROJECT NO.: FILE: PATH: BY: FEBRUARY 2021 YO1107-C YO1107-Location of Analysis North.mxd H:\GIS\PUBLIC\YORKVILLE\2011\ MJT ³ STOP SIGN ANALYSIS AREA (TYP.) CLEARWATER DRIVE FACING SOUTHWEST OMAHA DRIVE FACING NORTHEAST OMAHA DRIVE FACING SOUTH 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 Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number New Business #11 Tracking Number PW 2021-18 EEI Hourly Rate Request Public Works Committee – March 16, 2021 Majority Approval Bart Olson Administration Name Department Summary Consideration of a request from EEI to increase standard hourly rates for employees under the City’s base contract and any supplemental contracts. Background This item was last discussed by the City Council in Spring 2019, when the City Council approved EEI’s hourly rate request. Since then, EEI initially proposed an hourly rate increase in 2020 and then withdrew that request at the beginning of the pandemic. The attached documents show the 2021 rate requests, the withdrawn 2020 rate requests, and the comparison between the 2021 rates and the 2019 rates. In general, EEI is requesting inflationary type increases for each category. These hourly rates are used as the unit price for supplemental engineering contracts like the three on the Public Works Committee agenda for consideration, but are also used in the City’s base contract. Because the City has not modified the amount of the base level contract in a number of years, the City will receive marginally fewer hours in 2021. Recommendation Staff recommends approval of the 2021 EEI rate request. Memorandum To: City Council From: Bart Olson, City Administrator CC: Date: March 11, 2021 Subject: EEI rate request (Foregone) (Proposed) 2019 2020 % change 2021 % Change Classification / Designation Rates Rates 2019‐2020 Rates 2019‐2021 E‐4 208.00 214.00 2.9% 217.00 4.3% E‐3 203.00 209.00 3.0% 212.00 4.4% E‐2 197.00 203.00 3.0% 206.00 4.6% E‐1 178.00 183.00 2.8% 185.00 3.9% P‐6 165.00 172.00 4.2% 174.00 5.5% P‐5 153.00 160.00 4.6% 162.00 5.9% P‐4 141.00 145.00 2.8% 147.00 4.3% P‐3 129.00 133.00 3.1% 135.00 4.7% P‐2 117.00 121.00 3.4% 123.00 5.1% P‐1 106.00 109.00 2.8% 110.00 3.8% T‐6 153.00 158.00 3.3% 158.00 3.3% T‐5 141.00 145.00 2.8% 147.00 4.3% T‐4 129.00 133.00 3.1% 135.00 4.7% T‐3 117.00 121.00 3.4% 123.00 5.1% T‐2 106.00 109.00 2.8% 110.00 3.8% T‐1 93.00 96.00 3.2% 97.00 4.3% G‐1 75.00 90.00 20.0% 100.00 33.3% I‐1 84.00 79.00 ‐6.0% 79.00 ‐6.0% A‐3 70.00 70.00 0.0% 70.00 0.0%   1 Man Field Crew with Standard Survey Equipment 168.00 NA   2 Man Field Crew with Standard Survey Equipment 262.00 NA   1 Man Field Crew with RTS or GPS * 208.00 NA   2 Man Field Crew with RTS or GPS * 302.00 NA   Vehicle for Construction Observation 15.00 15.00   In‐House Scanning and Reproduction $0.25/Sq. Ft. (Black & White) $0.25/Sq. Ft. (Black & White) $1.00/Sq. Ft. (Color) $1.00/Sq. Ft. (Color)   Reimbursable Expenses (Direct Costs) Cost Cost   Services by Others (Direct Costs) Cost + 10% Cost + 10%   Unmanned Aircraft System / Unmanned Aerial Vehicle / Drone 200.00 ^ 200.00   Expert Testimony 225.00 ^ 250.00 *RTS = Robotic Total Station / GPS = Global Positioning System NA = Not applicable ^ = Rates were in place, but not included on 2019 SSC ENGINEERING ENTERPRISES, INC. STANDARD SCHEDULE(S) OF CHARGES 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 Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number New Business #12 Tracking Number PW 2021-19 Professional Services IGA with Oswego and Montgomery and Water Study Contribution Public Works Committee – March 16, 2021 Majority Approval Bart Olson Administration Name Department Summary Consideration of an intergovernmental agreement setting up a process to jointly select and pay consultants for regional projects, a financial contribution to Oswego’s water regional water study, and use of an attorney with specialization in water supply agreements. Background This item was briefly mentioned by staff during the FY 22 budget presentation, and the financial contributions to Oswego discussed herein are included in the FY 22 budget proposal. During the past two years, Oswego’s Village Board discussed and ultimately hired Baxter and Woodman Engineering to assist with their water supply decision making. Oswego had a number of Oswego-specific water infrastructure components to study as part of the regional water source discussion, but they also wanted a firm to represent them during the ongoing regional water supply discussions – similar to how Yorkville and Montgomery use EEI. Oswego’s contract with Baxter and Woodman was approved in August 2020, for an amount around $250,000. During the scope discussions for the Baxter and Woodman study, it became apparent to the staff in each community that the items in the Oswego study would be of benefit to both Yorkville and Montgomery. Rather than discuss direct financial contributions at that time, the staff tabled the discussions to better understand the components of the study. The result of those discussions is shown in the attached spreadsheet. The gross costs column of the spreadsheet shows the gross cost of the line- item that is directly useful to the entire region; those gross costs are then generally parceled out at the bottom of the sheet on an equal split – except for the draft report and final report costs. For those two line-items, Oswego is paying a larger share of the split because some of the overall report is relevant to Oswego only. In summary, we recommend a contribution to Oswego in the amount of $58,650.93. In order to make that contribution to Oswego, Attorney Orr is recommending we approve the attached intergovernmental agreement between Oswego, Yorkville, and Montgomery. This intergovernmental agreement is general in nature, and will give us an overarching process to share costs of professional services studies in the future. The concept is that each board can hear about proposals in the future and approve the contributions with a simple vote without having to draft a study-specific intergovernmental agreement every time. Finally, Oswego has appointed Irene Caminer as an attorney with specialization in water supply agreements. Oswego’s board memo and materials are attached for your reference. Attorney Orr has reviewed Attorney Caminer’s background and would recommend her. Oswego has spent around $12,000 in attorney’s fees on work that will benefit Montgomery and Yorkville. We recommend Memorandum To: City Council From: Bart Olson, City Administrator CC: Date: March 11, 2021 Subject: Oswego water study contributions authorization to use Attorney Caminer for water study items and a contribution to Oswego of around $4,000 for work already completed. Recommendation Staff recommends approval of the intergovernmental agreement, the contribution to Oswego in the amount of $58,650.93 for the Baxter and Woodman water study, authorization to use Attorney Caminer as special counsel, and contribution to Oswego in an estimated amount of $4,000 for legal work already performed. Gross ValueTo ShareNotesEVALUATE JOLIET WATER SOURCE OPTIONRoute Options 13,280.00 Design Stage JULIE 1,320.00 Design stage JULIE and easement reviews for the Joliet and DuPage option were performed for all of the transmission mains for all three communities and all three options were evaluated with the same methodology. Easement Review880.00 Design stage JULIE and easement reviews for the Joliet and DuPage option were performed for all of the transmission mains for all three communities and all three options were evaluated with the same methodology. Receving Stations/Pumping Stations6,440.00 The receiving stations/pumping stations analysis is for the total system including those in Yorkville and Montgomery based upon our previous studies and is not limited to Oswego only. Internal System Improvements/Model- Oswego onlyConstruction Cost Estimates3,360.00 Construction cost estimates include the transmission mains to Yorkville and Montgomery and exclude any costs for their internal system upgrades.Operational Cost Estimates2,960.00 Financing Alternatives560.00 Continuity1,480.00 Timelines1,040.00 Impact on residential bills5,000.00 Meetings with Joliet (estimate 2 live)6,524.20 Route Options Meeting2,902.10 Summary Memo3,550.00 Subtotal for Cost Sharing49,296.30 1/3 Share16,432.10 REVIEW AND UPDATE FOX RIVER AND DWC REPORTSReport review13,360.00 Model Scenarios5,200.00 Design Stage JULIE880.00 Design stage JULIE and easement reviews for the Joliet and DuPage option were performed for all of the transmission mains for all three communities and all three options were evaluated with the same methodology. Easement Review880.00 Design stage JULIE and easement reviews for the Joliet and DuPage option were performed for all of the transmission mains for all three communities and all three options were evaluated with the same methodology. Receving Stations/Pumping Stations1,480.00 This is for the joint line routes from DuPage to Ogden Falls Tower, and then along transmission route.Internal System Improvements/Model- Oswego only.Construction Cost Estimates3,000.00 Construction cost estimates include the transmission mains to Yorkville and Montgomery and exclude any costs for their internal system upgrades.Operational Cost Estimates840.00 Financing Alternatives560.00 Continuity1,480.00 Timelines1,040.00 Water Quality1,800.00 Impact on residential bills5,000.00 Meetings with the Village (1 live, 1 Virtual)3,964.20 B&W met with Joliet and DWC to confirm the proposed route , connection locations, and contract requirements with each supplier. They do not anticipate any additional meetings at this time.Summary Memo7,550.00 Subtotal for Cost Sharing47,034.20 1/3 Share15,678.07 SUPPLY TO MONTGOMERY AND YORKVILLERoute Options1,880.00 Design Stage JULIE880.00 Easement Review880.00 Receving Stations/Pumping Stations1,400.00 Construction Cost Estimates3,000.00 Timelines1,040.00 Meeting with the Village (virtual)520.00 Summary Memo2,230.00 Subtotal for Cost Sharing11,830.00 1/3 Share3,943.33 DECISION MATRIXDevelop Decision Matrix 9,920.00 Workshop (estimate 2 live) 5,804.20 Finalize with Village Input 3,680.00 Subtotal for Cost Sharing 19,404.20 1/3 Share 6,468.07 REPORTDraft Report 15,696.00 Final Report 9,072.00 Subtotal for Cost Sharing 13,760.00 1/3 Share 4,586.67 DEVELOP COMMUNITY ENGAGEMENT STRATEGY (Images Inc)Public Meeting (estimate 1) 4,542.10 Images Inc. 30,086.00 Subtotal for Cost Sharing 34,628.10 1/3 Share 11,542.70 Total for Cost Sharing 175,952.80 1/3 Share 58,650.93 Images Inc.Develop Community Engagement Strategy –Service to be provided by Images, Inc. on an hourly rate basis as directed by the Village. Specific tasks and associated hours to be determined during the project; Anticipated scope includes working in partnership with Village staff, including the Community Engagement Coordinator, on these example tasks: i. Develop an awareness campaign informing stakeholders of the problem and need for a decision ii. Create a project logo/brand to be used for all water related materials iii. Conduct one (1) public meeting to inform the community of the options iv. Develop a comment management system. Gather, digest, and summarize community input for the decision makers v. Augment existing Village stakeholder list vi. Provide guidance on a conservation program that has specific and measurable targets for reduction in per capita water consumption vii. Prepare a website wireframe and content for easy access to all Village water information  VILLAGE OF OSWEGO ALTERNATIVE WATER SOURCE PROJECT I. SCOPE OF WORK 1. Evaluate Joliet Water Source Option a. Determine feasibility of connecting Oswego’s system to Joliet i. Perform a hydraulic study ii. Determine potential route and connection point iii. Identify any required internal system improvements iv. Identify potential opportunities for this connection based upon future needs of the Village v. Identify potential barriers or concerns with this connection b. Participate in the Joliet planning process c. Develop cost estimate for this option including i. Connection/Buy-in fees ii. Transmission main iii. Pumping, receiving and/or booster stations iv. Storage requirements v. Village internal system upgrades vi. Long term operational costs vii. Other 2. Review and modify existing water model as required a. Update demands based on actual billing data per address b. Recalibrate model by comparing model flows to field collected hydrant flows - check C-factors c. Update model with water main construction projects since development of model d. Confirm that the controls in the model accurately reflect actual control settings e. Work with Illinois State Water Survey to further develop the ground water model and present findings to the Village Board 3. Review, update and modify previous Fox River and DuPage reports to equalize data between options 4. Perform water loss audit to verify we meet LMO-2 standards. If not a. Identify what modifications are required b. Develop timeline for modifications c. Develop cost estimate 5. Evaluate feasibility of extending line to Montgomery and Yorkville Village of Oswego, Illinois Alternative Water Source Scope 2 | Page 6. Develop a decision matrix comparing and contrasting the Fox River, DuPage Water Commission, and Joliet options and develop a report with the following considerations a. Cost i. The budget shall include 1. capital, operating, and financing costs for all three options, as well as the backup alternative ii. Present the budget as a total cost and as an incremental estimated increase above a base average water bill b. Financing i. Identify and evaluate financing options for each alternative c. Continuity i. Identify potential disruptions to both quantity and quality of water ii. Evaluate short and long backup alternatives including preservation of the existing well network 1. Threat to the community 2. Estimate time to restoration 3. Cost in the event of disruption d. Water Quality 1. Compare and contrast water quality from both a customer experience and from impacts to the Village’s potable water system e. Timeline i. Develop an overall project timeline based upon the requirements of Joliet ii. Develop an alternate project timeline based upon Village system needs if the Joliet option is not selected- Include considerations of 95th St corridor for DuPage option iii. Will additional conservation affect timeline? 7. Study need for a new well and storage a. Evaluate need and timing for a new well and storage b. Develop timeline – would accelerated construction of new source affect need for well? c. Develop cost estimate for budgetary purposes i. consumption d. Prepare outreach information such as handouts, posters, and web pages to promote water conservation 8. Legal and Governance considerations – Service to be provided by Caminer Law, LLC on an hourly basis as directed by the Village – specific tasks and associated hours to be determined during the project; status as sub- Village of Oswego, Illinois Alternative Water Source Scope 3 | Page consultant or direct consultant to Oswego to be determined before contract is finalized. Anticipated scope includes: a. Analyze, compare, and contrast the general legal obligations of the village and water providers based upon existing and proposed contracts; advocate for the Village b. Describe the Village’s ability to influence providers rates, regulations, and services based upon various governance models 9. Develop Community Engagement Strategy – Service to be provided by Images, Inc on an hourly rate basis as directed by the Village. Specific tasks and associated hours to be determined during the project; Anticipated scope includes working in partnership with Village staff, including the Community Engagement Coordinator, on these example tasks: a. Develop an awareness campaign informing stakeholders of the problem and need for a decision b. Conduct public meeting(s) to inform the community of the options c. Gather, digest, and summarize community input for decision makers d. Develop a conservation program i. Develop a water conservation program that has specific and measurable targets for reduction in per capita water consumption e. Prepare outreach information such as handouts, posters, and web pages to promote water conservation II. DELIVERABLE DATES 2020 Kick-off meeting 8/20 Preliminary cost memo 10/19 Staff alternative route discussion 11/9 Public meeting 12/1 Draft Report submitted 12/14 2021 Staff comment meeting 1/19 Pre-final Board meeting (COW) 2/2 Study completed 2/8 Board approval 2/16 Joliet line participation deadline May 2021 1 -INTERGOVERNMENTAL AGREEMENT PROVIDING FOR JOINT WATER SOURCE STUDIES AMONG THE VILLAGE OF OSWEGO, KENDALL AND WILL COUNTIES, ILLINOIS, THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS, THE VILLAGE OF MONTGOMERY, KANE AND KENDALL COUNTIES, ILLINOIS, AND FOR JOINT ENGINEERING WATER STUDY THIS INTERGOVERNMENTAL AGREEMENT (the "Agreement") by and among the Village of Oswego, Kendall and Will Counties, Illinois ("Oswego") a home rule municipal corporation of the State of Illinois, the United City of Yorkville, Kendall County, Illinois ("Yorkville") a non-home rule municipal corporation of the State of Illinois and the Village of Montgomery, Kane and Kendall Counties, Illinois ("Montgomery"), a non-home rule municipal corporation of the State of Illinois, (collectively, the "Municipalities") entered into this ______ day of _________________, 2021. WITNESSETH: WHEREAS, the Constitution of the State of Illinois of 1970, Article VII, Section 10, provides that units of local government may contract or otherwise associate among themselves to obtain or share services and to exercise, combine, or transfer any power or function in any manner not prohibited by law or by ordinance and may use their credit, revenues, and other resources to pay costs related to intergovernmental activities; and, WHEREAS, the Intergovernmental Cooperation Act (5 ILCS 220/1 et seq.) provides that any power or powers, privileges, functions or authority exercised or which may be exercised by a public agency may be exercised, combined, transferred and enjoyed jointly with another public agency; and, WHEREAS, Oswego, Yorkville and Montgomery have determined that it is necessary to undertake a study of the long term sufficiency of the regional deep sandstone aquifers providing the groundwater to supply all of the residences and businesses within each of these Municipalities; and, 2 WHEREAS, it has been reported that the long term availability of the aquifers providing the groundwater supply to the Municipalities is in question and it is incumbent upon the Municipalities to study new water sources to serve their users as the population in the region continues to grow and industrial demands increase; and, WHEREAS, the Municipalities have also acknowledged that it is in the best interest of each of them to approach the study of available water sources on a regional basis in order to explore the construction of a regional water supply system to offset the extraordinary investment such an undertaking shall require; and, WHEREAS, the Municipalities agree that, in order to research available new water sources, engineering studies of potential supply routes, water quality, allocations from the Illinois Department of Natural Resources, construction cost estimates, operational cost estimates and unforeseen issues are necessary; and, WHEREAS, the Municipalities further agree that the investigation of a new water supply would also require legal analyses of governance issues pertaining to water usage such as permitting, conservation regulations, property acquisition and purchase contracts; and, WHEREAS, the Municipalities have agreed to jointly hire engineers, lawyers and such other experts as may be required to advise them on all of the matters, foreseen and unforeseen, on the advantages and disadvantages of all potential water supply sources all as hereinafter provided. NOW, THEREFORE, in consideration of the mutual promises, obligations and undertakings hereafter set forth, the Municipalities agree as follows: Section 1. The foregoing preambles are hereby incorporated into this Agreement as if fully restated in this Section 1. 3 Section 2. The Municipalities hereby agree to coordinate with one another to determine the professional services required to undertake and perform all necessary research, investigations and studies, and to jointly select all professional services to be provided, it being understood that the selection shall be in accordance with all applicable ordinances and laws of the State of Illinois and shall be by unanimous consent of the Municipalities. Section 3. Upon selection of a professional service, the Municipalities shall work together to determine the scope of any assignment, the deliverables from such assignment and the estimated cost. It is understood that all contracts or agreements for any professional service with an estimated cost in excess of $25,000 shall be subject to the approval of the corporate authorities of each of the respective Municipalities prior to the commencement of work. Section 4. The Municipalities agree to review all invoices for services rendered and to distinguish those costs which serves any one Municipality over the other Municipality, which cost shall be paid by the benefitted Municipalities. Payment of all invoices for professional services shall be made within thirty (30) days of review. Section 5. This Agreement and the rights of the Municipalities hereunder may not be assigned, and the terms and conditions of this Agreement shall inure to the benefit of and be binding upon the respective successors and assigns of the Municipalities. Section 6. This Agreement shall be interpreted and enforced under the laws of the State of Illinois. Any legal proceeding related to enforcement of this Agreement shall be brought in the Circuit Court of Kendall County, Illinois. In case any provision of this Agreement shall be declared and/or found invalid, illegal or unenforceable by a court of competent jurisdiction, such provision shall, to the extent possible, be modified by the court in such manner as to be valid, legal and enforceable so as to most nearly retain the intent of the Municipalities, and, if such modification is 4 not possible, such provision shall be severed from this Agreement, and in either case the validity, legality, and enforceability of the remaining provisions of this Agreement shall not in any way be affected or impaired thereby. Section 7. All notices required or permitted hereunder shall be in writing and may be given by (a) depositing the same in the United States mail, addressed to the party to be notified, postage prepaid and certified with the return receipt requested, (b) delivering the same in person, or (c) telecopying the same with electronic confirmation of receipt. If to the Village of Oswego: Village Administrator Village of Oswego 100 Parkers Mill Oswego, Illinois 60543 With a copy to: Karl Ottosen Ottosen Britz Kelly Cooper Gilbert & DiNolfo 1804 North Naper, Suite 350 Naperville, Illinois 60563 If to the City of Yorkville: City Administrator United City of Yorkville 800 Game Farm Road Yorkville, Illinois 60560     With a copy to:   Kathleen Field Orr 2024 Hickory Road, Suite 205 Homewood, Illinois 60430 If to the Village of Montgomery: Village Administrator Village of Montgomery 200 North River Street Montgomery, Illinois 60538 With a copy to: Laura M. Julien Mickey, Wilson, Weiler, Renzi & Andersson 140 South Municipal Drive Sugar Grove, Illinois 60542 5 Or any such other person, counsel or address as any Municipality hereto shall specify pursuant to this Section from time to time. Section 8. This Agreement may be executed in counterparts, each of which shall be deemed to be an original and both of which shall constitute one and the same Agreement. Section 9. This Agreement represents the entire agreement among the Municipalities pertaining to professional services for determining a new water supply source and there are no other promises or conditions in any other agreement whether oral or written pertaining thereto. Except as stated herein, this Agreement supersedes any other prior written or oral agreements between the Municipalities and may not be further modified except in writing acknowledged all of the Municipalities. Section 10. This Agreement shall be in full force and effect upon approval by resolution adopted by the corporate authorities of their respective Municipalities; provided, however, any Municipality may terminate this Agreement by providing thirty (30) calendar days' advance written notice to the other Municipalities. In the event a Municipality terminates it participation in this joint undertaking, such Municipality shall be responsible for its share of all costs incurred and costs to be incurred due to written contracts or commitments for thirty (30) days after the date of written notice. In such a case, this Agreement shall remain in full force and effect as to and between the remaining Municipalities. Section 11. This Agreement may be amended only with written consent of all Parties hereto. [SIGNATURE PAGE TO FOLLOW] 6 IN WITNESS WHEREOF, this Agreement, among the Village of Oswego, Kendall and Will Counties, Illinois, the United City of Yorkville, Kendall County, Illinois, the Village of Montgomery, Kane and Kendall Counties, Illinois and for Joint Engineering Water Study have executed this Agreement as dated below by each Mayor: United City of Yorkville, Kendall County, Illinois, a municipal corporation By: ________________________________ Mayor Attest: ____________________________ Village Clerk Village of Oswego, Kendall and Will Counties, Illinois, a municipal corporation By: _________________________________ Mayor Attest: ____________________________ Village Clerk Village of Montgomery, Kane and Kendall Counties, Illinois, a municipal corporation By: _________________________________ Mayor Attest: ____________________________ Village Clerk  100 Parkers Mill • Oswego, IL  60543 • (630) 554‐3618  Website:  www.oswegoil.org      AGENDA ITEM MEETING TYPE: Committee of the Whole MEETING DATE: August 18, 2020 SUBJECT: Alternative Water Source Evaluation ACTION REQUESTED: Resolution Authorizing the Execution of a Professional Services Contract with Baxter and Woodman of Mokena, IL for an Alternative Water Source Evaluation in an Amount Not-to-Exceed $280,000  BOARD/COMMISSION REVIEW: N/A  ACTION PREVIOUSLY TAKEN: Date of Action Meeting Type Action Taken 3/3/2020 Committee of the Whole Presentation on the Oswego water source and approval of the Village board to seek an engineering firm to evaluate alternative water source options. 8/4/20 Committee of the Whole Presentation of proposed scope for alternative water source evaluation. DEPARTMENT: Public Works SUBMITTED BY: Susan Quasney, Project Engineer FISCAL IMPACT: 5106070-574000 Utility System Improvements $405,600 Alternative Water Source Planning BACKGROUND: The Village of Oswego’s existing water source, the deep groundwater aquifer, will be at severe risk of depletion and no longer able to meet the Village’s maximum daily water demand sometime between 2030 and 2050. Groundwater modeling conducted by the Illinois State Water Survey indicates that the groundwater will eventually fall below the level of the existing well system due to the high area demand and the comparatively slow rate of recharge within the aquifer. The Village previously commissioned three related water studies. These studies evaluated future needs as the Village grows and looked at two different options for a sustainable and reliable water Alternative Water Source Evaluation 8/18/2020  2 | Page    source, not only for the Village of Oswego, but with the consideration for Yorkville and Montgomery as well. One study focused on the viability of obtaining water from the Fox River, and the other considered a connection to the DuPage Water Commission line that would bring in Lake Michigan water. Per Board direction in March, an RFQ was released in order to obtain a consultant to evaluate the Joliet option, develop a matrix that would allow comparison of the three options, and help determine the best course of action. The consultant is being asked to: 1. Evaluate Joliet water source option 2. Develop report comparing and contrasting Fox River, DuPage Water Commission, and Joliet options 3. Study need for a new well and storage 4. Provide community engagement firm, as required and directed by the Village o Engagement related to water source selection o Engagement related to water conservation measures 5. Evaluate feasibility of extending line to Montgomery and Yorkville The need to provide a response to Joliet in May of 2021 is driving the timeline for the consultant. These are the estimated deliverable dates based on award of the engineering services contract at the August 18th Board meeting. 2020 Kick-off meeting 8/20 Preliminary cost memo 10/19 Staff alternative route discussion 11/9 Public meeting 12/1 Draft Report submitted 12/14 2021 Staff comment meeting 1/19 Pre-final Board meeting (COW) 2/2 Study completed 2/8 Board approval 2/16 Joliet line participation deadline 5/21 DISCUSSION: The RFQ was posted on July 7th and three firms responded. Based on the quality of their proposal and interview, Staff recommends Baxter and Woodman for this project. On August 4th, Staff Alternative Water Source Evaluation 8/18/2020  3 | Page    presented the proposed scope of the project at the Committee of the Whole meeting for Board comment. After receiving direction, Baxter and Woodman was asked to estimate their costs based on an itemized scope of work. It was determined that legal costs and community engagements costs would be handled on an as-needed hourly basis. Legal costs are not included in this professional services agreement, but rather under a separate agenda item. Some community engagement hours are included with the assumption that the outside firm will be providing direction while staff will be performing a significant portion of the labor. At this time Baxter and Woodman estimate the cost to be $252,461, but there are a lot of unknowns with this evaluation. The not-to-exceed cost of $280,000 includes a contingency for some unanticipated work. If it appears this cap will be exceeded as the project progresses, it will again be brought before the Board for consideration. There are ongoing conversations with Yorkville and Montgomery regarding their level of participation. These towns will be greatly benefitted by inclusion in this project and it is our hope that they may join and contribute to this evaluation. RECOMMENDATION: Staff recommends award of a Professional Services Contract with Baxter and Woodman in an amount not-to-exceed $280,000 ATTACHMENTS:  Resolution 20 – R - ____ Professional Services Contract with Baxter and Woodman  Exhibit A - Baxter and Woodman Inc Consulting Services PSA  Attachment A – Alternative Water Source Proposal  Attachment B - Oswego Alternate Water Source Engineering Fee Schedule  100 Parkers Mill • Oswego, IL  60543 • (630) 554‐3618  Website:  www.oswegoil.org      AGENDA ITEM MEETING TYPE: Village Board MEETING DATE: August 18, 2020 SUBJECT: Appointment of Special Counsel ACTION REQUESTED: Pass the Resolution Appointing Caminer Law, LLC as Special Counsel for the Village of Oswego  BOARD/COMMISSION REVIEW: N/A  ACTION PREVIOUSLY TAKEN: Date of Action Meeting Type Action Taken 8/4/2020 Committee of the Whole Discussion of water source project scope, including retaining specialized legal services DEPARTMENT: Administration SUBMITTED BY: Dan Di Santo, Village Administrator FISCAL IMPACT: The FY21 CIP budget includes $405,600 for Alternative Water Source Planning. Per our Attorney Guidelines that were accepted by Caminer Law, the proposed rates for work are as follows:  Partner Attorneys: Max of $200  Associate Attorneys: Max of $200  Paralegal: Max of $150  Law Clerk: Max of $160 BACKGROUND: The Village recently issued an RFP for consulting services for an alternative water source evaluation. The recommended consultant, Baxter and Woodman, included a specialty attorney on their consultant team, Caminer Law, LLC. The nature of this water source evaluation lends itself to a specialty attorney, since no matter which of the three water source options are chosen there will be specialized legal documents that need to be drafted and reviewed. The selected water source Appointment of Special Counsel 8/18/2020  2 | Page    could involve joining an existing water commission, changing state law, establishing a new water commission or joint action water agency, or negotiating a water purchase agreement with a community. For these reasons, staff recommends appointment of a specialty attorney that is expert in the field of water agreements. DISCUSSION: The principal of Caminer Law, LLC, Irene Caminer, is an experienced attorney with more than 30 years of government experience, including 20 years as the General Counsel to the City of Chicago Department of Water Management. In her role, Irene managed 47 direct water supply agreements, negotiated the terms of water supply agreements, and helped develop conservation plans through the Illinois Department of Natural Resources. On this project, Irene’s role would be to provide advice, counsel, and guidance to the Village by analyzing general legal obligations involved in the various water source options, including drafting and reviewing legal agreements. As the recommended special counsel, Irene has agreed to the terms of the Village’s attorney guidelines, which set the expectations, standards, and billing policy required of Village attorneys. As such, staff recommends appointment of Caminer Law, LLC as special counsel to the Village of Oswego. RECOMMENDATION: Pass the Resolution. ATTACHMENTS: 1. Resolution 2. Attorney Guidelines 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 #13 Tracking Number PW 2021-20 Discussion of Wyland National Mayors Challenge for Conservation Public Works Committee – March 16, 2021 N/A Approval Majority Consideration of Support for the Wyland National Mayors Challenge for Conservation Erin Willrett Administration Name Department Summary Continue participation in a national program to challenge the residents to conserve water, energy and other natural resources, in alignment with City Council Goal #5 – Water Planning. Background Once again, the Wyland Foundation, in partnership with the National League of Cities and the U.S. Environmental Protection Agency, invited the United City of Yorkville to participate in the 10th annual National Mayor’s Challenge for Water Conservation. The commitment from the City to participate is as simple as drafting the statement of support below. There is no cost to the City. There were several items that were sent out to market this program in 2018, 2019 and 2020. Yorkville placed 5th in 2018, in 2019, Yorkville placed 13th and in 2020 Yorkvill eplace 8th in the 5,000-29,999 population category nation-wide! Residents who are interested in conservation efforts and who would like to accept the challenge can go online (www.mywaterpledge.com) and make a pledge to conserve water, energy, and other natural resources over the next year by selecting from different pledge options. Some options are as easy as wasting less food and recycling. When the resident enters their location, the drop-down menu for pledges will contain our draft statement about water conservation. Our draft statement will read as: “A sustainable water source for the City’s future water supply is a main focus for our community and its residents. Yorkville currently obtains its water from the deep sandstone aquifer, which is being steadily drawn down as it is being pumped beyond its long-term sustainable yield due to increasing water demands and growth of the region. The City is committed to building strong, collaborative relationships regionally for sustainable water use. We hope to partner with our neighboring communities and our actual neighbors to promote water conservation efforts in the home. By taking the water pledge, you can help extend the capacity of the City’s water supply.” When a resident goes online to accept the challenge, they will search for “Yorkville, IL”, the website will then walk the resident through the process to pledge to make thoughtful conservation choices at home. There are several check boxes that the residents can choose from depending on the changes they are pledging to make. At the end of the “choices” portion of the pledge, an email address is required and the option for the resident to be entered into the prize drawing is made as a check box. After the resident enters their email address the pledge process is complete. Additionally, the website has several informational items for the resident to read through and learn about. City standings in the challenge are on the website and the residents can check back and see how their “choices” positively affect the community. This program is designed to get residents to think about how their choices impact the natural environment and if changes are made, no matter how small, benefits add up quickly. There Memorandum To: Public Works Committee From: Erin Willrett, Assistant City Administrator CC: Bart Olson, City Administrator Date: March 16, 2021 Subject: Wyland National Mayors Challenge for Conservation is no further commitment and no additional information that is needed from the residents other than those listed above. The City will also be posting several items on social media and on our website to promote this challenge. The City’s main goal by promoting this program is to help residents be aware of the importance of the natural resources that are used on a daily basis and the pressing need to protect those precious resources. Recommendation While not a requirement to participate in the program, staff recommends an acknowledgment by the City Council in the attached Resolution for support of the statement above and participation in marketing the program. This initiative aligns with the City Council Goal #5 – Water Planning. Resolution No. 2021-____ Page 1 Resolution No. 2021-_____ A RESOLUTION OF THE UNITED CITY OF YORKVILLE, ILLINOIS IN SUPPORT OF THE “WYLAND MAYOR’S CHALLENGE FOR WATER CONSERVATION” WHEREAS, the United City of Yorkville (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 City continue to explore ways to manage residential consumption of water and power, and to inspire its residents to care for our natural resources; and WHEREAS, cities can engage in efforts to inspire their own communities, as well as their neighboring cities, to become better environmental stewards; and WHEREAS, the eighth annual National Mayor’s Challenge for Water Conservation presented by the Wyland Foundation and Toyota, with support from the U.S EPA WaterSense, The Toro Company, National League of Cities, Conserva Irrigation, and Earth Friendly Products (makers of ECOS), is a healthy, non-profit competition for cleaner communities and a water use and pollution reduction competition between our cities; and WHEREAS, with the encouragement of their Mayors, residents may register their participation in their city's Challenge, online, by making simple pledges to decrease their water use and to reduce pollution for the period of one year, thereby assisting their cities to apply State and Federal water conservation strategies and to target mandated reductions; and WHEREAS, from April 1- 30, 2021, the City of Yorkville wishes to inspire its residents and its neighboring communities to take the "Wyland Mayor's Challenge for Water Conservation" by making a series of online pledges at mywaterpledge.com to reduce their impact on the environment and to see immediate savings in their water, trash, and electricity bills; 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 the City agrees and supports the "Wyland Mayor's Challenge for Water Conservation" emphasis. Section 2: That the program is to be implemented from April 1- 30, 2021, through a series of communication and outreach strategies, whether new or existing, to encourage Yorkville residents to take the conservation "Challenge." Section 3: This Resolution shall be in full force and effect upon its passage and approval as provided by law. Resolution No. 2021-____ Page 2 Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this ____ day of __________________, A.D. 2021. ______________________________ 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 __________________, A.D. 2021. ______________________________ MAYOR United City of Yorkville Press Release, March 29, 2021 CONTACT: Erin Willrett, Assistant City Administrator 630-553-8574 ewillrett@yorkville.il.us 10th National Mayor’s Challenge for Water Conservation, April 1 – 30 Yorkville joins nationwide challenge to be most “water wise” Mayor Purcell is joining mayors across the country in asking residents to make a long-term commitment to manage water resources more wisely by taking part in the annual Wyland National Mayor’s Challenge for Water Conservation — In return residents can win $3,000 toward their Home Utility Payments, water saving fixtures, and hundreds of other prizes. Plus, one lucky charity from a winning city will receive a 2021 Toyota Highlander Hybrid to serve the community. The annual challenge, April 1- 30, is a non-profit national community service campaign to see which leaders can best inspire their residents to make a series of informative and easy-to-do online pledges at mywaterpledge.com to use water more efficiently, reduce pollution, and save energy. “This challenge is a great way for cities large and small to do our part for the planet – and reward our residents for doing the right thing.” said Mayor Purcell. Last year, residents from over 2,000 cities in all 50 U.S. states pledged to reduce their annual consumption of freshwater by over 1 billion gallons, reduce waste sent to landfills by 29 million pounds, and preventing hundreds of thousands of pounds of hazardous waste from entering our watersheds. To participate, residents enter online at mywaterpledge.com, and then make a series of online pledges to conserve water on behalf of Yorkville, IL. Cities compete in the following population categories: (5,000- 29,999 residents, 30,000-99,999 residents, 100,000-299,999 residents, 300,000-599,999 residents, and 600,000+ residents). ). Cities with the highest percentage of residents who take the challenge in their population category a chance to win $3,000 toward their Home Utility Bills, and hundreds more eco- friendly prizes including Toro Irrigation Smart Controllers, Gift cards for Hobie Surf Shops, and more. In addition, residents can nominate a deserving charity from their city to receive a 2021 Toyota Highlander Hybrid. Students and teachers are encouraged to take part, as well. The 10th National Mayor’s Challenge for Water Conservation is presented by the Wyland Foundation and Toyota, with support from the U.S EPA WaterSense, The Toro Company, National League of Cities, Hobie Surf and Petal.). About the Wyland Foundation Founded in 1993 by environmental artist Wyland (best known for his series of 100 monumental marine life murals), the Wyland Foundation, a 501c3 non-profit organization dedicated to promoting, protecting, and preserving the world’s ocean, waterways, and marine life. The foundation encourages environmental awareness through community events, education programs, and public art projects. www.wylandfoundation.org   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 Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number New Business #14 Tracking Number PW 2021-21 Surplus Disposal Request for Public Works Vehicles and Equipment Public Works Committee – March 16, 2021 Majority Approval See Attached Memo Eric Dhuse Public Works Name Department 1 | Page Memorandum To: Public Works Committee From: Eric Dhuse, Director of Public Works Carri Parker, Purchasing Manager CC: Bart Olson, Administrator Date: March 16, 2021 Subject: Surplus Disposal Request for Public Works Vehicles & Equipment Summary Authorizing the Disposal of Surplus Property Owned by the United City of Yorkville. Background During the budgeting process, staff evaluates its department fleet based on the Fleet Replacement Policy. Staff uses the Vehicle Replacement Evaluation Form to determine if a vehicle should continue its service within the said department, be repurposed, or be replaced/disposed of. Once the determination is reached to replace or dispose of the vehicle, it is up to the City Council to approve such action. Below are vehicles and equipment that the Public Works staff has determined needs to be disposed of with a score of 28 or more points based on the Vehicle Replacement Guideline Evaluation Form: 1999 John Deere 4500 with Loader This tractor has been used for landscaping, loading small trucks, mowing, and misc. tasks. Staff would like to trade-in this loader for the purchase of a new one. Trade-in value is $3,000 (Exhibit A). 2004 F350 Dump Truck, VIN #1FTWF37SX4ED64867, 97,200 miles This truck has been very serviceable for its 17-year career. It has been used to haul materials, pull trailers with equipment, and plow snow during this time. Between age and use, this truck is worn out. It still starts and runs, but we need something that can perform at a high level without the constant worry of mechanical failure. Per the Fleet Replacement Policy, this vehicle qualifies for replacement with a score of 34 (Exhibit B). The estimated value of this truck is between $4,000-$5,000. 2008 Ford F350 Utility Truck with Plow, Vin #1FDWF37Y08ED57176, 81,054 miles This vehicle was the utility truck for the Sewer Department then was transferred to the Water Department. This truck has been used to haul trailers, tools, and equipment to job sites along with snow plowing. The box is rusting through to the frame, and the front end needs extensive work. The replacement truck has already been approved and ordered; staff expects delivery Public Works Committee Surplus Disposal Request March 16, 2021 2 | Page within the next few weeks. Per the Fleet Replacement Policy, this vehicle qualifies for replacement with a score of 31 (Exhibit C). The estimated value of this truck is $4,000-$5,000. 2005 Ford F250 Extended Cab, VIN# 1FTSX21575EC28484, 114,000 miles This vehicle came from the Engineering Department. in 2010 and has been used in the water department since. It is currently being used as the meter repair truck. This vehicle has significant mechanical and body issues. The replacement truck has already been approved and ordered; staff expects delivery within the next few weeks. Per the Fleet Replacement Policy, this vehicle qualifies for replacement with a score of 36 (Exhibit D). The estimated value of this vehicle is $1,500-$2,500. 2004 Ford F150, VIN# 2FTRX18W04CA79086, 127,191 miles This vehicle came from the Engineering Department in 2010 and has been in the Water Department since. The vehicle is unreliable with its mechanical issues and is no longer in service. Per the Fleet Replacement Policy, this vehicle qualifies for replacement with a score of 35 (Exhibit E). The estimated value of this truck is between $1,500 - $2,500. 2000 GMC Safari Van, VIN# 1GKDM19W8YB540252, unknown miles This van came from the Recreation Division when they were done with it. We took it to use for the meter readers, and for a short time, we tried using it for meter installation. This vehicle's mechanical repairs are more than the value of the vehicle. Per the Fleet Replacement Policy, this vehicle qualifies for replacement with a score of 35 (Exhibit F). The estimated value of this vehicle is $1,000. Recommendation The staff recommendation is to dispose of said items listed above per the City Procurement Code upon approval of the surplus disposal. Attachments  Resolution  Exhibit A – Tractor/loader Trade-In Value  Exhibit B - Vehicle Replacement Evaluation Form – 2004 F350 Dump Truck  Exhibit C - Vehicle Replacement Evaluation Form – 2008 Ford F350 Utility Truck with Plow  Exhibit D - Vehicle Replacement Evaluation Form – 2005 Ford F250 Extended Cab  Exhibit E - Vehicle Replacement Evaluation Form – 2004 Ford F150  Exhibit F - Vehicle Replacement Evaluation Form – 2000 GMC Safari Van Resolution No. 2021-____ Page 1 Resolution No. 2021-___ A RESOLUTION OF THE UNITED CITY OF YORKVILLE, ILLINOIS, AUTHORIZING THE DISPOSAL OF PERSONAL PROPERTY OWNED BY THE CITY (City Owned Vehicles) WHEREAS, the United City of Yorkville (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, in the opinion of a majority of the Mayor and City Council (the “Corporate Authorities”) of the United City of Yorkville it is no longer necessary, useful to or in the best interests of the United City of Yorkville to retain ownership of the personal property hereinafter described; and, WHEREAS, 1999 John Deere 4500 with Loader, 2004 F350 Dump Truck, VIN, #1FTWF37SX4ED64867, 2008 Ford F350 Utility Truck with Plow, Vin #1FDWF37Y08ED57176, 2005 Ford F250 Extended Cab, VIN# 1FTSX21575EC28484, 2004 Ford F150, VIN# 2FTRX18W04CA79086, 2000 GMC Safari Van, VIN# 1GKDM19W8YB540252 have been found to have serious mechanical issues which would mandate costly repairs and therefore should be disposed of; and WHEREAS, it has further been determined that the disposal should be made in any manner deemed to be in the best interest of the City. NOW, THEREFORE, BE IT RESOLVED by the Mayor and City Council of the United City of Yorkville, Kendall County, Illinois: Section 1: The foregoing recitals are hereby incorporated in this Resolution as findings of the Corporate Authorities. Section 2: Pursuant to said Section 11-76-4 of the Illinois Municipal Code (65 ILCS 5/11-76-4), the City Administrator is hereby authorized and directed to proceed with the disposal of the vehicles through a public auction as deemed to be in the best interest of the City, disclaiming all warranties and representations of any kind or nature, whether oral or written, express or implied. Section 3: That this Resolution shall be in full force and effect from and after its passage and approval as provided by law. Resolution No. 2021-____ Page 2 Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this ____ day of __________________, A.D. 2021. ______________________________ 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 __________________, A.D. 2021. ______________________________ MAYOR Attest: ______________________________ CITY CLERK 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 Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number New Business #15 Tracking Number PW 2021-22 FY2021 Public Works Vehicle and Equipment Purchase Discussion Public Works Committee – March 16, 2021 Approval Majority See attached memo Eric Dhuse Public Works Name Department 1 | Page Summary Discussion of FY2021 Vehicle and Equipment Purchases. Background The City Council authorized the purchase of a new large dump truck and the rehab of two older dump trucks in FY 20, and the City took delivery of these trucks in FY 21. This put the City’s fleet of large dump trucks at 9 total: 1 new (2019), 1 almost new (2016), 2 rehabbed (2006 and 2008), and 5 older trucks (2004, 2006, 2007, 2007, and 2008). At this time, there is approximately $66,000 remain for equipment purchases in the Public Works Capital budget ($130,000 budgeted v. $63,986 spent to date) due to savings from a lower than anticipated purchase price for our skid steer and delaying the purchase of a mower. Staff would like to use the remaining budgeted funds to purchase a much needed replacement tractor. The proposed $680,000 plus the $66,000 remaining in the PW capital fund would be used to purchase the following vehicles and equipment: Equipment Purchase 1. Model: John Deere 4066R With Loader Price: $41,414.17 (purchased with leftover FY 21 funds, no budget amendment needed) Expected Delivery: 4-6 weeks Quote: Exhibit A This will replace a 1999 unit with unknown hours. Our current tractor does not have enough horsepower to do what we need it to do. After 22 years of service, it is time to replace this tractor with something that better suits our needs. The new tractor will be outfitted with a 10’ finish mower to help us improve our efficiency by saving us time when mowing large open areas such as treatment plants and tower sites. Memorandum To: Public Works Committee From: Eric Dhuse, Director of Public Works CC: Bart Olson, Administrator Date: March 16, 2021 Subject: Capital Purchases – PW Capital Discussion Public Works Committee Capital Item Purchases March 16, 2021 2 | Page 2. Model: Toro Z-Master 5000 Lawn Mower Price: $11,300. (7% increase over last year per vendor, purchased with FY 21 budget amendment funds) Expected Delivery: 4-6 weeks Quote: Exhibit B Addition to the fleet to assist in mowing. 3. Model: Caterpillar 930M Wheel loader Price: $153,580.00 (purchased with FY 21 budget amendment funds) Expected Delivery: Usually 6-8 weeks. It could be longer if demand increases. Quote: Exhibit C This will replace a 2006 unit with mechanical problems, needs new tires ($12,000), and the cab is rusting severely. We looked at rehabilitation for this machine, but the cost is too great compared to the resale value. 4. Model: SP300 Dual Spray Squeegee Sealcoat Machine Price: $54,034.50 (purchased with FY 21 budget amendment funds) Expected Delivery: 4-8 weeks from order date Quote: Exhibit D A new addition to the fleet to maintain trails and parking lots. 5. Model: LineLazer 5900 Striping machine Price: $8,500.00 (purchased with FY 21 budget amendment funds) Expected Delivery: Immediate Quote: Exhibit E This is a replacement for a current unit that does not have laser guidance or the ability to stripe dual lines. 6. Grapple bucket for wheel loader Price: $15,000 (purchased with FY 21 budget amendment funds) Expected Delivery: Immediate Quote: Waiting for a quote, will provide when available. Public Works Committee Capital Item Purchases March 16, 2021 3 | Page Vehicle Purchase 1. Model: 1 Ton Truck with Plow (proposing 2 trucks) Price: $114,000 each – includes utility boxes and snowplows. (purchased with FY 21 budget amendment funds, almost certainly rolled over into FY 22) Expected Delivery: unknown. It could be August, could be later Quote: Exhibit F One of the proposed trucks will be a replacement for a 2004 model, and one will be an addition to the fleet. The 2004 model has 97,000 miles of hauling materials and plowing snow. It has served us well, but it is now time to replace it before anything significant goes wrong. 2. Model: Peterbilt 348 Single Axle Cab & Chassis Price: $216,000 - includes equipment needed to outfit the vehicle. (purchased with FY 21 budget amendment funds, almost certainly rolled over into FY 22) Expected Delivery:10-12 months from order date Quote: Exhibit G This will be an addition to the fleet to assist in snow removal operations. Unfortunately, It will not be here for the next plow season. 3. Model: Rehabilitation of two (2) 2007 International dump trucks Price: $150,000 – includes box replacement, sandblasting and painting of steel parts, new spreader, new brine tank system, new strobe lights, new hydraulic block and lines, and new plow for one of the units. (purchased with FY 21 budget amendment funds, almost certainly rolled over into FY 22) Expected Delivery – 3-6 months after approval. These will be ready for the next plow season, which is crucial. 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PATENT PENDING PATENT PENDING PATENTED 11 12 18' 18' ONLY LINELAZER V OFFERS 4 DISTINCT MODES OF STRIPING: AUTOMATICMANUAL Push a button instead of pulling a lever — easy and fast Re-stripe Jobs Long Line Striping — City Streets Parking Stall Stripes Re-stripe Jobs Parking Lot Lines — All Sizes Road Stripes—City Streets Skip Lines — Bike Paths New Parking Lot Layout Jobs Raised Marker Layout Ghost Markings for Odd Jobs Re-stripe Jobs Parking Lot Lines — All Sizes Road Stripes (Re-stripes) — City Streets Skip Lines — Bike Paths AUTOMATIC Automatic skip lines have never been easier or more accurate SEMI-AUTOMATIC Perfect restripes for parking stalls or center line skips — push the button and it does the rest AUTO-LAYOUT II No more cans to deal with — cuts up to 50% of your layout time EXCLUSIVE LINELAZER VAUTOMATIC STRIPING MODES NEVER PULL A LEVER AGAIN Stop pulling a lever all day and eliminate jobsite fatigue. Only Graco LineLazer V HP Automatic units provide simple push button striping. EasyMark Gun Adjustment System LazerGuide 1700 Start/Stop Laser EZ Align Wheel System DualComfort Handle Bar System LazerGuide 2000 Laser-Guided Layout System LiveLook Display with SmartControl Distinctive Blue Frame PUSHANDHOLD ➧ PUSH START ➧ PUSH START ➧ PUSH START ➧RELEASETO STOP ➧ PUSH STOP ➧ PUSH STOP ➧AUTO STOP 18' STRIPING MODES BREAKTHROUGH INNOVATIONSONLY FOUND ON LINELAZER V Exclusive Graco LineLazer V features that will decrease the time to finish a job — increasing your productivity and profitability. • W • W • • WWW J-Log System with USB Download 13 14 LINELAZER V ES 2000 STANDARD SERIES STRIPER PART # LineLazer V ES 2000, 2 Manual Guns, 2 Batteries 25N550 AUTOMATICALLY STRIPE SKIP LINES Automatic Paint Gun System • Reduce operator fatigue — push button line production • Quality solenoid-driven system ELIMINATE LINE LENGTHGUESSWORK Automatic Paint Gun System • Marker Gun Mode — perfect for parking lot layout work VALUABLE JOB INFORMATION J-Log System with USB Download • Proof of job = more striping opportunities • USB download capability allows you to capture and save all job data NO ENGINE NOISE, VIBRATION, OR FUMES • Complete any job at any time without production shutdowns or disruptions • Reduce user fatigue while delivering perfect lines on all surfaces • Improved jobsite conditions QUIET, RELIABLE POWER Two Sealed AGM Batteries • Maintenance-free design • Stripe up to 60 gallons on a single charge SIMPLE, PLUG-IN CHARGING Onboard 120 V Inverter/Charger • Plug into 120 V wall power for stationary applications EASY GUN ADJUSTMENTS EasyMark Gun Adjustment System • Perfect gun setup every time with easy-to-use Guide Mark System • 2-gun capability with QuikSelect Gun Selector IMPROVED FRONT WHEELADJUSTMENT EZ Align Wheel System • Simple way to keep striper tracking straight CONSISTENT SPRAY FAN SmartControl 3.0 • Eliminates pressure fluctuation for unmatched line quality REAL-TIME JOBPERFORMANCE DATA LiveLook Display with SmartControl • Tracks all aspects of your job MAINTENANCE-FREE POWER MaxPower DC Motor • Field-proven brushless design RELIABLE, LONG-LIFE PUMP Endurance Chromex Pump • Industry-best pump performance — field proven design • Handle the most demanding materials with long-life rod treatment • 4X harder than ordinary chrome THE LONGEST LASTING DRIVE Advantage Drive • Improved jobsite conditions with extremely quiet operation Also includes all LineLazer V ES 2000 Standard Series features: • No engine noise, vibration, or fumes • Two sealed AGM batteries • Onboard 12V Inverter/Charger • EasyMark Gun Adjustment System • SmartControl 3.0 • LiveLook Display with SmartControl • MaxPower DC Motor • Endurance Chromex Pump • Advantage Drive DOUBLE YOUR PRODUCTIVITY Add a LineDriver ES for an unmatched quiet, fume-free performance. LINELAZER V ES 2000 STANDARD, FUME-FREE STRIPING The LineLazer V ES 2000 is safe to use indoors, while having the power and performance for outdoor jobs. LINELAZER V ES 2000 FULLY AUTOMATED, FUME-FREE STRIPING Improve your productivity by adding Automatic Guns to your LineLazer V ES 2000. SERIES SERIESSERIES SERIES LINELAZER V ES 2000 HP AUTOMATIC SERIES STRIPERS PART # LineLazer V ES 2000, 2 Guns: 1 Automatic, 1 Manual, 2 Batteries 25N551 LineLazer V ES 2000, 2 Automatic Guns, 2 Batteries 25N552 LineLazer V ES 2000, 2 Guns: 1 Automatic, 1 Manual, 2 Batteries, LazerGuide 2000 25N559 LineLazer V ES 2000, 2 Automatic Guns, 2 Batteries, LazerGuide 2000 25N560 STANDARD SERIES 15 16 MORE PROFITS, LESS SETUP TIME Easy, one-person laser-quality line production to improve productivity and eliminate the need for tape measures, string, or chalk. LINELAZER V 3900/5900 STANDARD SERIES STRIPERS PART # LineLazer V 3900, 2 Manual Guns 17H450 LineLazer V 5900, 2 Manual Guns 17H455 LINELAZER V 3900/5900 HP AUTOMATIC SERIES STRIPERS PART # LineLazer V 3900, 2 Guns: 1 Automatic, 1 Manual 17H452 LineLazer V 3900, 2 Automatic Guns 17H453 LineLazer V 3900, 2 Guns: 1 Automatic, 1 Manual, LazerGuide 2000 17U804 LineLazer V 3900, 2 Automatic Guns, LazerGuide 2000 17U805 LineLazer V 5900, 2 Guns: 1 Automatic, 1 Manual 17H457 LineLazer V 5900, 2 Automatic Guns 17H458 LineLazer V 5900, 2 Guns: 1 Automatic, 1 Manual, LazerGuide 2000 17U802 LineLazer V 5900, 2 Automatic Guns, LazerGuide 2000 17U803 LAZERGUIDE 2000 LASER-GUIDED LAYOUT SYSTEM STANDARD SERIES LINELAZER V 3900/5900 DEPENDABLE, ONE- OR TWO-GUN STRIPING When it’s time for 1- or 2-gun airless line striping, the LineLazer V 3900/5900 Standard Series stripers are an excellent choice. These durable striping machines deliver consistent lines for all your basic striping needs. LINELAZER V 3900/5900 FULLY AUTOMATED STRIPING SOLUTION For those advanced striping jobs that require layout work or skip lines, Graco has a solution for you with the LineLazer V 3900/5900 HP Automatic line stripers. Add the LazerGuide 2000 Laser-Layout System and remove all the guesswork. EASY GUN ADJUSTMENTS EasyMark Gun Adjustment System • Perfect gun setup every time with easy-to-use Guide Mark System • 2-gun capability with QuikSelect Gun Selector IMPROVED FRONT WHEELADJUSTMENT EZ Align Wheel System • Simple way to keep tracking straight EASY HANDLEBARADJUSTMENT DualComfort Handlebar System • Fits all users — easy to adjust REAL-TIME JOBPERFORMANCE DATA LiveLook Display with SmartControl • Tracks all aspects of your job AUTOMATICALLY STRIPESKIP LINES Automatic Paint Gun System • Reduce operator fatigue — push button line production • Quality solenoid-driven system VALUABLE JOB INFORMATION J-Log System with USB Download • Proof of job = more striping opportunities • USB download capability allows you to capture and save all job data LESS LAYOUT TIME Auto-Layout II • Easy to use— cuts layout time in half • Exclusive LazerGuide 1700 Start/Stop Laser STAY CHARGED Onboard Battery Power • 12 V battery stays charged when unit is running • Easily power LED lights, safety beacons, and lasers HIGHER PRODUCTIVITY Stop wasting time with strings, tape measures, and chalk LESS LABOR One-person parking lot striping LESS FATIGUE No more kneeling down to move string lines or measuring tapes SIMPLE OPERATION Just line it up with the target box and go ACCURATE STRIPING Straight lines every time — even in windy conditions Parking Lots Intersections Athletic Fields SERIES SERIESSERIES SERIES LineLazer V 3900 Standard shown LineLazer V 5900 HP Automatic shown Shown with LazerGuide 2000 Also includes all LineLazer V 3900/5900 Standard Series features: • EasyMark Gun Adjustment System • EZ Align Wheel System • DualComfort Handlebar System • LiveLook Display with SmartControl DOUBLE YOUR PRODUCTIVITY Add a LineDriver for unmatched performance. 17 18 SERIES SERIES LINELAZER V 200HS STANDARD, HIGH PERFORMANCE SOLUTIONS With high production features, the LineLazer V 200HS is a true workhorse designed for the most demanding jobs like large parking lot jobs, airports, and city jobs that require precise lines. LINELAZER V 200HS AUTOMATIC, HIGH PERFORMANCE SOLUTIONS The LineLazer V 200HS HP Reflective line striper is ideal for those high-production jobs that require reflective beads. EASY HANDLEBAR ADJUSTMENT DualComfort Handlebar System • Fits all users — easy to adjust IMPROVED FRONT WHEEL ADJUSTMENT EZ Align Wheel System • Simple way to keep tracking straight — no tools needed EASY GUN ADJUSTMENTS EasyMark Gun Adjustment System • Perfect gun setup every time with easy-to-use Guide Mark System EASY SOLID/SKIP-LINECOMBINATIONS QuikSelect Gun Selector • Independently control two guns with one lever — solid/skip RELIABLE, EASY-TO-START POWER Honda GX Engine • Contractor preferred — excellent power and proven reliability RELIABLE, LONG-LIFE PUMP Endurance Chromex Pump • Industry-best pump performance — field-proven design • Handle the most demanding materials with long-life rod treatment • 4X harder than ordinary chrome EASY MAINTENANCE ANDLESS CLOGGING Easy Out Pump Filter • Inside-out design means less mess and fewer tip clogs PUSH BUTTON CONTROL Automatic, Semi-Automatic Guns • Reduce operator fatigue — push button line production • Takes the guesswork out of line length VALUABLE JOB INFORMATION J-Log System with USB Download • Proof of job = more striping opportunities • USB download capability allows you to capture and save all job data LESS LAYOUT TIME Auto-Layout II • Easy to use — cuts layout time in half • Exclusive LazerGuide 1700 Start/Stop Laser STAY CHARGED Onboard 12 V Battery Power • Stays charged when unit is running • Easily power LED lights, safety beacons, and lasers SUPERIOR BEAD APPLICATIONPERFORMANCE Pressurized EZ Bead System • Ensures proper bead flow and paint penetration • Large-volume bead tank holds up to 120 lbs LINELAZER V 200HS STANDARD SERIES STRIPER PART # LineLazerr V 200HS, 2 Manual Guns 17H461 LINELAZER V 200HS HP REFLECTIVE SERIES STRIPER PART # LineLazer V 200HS, 2 Automatic Guns, 1 Pressurized Bead Tank 17H465 LINELAZER V 200HS HP AUTOMATIC SERIES STRIPERS PART # LineLazer V 200HS, 2 Guns: 1 Automatic, 1 Manual 17H463 LineLazer V 200HS, 2 Automatic Guns 17H464 Also includes all LineLazer V 200HS Standard Series features: • DualComfort Handlebar System • EZ Align Wheel System • EasyMark Gun Adjustment System • QuikSelect Gun Selector • Honda GX Engine • Endurance Chromex Pump • Easy Out Pump Filter SERIES SERIESSERIES SERIES HP AUTOMATIC/REFLECTIVE SERIESSTANDARD SERIES DOUBLE YOUR PRODUCTIVITY Add a LineDriver for unmatched performance. 19 20 SERIES SERIES HP REFLECTIVE SERIES SERIES SERIES LINELAZER V 250SPS HIGH-VOLUME PERFORMANCE STRIPING With exclusive automatic paint guns and hydraulic power, the LineLazer V 250SPS is a self-propelled system that is ideal for large, heavy-duty line striping jobs, including airports and streets. APPLICATION FLEXIBILITY Automatic Gun Control System • Simple, push button Manual, Automatic, or Semi-Automatic guns FAST STARTING Electric Start LESS REFILLING 25-Gallon (95 L) Paint Hopper • Extended striping time with large capacity hopper RELIABLE, ELECTRICSTART POWER Honda GX Engine • Contractor preferred — excellent power and proven reliability STRIPING INFORMATIONAT A GLANCE Remote Mount Control Box • Simple to use and easy to see in all conditions UNINTERRUPTED PERFORMANCE Graco Hydraulic Motor • No-Stall design CONSISTENT, PRECISE LINES Flex Plus Guns • Industry-proven paint guns deliver proven performance, every time PRECISE MATERIAL FLOW Endurance Chromex Pump • Consistency with a wide range of striping materials STRAIGHTER LONG LINES Front or Rear Gun Mount • Use up to six guns SIMPLE OPERATION Exclusive Self-Centering Front Wheel • Foam-filled, three-wheel design for stability SUPERIOR BEAD APPLICATIONPERFORMANCE Pressurized EZ Bead System • Ensures proper bead flow and paint penetration • Available with one or two 120 lb bead tanks LINELAZER V 250SPS HP AUTOMATIC SERIES STRIPER PART # LineLazer V 250SPS, 2 Automatic Guns 17H467 LINELAZER V 250SPS HP REFLECTIVE SERIES STRIPERS PART # LineLazer V 250SPS, 2 Automatic Guns, 1 Pressurized Bead Tank 17J951 LineLazer V 250SPS, 2 Automatic Guns, 2 Pressurized Bead Tanks 17H469 LineLazer V 250SPS, 2 Automatic Guns, 1 Pressurized Bead Tank, LazerGuide 3000 25D345 LineLazer V 250SPS, 2 Automatic Guns, 2 Pressurized Bead Tanks, LazerGuide 3000 25D340 LINELAZER V 250SPS HIGH PERFORMANCE REFLECTIVE SOLUTIONS The LineLazer V 250SPS HP Reflective line striper is ideal for those high-production jobs that require reflective beads. Also includes all LineLazer V 250SPS HP Automatic features: • Automatic Gun Control System • Electric Start • 25-Gallon (95 L) Paint Hopper • Honda GX Engine • Remote Mount Control Box • No-Stall Hydraulic Motor • Flex Plus Guns • Endurance Chromex Pump • Front or Rear Gun Mount • Exclusive Self-Centering Front Wheel 21 22 HP AUTOMATIC/REFLECTIVE SERIESSTANDARD SERIES SERIES SERIES LINELAZER V 200DC DUAL COLOR STRIPING FOR SMALLER JOBS The LineLazer V 200DC provides a cost-effective walk-behind dual color striping solution for smaller applications. TWO UNITS IN ONE Dual-Color Capable • No need for separate yellow and white machines LESS REFILLING Large, Dual 10-Gallon Hoppers UNINTERRUPTED PERFORMANCE Dual Graco Hydraulic Motors • Proven no-stall design REAL-TIME JOBPERFORMANCE DATA LiveLook Display with SmartControl • Tracks all aspects of your job STABILITY FORSTRAIGHTER LINES Exclusive LineLazer Cart • Straighter lines from the industry’s best-balanced chassis • Accepts LineDriver user-friendly ride-on system EASY GUN ADJUSTMENTS EasyMark Gun Adjustment System • Perfect gun setup every time with easy-to-use Guide Mark System • 2-gun capability with QuikSelect Gun Selector IMPROVED FRONT WHEELADJUSTMENT EZ Align Wheel System • Simple way to keep unit tracking straight — no special tools needed EASY HANDLEBARADJUSTMENT DualComfort Handlebar System • Fits all users — easy to adjust SUPERIOR BEAD APPLICATIONPERFORMANCE Pressurized EZ Bead System • Ensures proper bead flow and paint penetration • Large-volume bead tank holds up to 120 lbs PUSH BUTTON CONTROL Automatic, Semi-Automatic Guns • Reduce operator fatigue — push button line production • Takes the guesswork out of line length VALUABLE JOB INFORMATION J-Log System with USB Download • Proof of job = more striping opportunities • USB download capability allows you to capture and save all job data STAY CHARGED Onboard 12V Battery Power • Stays charged when unit is running • Easily power LED lights, safety beacons, and lasers LINELAZER V 200DC STANDARD SERIES STRIPER PART # LineLazer V 200DC, 2 Manual Guns 17Y231 LINELAZER V 200DC HP REFLECTIVE SERIES STRIPER PART # LineLazer V 200DC, 2 Automatic Guns, 1 Pressurized Bead Tank 17Y270 LINELAZER V 200DC HP AUTOMATIC SERIES STRIPER PART # LineLazer V 200DC, 2 Automatic Guns 17Y269 LINELAZER V 200DCHIGH PERFORMANCE SOLUTIONS The LineLazer V 200DC HP Automatic and Reflective stripers are ideal for those dual color applications where increased productivity is required. Also includes all LineLazer V 200DC Standard features: • Dual Color-Capable • Dual 10-Gallon Hoppers • Dual Graco Hydraulic Motors • LiveLook Display with SmartControl • Exclusive LineLazer Cart • EasyMark Gun Adjustment System • EZ Align Wheel System • DualComfort Handlebar System SERIES SERIES DOUBLE YOUR PRODUCTIVITY Add a LineDriver for unmatched performance. SERIES SERIES 23 24 SERIES SERIES HP REFLECTIVE SERIES SERIES SERIES LINELAZER V 250DC DUAL COLOR STRIPING SOLUTIONS The LineLazer V 250DC is an ideal striper for large, dual color jobs. UNINTERRUPTED PERFORMANCE Dual Graco Hydraulic Motors • Proven no-stall design PRECISE MATERIAL FLOW Endurance Endurance Chromex Pumps • Consistency with a wide range of striping materials SIMPLE OPERATION Exclusive Self-Centering Front Wheel • Foam-filled, three-wheel design for stability ALL-DAY COMFORT Exclusive Stand-On Platform • Ergonomic design for standing provides optimized viewing LESS REFILLING Dual 15-Gallon Paint Hoppers • Simultaneously spray two colors and refill less often LONG LINES Front or Rear Gun Mount • Use up to six guns CONSISTENT, PRECISE LINES Flex Plus Guns • Industry proven paint guns deliver proven performance, every time RELIABLE, ELECTRICSTART POWER Honda GX Engine • Contractor preferred — excellent power and proven reliability SUPERIOR BEAD APPLICATIONPERFORMANCE Pressurized EZ Bead System • Ensures proper bead flow and paint penetration • Large-volume bead tanks hold up to 120 lbs each LINELAZER V 250DC HP AUTOMATIC SERIES STRIPERS PART # LineLazer V 250DC, 2 Automatic Guns 17H471 LineLazer V 250DC, 3 Automatic Guns 17H472 LINELAZER V 250DC HP REFLECTIVE SERIES STRIPERS PART # LineLazer V 250DC, 2 Automatic Guns, 2 Pressurized Bead Tanks 17H473 LineLazer V 250DC, 3 Automatic Guns, 2 Pressurized Bead Tanks 17H474 LineLazer V 250DC, 2 Automatic Guns, 2 Pressurized Bead Tanks, LazerGuide 3000 25D343 LineLazer V 250DC, 3 Automatic Guns, 2 Pressurized Bead Tanks, LazerGuide 3000 25D344 LINELAZER V 250DCHIGH PERFORMANCE REFLECTIVE SOLUTIONS The LineLazer V 250DC HP Reflective is ideal for large, dual color jobs that require glass beads. Also includes all LineLazer V 250 HPAutomatic features: • Dual Color Capable • Dual 15-Gallon Hoppers • Dual Graco Hydraulic Motors • Automatic, Semi-Automatic Guns • Onboard 12 V Battery Power • EasyMark Gun Adjustment System • Self-Centering Front Wheels • Easy Handlebar Adjustment 25 26 THE INDUSTRY’S FIRST ELECTRIC BATTERY-POWERED LINEDRIVER!SOLUTIONS THAT IMPROVE YOUR STRIPING PRODUCTIVITY LINEDRIVER AND LINEDRIVER HD WHY WALK WHEN YOU CAN RIDE? Graco LineDriver and LineDriver HD attachments connect to your LineLazer striper to provide the most innovative, user-friendly ride-on systems available to double your striping productivity. RIDE-ON SYSTEM RIDE-ON SYSTEM LINEDRIVER ES WHY WALK WHEN YOU CAN RIDE? The Graco LineDriver ES is the quietest, most innovative, user-friendly ride-on system. Simply connect the LineDriver ES to your LineLazer striper to double your striping productivity on any indoor or outdoor job, without the engine noise, vibration, or fumes. LINEDRIVERS PART # LineDriver 262004 LineDriver HD 262005 LINEDRIVER PART # LineDriver ES 25N555 LOW-LIGHT ACCURACY FlexBeam™ LED Light System • New LED light for improved brightness with long life and less amp draw • Retractable, breakaway design prevents damage and keeps you striping RIDE WITH EASE Patented Dual Foot Pedal System • Adjustable pedals to fit every user • Forward and reverse capability EASY STARTING Exclusive ProStart™ Engine Starting System • Up to 50% less pulling effort to start the engine • Outperforms other starting systems in cooler weather ULTIMATE COMFORT Cool-Comfort™ Seat • Gray color stays cool in direct sunlight • High-back seat for added support • Extra padding for all-day comfort RELIABLE, EASY-TO-START POWER Honda GX Engine • Contractor preferred — excellent power and proven reliability HIGH-SPEED PRODUCTIONEFFICIENCY • 10 mph maximum speed • 9-12 hours of run time QUIET, ALL-DAY RELIABLE POWER High-Capacity Batteries • Four, 6 V Sealed Lead-Acid 225 Ahr AGM Batteries CONSISTENT LINES EVERY TIME ExactMil™ Speed Control • Set your speed for guaranteed perfect lines every time • Exactly meet the mil thickness requirement — resulting in quality work with no wasted paint SUPERIOR CONTROL ANDEXTENDED RUN-TIME SmartDrive™ Technology withAdvanced Eco-Mode • Performance and feel of a Gas-powered LineDriver • Regenerative braking recharges batteries to extend run-time • Eco-Mode allows for 12 full hours of run time and precise control at low speeds SIMPLE, PLUG-IN CHARGING Onboard 24 V Charger • Longer battery life with extended battery-tender feature EASY ACCESSORY CHARGING Dedicated 12 V Power Supply • Dual “cigarette lighter” power supplies for all your accessories • Dual LED light outputs QUICK-VIEW POWER LEVEL Battery Monitor System • Displays battery level for easy recall • Alerts user when battery is low and requires a recharge ON-HAND STORAGE Back Rack Storage Shelf • Convenient storage for on-the-job supplies PATENT PENDING 27 28 LINELAZER V 3900/5900/130HS/200HS/200DC Solenoid Kit 25A490 Solenoid Kit. Includes 1 solenoid, cable. Will convert existing manual gun to fully automatic. Must have HP Series unit LazerGuide 1700 Start/Stop Laser 25A530 LazerGuide 1700 Laser Kit. Kit includes laser, laser mount, and all hardware (battery and charger not included) 25A526 Battery and charger kit for laser when used with LineLazer V Standard stripers LazerGuide 2000 Laser-Guided Layout System 17T540 LazerGuide 2000 Laser with LazerGuide Target Box and mounting hardware for all LineLazer V 3900, 5900, and 200hs/dc HP Automatic/Reflective 17T541 LazerGuide 2000 Laser with LazerGuide Target Box and mounting hardware for all LineLazer V 3900, 5900, and 200hs/dc Standard (battery included) 17T544 LazerGuide 2000 Laser with LazerGuide Target Box and mounting hardware for LineLazer 130hs 17T536 LazerGuide Target Box LazerGuide 3000 Long-Line Laser 17V405 LazerGuide 3000 Kit includes laser and all mounting hardware for LineLazer 5900, 200hs/dc HP Automatic/Reflective Turf Tire Kit 249082 Rear Turf Tire Kit. Includes 2 rear tires for use on turf fields Line Pointer 25A620 40 inch Retractable Pointer Kit. Kit Includes pointer and all necessary hardware to mount on all LineLazer V 3900, 5900, 130hs, 200hs/dc, and LineLazer ES 1000/2000 units only Hitch Kit 25N787 Hitch Kit. Kit includes hitch, ball, and hardware to connect to LineDriver 116913 Hitch Ball - includes lock washer and nut LineDriver Battery Kit 245343 LineDriver Battery Kit. Includes battery and mounting brackets LineLazer V Light Kit 17R473 High-output light for LineLazer V 3900, 5900, and 200hs/dc (battery and charger not included) Bead Systems Bead Systems – To add either a gravity or pressurized bead system, see page 29 Paint Hopper 241104 Spend less time refilling and more time striping. 15-Gallon for LineLazer 3900, 5900, 130hs, and 200hs 25N622 Dual 10-Gallon Hoppers for LineLazer V 200dc 25N603 Dual 5-Gallon Bucket kit for LineLazer V 200dc Other Kits 25N653 Front weight kit for LineLazer V 3900, 5900, 130HS, and 200hs/dc 17Z688 3-Wheel Kit for LineLazer V 3900, 5900, 130HS, and 200hs/dc 248157 Flex Plus Airless Spray Gun - Includes RAC 5 Tip and Guard ACCESSORIES ACCESSORIES LINELAZER V 250SPS AND 250DC Upgrade Kit for 2-Pumps 17K356 LineLazer V 250sps only: add second pump kit – complete. To upgrade from single pump SPS to a 2-pump DC – kit includes paint pump, filter, hydraulic hose lines, dual 15-gallon paint tanks, and all hardware Paint Gun Kit 17K791 Paint Gun Kit – complete. Kit includes flex gun, LL5319 tip, guard, 7 ft 1/4 in paint hose, gun cable, gun mount LazerGuide 1700 Start/Stop Laser 25A691 LazerGuide 1700 Laser Kit. Kit includes laser, laser mount, and all hardware LazerGuide 3000 Long-Line Laser 17T542 LazerGuide 3000 Laser Kit includes laser, laser mount, and all hardware Stencil Kits 24G778 Paint Gun Stencil Kit includes 1 Flex Gun, 286425 tip, guard, and 50 ft x 1/4 in hose 238957 Hand Bead Applicator Kit (use with EZ Bead Pressurized Bead System) and mounting brackets. Kit includes 1 bead gun, (2) 3/4 in x 24 ft clear hoses, .234 in/.35 degree tip, 1 ft extension tube, on/off valve, and bracket to mount to paint stencil gun 24G778 19B119 Hand Bead Applicator Kit (use with EZ Bead Pressurized Bead System) - Includes 1 bead gun, (2) 3/4 in x 4 ft clear hoses and all fittings needed to connect to the LineLazer PBS System Turf Tire Kit 249083 Rear Turf Tire Kit includes 2 rear tires for use on turf fields. Also fits standard LineDriver LineLazer V Light Kit 24M598 Provides improved visibility in low-light conditions. High-output light (LineLazer 250sps and 250dc) Bead Systems Bead Systems – To add either a gravity or pressurized bead system, see page 29 Paint Hoppers 278452 25-Gallon Hopper. (LineLazer V 250sps only) Includes: (1) 25-gallon hopper, lid, and straps Gravity Bead Systems To add a gravity bead system, see page 29 LazerGuide 2000 Laser-Guided Layout System 17T543 LazerGuide 2000 Laser with LazerGuide Target Box, and mounting hardware Paint Hopper 17P444 Spend less time refilling and more time striping. 15-Gallon Hopper for LineLazer ES 1000 (hopper also fits LineLazer 3400) 25N710 15-Gallon hopper for LineLazer V ES 2000 Batteries 17N448 12 V 100 AH single battery 24Z724 2nd Battery Kit includes 1 battery (17N448) and battery connections ACCESSORIES LINELAZER ES 1000/2000 Gun Kit 25A491 Manual Gun Kit includes flex gun, LL5319 tip, guard, vertical gun bar, horizontal gun bar, and manual gun cable Hitch Kit 24Z805 Hitch Kit includes hitch, ball, and hardware to connect to LineDriver LazerGuide 1700 Start/Stop Laser 17P782 LazerGuide 1700 Laser Kit includes laser, laser mount, and all hardware Line Pointer 25A620 40 in Retractable Pointer Kit LineLazer ES 1000 LED Light Kit 17R472 High-output LED light for LineLazer ES 1000/2000 29 30 EZ BEAD DISPENSING SYSTEMS LINELAZER RAC® 5 SWITCHTIP™ SPRAY TIPS Graco's complete line of LineLazer SwitchTip spray tips have the right tip for all your striping needs. IN MM .013 .015 .017 .019 .021 .023 .025 .027 .029 .031 .033 .035 .039 .043 LINE WIDTH2-4 (51-102)213 215 217 219 4-6 (102-152)315 317 319 321 323 325 327 329 331 333 335 339 343 4-8 (102-204)417 419 421 423 425 427 429 431 435 439 443 8-12 (204-305)621 623 625 627 629 631 635 639 643 Flow Rate (gpm).18 .24 .31 .38 .47 .57 .67 .77 .90 1.03 1.17 1.31 1.63 1.98 Flow Rate (lpm).69 .91 1.17 1.47 1.79 2.15 2.54 2.96 3.42 3.90 4.42 4.98 6.18 7.51 *Chart indicates the SwitchTips orifice size in inches. Part No.Product Description Unit/Bead System Compatibility Chart LineLazer LineLazer V EZ BEAD GRAVITY DISPENSING SYSTEM (KITS)ES 1000/ ES 2000 3400 3900, 5900 130HS, 200HS/DC 250SpS/ 250DC 6 inch 277064 Complete 2-Bead Dispenser System includes: (2) 6 in Bead Dispensers, 2 Wind Deflectors, 2 Hoses, 1 Bead Hopper with brackets  24M838 Complete 2-Bead Dispenser System includes: (2) 6 in Bead Dispensers, 2 Wind Deflectors, 2 Hoses, 1 Bead Hopper with brackets  277065 Complete 1-Bead Dispenser System includes: (1) 6 in Bead Dispenser, 1 Wind Deflector, 1 Hose, 1 Bead Hopper with brackets  24M641 Complete 1-Bead Dispenser System includes: (1) 6 in Bead Dispenser, 1 Wind Deflectors, 1 Hose, 1 Bead Hopper with brackets  277067 Replacement Kit includes: (1) 6 in Bead Dispenser, 1Hose, 1 Wind Deflector  24Z726 Complete 1-Bead Dispenser System includes: (1) 6 in Bead Dispenser, 1 Wind Deflectors, 1 Hose, 1 Bead Hopper with brackets  24Z727 Complete 1-Bead Dispenser System includes: (1) 12 in Bead Dispenser, 1 Wind Deflectors, 1 Hose, 1 Bead Hopper with brackets  12 inch 24N265 Complete 1-Bead Dispenser System includes: (1) 12 in Bead Dispenser, 1 Wind Deflector, 2 Hoses, 1 Bead Hopper with brackets  24N267 Complete 1-Bead Dispenser System includes: (1) 12 in Bead Dispenser, 1 Wind Deflector, 1 Hose, 1 Bead Hopper with brackets  245516 Replacement Kit includes: (1) 12 in Bead Dispenser, 1 Hose, 1 Wind Deflector  LineLazer V EZ BEAD PRESSURIZED DISPENSING SYSTEM (KITS)3900, 5900 200HS/DC 250SpS/ 250DC 16R962 Complete 1-Bead Gun Pressurized System includes: 1 Bead Gun, 1 Bead Tank with brackets, 1 Compressor and 1 Air Tank  16R961 Complete 2-Bead Gun Pressurized System includes: (2) Bead Guns, 1 Bead Tank with brackets, 1 Compressor and 1 Air Tank  16R955 Complete 1-Bead Gun Pressurized System includes: 1 Bead Gun, 1 Bead Tank with brackets, 1 Compressor and 1 Air Tank  16R960 Complete 2-Bead Gun Pressurized System includes: 2 Bead Guns, 1 Bead Tank with brackets, 1 Compressor and 1 Air Tank  16U439 2nd Pressurized Bead Tank Kit includes: 1 Bead Tank with mounting hardware  16R963 Pressurized Bead Gun Kit includes: 1 Bead Gun, (1) .234 and (1) .281 Tip, Clear Hose and hardware  31 32 LINELAZER ES 1000 LINELAZER V ES 2000 LINELAZER 3400 SPECIFICATIONSMaximum Tip Size 0.025 0.033 0.027 Maximum psi (bar)3300 (227)3300 (227)3300 (227) Maximum gpm (lpm)0.60 (2.3)1.10 (4.1)0.75 (2.8) Applications Turf and Pavement Turf and Pavement Turf and Pavement Honda GX Engine cc (hp)N/A N/A 120 (4.0) Weight lb (kg)340 (154) - 1 Battery 410 (186) - 2 Battery 430 (195) Standard 440 (200) HP Automatic 160 (73) Gun Support: 1 Gun 2 Guns 3 Guns 4 Guns 5 Guns 0.025 – – – – 0.033 0.025 – – – 0.027 – – – – SERIES TYPE STANDARD STANDARD HP AUTOMATIC STANDARD MODELPart Number 25M226 – 1 Battery 25N784 – 2 Battery 25N550 – 2 Battery 25N551 – 2 Battery 25N552 – 2 Battery 25N559 – 2 Battery 25N560 – 2 Battery 25M224 INCLUDESGun(s)Flex Plus 2 Manual Flex Plus 2 Manual Flex Plus 1 Automatic, 1 Manual Flex Plus 2 Automatic Flex Plus 1 Automatic, 1 Manual Flex Plus 2 Automatic Flex Plus Hose 1/4 in x 50 ft (6.4 mm x 15 m) BlueMax II Airless 3/8 in x 22 ft (9.5 mm x 6.7 m) BlueMax II Airless 1/4 in x 50 ft (6.4 mm x 15 m) BlueMax II Airless Laser LazerGuide 1700 Start/Stop Laser Laser LazerGuide 2000 Laser-Guide Layout System SwitchTip LineLazer RAC 5 LineLazer RAC 5 LineLazer RAC 5 Easy Out Filter 60 Mesh 50 Mesh 60 Mesh PUMPType ProConnect QuikChange System QuikChange System Intake QuikAccess QuikAccess QuikAccess Rod Chromex Chromex Chromex Cylinder Hardened SST Hardened Stainless Steel Hardened SST Packings V-Max Blue V-Max Blue V-Max Blue TRACKINGFUEL TANKTracking System N/A SmartControl N/A Fuel Capacity gal (ltrs)N/A N/A 0.66 (2.5) LINELAZER SPECIFICATIONS LINELAZER 130 HS LINELAZER V 3900 LINELAZER V 5900 0.037 0.036 0.043 3300 (227)3300 (227) 3300 (227) 1.30 (4.9)1.25 (4.7)1.60 (6.0) Turf and Pavement Turf and Pavement Turf and Pavement 120 (4.0)120 (4.0)160 (5.5) 263 (119)230 (104) Standard Unit 240 (109) HP Automatic Units 250 (113) Standard Unit 266 (121) HP Automatic Units 0.037 0.029 – – – 0.036 0.025 – – – 0.043 0.029 – – – STANDARD STANDARD HP AUTOMATIC STANDARD HP AUTOMATIC 17H448 17H450 17H452 17H453 17U804 17U805 17H455 17H457 17H458 17U802 17U803 Flex Plus Flex Plus 2 Manual Flex Plus 1 Automatic, 1 Manual Flex Plus 2 Automatic Flex Plus 1 Automatic, 1 Manual Flex Plus 2 Automatic Flex Plus 2 Manual Flex Plus 1 Automatic, 1 Manual Flex Plus 2 Automatic Flex Plus 1 Automatic, 1 Manual Flex Plus 2 Automatic 3/8 in x 22 ft (9.5 mm x 6.7 m) BlueMax II Airless 3/8 in x 50 ft (9.5 mm x 15 m) BlueMax II Airless 3/8 in x 50 ft (9.5 mm x 15 m) BlueMax II Airless LazerGuide 1700 Start/Stop Laser LazerGuide 1700 Start/Stop Laser LazerGuide 2000 Laser-Guided Layout System LazerGuide 2000 Laser-Guided Layout System LineLazer RAC 5 LineLazer RAC 5 LineLazer RAC 5 50 Mesh 50 Mesh 50 Mesh QuikChange System QuikChange System QuikChange System QuikAccess QuikAccess QuikAccess Chromex Chromex Chromex Hardened SST Hardened Stainless Steel Hardened Stainless Steel V-Max Blue V-Max Blue V-Max Blue N/A SmartControl SmartControl 0.66 (2.5)0.66 (2.5)0.95 (3.6) 33 34 LINELAZER V 200HS LINELAZER V 200DC SPECIFICATIONSMaximum Tip Size 0.047 0.047 Maximum psi (bar)3300 (227)3300 (227) Maximum gpm (lpm)2.15 (8.1)2.15 (8.1) Applications Turf and Pavement Turf and Pavement Honda GX Engine cc (hp)200 (6.5)200 (6.5) Weight lb (kg)306 (139) Standard Unit 322 (146) HP Automatic Units 417 (153) HP Reflective Unit with Pressurized Bead System – 1 Tank 381 (173) Standard Unit 397 (180) HP Automatic Unit 492 (223) HP Reflective Units With Pressurized Bead System – 1 Tank Gun Support: 1 Gun 2 Guns 3 Guns 4 Guns 5 Guns 0.047 0.034 – – – 0.047 0.034 – – – SERIES TYPE STANDARD HP AUTOMATIC HP REFLECTIVE STANDARD HP AUTOMATIC HP REFLECTIVE MODELPart Number 17H461 17H463 17H464 17H465 17Y231 17Y269 17Y270 INCLUDESGun(s)Flex Plus 2 Manual Flex Plus 1 Automatic, 1 Manual Flex Plus 2 Automatic Flex Plus 2 Automatic, PBS INSTALLED 1 TANK Flex Plus 2 Manual Flex Plus 2 Automatic Flex Plus 2 Automatic, PBS INSTALLED 1 TANK Hose 3/8 in x 22 ft (9.5 mm x 6.7 m) BlueMax II Airless 2X 3/8 in x 12 ft (9.5 mm x 3.7 m) BlueMax II Airless Laser LazerGuide 1700 Start/Stop Laser LazerGuide 1700 Start/Stop Laser Laser SwitchTip LineLazer RAC 5 LineLazer RAC 5 Easy Out Filter 50 Mesh 50 Mesh PUMPType QuikChange System QuikChange System Intake QuikAccess QuikAccess Rod Chromex Chromex Cylinder Hardened Stainless Steel Hardened Stainless Steel Packings V-Max Blue V-Max Blue TRACKINGFUEL TANKTracking System SmartControl SmartControl Fuel Capacity gal (ltrs)0.95 (3.6)0.95 (3.6) LINELAZER V 250SPS LINELAZER V 250DC 0.055 0.055 3300 (227)3300 (227) 2.50 (9.5)2.50 (9.5) Turf and Pavement Turf and Pavement 390 (13.0) Electric Start 390 (13.0) Electric Start 666 (302) HP Automatic Units 778 (352) HP Reflective Unit with Pressure Bead System-2 Tanks 752 (341) HP Automatic Units 864 (392) HP Reflective Units with Pressure Bead System-2 Tanks 0.055 0.039 0.031 0.025 0.021 0.055 0.039 0.031 0.025 0.021 HP AUTOMATIC HP REFLECTIVE HP AUTOMATIC HP REFLECTIVE 17H467 17J951 17H469 25D345 25D340 17H471 17H472 17H473 17H474 25D343 25D344 Flex Plus 2 Automatic Flex Plus 2 Automatic, PBS INSTALLED 1 TANK Flex Plus 2 Automatic, PBS INSTALLED 2 TANKS Flex Plus 2 Automatic, PBS INSTALLED 1 TANK Flex Plus 2 Automatic, PBS INSTALLED 2 TANKS Flex Plus 2 Automatic Flex Plus 3 Automatic Flex Plus 2 Automatic, PBS INSTALLED 2 TANKS Flex Plus 3 Automatic, PBS INSTALLED 2 TANKS Flex Plus 2 Automatic, PBS INSTALLED 2 TANKS Flex Plus 3 Automatic, PBS INSTALLED 2 TANKS 3/8 in x 12 ft (9.5 mm x 3.7 m) BlueMax II Airless 2X 3/8 in x 12 ft (9.5 mm x 3.7 m) BlueMax II Airless LazerGuide 3000 Long-Line Laser LazerGuide 3000 Long-Line Laser LineLazer RAC 5 LineLazer RAC 5 50 Mesh 50 Mesh QuikChange System QuikChange System QuikAccess QuikAccess Chromex Chromex Hardened Stainless Steel Hardened Stainless Steel V-Max Blue V-Max Blue SmartControl SmartControl 1.40 (5.3)1.40 (5.3) LINEDRIVER LINEDRIVER HD LINEDRIVER ES MODEL Part Number 262004 262005 25N555 SPECIFICATIONSOperating Speed: Forward mph(km/h Reverse mph (km/h)to 10 (16) to 6 (10) to 10 (16) to 6 (10) to 10 (16) to 6 (10) Honda GX Engine Size cc (hp)160 (5.5)200 (6.5)N/A Weight lb (kg)265 (120)275 (125)550 (250) Fuel Capacity gal (ltr).95 (3.6).95 (3.6)N/A Engine Starting System Manual Pull ProStart N/A LINELAZER SPECIFICATIONS Warranty Spray Protection Behind every piece of equipment we manufacture is the industry’s strongest warranty. You may never need to use Graco's warranty — but if you do, we will be there. SPRAY WITH CONFIDENCE 3-YEAR WARRANTY* Coverage against defects in materials and workmanship on the entire striper. 30-DAY “JUST ADD PAINT” REPLACEMENT GUARANTEE* Dissatisfied? Simply return the striper to the place you bought it within 30 days. They’ll either exchange it for an identical striper or you can trade-up to a larger striper at an additional cost. DOWNTIME ELIMINATOR PROGRAM* Part needed for a warranty repair not in stock at your distributor? Get FREE next business day air freight delivery when distributor orders the part by 2 p.m. CST. Nobody Else Builds Stripers Like This. * NORTH AMERICA ONLY. See your local Graco Distributors for country specifics. See printed product warranty for complete warranty terms and conditions. Finish Every Job, Every Time Downtime is costly. With the Endurance Advantage Program, you’ll never need to worry about it again. Depending on the sprayer you purchase: Receive up to 70% OFF the list price of an Endurance Pump OR — Receive a FREE Repair Kit if you’d rather repack your own pump. Follow the registration instructions included with your sprayer. Every Graco purchase comes with A+ Customer Service. Questions? Call (844)241-9499 For more information visit graco.com ©2020 Graco Inc. 344385 Rev. F 9/20 All written and visual data contained in this document are based on the latest product information available at the time of publication. Graco reserves the right to make changes at any time without notice. Trademarks are referenced herein for identification purposes only. All trademarks are the property of their respective owners. Product covered by issued and pending patents, see graco.com/patents EXHIBIT F EXHIBIT G