Public Works Packet 2019 05-21-19
AGENDA
PUBLIC WORKS COMMITTEE MEETING
Tuesday, May 21, 2019
6:00 p.m.
City Hall Conference Room
800 Game Farm Road, Yorkville, IL
Citizen Comments:
Minutes for Correction/Approval: April 16, 2019
New Business:
1. PW 2019-31 East Orange Street Water Main Improvements – Contract Award
2. PW 2019-32 Church Street Sanitary Sewer Improvements – Contract Award
3. PW 2019-33 Route 71 Improvements – Subordination of Surface Rights
4. PW 2019-34 Route 47 Reconstruction from Kennedy Road in Yorkville to Cross Street in Sugar
Grove – MOU (Memorandum of Understanding)
5. PW 2019-35 Sale of Public Works Vehicles – Sealed Bid Results/Approval
6. PW 2019-36 Material Storage Shed
7. PW 2019-37 Selection of Committee Liaisons
8. PW 2019-38 Meeting Dates
Old Business:
1. PW 2018-102 East Alley Parking Lot - Update
2. PW 2019-27 Crosswalk at Route 47 and Main Street
3. PW 2019-28 Plow Trucks – Status
4. PW 2019-29 Water Department Superintendent/Foreman – Personnel Recruitment/Update
Additional Business:
2019/2020 City Council Goals – Public Works Committee
Goal Priority Staff
“Municipal Building Needs & Planning” 2 Bart Olson, Rob Fredrickson, Eric Dhuse,
Rich Hart, Tim Evans & Erin Willrett
“Road to Better Roads Funding” 3 Bart Olson, Rob Fredrickson & Eric Dhuse
“Water Planning” 6 Eric Dhuse & Brad Sanderson
“School Safety (Exterior & Traffic)” 8 (tie) Eric Dhuse & Rich Hart
“Quiet Zones” 14 (tie) Eric Dhuse, Erin Willrett & Brad Sanderson
“Route 47 Crossings” 19 Eric Dhuse & Brad Sanderson
United City of Yorkville
800 Game Farm Road
Yorkville, Illinois 60560
Telephone: 630-553-4350
www.yorkville.il.us
UNITED CITY OF YORKVILLE
WORKSHEET
PUBLIC WORKS COMMITTEE
Tuesday, May 21, 2019
6:00 PM
CITY HALL CONFERENCE ROOM
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CITIZEN COMMENTS:
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MINUTES FOR CORRECTION/APPROVAL:
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1. April 16, 2019
□ Approved __________
□ As presented
□ With corrections
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NEW BUSINESS:
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1. PW 2019-31 East Orange Street Water Main Improvements – Contract Award
□ Moved forward to CC __________ consent agenda? Y N
□ Approved by Committee __________
□ Bring back to Committee __________
□ Informational Item
□ Notes ___________________________________________________________________________
_________________________________________________________________________________
_________________________________________________________________________________
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2. PW 2019-32 Church Street Sanitary Sewer Improvements – Contract Award
□ Moved forward to CC __________ consent agenda? Y N
□ Approved by Committee __________
□ Bring back to Committee __________
□ Informational Item
□ Notes ___________________________________________________________________________
_________________________________________________________________________________
_________________________________________________________________________________
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3. PW 2019-33 Route 71 Improvements – Subordination of Surface Rights
□ Moved forward to CC __________ consent agenda? Y N
□ Approved by Committee __________
□ Bring back to Committee __________
□ Informational Item
□ Notes ___________________________________________________________________________
_________________________________________________________________________________
_________________________________________________________________________________
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4. PW 2019-34 Route 47 Reconstruction from Kennedy Road in Yorkville to Cross Street in Sugar Grove
– MOU (Memorandum of Understanding)
□ Moved forward to CC __________ consent agenda? Y N
□ Approved by Committee __________
□ Bring back to Committee __________
□ Informational Item
□ Notes ___________________________________________________________________________
_________________________________________________________________________________
_________________________________________________________________________________
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5. PW 2019-35 Sale of Public Works Vehicles – Sealed Bid Results/Approval
□ Moved forward to CC __________ consent agenda? Y N
□ Approved by Committee __________
□ Bring back to Committee __________
□ Informational Item
□ Notes ___________________________________________________________________________
_________________________________________________________________________________
_________________________________________________________________________________
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6. PW 2019-36 Material Storage Shed
□ Moved forward to CC __________ consent agenda? Y N
□ Approved by Committee __________
□ Bring back to Committee __________
□ Informational Item
□ Notes ___________________________________________________________________________
_________________________________________________________________________________
_________________________________________________________________________________
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7. PW 2019-37 Selection of Committee Liaisons
□ Moved forward to CC __________ consent agenda? Y N
□ Approved by Committee __________
□ Bring back to Committee __________
□ Informational Item
□ Notes ___________________________________________________________________________
_________________________________________________________________________________
_________________________________________________________________________________
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8. PW 2019-38 Meeting Dates
□ Moved forward to CC __________ consent agenda? Y N
□ Approved by Committee __________
□ Bring back to Committee __________
□ Informational Item
□ Notes ___________________________________________________________________________
_________________________________________________________________________________
_________________________________________________________________________________
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OLD BUSINESS:
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1. PW 2018-102 East Alley Parking Lot – Update
□ Moved forward to CC __________ consent agenda? Y N
□ Approved by Committee __________
□ Bring back to Committee __________
□ Informational Item
□ Notes ___________________________________________________________________________
_________________________________________________________________________________
_________________________________________________________________________________
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2. PW 2019-27 Crosswalk at Route 47 and Main Street
□ Moved forward to CC __________ consent agenda? Y N
□ Approved by Committee __________
□ Bring back to Committee __________
□ Informational Item
□ Notes ___________________________________________________________________________
_________________________________________________________________________________
_________________________________________________________________________________
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3. PW 2019-28 Plow Trucks – Status
□ Moved forward to CC __________ consent agenda? Y N
□ Approved by Committee __________
□ Bring back to Committee __________
□ Informational Item
□ Notes ___________________________________________________________________________
_________________________________________________________________________________
_________________________________________________________________________________
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4. PW 2019-29 Water Department Superintendent/Foreman – Personnel Recruitment/Update
□ Moved forward to CC __________ consent agenda? Y N
□ Approved by Committee __________
□ Bring back to Committee __________
□ Informational Item
□ Notes ___________________________________________________________________________
_________________________________________________________________________________
_________________________________________________________________________________
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ADDITIONAL BUSINESS:
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Have a question or comment about this agenda item?
Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville,
tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council
Agenda Item Summary Memo
Title:
Meeting and Date:
Synopsis:
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required:
Council Action Requested:
Submitted by:
Agenda Item Notes:
Reviewed By:
Legal
Finance
Engineer
City Administrator
Human Resources
Community Development
Police
Public Works
Parks and Recreation
Agenda Item Number
Minutes
Tracking Number
Minutes of the Public Works Committee – April 16, 2019
Public Works Committee – May 21, 2019
Majority
Committee Approval
Minute Taker
Name Department
Page 1 of 3
DRAFT
UNITED CITY OF YORKVILLE
PUBLIC WORKS COMMITTEE
Tuesday, April 16, 2019, 6:00pm
Yorkville City Hall, Conference Room
800 Game Farm Road
IN ATTENDANCE:
Committee Members
Chairman Joel Frieders Alderman Seaver Tarulis
Alderman Jackie Milschewski Alderman Ken Koch
Other City Officials
City Administrator Bart Olson Engineer Brad Sanderson, EEI
Assistant City Administrator Erin Willrett Public Works Director Eric Dhuse
Alderman Chris Funkhouser
Other Guests: None
The meeting was called to order at 6:00pm by Chairman Joel Frieders.
Citizen Comments: None
Previous Meeting Minutes: March 19, 2019
The minutes were approved as presented.
New Business:
1. PW 2019-22 Snow Operations Report – Year End Report
Mr. Dhuse summarized the report and said there are trucks that need repair, but fewer mailbox damage
reports were made and there was increased salt usage. He said there was a total of 20,000 miles on the
trucks for the year with about 120 total miles in the city. Alderman Milschewski noted the poor
condition of southbound Heustis. Chairman Frieders thanked Mr. Dhuse for the snowplowing efforts
during the recent snowstorm and said this was a good report.
2. PW 2019-23 Water Department Reports for January, February and March 2019
Director Dhuse said there were some water main breaks and he has compiled a estimation of the water
losses for the City Council. This moves to the Council consent agenda.
3. PW 2019-24 Capital Projects Quarterly Report
Bids are due by May 13 for projects on Orange and Church St. Mr. Sanderson said preparation is being
done on Mill Rd. in anticipation of road improvements there. Easements are being acquired and will
Page 2 of 3
require Council approval. The developer will front fund the construction project, but some of the
triggers of the the Annexation Agreement have not yet been met.
4. PW 2019-25 Letter of Credit and Bond Reduction Quarterly Report
Mr. Sanderson said there were only a couple reductions for the quarter. No further comment.
5. PW 2019-26 East Orange Street Water Main Improvements – Construction Engineering
Agreement
This project was budgeted in the Road to Better Roads and the sections of road that can be afforded
have been determined. The cost will be $45,000 and EEI is being recommended. A super majority
approval is needed and this moves to the consent agenda.
6. PW 2019-27 Crosswalk at Route 47 and Main Street
Ms. Willrett reported on this item and said complaints have been received about dangerous situations
involving pedestrians and vehicles at this intersection. Mr. Sanderson researched the requirements for
removing the crosswalk and a permit would be needed from IDOT as well as approval from the City
Council. A decision is not expected from IDOT until end of summer or beginning of fall. Ms. Willrett
detailed the various steps needed to remove the crosswalk and the estimated removal cost is $10,000-
$20,000. Mr. Sanderson noted a 2015 memo from EEI stating that crosswalk was not a good idea.
The distance between crosswalks on Rt. 47 was discussed and Aldermen Funkhouser and Tarulis
agreed this crosswalk endangers pedestrians who will cross regardless. They both said other options
should be explored for that intersection. Alderman Koch noted the crosswalk could be a liability since
the engineers do not approve of the crossing. After discussion of alternative solutions, it was decided
to obtain cost estimates, explore improvements and bring this matter back to the May meeting if all
information is ready.
7. PW 2019-28 Plow Trucks - Status
Mr. Dhuse prepared several reports including a status report on the large and small trucks used for salt-
spreading, a Vehicle Replacement Guideline Evaluation Form and a list of repair bills from 2013-2018
from Illinois Truck Maintenance. Mr. Olson said some front-funding may be coming soon from
developers which would allow the purchase of a truck. He said the deadline is near for orders for next
season. At this time, only one, 1-ton truck is budgeted. The Purchasing Agent is also calling other
vendors for possible truck availability. Mr. Dhuse showed the committee photos of the rusted trucks in
need of replacement. (See attached pictures). It was noted these trucks are used year-round. Mr.
Dhuse said the prices have increased greatly due to emission control. He said they attempt to repair
what they can and order parts from e-bay. He would like to order two trucks if possible. If ordered
now, they would not be received until January. The committee recommended pushing this matter
forward, recognizing other planned budget items may be delayed. It will be discussed again next
month.
In another snow-related matter, Mr. Dhuse showed photos of a cross-beam failure in the salt storage
building on the north end of town. Code Official Pete Ratos inspected the structure after the damage
was noticed and determined that it should be demolished. Quotes are being requested.
8. PW 2019-29 Water Department Superintendent/Foreman – Personnel Recruitment/Update
Mr. Olson reported on the search for a water foreman saying no suitable candidates were found. It was
decided to create a new Superintendent position with a higher salary range, which yielded a qualified
Page 3 of 3
candidate who then later declined the position. He recommended increasing the salary range again
due to high demand of this position. Mr. Dhuse added that this job title requires the highest level
license which is difficult to get and is now required. Chairman Frieders recommended increasing the
salary and this will come back to the committee next month.
9. PW 2019-30 Fox Hill Park and Trail Crossing
Alderman Funkhouser sent an email regarding the mid-block crossing of the Fox Hill trail. Staff
agreed with the suggestion to have rectangular striping adjacent to the crosswalk. The cost is $1,000
and Mr. Dhuse will have the striping done. However, to enforce the suggested 'no parking' would
need a city code amendment. Mr. Olson recommended doing the signs at the same time and the
committee agreed to move this forward to City Council for approval.
Old Business:
1. PW 2018-102 East Alley Parking Lot - Update
Negotiations have been held with Imperial Investments and they have verbally consented to an
easement in the alley. The city has had communications with all the concerned businesses and the city
will move ahead with the earlier discussed Option C to reroute traffic in this area. Alderman
Milschewski reported continued traffic issues in the area.
Additional Business:
Mr. Dhuse shared pictures of the damaged salt barn (by the baseball diamonds) discussed in Item #7
above. Mr. Dhuse said this is a central location and is needed. It was recommended to go to RFP.
Chairman Frieders shared recent Metronet complaints. Mr. Olson said the city had a trial program with
them due to complaints in other towns concerning restoration and other issues. Mr. Dhuse said they are
generating 200 J.U.L.I.E. tickets per day. The complaints received have been trash, no signs in yard,
and others. Alderman Funkhouser said overall, Metronet is very responsive to complaints.
There was no further business and the meeting was adjourned at 6:57pm.
Minutes respectfully transcribed by
Marlys Young, Minute Taker
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Have a question or comment about this agenda item?
Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville,
tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/gov_officials.php
Agenda Item Summary Memo
Title:
Meeting and Date:
Synopsis:
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required:
Council Action Requested:
Submitted by:
Agenda Item Notes:
Reviewed By:
Legal
Finance
Engineer
City Administrator
Human Resources
Community Development
Police
Public Works
Agenda Item Number
New Business #1
Tracking Number
PW 2019-31
East Orange Street Water Main Improvements
Public Works Committee – May 21, 2019
Majority
Consideration of Contract Award
Consideration of Bid Award
Brad Sanderson Engineering
Name Department
Bids were received, opened and tabulated for work to be done on the project at 11:30 a.m., May
13, 2019. Representatives of contractors bidding the project, Carri Parker (Purchasing Manager)
and our firm were in attendance. A tabulation of the bids which includes the engineer’s estimate
is attached for your information and record.
The City has budgeted $490,000.00 for construction costs; which originally did not include
paving improvements beyond patching the utility trench. Due to the continued deterioration of
existing pavement conditions, three alternates (Alternates B, C, and D), each increasing the
pavement removal and replacement limits, were added to the bid schedule. The low bidders
Base Bid plus Alternate D was below our engineer’s estimate and close to the budgeted amount.
Alternate D includes pavement removal and replacement of the north lane of pavement from
Route 47 to Mill Street and the entire block east of Mill Street (full width).
Therefore, we recommend the acceptance of the Base Bid ($389,900.00) plus Alternate Bid D
($101,310.00) and approval of award be made to the low bidder, Performance Construction and
Engineering, LLC 217 W. John Street, Plano, Illinois 60545 in the amount of $491,210.00.
If you have any questions or require additional information, please let us know.
Memorandum
To: Bart Olson, City Administrator
From: Brad Sanderson, EEI
CC: Eric Dhuse, Director of Public Works
Krysti Barksdale-Noble, Community Dev. Dir.
Lisa Pickering, Deputy City Clerk
Date: May 13, 2019
Subject: East Orange Street Water Main Improvements
BID TABULATIONSTARK & SON TRENCHING, INC.BIDS RECD 5/13/201945W826 Rohrsen RdHampshire, IL 60140 ITEMUNIT UNIT UNIT UNIT UNIT UNIT UNIT UNITNO. DESCRIPTION UNIT QUANTITY PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNTBASE BID ITEMS1 TREE REMOVAL, 6-15 UNIT DIAMETER UNIT 6 50.00$ 300.00$ 25.00$ 150.00$ 42.00$ 252.00$ 50.00$ 300.00$ 40.00$ 240.00$ 2,800.00$ 16,800.00$ 98.00$ 588.00$ 30.00$ 180.00$ 2 TREE ROOT PRUNING EACH 12 110.00$ 1,320.00$ 110.00$ 1,320.00$ 125.00$ 1,500.00$ 500.00$ 6,000.00$ 200.00$ 2,400.00$ 200.00$ 2,400.00$ 294.10$ 3,529.20$ 175.00$ 2,100.00$ 3 CONNECTION TO EXISTING WATER MAIN, 8-INCH EACH 3 4,500.00$ 13,500.00$ 3,000.00$ 9,000.00$ 2,650.00$ 7,950.00$ 3,500.00$ 10,500.00$ 2,335.00$ 7,005.00$ 3,500.00$ 10,500.00$ 3,819.00$ 11,457.00$ 4,000.00$ 12,000.00$ 4PRESSURE CONNECTION WITH TAPPING SLEEVE, AND 8" TAPPING VALVE IN 60" VAULTEACH 1 8,500.00$ 8,500.00$ 8,800.00$ 8,800.00$ 5,000.00$ 5,000.00$ 8,000.00$ 8,000.00$ 7,550.00$ 7,550.00$ 9,080.00$ 9,080.00$ 20,489.00$ 20,489.00$ 7,000.00$ 7,000.00$ 5 WATER MAIN, CLASS 52, WITH POLYETHYLENE WRAP, 8-INCH LF 1,610 90.00$ 144,900.00$ 90.00$ 144,900.00$ 106.00$ 170,660.00$ 108.00$ 173,880.00$ 102.00$ 164,220.00$ 138.50$ 222,985.00$ 135.15$ 217,591.50$ 100.00$ 161,000.00$ 6 GATE VALVE (RESILIENT SEAT) IN VALVE BOX, 8-INCH EACH 5 2,500.00$ 12,500.00$ 2,000.00$ 10,000.00$ 1,750.00$ 8,750.00$ 2,500.00$ 12,500.00$ 2,950.00$ 14,750.00$ 2,210.00$ 11,050.00$ 2,202.00$ 11,010.00$ 2,000.00$ 10,000.00$ 7 LINE STOP, 8-INCH EACH 2 5,800.00$ 11,600.00$ 3,500.00$ 7,000.00$ 5,500.00$ 11,000.00$ 4,400.00$ 8,800.00$ 6,000.00$ 12,000.00$ 9,550.00$ 19,100.00$ 9,178.00$ 18,356.00$ 8,000.00$ 16,000.00$ 8 FIRE HYDRANT ASSEMBLY, WITH AUXILIARY VALVE, 6-INCH MJ EACH 6 4,800.00$ 28,800.00$ 5,000.00$ 30,000.00$ 5,500.00$ 33,000.00$ 5,500.00$ 33,000.00$ 6,585.00$ 39,510.00$ 4,500.00$ 27,000.00$ 6,045.00$ 36,270.00$ 5,000.00$ 30,000.00$ 9 FIRE HYDRANT ASSEMBLY, 6-INCH MJ EACH 1 3,800.00$ 3,800.00$ 4,500.00$ 4,500.00$ 4,000.00$ 4,000.00$ 3,500.00$ 3,500.00$ 4,500.00$ 4,500.00$ 4,000.00$ 4,000.00$ 5,242.00$ 5,242.00$ 4,000.00$ 4,000.00$ 10 DUCTILE IRON FITTINGS LB 1,560 1.00$ 1,560.00$ 5.00$ 7,800.00$ 10.00$ 15,600.00$ 0.01$ 15.60$ 11.00$ 17,160.00$ 6.00$ 9,360.00$ 6.05$ 9,438.00$ 6.00$ 9,360.00$ 11 WATER MAIN PROTECTION, PVC C-900, 12-INCH LF 260 35.00$ 9,100.00$ 90.00$ 23,400.00$ 40.00$ 10,400.00$ 60.00$ 15,600.00$ 60.00$ 15,600.00$ 30.00$ 7,800.00$ 185.50$ 48,230.00$ 80.00$ 20,800.00$ 12 NON-SPECIAL, NON-HAZARDOUS SOIL WASTE DISPOSAL - TYPE 1 TON 50 30.00$ 1,500.00$ 50.00$ 2,500.00$ 40.00$ 2,000.00$ 55.00$ 2,750.00$ 35.00$ 1,750.00$ 110.00$ 5,500.00$ 42.00$ 2,100.00$ 50.00$ 2,500.00$ 13 NON-SPECIAL, NON-HAZARDOUS SOIL WASTE DISPOSAL - TYPE 2 TON 50 10.00$ 500.00$ 50.00$ 2,500.00$ 40.00$ 2,000.00$ 65.00$ 3,250.00$ 35.00$ 1,750.00$ 25.00$ 1,250.00$ 20.00$ 1,000.00$ 50.00$ 2,500.00$ 14 FOUNDATION MATERIAL CY 50 35.00$ 1,750.00$ 1.00$ 50.00$ 48.00$ 2,400.00$ 40.00$ 2,000.00$ 99.00$ 4,950.00$ 48.00$ 2,400.00$ 33.95$ 1,697.50$ 30.00$ 1,500.00$ 15 EXPLORATORY EXCAVATION EACH 2 250.00$ 500.00$ 450.00$ 900.00$ 450.00$ 900.00$ 500.00$ 1,000.00$ 600.00$ 1,200.00$ 5,000.00$ 10,000.00$ 886.00$ 1,772.00$ 500.00$ 1,000.00$ 16 WATER SERVICE CONNECTION, 1-INCH EACH 25 1,500.00$ 37,500.00$ 2,000.00$ 50,000.00$ 1,800.00$ 45,000.00$ 2,000.00$ 50,000.00$ 1,200.00$ 30,000.00$ 1,800.00$ 45,000.00$ 1,732.00$ 43,300.00$ 1,200.00$ 30,000.00$ 17 WATER SERVICE CONNECTION, 1.5-INCH EACH 1 1,750.00$ 1,750.00$ 2,800.00$ 2,800.00$ 2,500.00$ 2,500.00$ 2,300.00$ 2,300.00$ 1,600.00$ 1,600.00$ 1,900.00$ 1,900.00$ 2,418.00$ 2,418.00$ 1,400.00$ 1,400.00$ 18 WATER SERVICE PIPE, 1-INCH TYPE K COPPER LF 767 35.00$ 26,845.00$ 10.00$ 7,670.00$ 25.00$ 19,175.00$ 35.00$ 26,845.00$ 52.50$ 40,267.50$ 40.00$ 30,680.00$ 89.65$ 68,761.55$ 35.00$ 26,845.00$ 19 WATER SERVICE PIPE, 1.5-INCH TYPE K COPPER LF 40 60.00$ 2,400.00$ 20.00$ 800.00$ 37.00$ 1,480.00$ 45.00$ 1,800.00$ 68.00$ 2,720.00$ 50.00$ 2,000.00$ 85.25$ 3,410.00$ 50.00$ 2,000.00$ 20 SANITARY SEWER SERVICE REPAIR, PVC SDR-26, D-2241, 6-INCH EACH 5 500.00$ 2,500.00$ 100.00$ 500.00$ 550.00$ 2,750.00$ 1,000.00$ 5,000.00$ 2,005.00$ 10,025.00$ 8,500.00$ 42,500.00$ 172.00$ 860.00$ 800.00$ 4,000.00$ 21 ABANDON SANITARY SERVICE EACH 1 200.00$ 200.00$ 100.00$ 100.00$ 1,000.00$ 1,000.00$ 1,000.00$ 1,000.00$ 1,600.00$ 1,600.00$ 4,500.00$ 4,500.00$ 32.00$ 32.00$ 500.00$ 500.00$ 22 SANITARY MANHOLE TO BE ADJUSTED EACH 1 750.00$ 750.00$ 1,000.00$ 1,000.00$ 550.00$ 550.00$ 1,000.00$ 1,000.00$ 2,300.00$ 2,300.00$ 1,500.00$ 1,500.00$ 1,171.00$ 1,171.00$ 900.00$ 900.00$ 23 DISCONNECT AND ABANDON EXISTING WATER MAIN EACH 3 2,500.00$ 7,500.00$ 1,200.00$ 3,600.00$ 1,250.00$ 3,750.00$ 1,000.00$ 3,000.00$ 1,500.00$ 4,500.00$ 4,500.00$ 13,500.00$ 2,409.00$ 7,227.00$ 2,000.00$ 6,000.00$ 24 WATER MAIN TESTING - PRESSURE AND DISINFECTION LS 1 3,000.00$ 3,000.00$ 5,000.00$ 5,000.00$ 2,000.00$ 2,000.00$ 3,500.00$ 3,500.00$ 3,800.00$ 3,800.00$ 5,000.00$ 5,000.00$ 7,932.00$ 7,932.00$ 5,000.00$ 5,000.00$ 25COMBINATION CONCRETE CURB AND GUTTER REMOVAL AND REPLACEMENTLF 243 30.00$ 7,290.00$ 36.00$ 8,748.00$ 40.00$ 9,720.00$ 65.00$ 15,795.00$ 68.00$ 16,524.00$ 45.00$ 10,935.00$ 53.95$ 13,109.85$ 50.00$ 12,150.00$ 26 SIDEWALK REMOVAL AND REPLACEMENT SF 155 12.00$ 1,860.00$ 12.00$ 1,860.00$ 12.00$ 1,860.00$ 15.00$ 2,325.00$ 20.00$ 3,100.00$ 26.00$ 4,030.00$ 16.20$ 2,511.00$ 10.00$ 1,550.00$ 27 PCC DRIVEWAY REMOVAL AND REPLACEMENT SY 61 70.00$ 4,270.00$ 75.00$ 4,575.00$ 78.00$ 4,758.00$ 80.00$ 4,880.00$ 91.00$ 5,551.00$ 140.00$ 8,540.00$ 114.40$ 6,978.40$ 75.00$ 4,575.00$ 28 PCC PAVEMENT REMOVAL AND REPLACEMENT SY 10 250.00$ 2,500.00$ 250.00$ 2,500.00$ 200.00$ 2,000.00$ 185.00$ 1,850.00$ 120.00$ 1,200.00$ 250.00$ 2,500.00$ 274.50$ 2,745.00$ 150.00$ 1,500.00$ 29 VALVE VAULT TO BE ABANDONED EACH 1 500.00$ 500.00$ 350.00$ 350.00$ 500.00$ 500.00$ 500.00$ 500.00$ 2,300.00$ 2,300.00$ 950.00$ 950.00$ 781.00$ 781.00$ 500.00$ 500.00$ 30 VALVE BOX TO BE ABANDONED EACH 4 200.00$ 800.00$ 50.00$ 200.00$ 200.00$ 800.00$ 250.00$ 1,000.00$ 500.00$ 2,000.00$ 200.00$ 800.00$ 54.00$ 216.00$ 250.00$ 1,000.00$ 31 FIRE HYDRANT REMOVAL EACH 4 500.00$ 2,000.00$ 750.00$ 3,000.00$ 550.00$ 2,200.00$ 500.00$ 2,000.00$ 600.00$ 2,400.00$ 750.00$ 3,000.00$ 556.00$ 2,224.00$ 600.00$ 2,400.00$ 32 MAILBOX TO BE REMOVED AND REPLACED EACH 4 250.00$ 1,000.00$ 200.00$ 800.00$ 150.00$ 600.00$ 250.00$ 1,000.00$ 250.00$ 1,000.00$ 300.00$ 1,200.00$ 65.00$ 260.00$ 200.00$ 800.00$ 33 SIGN TO BE REMOVED AND RESET EACH 1 150.00$ 150.00$ 200.00$ 200.00$ 150.00$ 150.00$ 500.00$ 500.00$ 300.00$ 300.00$ 200.00$ 200.00$ 260.00$ 260.00$ 200.00$ 200.00$ 34REPLACEMENT TREE, 2.5" CALIPER (MIN.), BALLED AND BURLAPPEDEACH 1 850.00$ 850.00$ 600.00$ 600.00$ 500.00$ 500.00$ 500.00$ 500.00$ 1,000.00$ 1,000.00$ 1,000.00$ 1,000.00$ 1,091.00$ 1,091.00$ 700.00$ 700.00$ 35 RESTORATION SY 700 10.00$ 7,000.00$ 10.00$ 7,000.00$ 11.00$ 7,700.00$ 15.00$ 10,500.00$ 20.00$ 14,000.00$ 10.00$ 7,000.00$ 22.00$ 15,400.00$ 10.00$ 7,000.00$ 722 E. South St. Unit D217 W. John StreetSUPERIOR EXCAVATING CO.1605 Locust RdBRANDT EXCAVATINGMinooka, IL 60447CONLEY EXCAVATING, INC.Plano, IL 60545 Plano, IL 60545PERFORMANCE CONST & ENGMorris, IL 60450H. LINDEN & SONS563 Rt 53Addison, IL 60101424 San Carlos Rd 1555 Gramercy PlBID TABULATION EAST ORANGE STREET WATER MAIN IMPROVEMENTSUNITED CITY OF YORKVILLEENGINEER'S ESTIMATE52 Wheeler RoadSugar Grove, IL 60554Morris, IL 60450ARCHON CONSTRUCTION CO.ENGINEERING ENTERPRISES, INC.52 WHEELER ROAD, SUGAR GROVE, ILLINOIS
BID TABULATIONSTARK & SON TRENCHING, INC.BIDS RECD 5/13/201945W826 Rohrsen RdHampshire, IL 60140 ITEMUNIT UNIT UNIT UNIT UNIT UNIT UNIT UNITNO. DESCRIPTION UNIT QUANTITY PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT722 E. South St. Unit D217 W. John StreetSUPERIOR EXCAVATING CO.1605 Locust RdBRANDT EXCAVATINGMinooka, IL 60447CONLEY EXCAVATING, INC.Plano, IL 60545 Plano, IL 60545PERFORMANCE CONST & ENGMorris, IL 60450H. LINDEN & SONS563 Rt 53Addison, IL 60101424 San Carlos Rd 1555 Gramercy PlBID TABULATION EAST ORANGE STREET WATER MAIN IMPROVEMENTSUNITED CITY OF YORKVILLEENGINEER'S ESTIMATE52 Wheeler RoadSugar Grove, IL 60554Morris, IL 60450ARCHON CONSTRUCTION CO.36 TRAFFIC CONTROL AND PROTECTION LS 1 24,105.00$ 24,105.00$ 35,000.00$ 35,000.00$ 20,000.00$ 20,000.00$ 7,000.00$ 7,000.00$ 11,500.00$ 11,500.00$ 10,000.00$ 10,000.00$ 18,542.00$ 18,542.00$ 15,000.00$ 15,000.00$ 37 ALLOWANCE - ITEMS ORDERED BY THE ENGINEER UNIT 15,000 1.00$ 15,000.00$ 1.00$ 15,000.00$ 1.00$ 15,000.00$ 1.00$ 15,000.00$ 1.00$ 15,000.00$ 1.00$ 15,000.00$ 1.00$ 15,000.00$ 1.00$ 15,000.00$ BASE BID TOTAL (ITEMS 1-37)389,900.00$ 404,123.00$ 419,405.00$ 438,390.60$ 467,272.50$ 570,960.00$ 603,000.00$ 418,960.00$ ABOVE/BELOW ENG. ESTIMATE -6.94% -3.54% 0.11% 4.64% 11.53% 36.28% 43.93%ALTERNATE A BID ITEMS38HOT-MIX ASPHALT PAVEMENT REMOVAL, FULL DEPTHSY 1,300 7.50$ 9,750.00$ 9.00$ 11,700.00$ 5.50$ 7,150.00$ 6.25$ 8,125.00$ 60.00$ 78,000.00$ 4.00$ 5,200.00$ 1.45$ 1,885.00$ 10.00$ 13,000.00$ 39HOT-MIX ASPHALT PAVEMENT PATCH, 4-INCHSY 1,300 29.00$ 37,700.00$ 32.00$ 41,600.00$ 32.00$ 41,600.00$ 32.00$ 41,600.00$ 50.00$ 65,000.00$ 45.00$ 58,500.00$ 37.90$ 49,270.00$ 45.00$ 58,500.00$ 40BITUMINOUS MATERIALS (TACK COAT)LB 880 1.00$ 880.00$ 1.00$ 880.00$ 1.00$ 880.00$ 0.90$ 792.00$ 0.50$ 440.00$ 1.00$ 880.00$ 1.10$ 968.00$ 1.00$ 880.00$ ALTERNATE A BID TOTAL (ITEMS 38-40)48,330.00$ 54,180.00$ 49,630.00$ 50,517.00$ 143,440.00$ 64,580.00$ 52,123.00$ 72,380.00$ ALTERNATE B BID ITEMS41HOT-MIX ASPHALT PAVEMENT REMOVAL, FULL DEPTHSY 1,300 7.50$ 9,750.00$ 9.00$ 11,700.00$ 5.50$ 7,150.00$ 6.25$ 8,125.00$ 60.00$ 78,000.00$ 4.00$ 5,200.00$ 2.35$ 3,055.00$ 10.00$ 13,000.00$ 42HOT-MIX ASPHALT PAVEMENT REMOVAL, 4-INCHSY 1,970 6.50$ 12,805.00$ 7.00$ 13,790.00$ 7.00$ 13,790.00$ 7.35$ 14,479.50$ 40.00$ 78,800.00$ 10.00$ 19,700.00$ 8.30$ 16,351.00$ 6.00$ 11,820.00$ 43HOT-MIX ASPHALT PAVEMENT PATCH, 4-INCHSY 175 41.00$ 7,175.00$ 45.00$ 7,875.00$ 46.00$ 8,050.00$ 42.00$ 7,350.00$ 50.00$ 8,750.00$ 59.00$ 10,325.00$ 53.55$ 9,371.25$ 45.00$ 7,875.00$ 44HOT-MIX ASPHALT BINDER COURSE, IL-19.0, 2.5-INCHTON 300 85.00$ 25,500.00$ 88.00$ 26,400.00$ 93.00$ 27,900.00$ 86.00$ 25,800.00$ 102.00$ 30,600.00$ 101.00$ 30,300.00$ 110.65$ 33,195.00$ 120.00$ 36,000.00$ 45HOT-MIX ASPHALT SURFACE COURSE, MIX "D", N50, 1.5-INCHTON 190 95.00$ 18,050.00$ 95.00$ 18,050.00$ 102.00$ 19,380.00$ 94.00$ 17,860.00$ 106.00$ 20,140.00$ 111.00$ 21,090.00$ 120.30$ 22,857.00$ 100.00$ 19,000.00$ 46BITUMINOUS MATERIALS (TACK COAT)LB 1,500 1.00$ 1,500.00$ 1.00$ 1,500.00$ 1.00$ 1,500.00$ 0.90$ 1,350.00$ 0.50$ 750.00$ 1.00$ 1,500.00$ 1.10$ 1,650.00$ 1.00$ 1,500.00$ 47HOT-MIX ASPHALT SURFACE REMOVAL - BUTT JOINTSY 45 20.00$ 900.00$ 20.00$ 900.00$ 19.00$ 855.00$ 18.00$ 810.00$ 12.00$ 540.00$ 21.00$ 945.00$ 22.20$ 999.00$ 10.00$ 450.00$ 48ROADWAY EDGE CRACK SEALINGLF 520 2.50$ 1,300.00$ 3.00$ 1,560.00$ 3.00$ 1,560.00$ 3.00$ 1,560.00$ 4.00$ 2,080.00$ 3.00$ 1,560.00$ 3.25$ 1,690.00$ 2.50$ 1,300.00$ ALTERNATE B BID TOTAL (ITEMS 41-48)76,980.00$ 81,775.00$ 80,185.00$ 77,334.50$ 219,660.00$ 90,620.00$ 89,168.25$ 90,945.00$ ALTERNATE C BID ITEMS49HOT-MIX ASPHALT PAVEMENT REMOVAL, FULL DEPTHSY 1,300 7.50$ 9,750.00$ 9.00$ 11,700.00$ 5.50$ 7,150.00$ 6.25$ 8,125.00$ 60.00$ 78,000.00$ 4.00$ 5,200.00$ 2.60$ 3,380.00$ 10.00$ 13,000.00$ 50HOT-MIX ASPHALT PAVEMENT REMOVAL, 4-INCHSY 2,400 5.70$ 13,680.00$ 7.00$ 16,800.00$ 7.00$ 16,800.00$ 6.20$ 14,880.00$ 40.00$ 96,000.00$ 7.00$ 16,800.00$ 7.45$ 17,880.00$ 6.00$ 14,400.00$ 51HOT-MIX ASPHALT PAVEMENT PATCH, 4-INCHSY 140 45.00$ 6,300.00$ 45.00$ 6,300.00$ 47.00$ 6,580.00$ 44.00$ 6,160.00$ 50.00$ 7,000.00$ 65.00$ 9,100.00$ 55.20$ 7,728.00$ 45.00$ 6,300.00$ 52HOT-MIX ASPHALT BINDER COURSE, IL-19.0, 2.5-INCHTON 360 85.00$ 30,600.00$ 88.00$ 31,680.00$ 90.00$ 32,400.00$ 83.00$ 29,880.00$ 102.00$ 36,720.00$ 100.00$ 36,000.00$ 106.70$ 38,412.00$ 120.00$ 43,200.00$ 53HOT-MIX ASPHALT SURFACE COURSE, MIX "D", N50, 1.5-INCHTON 220 90.00$ 19,800.00$ 95.00$ 20,900.00$ 97.00$ 21,340.00$ 90.00$ 19,800.00$ 106.00$ 23,320.00$ 106.00$ 23,320.00$ 115.60$ 25,432.00$ 100.00$ 22,000.00$ 54BITUMINOUS MATERIALS (TACK COAT)LB 1,720 1.00$ 1,720.00$ 1.00$ 1,720.00$ 1.00$ 1,720.00$ 0.95$ 1,634.00$ 0.50$ 860.00$ 1.00$ 1,720.00$ 1.10$ 1,892.00$ 1.00$ 1,720.00$ 55HOT-MIX ASPHALT SURFACE REMOVAL - BUTT JOINTSY 45 20.00$ 900.00$ 20.00$ 900.00$ 19.00$ 855.00$ 19.00$ 855.00$ 12.00$ 540.00$ 21.00$ 945.00$ 22.20$ 999.00$ 10.00$ 450.00$ 56ROADWAY EDGE CRACK SEALINGLF 520 2.50$ 1,300.00$ 3.00$ 1,560.00$ 3.00$ 1,560.00$ 3.00$ 1,560.00$ 4.00$ 2,080.00$ 3.00$ 1,560.00$ 3.25$ 1,690.00$ 2.50$ 1,300.00$ 57SANITARY MANHOLE TO BE ADJUSTED WITH NEW FRAME AND LID - TYPE 1EA 1 950.00$ 950.00$ 1,500.00$ 1,500.00$ 500.00$ 500.00$ 700.00$ 700.00$ 2,700.00$ 2,700.00$ 2,500.00$ 2,500.00$ 1,587.00$ 1,587.00$ 1,200.00$ 1,200.00$ ALTERNATE C BID TOTAL (ITEMS 49-57)85,000.00$ 93,060.00$ 88,905.00$ 83,594.00$ 247,220.00$ 97,145.00$ 99,000.00$ 103,570.00$ ALTERNATE D BID ITEMS58HOT-MIX ASPHALT PAVEMENT REMOVAL, FULL DEPTHSY 1,300 7.50$ 9,750.00$ 9.00$ 11,700.00$ 5.50$ 7,150.00$ 6.25$ 8,125.00$ 60.00$ 78,000.00$ 4.00$ 5,200.00$ 5.05$ 6,565.00$ 10.00$ 13,000.00$ 59HOT-MIX ASPHALT PAVEMENT REMOVAL, 4-INCHSY 3,360 5.00$ 16,800.00$ 7.00$ 23,520.00$ 6.00$ 20,160.00$ 6.25$ 21,000.00$ 40.00$ 134,400.00$ 6.00$ 20,160.00$ 6.50$ 21,840.00$ 6.00$ 20,160.00$ 60HOT-MIX ASPHALT PAVEMENT PATCH, 4-INCHSY 50 50.00$ 2,500.00$ 50.00$ 2,500.00$ 51.00$ 2,550.00$ 49.00$ 2,450.00$ 50.00$ 2,500.00$ 65.00$ 3,250.00$ 79.90$ 3,995.00$ 45.00$ 2,250.00$ 61HOT-MIX ASPHALT BINDER COURSE, IL-19.0, 2.5-INCHTON 500 80.00$ 40,000.00$ 82.00$ 41,000.00$ 84.00$ 42,000.00$ 78.00$ 39,000.00$ 102.00$ 51,000.00$ 93.00$ 46,500.00$ 111.15$ 55,575.00$ 120.00$ 60,000.00$ 62HOT-MIX ASPHALT SURFACE COURSE, MIX "D", N50, 1.5-INCHTON 300 85.00$ 25,500.00$ 95.00$ 28,500.00$ 91.00$ 27,300.00$ 84.00$ 25,200.00$ 106.00$ 31,800.00$ 99.00$ 29,700.00$ 417.20$ 125,160.00$ 100.00$ 30,000.00$ ENGINEERING ENTERPRISES, INC.52 WHEELER ROAD, SUGAR GROVE, ILLINOIS
BID TABULATIONSTARK & SON TRENCHING, INC.BIDS RECD 5/13/201945W826 Rohrsen RdHampshire, IL 60140 ITEMUNIT UNIT UNIT UNIT UNIT UNIT UNIT UNITNO. DESCRIPTION UNIT QUANTITY PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT722 E. South St. Unit D217 W. John StreetSUPERIOR EXCAVATING CO.1605 Locust RdBRANDT EXCAVATINGMinooka, IL 60447CONLEY EXCAVATING, INC.Plano, IL 60545 Plano, IL 60545PERFORMANCE CONST & ENGMorris, IL 60450H. LINDEN & SONS563 Rt 53Addison, IL 60101424 San Carlos Rd 1555 Gramercy PlBID TABULATION EAST ORANGE STREET WATER MAIN IMPROVEMENTSUNITED CITY OF YORKVILLEENGINEER'S ESTIMATE52 Wheeler RoadSugar Grove, IL 60554Morris, IL 60450ARCHON CONSTRUCTION CO.63BITUMINOUS MATERIALS (TACK COAT)LB 2,310 1.00$ 2,310.00$ 1.00$ 2,310.00$ 1.00$ 2,310.00$ 0.95$ 2,194.50$ 0.50$ 1,155.00$ 1.00$ 2,310.00$ 4.75$ 10,972.50$ 1.00$ 2,310.00$ 64HOT-MIX ASPHALT SURFACE REMOVAL - BUTT JOINTSY 45 20.00$ 900.00$ 20.00$ 900.00$ 19.00$ 855.00$ 20.00$ 900.00$ 12.00$ 540.00$ 21.00$ 945.00$ 25.75$ 1,158.75$ 10.00$ 450.00$ 65ROADWAY EDGE CRACK SEALINGLF 1,040 2.50$ 2,600.00$ 3.00$ 3,120.00$ 3.00$ 3,120.00$ 3.00$ 3,120.00$ 4.00$ 4,160.00$ 3.00$ 3,120.00$ 31.80$ 33,072.00$ 2.50$ 2,600.00$ 66SANITARY MANHOLE TO BE ADJUSTED WITH NEW FRAME AND LID - TYPE 1EA 1 950.00$ 950.00$ 1,500.00$ 1,500.00$ 500.00$ 500.00$ 700.00$ 700.00$ 2,700.00$ 2,700.00$ 2,500.00$ 2,500.00$ 4,411.75$ 4,411.75$ 1,200.00$ 1,200.00$ ALTERNATE D BID TOTAL (ITEMS 58-66)101,310.00$ 115,050.00$ 105,945.00$ 102,689.50$ 306,255.00$ 113,685.00$ 262,750.00$ 131,970.00$ TOTAL BASE BID389,900.00$ 404,123.00$ 419,405.00$ 438,390.60$ 467,272.50$ 570,960.00$ 603,000.00$ 418,960.00$ TOTAL ALTERNATE A BID48,330.00$ 54,180.00$ 49,630.00$ 50,517.00$ 143,440.00$ 64,580.00$ 52,123.00$ 72,380.00$ TOTAL ALTERNATE B BID76,980.00$ 81,775.00$ 80,185.00$ 77,334.50$ 219,660.00$ 90,620.00$ 89,168.25$ 90,945.00$ TOTAL ALTERNATE C BID85,000.00$ 93,060.00$ 88,905.00$ 83,594.00$ 247,220.00$ 97,145.00$ 99,000.00$ 103,570.00$ TOTAL ALTERNATE D BID101,310.00$ 115,050.00$ 105,945.00$ 102,689.50$ 306,255.00$ 113,685.00$ 262,750.00$ 131,970.00$ TOTAL BASE BID + ALTERNATE A BID438,230.00$ 458,303.00$ 469,035.00$ 488,907.60$ 610,712.50$ 635,540.00$ 655,123.00$ 491,340.00$ TOTAL BASE BID + ALTERNATE B BID466,880.00$ 485,898.00$ 499,590.00$ 515,725.10$ 686,932.50$ 661,580.00$ 692,168.25$ 509,905.00$ TOTAL BASE BID + ALTERNATE C BID474,900.00$ 497,183.00$ 508,310.00$ 521,984.60$ 714,492.50$ 668,105.00$ 702,000.00$ 522,530.00$ TOTAL BASE BID + ALTERNATE D BID491,210.00$ 519,173.00$ 525,350.00$ 541,080.10$ 773,527.50$ 684,645.00$ 865,750.00$ 550,930.00$ CORRECTED NUMBERS FROM BIDENGINEERING ENTERPRISES, INC.52 WHEELER ROAD, SUGAR GROVE, ILLINOIS
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Legend
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DATE:
PROJECT NO.:
FILE:
PATH:
BY:
December 2017
YO1751
YO1751_Location Map.mxd.MXD
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MJT ³
300 0 300150 Feet
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Agenda Item Summary Memo
Title:
Meeting and Date:
Synopsis:
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required:
Council Action Requested:
Submitted by:
Agenda Item Notes:
Reviewed By:
Legal
Finance
Engineer
City Administrator
Human Resources
Community Development
Police
Public Works
Agenda Item Number
New Business #2
Tracking Number
PW 2019-32
Church Street Sanitary Sewer Improvements
Public Works Committee – May 21, 2019
Majority
Consideration of Contract Award
Consideration of Bid Award
Brad Sanderson Engineering
Name Department
Bids were received, opened and tabulated for work to be done on the project at 11:15 a.m., May
13, 2019. Representatives of contractors bidding the project, Carri Parker (Purchasing Manager)
and our firm were in attendance. A tabulation of the bids which includes the engineer’s estimate
is attached for your information and record. The City had budgeted $100,000 for this project in
FY2020. The low bid was higher than our engineer’s estimate but is within budget for the
project. Since this is a relatively small project, we do not feel that there would be an advantage
in re-bidding the project.
Therefore, we recommend the acceptance of the bid and approval of award be made to the low
bidder, Performance Construction and Engineering, LLC 217 W. John Street, Plano, Illinois
60545 in the amount of $54,350.
If you have any questions or require additional information, please let us know.
Memorandum
To: Bart Olson, City Administrator
From: Brad Sanderson, EEI
CC: Eric Dhuse, Director of Public Works
Krysti Barksdale-Noble, Community Dev. Dir.
Lisa Pickering, Deputy City Clerk
Date: May 13, 2019
Subject: Church Street Sanitary Sewer Improvements
BID TABULATIONARCHON CONSTRUCTIONBIDS RECD 5/13/2019563 Rt 53Addison, IL 60101 ITEMUNIT UNIT UNIT UNIT UNIT UNIT UNITNO. DESCRIPTION UNIT QUANTITY PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT1 TYPE A SANITARY MANHOLE, 4' DIA EACH 1 8,500.00$ 8,500.00$ 13,810.00$ 13,810.00$ 8,000.00$ 8,000.00$ 8,000.00$ 8,000.00$ 7,500.00$ 7,500.00$ 14,517.00$ 14,517.00$ 6,500.00$ 6,500.00$ 2 SANITARY MANHOLE VACUUM TESTING EACH 1 1,000.00$ 1,000.00$ 600.00$ 600.00$ 175.00$ 175.00$ 1,500.00$ 1,500.00$ 300.00$ 300.00$ 966.00$ 966.00$ 500.00$ 500.00$ 3 SANITARY SEWER POINT REPAIR, 10" LF 20 750.00$ 15,000.00$ 800.00$ 16,000.00$ 1,010.00$ 20,200.00$ 500.00$ 10,000.00$ 1,000.00$ 20,000.00$ 897.20$ 17,944.00$ 100.00$ 2,000.00$ 4CURED-IN-PLACE LINING, 10"LF 165 70.00$ 11,550.00$ 96.00$ 15,840.00$ 130.00$ 21,450.00$ 130.00$ 21,450.00$ 83.00$ 13,695.00$ 84.95$ 14,016.75$ 75.00$ 12,375.00$ 5ABANDON EXISTING SANITARY SEWER, 10"LF 1 100.00$ 100.00$ 1,150.00$ 1,150.00$ 2,850.00$ 2,850.00$ 2,500.00$ 2,500.00$ 8,000.00$ 8,000.00$ 838.00$ 838.00$ 1,000.00$ 1,000.00$ 6AGGREGATE SHOULDER REMOVAL AND REPLACEMENTSY 5 50.00$ 250.00$ 65.00$ 325.00$ 15.00$ 75.00$ 30.00$ 150.00$ 25.00$ 125.00$ 167.65$ 838.25$ 40.00$ 200.00$ 7HOT-MIX ASPHALT PAVEMENT REMOVALSY 45 10.00$ 450.00$ 30.00$ 1,350.00$ 6.00$ 270.00$ 15.00$ 675.00$ 10.00$ 450.00$ 20.45$ 920.25$ 20.00$ 900.00$ 8 HOT-MIX ASPHALT PATCH, SPECIAL SY 45 75.00$ 3,375.00$ 80.00$ 3,600.00$ 55.00$ 2,475.00$ 65.00$ 2,925.00$ 150.00$ 6,750.00$ 144.55$ 6,504.75$ 100.00$ 4,500.00$ 9 SIDEWALK REMOVAL AND REPLACEMENT SF 25 30.00$ 750.00$ 50.00$ 1,250.00$ 12.00$ 300.00$ 25.00$ 625.00$ 64.00$ 1,600.00$ 75.30$ 1,882.50$ 20.00$ 500.00$ 10 DETECTABLE WARNING SF 10 25.00$ 250.00$ 100.00$ 1,000.00$ 36.00$ 360.00$ 45.00$ 450.00$ 50.00$ 500.00$ 180.80$ 1,808.00$ 30.00$ 300.00$ 11 EXPLORATORY EXCAVATIONEACH 3250.00$ 750.00$ 600.00$ 1,800.00$ 360.00$ 1,080.00$ 200.00$ 600.00$ 450.00$ 1,350.00$ 696.00$ 2,088.00$ 500.00$ 1,500.00$ 12 NON-SPECIAL, NON-HAZARDHOUSE SOIL WASTE DISPOSAL - TYPE 1 TON 10 50.00$ 500.00$ 50.00$ 500.00$ 40.00$ 400.00$ 50.00$ 500.00$ 34.00$ 340.00$ 81.45$ 814.50$ 50.00$ 500.00$ 13 NON-SPECIAL, NON-HAZARDHOUSE SOIL WASTE DISPOSAL - TYPE 2 TON 10 20.00$ 200.00$ 50.00$ 500.00$ 40.00$ 400.00$ 50.00$ 500.00$ 34.00$ 340.00$ 44.35$ 443.50$ 50.00$ 500.00$ 14 PAVEMENT MARKING, 4" LF 15 25.00$ 375.00$ 50.00$ 750.00$ 50.00$ 750.00$ 10.00$ 150.00$ 10.00$ 150.00$ 257.05$ 3,855.75$ 10.00$ 150.00$ 15 RESTORATION SY 10 75.00$ 750.00$ 150.00$ 1,500.00$ 20.00$ 200.00$ 35.00$ 350.00$ 25.00$ 250.00$ 169.65$ 1,696.50$ 25.00$ 250.00$ 16TRAFFIC CONTROL AND PROTECTIONLSUM 1 5,550.00$ 5,550.00$ 5,000.00$ 5,000.00$ 8,000.00$ 8,000.00$ 19,000.00$ 19,000.00$ 10,000.00$ 10,000.00$ 3,091.25$ 3,091.25$ 5,000.00$ 5,000.00$ 17ALLOWANCE - ITEMS ORDERED BY THE ENGINEERUNIT 5,000 1.00$ 5,000.00$ 1.00$ 5,000.00$ 1.00$ 5,000.00$ 1.00$ 5,000.00$ 1.00$ 5,000.00$ 1.00$ 5,000.00$ 1.00$ 5,000.00$ TOTAL54,350.00$ 69,975.00$ 71,985.00$ 74,375.00$ 76,350.00$ 77,225.00$ 41,675.00$ % BELOW/ABOVE ENGINEER'S ESTIMATE30.4% 67.9% 72.7% 78.5% 83.2% 85.3%ENGINEER'S ESTIMATE52 Wheeler RoadSugar Grove, IL 60554CONLEY EXCAVATING722 E. South St. Unit D1555 Gramercy PlMinooka, IL 60447BRANDT EXCAVATINGSUPERIOR EXCAVATING CO.Plano, IL 60545 Morris, IL 60450PERFORMANCE CONST & ENGPlano, IL 60545BID TABULATION CHURCH STREET SANITARY SEWER IMPROVEMENTSUNITED CITY OF YORKVILLE1605 Locust Rd217 W. John StreetH. LINDEN & SONSMorris, IL 60450424 San Carlos RdENGINEERING ENTERPRISES, INC.52 WHEELER ROAD, SUGAR GROVE, ILLINOIS
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E Center St
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King StW River StWest StEngineering Enterprises, Inc.
52 Wheeler Road
Sugar Grove, Illinois 60554
(630) 466-6700
Legend
!.SANITARY MANHOLE
UNKNOWN SANITARY SEWER
4" SANITARY SEWER
6" SANITARY SEWER
8" SANITARY SEWER
10" SANITARY SEWER
12" SANITARY SEWER
14" SANITARY SEWER
15" SANITARY SEWER
16" SANITARY SEWER
SANITARY SEWER IMPROVEMENTS
LOCATION MAP
www.eeiweb.com
DATE:
PROJECT NO.:
FILE:
PATH:
BY:
FEBRUARY 2019
YO1903
YO1903_Church St. PSA.MXD
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MJT ³
200 0 200100 Feet
Have a question or comment about this agenda item?
Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville,
tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council
Agenda Item Summary Memo
Title:
Meeting and Date:
Synopsis:
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required:
Council Action Requested:
Submitted by:
Agenda Item Notes:
Reviewed By:
Legal
Finance
Engineer
City Administrator
Human Resources
Community Development
Police
Public Works
Parks and Recreation
Agenda Item Number
New Business #3
Tracking Number
PW 2019-33
Route 71 Improvements – Subordination of Surface Rights
Public Works Committee – May 21, 2019
Majority
Consideration of Approval
Consideration of Approval
Brad Sanderson Engineering
Name Department
Attached please find a letter from IDOT regarding the subordination of surface rights for the
Route 71 project.
The subordination of surface rights is necessary for IDOT to complete its right of way
acquisition process.
The City Attorney has reviewed the documentation provided by IDOT and support the request.
A draft ordinance has been prepared and is attached. If you have any questions or require
additional information, please let us know.
Memorandum
To: Bart Olson, City Administrator
From: Brad Sanderson, EEI
CC: Eric Dhuse, Director of Public Works
Kathleen Field-Orr, City Attorney
Lisa Pickering, Deputy City Clerk
Date: May 1, 2019
Subject: Route 71 Improvements – Subordination of Surface Rights
Ordinance No. 2019-____
Page 1
Ordinance No. 2019-_____
AN ORDINANCE AUTHORIZING THE SUBORDINATION OF SURFACE RIGHTS
FOR PUBLIC ROAD PURPOSES TO THE STATE OF ILLINOIS FOR THE
ILLINOIS ROUTE 71 PROJECT FROM ILLINOIS 47 TO ORCHARD ROAD
WHEREAS, the United City of Yorkville, Kendall County, Illinois (the “City”) is a duly
organized and validly existing non home-rule municipality created in accordance with the
Constitution of the State of Illinois of 1970 and the laws of the State; and,
WHEREAS, the Illinois Department of Transportation is preparing for the improvement
of a portion of Illinois Route 71 within the City over which the City has easements and has
requested that the City subordinate its easement rights so it can construct the roadway
improvements; and,
WHEREAS, the City desires to subordinate to the State of Illinois, Department of
Transportation its interests in certain easements of the City filed in the Recorder’s Office of
Kendall County, as set forth in the attached Subordination Agreement to the State of Illinois to
construct, reconstruct, operate, maintain and control access to that portion of FAP 311 (Illinois
Route 71) Section (1, 1-1)R), Job No. R-93-005-10, on various parcels from Illinois 47 to
Orchard Road located within the City.
NOW, THEREFORE, BE IT ORDAINED by the Mayor and City Council of the
United City of Yorkville, Kendall County, Illinois, as follows:
Section 1: The document entitled STATE OF ILLINOIS DEPARTMENT OF
TRANSPORTATION Office of Program Development SUBORDINATION OF SURFACE
RIGHTS FOR PUBLIC ROAD PURPOSES, attached hereto and made a part hereof, is hereby
approved and the Mayor and City Clerk are hereby authorized to execute and deliver said
document on behalf of the City.
Ordinance No. 2019-____
Page 2
Section 2: The Mayor and City Clerk are hereby authorized to execute any and all
additional documents as may be required to implement the terms thereof.
Section 3: This Ordinance shall be in full force and effect from and after its passage,
approval, and publication in pamphlet form as provided by law.
Passed by the City Council of the United City of Yorkville, Kendall County, Illinois,
this ______ day of __________________, 2019.
______________________________
CITY CLERK
KEN KOCH ________ DAN TRANSIER ________
JACKIE MILSCHEWSKI ________ ARDEN JOE PLOCHER ________
CHRIS FUNKHOUSER ________ JOEL FRIEDERS ________
SEAVER TARULIS ________ JASON PETERSON ________
APPROVED by me, as Mayor of the United City of Yorkville, Kendall County, Illinois,
this ______ day of __________________, 2019.
____________________________________
MAYOR
Have a question or comment about this agenda item?
Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville,
tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council
Agenda Item Summary Memo
Title:
Meeting and Date:
Synopsis:
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required:
Council Action Requested:
Submitted by:
Agenda Item Notes:
Reviewed By:
Legal
Finance
Engineer
City Administrator
Human Resources
Community Development
Police
Public Works
Parks and Recreation
Agenda Item Number
New Business #4
Tracking Number
PW 2019-34
Route 47 Improvements (Kennedy Road to Cross Street) – Letter of Understanding
Public Works Committee – May 21, 2019
Majority
Consideration of Approval
Consideration of Approval
Brad Sanderson Engineering
Name Department
Attached is a letter from IDOT for the above referenced project. The intent of the letter is to summarize
the anticipated costs and maintenance responsibilities to the City for the project. Currently, the work
from Galena Road to Cross Street in Sugar Grove is tentatively scheduled to be performed in IDOT’s
current multi-year Proposed Highway Improvement Program. The remaining portion is not currently
funded for construction. The agreement and costs are for the entire project from Kennedy Road to Cross
Street.
There are a couple of items that are worth highlighting. They are as follows:
This agreement includes the short extension of Bristol Bay Road to Rt 47. From a coordination
and constructability standpoint it makes sense to include as part of the project.
The Baseline Road bridge will be reconstructed as part of the project.
The replacement of the newly constructed signals at Wrigley Way is included as a worst-case
scenario as the timing of those improvements are uncertain.
The total local share is anticipated to be $656,400 as summarized below.
Cost Share Item Est. Const. Cost
Est. Local
Share of
Const.
Cost
Est. Local
Share of
Eng. Cost
Total Est.
Local Cost
Share
Kennedy Road Signals $220,000 $14,500 $2,200 $16,700
Cannonball Trail Signals $280,000 $28,000 $4,200 $32,200
Wrigley Way Signals (100% City) $280,000 $280,000 $42,000 $322,000
Boombah Boulevard Signals $220,000 $14,500 $2,200 $16,700
Waterpark Way Signals $220,000 $14,500 $2,200 $16,700
Baseline Road Signals $280,000 $14,000 $2,100 $16,100
Emergency Pre-Emption $40,000 $40,000 $6,000 $46,000
Combination Highway Lighting $50,000 $50,000 $7,500 $57,500
Shared Use Path $326,000 $65,000 $10,000 $75,000
Extension of Bristol Bay Road $50,000 $50,000 $7,500 $57,500
Total: $1,966,000 $570,500 $85,900 $656,400
Memorandum
To: Bart Olson, City Administrator
From: Brad Sanderson, EEI
CC: Eric Dhuse, Director of Public Works
Krysti Barksdale-Noble, Community Dev. Dir.
Lisa Pickering, Deputy City Clerk
Date: May 1, 2019
Subject: Rt 47 Improvements (Kennedy Road to Cross Street)
After construction, the City’s maintenance responsibilities will be:
Percent shared based on legs - Traffic signal maintenance at Kennedy Road, Cannonball Trail,
Boombah Boulevard, Waterpark Way and Baseline Road
100% Traffic signal maintenance at Wrigley Way
100% Emergency pre-emption
100% Combination highway lighting
100% Bristol Bay Drive
100% Shared use path
100% Baseline Road Bridge
The responsibilities noted above are consistent with IDOT policy and recent City/IDOT agreements.
At this time, IDOT is requesting that the City concur with the preliminary cost participation and agrees to
the maintenance responsibilities as described in the letter. We are recommending concurrence.
Once final design is complete, IDOT will provide a formal City/State Agreement that will further refine
the costs.
If you have any questions or require additional information, please let us know.
Have a question or comment about this agenda item?
Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville,
tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council
Agenda Item Summary Memo
Title:
Meeting and Date:
Synopsis:
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required:
Council Action Requested:
Submitted by:
Agenda Item Notes:
Reviewed By:
Legal
Finance
Engineer
City Administrator
Human Resources
Community Development
Police
Public Works
Parks and Recreation
Agenda Item Number
New Business #5
Tracking Number
PW 2019-35
Invitation to Bid on the Single Group Sale of Five City Vehicles - Results
Public Works Committee – May 21, 2019
N/A
Majority
Approval
See Attached Memo
Carri Parker, Purchasing Manager Administration
Name Department
Summary
Authorize the Purchasing Manager to dispose of the vehicles through donation, scrap, or refuse of all
five vehicles listed within the bid document.
Background
In 2018, the City Council approved an authorization for Staff to dispose of five (5) public works
department owned vehicles through the sealed bid process. Purchasing Manager Parker released an
Invitation to Bid on April 18, 2019 with a public opening on May 7, 2019. The City did not receive any
sealed bid(s). As a result of the condition of the vehicles, staff believes this had an large effect on the bid
response and any other means to sell the vehicles.
Recommendation
Staff recommends the Committee recommend to the City Council the authorization for the Purchasing
Manager to dispose of the vehicles through donation, scrap, or refuse of all five vehicles listed within
the bid document and requests the Committee recommend to the Mayor to sign the titles on behalf of the
City.
Attachments
Invitation to Bid the Sale of a City Vehicle
Memorandum
To: Public Works Committee
From: Eric Dhuse, Public Works Director
Carri Parker, Purchasing Manager
CC: Bart Olson, City Administrator
Date: May 21, 2019
Subject: Invitation to Bid on the Single Group Sale of Five City Vehicles
INVITATION TO BID
ON THE SINGLE GROUP SALE OF FIVE CITY
VEHICLES
Deadline: Tuesday, May 7, 2019
9:00 a.m. Local Time
LEGAL NOTICE
INVITATION FOR BID
The United City of Yorkville, Illinois will accept sealed bids for the group sale of five (5) City Vehicles.
The vehicles will NOT be sold individually.
Sealed bids will be received at the address listed below until Tuesday, May 7, 2019, at 9:00 a.m. local
time. Bids will be publicly opened and read aloud at this time.
All proposals should be addressed to:
United City of Yorkville
Re: (Contractor name)
Sealed Bid for City Vehicles
Attention: Carri Parker, Purchasing Manager
800 Game Farm Road
Yorkville, IL 60560
Bid packets are available online at http://www.yorkville.il.us. The link can be found under the Business
Tab-Bids & RFPs. Additional packets may be picked up at the United City of Yorkville City Hall, 800
Game Farm Road, Yorkville, IL 60560. Please contact the Purchasing Manager to schedule a time to pick
up the packet.
A pre-bid meeting to view the vehicles for sale will be held on Thursday, April 25, 2019 at 1:00 p.m.
local time (Weather Permitting) at 2224 Tremont Ave (Water Tower), Yorkville, IL 60560. Parking
available in parking lot outside of fenced area, gates will open at 12:45 p.m. until 2:00 pm.
Any questions or interpretation request regarding this Legal Notice or actual bid specifications shall be
directed to Carri Parker, Purchasing Manager in writing at cparker@yorkville.il.us, not less than ten
(10) business days prior to the scheduled bid opening date.
The bidder shall at all times observe and conform to all laws, ordinances, and regulations of the Federal,
State, and City which may in any manner affect the preparation of bids or the performance of the
contract.
Carri Parker
Purchasing Manager
GENERAL CONDITIONS
The City is seeking sealed bids for the group purchase of five City Vehicles. Bidders are required to:
1. Submit a sealed bid, in an envelope marked “City Vehicle Sealed Bid”. Bids must be delivered to
the United City of Yorkville, attn. Carri Parker, Purchasing Manager, 800 Game Farm Road,
Yorkville, IL 60560 no later than Tuesday, May 7, 2019, at 9:00 a.m. local time. No bids
received after that date and time will be accepted. Bids will be opened at this time and read out
loud.
2. Submission of a bid constitutes acceptance of all terms of this Solicitation, without exception.
Bids that reference exceptions to these terms may be rejected by the City.
3. All bids must be a minimum of $2,000.00, in US dollars, in whole for the group purchase of
all five (5) vehicles.
4. The vehicles are sold on an “as is, where is” basis to the highest bidder. The high bidder must
make arrangements for pick up and removal of vehicle(s) 2224 Tremont Ave. Yorkville, IL
60560. Award shall be made to the highest bidder on a total cost basis.
5. The City reserves the right to review all bids and determine which bid is in the best interests of
the City. The City reserves the right to waive bidding, to reject any or all bids, or to contract
directly with any party in its sole discretion. The City reserves the right to require strict
conformity to these specifications, or to waive any irregularity, in its absolute and sole discretion.
6. All bids shall be accompanied by a certified check in an amount not less than 100% of the total
bid price. The certified check of the successful bidder will be retained by the City and applied
towards the purchase price. In the event that the successful bidder fails to close on the sale of the
vehicle for any reason following bid opening or fails to remove the vehicles form the City’s
property, the bid deposit shall be forfeit to the City as liquidated damages to cover the City’s
costs of advertisement and conduct of the bid process. Vehicles not removed from City property
shall be towed at owner’s expense as an abandoned vehicle. The certified check(s) of all
unsuccessful bidders will be returned after the selection of the successful bidder is approved by
the City Council.
7. Once approved, the successful bidder will be required to acknowledge receipt of a bill of sale for
each vehicle.
8. The successful bidder shall remove the vehicle from the City premises by Friday, June 14, 2019
once offer is accepted.
9. Bidder must return the following documents:
a. Completed and Signed Bid Form
b. Cashier’s Check for the full amount of bid
c. Completed and signed all five (5) Bill of Sale Forms
TIMELINE
Process Steps Estimated Date(s)
Release and Issuance of the Invitation To Bid (ITB) Thursday, April 18, 2019 at 8:00 a.m.
Pre-Bid Meeting Thursday, April 25, 2019 at 1:00 p.m.
Bid Due Date Tuesday, May 7, 2019 at 9:00 a.m.
Public Works Committee Approval Tuesday, May 21, 2019
City Council Approval Tuesday, May 28, 2019
Removal of Vehicles Deadline Friday, June 14, 2019 by 12:00 p.m.
SPECIFICATIONS
VEHICLE #1 VEHICLE #2
VIN#: 2G1WD5E35C1305686
MAKE: Chevrolet
MODEL: Impala
YEAR: 2012
STYLE: Sedan
FUEL: Gasoline
MILEAGE: 99,437
VIN#: 2FTRF17W63CA55586
MAKE: Ford
MODEL: F150
YEAR: 2003
STYLE: Truck
FUEL: Gasoline
MILEAGE: 108,028
VEHICLE #3 VEHICLE #4
VIN#: 1FAFP53U25A155061
MAKE: Ford
MODEL: Taurus SE
YEAR: 2005
STYLE: Sedan
FUEL: Gasoline
MILEAGE: 57,793
VIN#: 2FTRF17WX4CA17005
MAKE: Ford
MODEL: F150
YEAR: 2003
STYLE: Truck
FUEL: Gasoline
MILEAGE: 131,992
VEHICLE #5
VIN#: 1FMPU16LXYLA91620
MAKE: Ford
MODEL: Expedition
YEAR: 2000
STYLE: SUV
FUEL: Gasoline
MILEAGE: 106,100
PRE-BID MEETING
The United City of Yorkville will hold a pre-bid meeting to view the five (5) vehicles for sale on
Thursday, April 25, 2019 at 1:00 p.m. until 2:00 pm local time (Weather Permitting) at 2224 Tremont
Ave (Water Tower), Yorkville, IL 60560. Parking available in parking lot outside of fenced area, gates
will open at 12:45 p.m.
BID FORM
______________________________________(buyer name) herein called the Buyer(s), hereby offer(s)
and agree(s) to purchase from the United City of Yorkville, a Municipal Corporation, hereinafter called
the City, at the price subject to the terms of the Invitation To Bid the following vehicles.
VEHICLE #1 VEHICLE #2 VEHICLE #3
VIN#: 2G1WD5E35C1305686
MAKE: Chevrolet
MODEL: Impala
YEAR: 2012
STYLE: Sedan
FUEL: Gasoline
MILEAGE: 99,437
VIN#: 2FTRF17W63CA55586
MAKE: Ford
MODEL: F150
YEAR: 2003
STYLE: Truck
FUEL: Gasoline
MILEAGE: 108,028
VIN#: 1FAFP53U25A155061
MAKE: Ford
MODEL: Taurus SE
YEAR: 2005
STYLE: Sedan
FUEL: Gasoline
MILEAGE: 57,793
VEHICLE #4 VEHICLE #5
VIN#: 2FTRF17WX4CA17005
MAKE: Ford
MODEL: F150
YEAR: 2003
STYLE: Truck
FUEL: Gasoline
MILEAGE: 131,992
VIN#: 1FMPU16LXYLA91620
MAKE: Ford
MODEL: Expedition
YEAR: 2000
STYLE: SUV
FUEL: Gasoline
MILEAGE: 106,100
Vehicles are sold “AS IS” as described in the Bill Of Sale and the City is not responsible for the property
upon acceptance of this Bid. Final sale shall be within fourteen (14) days of acceptance of this
agreement, unless otherwise agreed to by the parties. This sale is subject to approval by the City
Council, and the City reserves the right to reject any and all offers.
Method of Payment:
A. Certified Check
Payable to the United City of Yorkville $
Print Name of Buyer(s)
Address (Street, City, State and Zip Code) Phone Number
Signature of Buyer(s) Date
BILL OF SALE
STATE OF ILLINOIS
COUNTY OF KENDALL
Seller, the United City of Yorkville, 800 Game Farm Road, Yorkville, Illinois, in consideration of $___________,
which has been received, hereby sells and transfers to Buyer,
____________________________________ of _____________________________________________, Illinois
Name Address
the following motor vehicle:
VIN#: 2G1WD5E35C1305686
MAKE: Chevrolet
MODEL: Impala
YEAR: 2012
STYLE: Sedan
FUEL: Gasoline
MILEAGE: 99,437
Seller hereby represents and warrants to Buyer that Seller is the absolute owner of said vehicle, that said vehicle is
free and clear of all liens, charges and encumbrances, and the Seller has full right, power and authority to sell said
vehicle and to make this Bill of Sale.
ALL WARRANTIES OF QUALITY, FITNESS, AND MERCHANTABILITY ARE HEREBY EXCLUDED,
AND THE BUYER ACCEPTS THE VEHICLE IN ITS PRESENT “AS IS” CONDITION. The Village disclaims
all warranties and representations of any kind or nature, whether oral or written, express or implied, concerning the
vehicle. The transfer of the vehicle is pursuant to any known or unknown deficiencies or defects of or with respect
to the vehicle, and an agreement by the Buyer not to assert any claim and to indemnify and hold harmless the City
its officials, employees and agents from any liability resulting from the vehicle.
Seller certifies to the best of its knowledge that the odometer reading now reads 99,437 (no tenths) miles and
reflects the actual mileage of the vehicle described above.
IN WITNESS WHEREOF, Seller has signed this Bill of Sale on this _______ day of __________ 2019.
_________________________________________
Print name and title________________________________________________________________
Buyer:
_________________________________________ Date: __________________
Print name _________________________________________
)
) SS
)
BILL OF SALE
STATE OF ILLINOIS
COUNTY OF KENDALL
Seller, the United City of Yorkville, 800 Game Farm Road, Yorkville, Illinois, in consideration of $___________,
which has been received, hereby sells and transfers to Buyer,
____________________________________ of _____________________________________________, Illinois
Name Address
the following motor vehicle:
VIN#: 2FTRF17W63CA55586
MAKE: Ford
MODEL: F150
YEAR: 2003
STYLE: Truck
FUEL: Gasoline
MILEAGE: 108,028
Seller hereby represents and warrants to Buyer that Seller is the absolute owner of said vehicle, that said vehicle is
free and clear of all liens, charges and encumbrances, and the Seller has full right, power and authority to sell said
vehicle and to make this Bill of Sale.
ALL WARRANTIES OF QUALITY, FITNESS, AND MERCHANTABILITY ARE HEREBY EXCLUDED,
AND THE BUYER ACCEPTS THE VEHICLE IN ITS PRESENT “AS IS” CONDITION. The Village disclaims
all warranties and representations of any kind or nature, whether oral or written, express or implied, concerning the
vehicle. The transfer of the vehicle is pursuant to any known or unknown deficiencies or defects of or with respect
to the vehicle, and an agreement by the Buyer not to assert any claim and to indemnify and hold harmless the City
its officials, employees and agents from any liability resulting from the vehicle.
Seller certifies to the best of its knowledge that the odometer reading now reads 108,028 (no tenths) miles and
reflects the actual mileage of the vehicle described above.
IN WITNESS WHEREOF, Seller has signed this Bill of Sale on this _______ day of __________ 2019.
_________________________________________
Print name and title________________________________________________________________
Buyer:
_________________________________________ Date: __________________
Print name _________________________________________
)
) SS
)
BILL OF SALE
STATE OF ILLINOIS
COUNTY OF KENDALL
Seller, the United City of Yorkville, 800 Game Farm Road, Yorkville, Illinois, in consideration of $___________,
which has been received, hereby sells and transfers to Buyer,
____________________________________ of _____________________________________________, Illinois
Name Address
the following motor vehicle:
VIN#: 1FAFP53U25A155061
MAKE: Ford
MODEL: Taurus SE
YEAR: 2005
STYLE: Sedan
FUEL: Gasoline
MILEAGE: 57,793
Seller hereby represents and warrants to Buyer that Seller is the absolute owner of said vehicle, that said vehicle is
free and clear of all liens, charges and encumbrances, and the Seller has full right, power and authority to sell said
vehicle and to make this Bill of Sale.
ALL WARRANTIES OF QUALITY, FITNESS, AND MERCHANTABILITY ARE HEREBY EXCLUDED,
AND THE BUYER ACCEPTS THE VEHICLE IN ITS PRESENT “AS IS” CONDITION. The Village disclaims
all warranties and representations of any kind or nature, whether oral or written, express or implied, concerning the
vehicle. The transfer of the vehicle is pursuant to any known or unknown deficiencies or defects of or with respect
to the vehicle, and an agreement by the Buyer not to assert any claim and to indemnify and hold harmless the City
its officials, employees and agents from any liability resulting from the vehicle.
Seller certifies to the best of its knowledge that the odometer reading now reads 57,793 (no tenths) miles and
reflects the actual mileage of the vehicle described above.
IN WITNESS WHEREOF, Seller has signed this Bill of Sale on this _______ day of __________ 2019.
_________________________________________
Print name and title________________________________________________________________
Buyer:
_________________________________________ Date: __________________
Print name _________________________________________
)
) SS
)
BILL OF SALE
STATE OF ILLINOIS
COUNTY OF KENDALL
Seller, the United City of Yorkville, 800 Game Farm Road, Yorkville, Illinois, in consideration of $___________,
which has been received, hereby sells and transfers to Buyer,
____________________________________ of _____________________________________________, Illinois
Name Address
the following motor vehicle:
VIN#: 2FTRF17WX4CA17005
MAKE: Ford
MODEL: F150
YEAR: 2003
STYLE: Truck
FUEL: Gasoline
MILEAGE: 131,992
Seller hereby represents and warrants to Buyer that Seller is the absolute owner of said vehicle, that said vehicle is
free and clear of all liens, charges and encumbrances, and the Seller has full right, power and authority to sell said
vehicle and to make this Bill of Sale.
ALL WARRANTIES OF QUALITY, FITNESS, AND MERCHANTABILITY ARE HEREBY EXCLUDED,
AND THE BUYER ACCEPTS THE VEHICLE IN ITS PRESENT “AS IS” CONDITION. The Village disclaims
all warranties and representations of any kind or nature, whether oral or written, express or implied, concerning the
vehicle. The transfer of the vehicle is pursuant to any known or unknown deficiencies or defects of or with respect
to the vehicle, and an agreement by the Buyer not to assert any claim and to indemnify and hold harmless the City
its officials, employees and agents from any liability resulting from the vehicle.
Seller certifies to the best of its knowledge that the odometer reading now reads 131,992 (no tenths) miles and
reflects the actual mileage of the vehicle described above.
IN WITNESS WHEREOF, Seller has signed this Bill of Sale on this _______ day of __________ 2019.
_________________________________________
Print name and title________________________________________________________________
Buyer:
_________________________________________ Date: __________________
Print name _________________________________________
)
) SS
)
BILL OF SALE
STATE OF ILLINOIS
COUNTY OF KENDALL
Seller, the United City of Yorkville, 800 Game Farm Road, Yorkville, Illinois, in consideration of $___________,
which has been received, hereby sells and transfers to Buyer,
____________________________________ of _____________________________________________, Illinois
Name Address
the following motor vehicle:
VIN#: 1FMPU16LXYLA91620
MAKE: Ford
MODEL: Expedition
YEAR: 2000
STYLE: SUV
FUEL: Gasoline
MILEAGE: 106,100
Seller hereby represents and warrants to Buyer that Seller is the absolute owner of said vehicle, that said vehicle is
free and clear of all liens, charges and encumbrances, and the Seller has full right, power and authority to sell said
vehicle and to make this Bill of Sale.
ALL WARRANTIES OF QUALITY, FITNESS, AND MERCHANTABILITY ARE HEREBY EXCLUDED,
AND THE BUYER ACCEPTS THE VEHICLE IN ITS PRESENT “AS IS” CONDITION. The Village disclaims
all warranties and representations of any kind or nature, whether oral or written, express or implied, concerning the
vehicle. The transfer of the vehicle is pursuant to any known or unknown deficiencies or defects of or with respect
to the vehicle, and an agreement by the Buyer not to assert any claim and to indemnify and hold harmless the City
its officials, employees and agents from any liability resulting from the vehicle.
Seller certifies to the best of its knowledge that the odometer reading now reads 106,100 (no tenths) miles and
reflects the actual mileage of the vehicle described above.
IN WITNESS WHEREOF, Seller has signed this Bill of Sale on this _______ day of __________ 2019.
_________________________________________
Print name and title________________________________________________________________
Buyer:
_________________________________________ Date: __________________
Print name _______________________________________
)
) SS
)
Have a question or comment about this agenda item?
Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville,
tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council
Agenda Item Summary Memo
Title:
Meeting and Date:
Synopsis:
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required:
Council Action Requested:
Submitted by:
Agenda Item Notes:
Reviewed By:
Legal
Finance
Engineer
City Administrator
Human Resources
Community Development
Police
Public Works
Parks and Recreation
Agenda Item Number
New Business #6
Tracking Number
PW 2019-36
Material Storage Shed
Public Works Committee – May 21, 2019
Positive
Approval at a future meeting
Update and review of material storage shed replacement
Eric Dhuse Public Works
Name Department
Summary
Asking permission to replace the material storage shed at the PW facility on Tower Ln.
This is not a budgeted expenditure and would require a budget amendment of approximately
$300,000.
Background
The original shed was constructed in the 80’s and was literally falling apart. the main
support columns were rotted out, the tin was eaten away by the salt, and the entire building was
leaning and in danger of falling over. The building was demolished on May 10th and hauled
away.
At this time, we have plans and specifications from 2015 which was the last time we tried
to replace this building. At that time, we had a grant from the State and were going to use MFT
money to remove and replace the building. Before we could do that, the grant was put on hold
and the project was shelved.
Recommendation
I recommend that we update the plans and specifications to solicit bids through the
Invitation to Bid (ITB) process. This process will provide us the lowest responsible bidder for
the public works project. Once the bid opening is complete, staff will explore all budgeting tools
and bring options to the committee for discussion and recommendation.
I have attached all the 2015 information for your review. The only change to the plans
will be to add some additional siding on the face of the building to protect the stored material
from the weather. The specifications will be updated to remove the use of MFT funds. If we
were to use MFT funds, we feel that the project would not be completed by November 1st of this
year. Purchasing Manager Parker will add these updated specifications to a bid document and
release to the public upon Committee’s approval.
I would ask that this be placed on the May 21, 2019 public works committee agenda for
discussion. If you have any questions or need further information, please let me know.
Memorandum
To: Public Works Committee
From: Eric Dhuse, Director of Public Works
CC: Bart Olson, Administrator
Date: May 14, 2019
Subject: Material Storage Shed
RETURN WITH BID
Local Public Agency
Formal Contract Proposal
PROPOSAL SUBMITTED BY
Contractor’s Name
Street P.O. Box
City State Zip Code
STATE OF ILLINOIS
COUNTY OF KENDALL
UNITED CITY OF YORKVILLE
(Name of City, Village, Town or Road District)
FOR THE IMPROVEMENT OF
STREET NAME OR ROUTE NO. PUBLIC WORKS STORAGE SHED
SECTION NO. 15-00048-00-MG
TYPES OF FUNDS MFT & LOCAL
SPECIFICATIONS (required) PLANS (required)
For Municipal Projects Department of Transportation
Submitted/Approved/Passed Released for bid based on limited review
Mayor President of Board of Trustees Municipal Official Regional Engineer
Date Date
For County and Road District Projects
Submitted/Approved
Highway Commissioner
Date
Submitted/Approved
County Engineer/Superintendent of Highways
Date
Note: All proposal documents, including Proposal Guaranty Checks or Proposal Bid Bonds, should be stapled together to prevent loss when bids are
processed.
Printed 6/12/2015 Page 1 of 6 BLR 12200 (01/08/14)
RETURN WITH BID
NOTICE TO BIDDERS
County KENDALL
Local Public Agency CITY OF YORKVILLE
Section Number 15-00048-00-MG
Route N/A
Sealed proposals for the improvement described below will be received at the office of United City of Yorkville,
800 Game Farm Road, Yorkville, IL 60560 until 11:30 AM on July 13, 2015
Address Time Date
Sealed proposals will be opened and read publicly at the office of United City of Yorkville
800 Game Farm Road, Yorkville, IL 60560 at 11:30 AM on July 13, 2015
Address Time Date
DESCRIPTION OF WORK
Name Public Works Storage Shed Length: 0.00 feet ( 0.00 miles)
Location Public Works Facility at 610 Tower Lane, Yorkville, IL 60560
Proposed Improvement Demolition and removal of the existing and the construction of a new salt storage shed at
the Public Works facility and all other associated work to complete the contract.
1.Plans and proposal forms will be available in the office of Engineering Enterprises, Inc. 52 Wheeler Road,
Sugar Grove, IL 60554 for $30.00 M-F (8:00AM to 4:00PM) contact Bruce Aderman at (630) 466-6738
Address
2.Prequalification
If checked, the 2 low bidders must file within 24 hours after the letting an “Affidavit of Availability” (Form BC 57), in
duplicate, showing all uncompleted contracts awarded to them and all low bids pending award for Federal, State, County,
Municipal and private work. One original shall be filed with the Awarding Authority and one original with the IDOT District
Office.
3.The Awarding Authority reserves the right to waive technicalities and to reject any or all proposals as provided in BLRS
Special Provision for Bidding Requirements and Conditions for Contract Proposals.
4. The following BLR Forms shall be returned by the bidder to the Awarding Authority:
a.BLR 12200: Local Public Agency Formal Contract Proposal
b.BLR 12200a Schedule of Prices
c.BLR 12230: Proposal Bid Bond (if applicable)
d.BLR 12325: Apprenticeship or Training Program Certification (do not use for federally funded projects)
e.BLR 12326: Affidavit of Illinois Business Office
5.The quantities appearing in the bid schedule are approximate and are prepared for the comparison of bids. Payment to
the Contractor will be made only for the actual quantities of work performed and accepted or materials furnished
according to the contract. The scheduled quantities of work to be done and materials to be furnished may be increased,
decreased or omitted as hereinafter provided.
6.Submission of a bid shall be conclusive assurance and warranty the bidder has examined the plans and understands all
requirements for the performance of work. The bidder will be responsible for all errors in the proposal resulting from
failure or neglect to conduct an in depth examination. The Awarding Authority will, in no case be responsible for any
costs, expenses, losses or changes in anticipated profits resulting from such failure or neglect of the bidder.
7.The bidder shall take no advantage of any error or omission in the proposal and advertised contract.
8.If a special envelope is supplied by the Awarding Authority, each proposal should be submitted in that envelope furnished
by the Awarding Agency and the blank spaces on the envelope shall be filled in correctly to clearly indicate its contents.
When an envelope other than the special one furnished by the Awarding Authority is used, it shall be marked to clearly
indicate its contents. When sent by mail, the sealed proposal shall be addressed to the Awarding Authority at the address
and in care of the official in whose office the bids are to be received. All proposals shall be filed prior to the time and at
the place specified in the Notice to Bidders. Proposals received after the time specified will be returned to the bidder
unopened.
9.Permission will be given to a bidder to withdraw a proposal if the bidder makes the request in writing or in person before
the time for opening proposals.
Printed 6/12/2015 Page 2 of 6 BLR 12200 (01/08/14)
RETURN WITH BID
PROPOSAL
County KENDALL
Local Public Agency CITY OF YORKVILLE
Section Number 15-00048-00-MG
Route N/A
1.Proposal of
for the improvement of the above section by the construction of Demolition and removal of existing salt storage shed and
construction of new storage shed and other associated work to complete the contract.
a total distance of 0.00 feet, of which a distance of 0.00 feet, ( 0.000 miles) are to be improved.
2.The plans for the proposed work are those prepared by Engineering Enterprises, Inc.
and approved by the Department of Transportation on
3.The specifications referred to herein are those prepared by the Department of Transportation and designated as
“Standard Specifications for Road and Bridge Construction” and the “Supplemental Specifications and Recurring Special
Provisions” thereto, adopted and in effect on the date of invitation for bids.
4.The undersigned agrees to accept, as part of the contract, the applicable Special Provisions indicated on the “Check
Sheet for Recurring Special Provisions” contained in this proposal.
5.The undersigned agrees to complete the work within N/A working days or by 10/30/2015
unless additional time is granted in accordance with the specifications.
6.A proposal guaranty in the proper amount, as specified in BLRS Special Provision for Bidding Requirements and
Conditions for Contract Proposals, will be required. Bid Bonds will be allowed as a proposal guaranty. Accompanying this
proposal is either a bid bond if allowed, on Department form BLR 12230 or a proposal guaranty check, complying with the
specifications, made payable to:
United City of Yorkville Treasurer of
The amount of the check is 10 % ( ).
7. In the event that one proposal guaranty check is intended to cover two or more proposals, the amount must be equal to
the sum of the proposal guaranties, which would be required for each individual proposal. If the proposal guaranty check
is placed in another proposal, it will be found in the proposal for: Section Number N/A .
8.The successful bidder at the time of execution of the contract will be required to deposit a contract bond for the full
amount of the award. When a contract bond is not required, the proposal guaranty check will be held in lieu thereof. If this
proposal is accepted and the undersigned fails to execute a contract and contract bond as required, it is hereby agreed
that the Bid Bond or check shall be forfeited to the Awarding Authority.
9.Each pay item should have a unit price and a total price. If no total price is shown or if there is a discrepancy between the
product of the unit price multiplied by the quantity, the unit price shall govern. If a unit price is omitted, the total price will
be divided by the quantity in order to establish a unit price.
10.A bid will be declared unacceptable if neither a unit price nor a total price is shown.
11.The undersigned submits herewith the schedule of prices on BLR 12200a covering the work to be performed under this
contract.
12.The undersigned further agrees that if awarded the contract for the sections contained in the combinations on
BLR 12200a, the work shall be in accordance with the requirements of each individual proposal for the multiple bid
specified in the Schedule for Multiple Bids below.
Printed 6/12/2015 Page 3 of 6 BLR 12200 (01/08/14)
RETURN WITH BID
County
Local Public Agency
Section
Route
Total
Item
No.Items Unit Quantity Total
1
DEMOLITION OF EXISTING
MATERIAL STORAGE SHED L SUM 1
2 CONCRETE SLAB REMOVAL SQ YD 267
3 PAVEMENT REMOVAL SQ YD 36
4 EARTH EXCAVATION CU YD 115
5 PERIMETER EROSION BARRIER FOOT 125
6 INLET AND PIPE PROTECTION EACH 1
7 AGGREGATE BASE COURSE, 4" SQ YD 303
8 CAST-IN-PLACE CONCRETE L SUM 1
9
PRE-ENGINEERED POST FRAME
BUILDING SYSTEM L SUM 1
10 BOLLARD EACH 6
11 RESTORATION SQ YD 100
12
NON-SPECIAL, NON-HAZARDOUS
SOIL WASTE DISPOSAL - TYPE 1 CU YD 25
Bidder's Proposal for making Entire Improvements
Schedule for Single Bid
KENDALL
(For complete information covering these items, see plans and specifications)
15-00048-00-MG
UNITED CITY OF YORKVILLE
Schedule for Multiple Bids
Sections Included in Combinations
Unit Price
Combination Letter
SCHEDULE OF PRICES
N/A
Printed 6/12/2015 Page 5-1 BLR 12200a (01/08/14)
RETURN WITH BID
CONTRACTOR CERTIFICATIONS
County KENDALL
Local Public Agency CITY OF YORKVILLE
Section Number 15-00048-00-MG
Route N/A
The certifications hereinafter made by the bidder are each a material representation of fact upon which reliance is placed should
the Department enter into the contract with the bidder.
1.Debt Deliquency. The bidder or contractor or subcontractor, respectively, certifies that it is not delinquent in the payment of
any tax administered by the Department of Revenue unless the individual or other entity is contesting, in accordance with
the procedures established by the appropriate revenue Act, its liability for the tax or the amount of tax. Making a false
statement voids the contract and allows the Department to recover all amounts paid to the individual or entity under the
contract in a civil action.
2.Bid-Rigging or Bid Rotating. The bidder or contractor or subcontractor, respectively, certifies that it is not barred from
contracting with the Department by reason of a violation of either 720 ILCS 5/33E-3 or 720 ILCS 5/33E-4.
A violation of Section 33E-3 would be represented by a conviction of the crime of bid-rigging which, in addition to Class 3
felony sentencing, provides that any person convicted of this offense or any similar offense of any state or the United States
which contains the same elements as this offense shall be barred for 5 years from the date of conviction from contracting
with any unit of State or local government. No corporation shall be barred from contracting with any unit of State or local
government as a result of a conviction under this Section of any employee or agent of such corporation if the employee so
convicted is no longer employed by the corporation and: (1) it has been finally adjudicated not guilty or (2) if it demonstrates
to the governmental entity with which it seeks to contract and that entity finds that the commission of the offense was neither
authorized, requested, commanded, nor performed by a director, officer or a high managerial agent in behalf of the
corporation.
A violation of Section 33E-4 would be represented by a conviction of the crime of bid-rotating which, in addition to Class 2
felony sentencing, provides that any person convicted of this offense or any similar offense of any state or the United States
which contains the same elements as this offense shall be permanently barred from contracting with any unit of State or
local government. No corporation shall be barred from contracting with any unit of State or local government as a result of a
conviction under this Section of any employee or agent of such corporation if the employee so convicted is no longer
employed by the corporation and: (1) it has been finally adjudicated not guilty or (2) if it demonstrates to the governmental
entity with which it seeks to contract and that entity finds that the commission of the offense was neither authorized,
requested, commanded, nor performed by a director, officer or a high managerial agent in behalf of the corporation.
3.Bribery. The bidder or contractor or subcontractor, respectively, certifies that it has not been convicted of bribery or
attempting to bribe an officer or employee of the State of Illinois or any unit of local government, nor has the firm made an
admission of guilt of such conduct which is a matter of record, nor has an official, agent, or employee of the firm committed
bribery or attempted bribery on behalf of the firm and pursuant to the direction or authorization of a responsible official of the
firm.
4.Interim Suspension or Suspension. The bidder or contractor or subcontractor, respectively, certifies that it is not currently
under a suspension as defined in Subpart I of Title 44 Subtitle A Chapter III Part 6 of the Illinois Administrative Code.
Furthermore, if suspended prior to completion of this work, the contract or contracts executed for the completion of this work
may be cancelled.
Printed 6/12/2015 Page 5 of 6 BLR 12200 (01/08/14)
RETURN WITH BID
SIGNATURES
County KENDALL
Local Public Agency CITY OF YORKVILLE
Section Number 15-00048-00-MG
Route N/A
(If an individual)
Signature of Bidder
Business Address
(If a partnership)
Firm Name
Signed By
Business Address
Inset Names and Addressed of All Partners
(If a corporation)
Corporate Name
Signed By
President
Business Address
President
Insert Names of Officers Secretary
Treasurer
Attest:
Secretary
{
{
Printed 6/12/2015 Page 6 of 6 BLR 12200 (01/08/14)
Page 1 of 1 BLR 12230 (Rev. 7/05
Printed on 5/14/2015 4:29:23 PM
Local Agency
Proposal Bid Bond
RETURN WITH BID
Route
County
Local Agency
Section
N/A
KENDALL
UNITED CITY OF YORKVILLE
15-00048-00-MG
PAPER BID BOND
WE as PRINCIPAL,
and 10%as SURETY,
are held jointly, severally and firmly bound unto the above Local Agency (hereafter referred to as “LA”) in the penal sum of 5% of the total bid price, or for
the amount specified in the proposal documents in effect on the date of invitation for bids whichever is the lesser sum. We bind ourselves, our heirs,
executors, administrators, successors, and assigns, jointly pay to the LA this sum under the conditions of this instrument.
WHEREAS THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH that, the said PRINCIPAL is submitting a written proposal to the LA acting
through its awarding authority for the construction of the work designated as the above section.
THEREFORE if the proposal is accepted and a contract awarded to the PRINCIPAL by the LA for the above designated section and the PRINCIPAL
shall within fifteen (15) days after award enter into a formal contract, furnish surety guaranteeing the faithful performance of the work, and furnish evidence
of the required insurance coverage, all as provided in the “Standard Specifications for Road and Bridge Construction” and applicable Supplemental
Specifications, then this obligation shall become void; otherwise it shall remain in full force and effect.
IN THE EVENT the LA determines the PRINCIPAL has failed to enter into a formal contract in compliance with any requirements set forth in the
preceding paragraph, then the LA acting through its awarding authority shall immediately be entitled to recover the full penal sum set out above, together
with all court costs, all attorney fees, and any other expense of recovery.
IN TESTIMONY WHEREOF, the said PRINCIPAL and the said SURETY have caused this instrument to be signed by their
respective officers this day of
Principal
(Company Name) (Company Name)
By: By:
(Signature and Title) (Signature and Title)
(If PRINCIPLE is a joint venture of two or more contractors, the company names, and authorized signatures of each contractor must be affixed.)
Surety
By:
(Name of Surety) (Signature of Attorney-in-Fact)
STATE OF ILLINOIS,
COUNTY OF
I, , a Notary Public in and for said county,
do hereby certify that
( Insert names of individuals signing on behalf of PRINCIPAL & SURETY)
who are each personally known to me to be the same persons whose names are subscribed to the foregoing instrument on behalf of PRINCIPAL and
SURETY, appeared before me this day in person and acknowledged respectively, that they signed and delivered said instruments as their free and
voluntary act for the uses and purposes therein set forth.
Given under my hand and notarial seal this day of
My commission expires
(Notary Public)
ELECTRONIC BID BOND
Electronic bid bond is allowed (box must be checked by LA if electronic bid bond is allowed)
The Principal may submit an electronic bid bond, in lieu of completing the above section of the Proposal Bid Bond Form. By providing
an electronic bid bond ID code and signing below, the Principal is ensuring the identified electronic bid bond has been executed and
the Principal and Surety are firmly bound unto the LA under the conditions of the bid bond as shown above. (If PRINCIPAL is a joint
venture of two or more contractors, an electronic bid bond ID code, company/Bidder name title and date must be affixed for each
contractor in the venture.)
Electronic Bid Bond ID Code (Company/Bidder Name)
(Signature and Title) Date
Apprenticeship or Training
Program Certification
Route N/A
Return with Bid County KENDALL
Local Agency CITY OF YORKVILLE
Section 15-00048-00-MG
All contractors are required to complete the following certification:
For this contract proposal or for all groups in this deliver and install proposal.
For the following deliver and install groups in this material proposal:
Illinois Department of Transportation policy, adopted in accordance with the provisions of the Illinois Highway Code,
requires this contract to be awarded to the lowest responsive and responsible bidder. The award decision is subject to
approval by the Department. In addition to all other responsibility factors, this contract or deliver and install proposal
requires all bidders and all bidders’ subcontractors to disclose participation in apprenticeship or training programs that are
(1) approved by and registered with the United States Department of Labor’s Bureau of Apprenticeship and Training, and
(2) applicable to the work of the above indicated proposals or groups. Therefore, all bidders are required to complete the
following certification:
I. Except as provided in paragraph IV below, the undersigned bidder certifies that it is a participant, either as an
individual or as part of a group program, in an approved apprenticeship or training program applicable to each
type of work or craft that the bidder will perform with its own employees.
II.The undersigned bidder further certifies for work to be performed by subcontract that each of its subcontractors
submitted for approval either (A) is, at the time of such bid, participating in an approved, applicable apprenticeship
or training program; or (B) will, prior to commencement of performance of work pursuant to this contract, establish
participation in an approved apprenticeship or training program applicable to the work of the subcontract.
III.The undersigned bidder, by inclusion in the list in the space below, certifies the official name of each program
sponsor holding the Certificate of Registration for all of the types of work or crafts in which the bidder is a
participant and that will be performed with the bidder’s employees. Types of work or craft that will be
subcontracted shall be included and listed as subcontract work. The list shall also indicate any type of work or
craft job category for which there is no applicable apprenticeship or training program available.
Printed 5/14/2015 Page 1 of 2 BLR 12325 (Rev. 4/07)
IV.Except for any work identified above, any bidder or subcontractor that shall perform all or part of the work of the
contract or deliver and install proposal solely by individual owners, partners or members and not by employees to
whom the payment of prevailing rates of wages would be required, check the following box, and identify the
owner/operator workforce and positions of ownership.
The requirements of this certification and disclosure are a material part of the contract, and the contractor shall require this
certification provision to be included in all approved subcontracts. The bidder is responsible for making a complete report
and shall make certain that each type of work or craft job category that will be utilized on the project is accounted for and
listed. The Department at any time before or after award may require the production of a copy of each applicable
Certificate of Registration issued by the United States Department of Labor evidencing such participation by the contractor
and any or all of its subcontractors. In order to fulfill the participation requirement, it shall not be necessary that any
applicable program sponsor be currently taking or that it will take applications for apprenticeship, training or employment
during the performance of the work of this contract or deliver and install proposal.
Bidder: By:
(Signature)
Address: Title:
Printed 5/14/2015 Page 2 of 2 BLR 12325 (Rev. 4/07)
RETURN WITH BID
Affidavit of Illinois Business Office
County KENDALL
Local Public Agency CITY OF YORKVILLE
Section Number 15-00048-00-MG
Route N/A
State of )
) ss.
County of )
I, of , ,
(Name of Affiant) (City of Affiant) (State of Affiant
being first duly sworn upon oath, states as follows:
1.That I am the of .
officer or position bidder
2.That I have personal knowledge of the facts herein stated.
3.That, if selected under this proposal,, will maintain a
(bidder)
business office in the State of Illinois which will be located in County, Illinois.
4.That this business office will serve as the primary place of employment for any persons employed in the
construction contemplated by this proposal.
5.That this Affidavit is given as a requirement of state law as provided in Section 30-22(8) of the Illinois
Procurement Code.
(Signature)
(Print Name of Affiant)
This instrument was acknowledged before me on
day of , .
(SEAL)
(Signature of Notary Public)
Printed 5/14/2015 BLR 12326 (01/08/14)
Affidavit of Availability
For the Letting of 15-00048-00-MG
Instructions: Complete this form by either typing or using black ink. "Authorization to Bid" will not be issued
unless both sides of this form are completed in detail. Use additional forms as needed to list all work.
Part I. Work Under Contract
List below all work you have under contract as either a prime contractor or a subcontractor. It is required to include all pending low bids not yet awarded
or rejected. In a joint venture, list only that portion of the work which is the responsibility of your company. The uncompleted dollar value is to be based upon
the most recent engineer's or owners estimate, and must include work subcontracted to others. If no work is contracted, show NONE.
1 2 3 4 Awards Pending
Contract Number
Contract With
Estimated Completion Date
Total Contract Price Accumulated
Totals
Uncompleted Dollar Value if Firm is
the Prime Contractor
Uncompleted Dollar Value if Firm is
the Subcontractor
Total Value of All Work
Part II. Awards Pending and Uncompleted Work to be done with your own forces.
List below the uncompleted dollar value of work for each contract and awards pending to be completed with your own forces. All work
subcontracted to others will be listed on the reverse of this form. In a joint venture, list only that portion of the work to be done by your
company. If no work is contracted, show NONE.
Accumulated
Totals
Earthwork
Portland Cement Concrete Paving
HMA Plant Mix
HMA Paving
Clean & Seal Cracks/Joints
Aggregate Bases & Surfaces
Highway, R.R. and Waterway Structures
Drainage
Electrical
Cover and Seal Coats
Concrete Construction
Landscaping
Fencing
Guardrail
Painting
Signing
Cold Milling, Planning & Rotomilling
Demolition
Pavement Markings (Paint)
Other Construction (List)
$ 0.00
Totals
Disclosure of this information is REQUIRED to accomplish the statutory purpose as outlined in the “Illinois Procurement Code." Failure to comply will result in
non-issuance of an "Authorization To Bid." This form has been approved by the State Forms Management Center.
Bureau of Construction
2300 South Dirksen Parkway/Room 322
Springfield, Illinois 62764
Printed 5/14/2015 Page 1 of 2 BC 57 (Rev. 08/17/10)
Part III. Work Subcontracted to Others.
For each contract described in Part I, list all the work you have subcontracted to others.
1 2 3 4 Awards Pending
Subcontractor
Type of Work
Subcontract Price
Amount Uncompleted
Subcontractor
Type of Work
Subcontract Price
Amount Uncompleted
Subcontractor
Type of Work
Subcontract Price
Amount Uncompleted
Subcontractor
Type of Work
Subcontract Price
Amount Uncompleted
Subcontractor
Type of Work
Subcontract Price
Amount Uncompleted
Total Uncompleted
I, being duly sworn, do hereby declare that this affidavit is a true and correct statement relating to ALL uncompleted contracts of the
undersigned for Federal, State, County, City and private work, including ALL subcontract work, ALL pending low bids not yet awarded
or rejected and ALL estimated completion dates.
Subscribed and sworn to before me
this day of , Type or Print Name
Officer or Director Title
Signed
Notary Public
My commission expires
Company
(Notary Seal)
Address
Printed 5/14/2015 Page 2 of 2 BC 57 (Rev. 08/17/10)
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CHECK SHEET
FOR
RECURRING SPECIAL PROVISIONS
Adopted January 1, 2015
The following RECURRING SPECIAL PROVISIONS indicated by an “X” are applicable to this contract and are included by
reference:
RECURRING SPECIAL PROVISIONS
CHECK SHEET # PAGE NO.
1 Additional State Requirements for Federal-Aid Construction Contracts
163
2 Subletting of Contracts (Federal-Aid Contracts) 166
3 EEO 167
4 Specific EEO Responsibilities Non Federal-Aid Contracts
177
5 Required Provisions - State Contracts 182
6 Asbestos Bearing Pad Removal 188
7 Asbestos Waterproofing Membrane and Asbestos Hot-Mix Asphalt Surface Removal
189
8 Temporary Stream Crossings and In-Stream Work Pads
9 Construction Layout Stakes Except for Bridges 191
10 Construction Layout Stakes 194
11 Use of Geotextile Fabric for Railroad Crossing 197
12 Subsealing of Concrete Pavements 199
13 Hot-Mix Asphalt Surface Correction 203
14 Pavement and Shoulder Resurfacing 205
15 Reserved 206
16 Patching with Hot-Mix Asphalt Overlay Removal 207
17 Polymer Concrete 208
18 PVC Pipeliner 210
19 Pipe Underdrains 211
20 Guardrail and Barrier Wall Delineation 212
21 Bicycle Racks 216
22 Reserved 218
23 Temporary Portable Bridge Traffic Signals 219
24 Work Zone Public Information Signs 221
25 Nighttime Inspection of Roadway Lighting 222
26 English Substitution of Metric Bolts 223
27 English Substitution of Metric Reinforcement Bars 224
28 Calcium Chloride Accelerator for Portland Cement Concrete 225
29 Reserved 226
30 Quality Control of Concrete Mixtures at the Plant 227
31 Quality Control/Quality Assurance of Concrete Mixtures 235
32 Digital Terrain Modeling for Earthwork Calculations 251
33 Pavement Marking Removal 253
34 Preventive Maintenance – Bituminous Surface Treatment 254
35 Preventive Maintenance – Cape Seal 260
36 Preventive Maintenance – Micro-Surfacing 275
37 Preventive Maintenance – Slurry Seal 286
38 Temporary Raised Pavement Markers 296
39 Restoring Bridge Approach Pavements Using High-Density Foam 297
190
CHECK SHEET
FOR
LOCAL ROADS AND STREETS RECURRING SPECIAL PROVISIONS
Adopted January 1, 2015
The following LOCAL ROADS AND STREETS RECURRING SPECIAL PROVISIONS indicated by an “X” are applicable to this
contract and are included by reference:
LOCAL ROADS AND STREETS RECURRING SPECIAL PROVISIONS
CHECK SHEET # PAGE NO.
LRS 1 Reserved .......................................................................................................................................................... 301
LRS 2 Furnished Excavation .......................................... ............................................................................................. 302
LRS 3 Work Zone Traffic Control Surveillance ........................................................................................................... 303
LRS 4 Flaggers in Work Zones .................................................................................................................................. 304
LRS 5 Contract Claims ............................................................................................................................................... 305
LRS 6 Bidding Requirements and Conditions for Contract Proposals ....................................................................... 306
LRS 7 Bidding Requirements and Conditions for Material Proposals ........................................................................ 312
LRS 8 Reserved ..........................................................................................................................................................318
LRS 9 Bituminous Surface Treatments ...................................................................................................................... 319
LRS 10 Reserved ..........................................................................................................................................................320
LRS 11 Employment Practices ..................................................................................................................................... 321
LRS 12 Wages of Employees on Public Works ............................................................................................................ 323
LRS 13 Selection of Labor ............................................................................................................................................325
LRS 14 Paving Brick and Concrete Paver Pavements and Sidewalks .........................................................................326
LRS 15 Partial Payments ..............................................................................................................................................329
LRS 16 Protests on Local Lettings ................................................................................................................................330
LRS 17 Substance Abuse Prevention Program ............................................................................................................331
LRS 18 Multigrade Cold Mix Asphalt ............................................................................................................................ 332
UNITED CITY OF YORKVILLE
PUBLIC WORKS STORAGE FACILITY
INDEX OF SPECIAL PROVISIONS
GENERAL SPECIAL PROVISIONS PAGE NUMBER
LOCATION OF IMPROVEMENTS 1
DESCRIPTION OF IMPROVEMENTS 1
SUBCONTRACTOR APPROVAL 1
CONTRACTOR REQUIREMENTS 1
CONSTRUCTION OBSERVATION 1
CONTROL OF W ORK AND PROSECUTION AND PROGRESS 1
PRE-CONSTRUCTION CONFERENCE 2
RESPONSIBILITY FOR CONTRACT CLAIMS 2
DCEO GRANT INFORMATION TO BIDDERS 2
CONSTRUCTION DEBRIS 2
UNCONTAMINATED SOIL DISPOSAL 3
LOCATION OF EXISTING UTILITIES 3
PROTECTION OF EXISTING DRAINAGE FACILITIES 3
COOPERATION BETWEEN CONTRACTORS 3
INCIDENTAL W ORK 3
AWARD AUTHORITY 4
NOTIFICATION TO UTILITIES 4
PREVAILING W AGE REQUIREMENTS 4
CERTIFIED PAYROLL REQUIREMENTS 4
KEEPING ROADS OPEN TO TRAFFIC 5
MAINTENANCE OF ROADWAY, DRIVES AND PARKING AREAS 5
MATERIAL INSPECTION 5
W ORK ENVIRONMENT 5
MOBILIZATION 5
CONSTRUCTION STAKING AND MARKING 5
PAY ITEM SPECIAL PROVISIONS
DEMOLITION OF EXISTING MATERIAL STORAGE SHED 6
CONCRETE SLAB REMOVAL 7
AGGREGATE BASE COURSE, 4” 7
CAST-IN-PLACE CONCRETE 7
BOLLARD 7
RESTORATION 7
NON-SPECIAL, NON-HAZARDOUS SOIL W ASTE DISPOSAL – TYPE 1 9
PRE-ENGINEERED POST FRAME BUILDING SYSTEM 9
Special Provisions
The following Special Provisions supplement the “Standard Specifications for Road and Bridge Construction”, Adopted
January 1, 2012 , the latest edition of the “Manual on Uniform Traffic Control Devices for Streets
and Highways”, and the “Manual of Test Procedures of Materials” in effect on the date of invitation of bids, and the
Supplemental Specifications and Recurring Special Provisions indicated on the Check Sheet included here in which apply to
and govern the construction of 15-00048-00-MG , and in case of conflict with any part, or
parts, of said Specifications, the said Special Provisions shall take precedence and shall govern.
Page 1 of 1 BLR 11310 (Rev. 7/05)
Printed on 5/14/2015 9:50:43 AM
GENERAL SPECIAL PROVISIONS
LOCATION OF IMPROVEMENTS
The Public Works Storage Shed is located at 610 Tower Lane, United City of Yorkville, Kendall County,
Illinois. The project limits are defined in the plans.
DESCRIPTION OF IMPROVEMENTS
This project consists of completing improvements in accordance with the United City of Yorkville Public
Works Storage Facility Plans and all applicable specifications. These improvements include but are not
limited to; demolition of an existing material storage shed, concrete slab removal, installation of new concrete
pavement; concrete footings; concrete walls; construction of a 30’x80’, 5-bay wood-frame and metal-sided
material storage building, and other ancillary work necessary to complete this contract.
SUBCONTRACTOR APPROVAL
Prior to awarding the contract to the lowest qualified bidder, the selected general contractor must submit a list
of all subcontractors and material suppliers for approval by the City. The City reserves the right to reject any
subcontractor or material supplier for any reason. This same requirement applies to any subcontractor or
material supplier being substituted by another after construction has started.
CONTRACTOR REQUIREMENTS
The Contractor shall be prequalified to perform building construction with the Capital Development Board
(CDB). Prior to release of bid documents, the Contractor must supply a copy of their CDB Prequalification
Letter. Release of the bid documents by no means that the bidder will be awarded the bid if this and other
prequalification stipulations are not met.
CONSTRUCTION OBSERVATION
Prior to the installation of any material, construction observation and any required testing shall be coordinated
with Engineering Enterprises, Inc. (EEI). The Engineer will require a minimum of 48 hours notice prior to the
scheduling of any such work items and a minimum of 24 hours notice prior to the cancellation of any
proposed work items that have been scheduled for observation. The contact for EEI shall be provided at the
pre-construction conference.
CONTROL OF WORK AND PROSECUTION AND PROGRESS
It is the intent of the United City of Yorkville that the project be constructed in an orderly and timely manner.
The Contractor shall take special note of the provisions of Article 105.06, Article 108.01 Paragraph 2, and
Article 108.02 of the Standard Specifications, which shall be adhered to.
The work on this project shall be completed by October 30, 2015. No extensions will be permitted in
accordance with Article 108.08(b) of the “Standard Specifications for Road and Bridge Construction”, adopted
January 1, 2012. Should the Contractor fail to complete the work by October 30, 2015, he/she will be held
liable to the United City of Yorkville pursuant to amounts specified in the Supplemental Specification for
Section 108 “Prosecution and Progress.”
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PRE-CONSTRUCTION CONFERENCE
Following the award of the Contract, the Contractor will be required to attend a Preconstruction Conference
prior to beginning work. At that time, the Contractor will be required to furnish as a minimum, but not limited
to: Written progress schedule, Names of Project Manager and Field Superintendent, names of Sub-
Contractors and material suppliers, name of person responsible for traffic control installation and
maintenance, and name of the contact person and emergency phone numbers of the Contractor’s
representative for contact after construction hours.
A Preconstruction Conference Notice will be sent to the Contractor to notify him/her of the complete listing of
items to be furnished at the meeting, as well as the time and location of the meeting and the required
personnel.
RESPONSIBILITY FOR CONTRACT CLAIMS
The Contractor shall indemnify and save harmless the United City of Yorkville, Engineering Enterprises, Inc.,
Rubino Engineering, Hutter Trankina Engineering, and all employees and servants thereof, against all loss,
damage or expense sustained as a result of any suits, actions or claims of any character brought on account
of property damage, injury to or death of any person or persons, including all persons performing work under
this Contract, which may arise in connection with the work to be performed under this Contract.
It is solely the responsibility of the Contractor to provide a safe work environment for both workers on site and
the traveling public, at all times until such a point where the City has accepted the improvements set forth in
this Contract and any additional work items added by Change Order.
DCEO GRANT INFORMATION TO BIDDERS
This contract is being partially funded by a grant from IL Department of Commerce and Economic Opportunity
(DCEO). The funding is under Grant no. 12-203216. By extension, the Contractor is bound by the provisions
of this grant. Copies of this grant will be available from Engineering Enterprises, Inc. upon request.
Specifically, Section 5.9 Applicable Statutes and Section 5.10 Miscellaneous Provisions apply to this contract.
Applicable Statutes listed in Section 5.9 include Grantee Responsibility, Land Trust Beneficial Interest
Disclosure Act, Historic Preservation Act, State of Illinois Discrimination Laws, Drug-Free Workplace Act,
Freedom of Information Act, Prevailing Wage Act, Victims Economic Security and Safety Act, Equal Pay Act
of 2003, Steel Products Procurement Act, Use of Illinois Labor for Public Works Projects, Minorities, Females,
and Persons with Disabilities Act and Illinois Human Rights Act, and Identity Protection Act.
Any contract entered into by the DCEO Grant recipient and any sub-agreement hereunder, shall provide that
representatives of the DCEO will have access to the work whenever it is in preparation or progress and that
the contractor or subcontractor will provide proper facilities for such access and inspection. Such contract or
sub-agreement must also provide that DCEO or any authorized representative shall have access to any
books, documents, papers, and records of the contractor or subcontractor, which are pertinent to the project
for the purpose of making audit, examination, excerpts, and transcriptions thereof.
CONSTRUCTION DEBRIS
The following shall be added to the third paragraph of Article 202.03 of the Standard Specifications:
“The Contractor shall not conduct any generation, transportation, or recycling of construction or demolition
debris, clean or general or uncontaminated soil generated during construction, remodeling, repair, and
demolition of utilities structures, and roads that is not commingled with any waste, without the maintenance of
documentation identifying the hauler, generator, place of origin of the debris or soil, the weight or volume of
the debris or soil, and the location, owner, and operator of the facility where the debris or soil was transferred,
disposed, recycled, or treated. This documentation must be maintained by the Contractor for 3 years.”
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UNCONTAMINATED SOIL DISPOSAL
This work shall consist of the excavation, removal and satisfactory disposal of all uncontaminated soil
necessary for construction. All work shall be in accordance with Section 202 of the Standard Specifications
and as specified herein. In accordance with IEPA uncontaminated soil regulations, the City has a completed
IEPA Form LPC-663, certifying, to the best knowledge of the City, the uncontaminated soil is from a site that
soil chemical constituents comply with the maximum allowable concentrations established pursuant to 35 Ill.
Adm. Code Part 1100, Subpart F and that the soil pH is within the range of 6.25 to 9.0. The City will accept
the uncontaminated soil as identified on the IEPA Form LPC-663 at their site at 185 Wolf Street, Yorkville.
In general, the Contractor should attempt to reuse any excavated soils within the project limits. The material
shall be free of debris and meet the general requirements of embankment or topsoil per the standard
specifications. Any material that does not meet the topsoil specifications shall be used during backfill
operations up to the final sub-grade elevation. The cost of uncontaminated soil disposal will not be paid for
separately, but shall be included in pay item for Earth Excavation.
LOCATION OF EXISTING UTILITIES
Existing public and private utilities are shown on the plans according to information obtained from utility
companies, municipalities, and surveys. The Contractor shall familiarize himself/herself with the location of all
utilities and structures that may be found in the vicinity of the construction and assume responsibility for all
utilities whether shown or not, and must realize that the actual locations and/or elevations of the utilities may
be different than indicated.
It is understood and agreed that the Contractor has considered in his/her bid all of the permanent and
temporary utility appurtenances in their present or relocated positions and that no additional compensation
will be allowed for any delays, inconvenience or damage. It is also suggested that the Contractor call the
concerned utility companies for further information. Contractor shall bring to the attention of the Engineer any
potential conflicts after receiving all necessary JULIE information. In areas where JULIE locates reveal
potential conflicts, the Contractor shall field verify the depth of these utility crossings. In any such area, the
Engineer will verify if potential adjustments to the proposed utility installations will be required.
Should any damages occur due to the Contractor’s negligence, repairs shall be made by the Contractor at
his/her expense in a manner acceptable to the Engineer.
PROTECTION OF EXISTING DRAINAGE FACILITIES
During construction, if the contractor encounters or otherwise becomes aware of any sewer, underdrains or
field drains within the right-of-way other than those shown on the plans; he shall so inform the Engineer. The
Engineer shall direct the work necessary to maintain or to replace the facilities in service and to protect them
from damage during construction if to be maintained. Existing facilities to be maintained that are damaged
because of non-compliance with this provision shall be replaced at the Contractor’s own expense.
COOPERATION BETWEEN CONTRACTORS
Other contracts and/or contractors may simultaneously be in process and working within or adjacent to the
subject project improvement site limits and the Contractor shall take special note of the applicable provisions
of Section 105 and of particular, Article 105.08 of the Standard Specifications which shall be adhered to.
INCIDENTAL WORK
All work shown on the Plans, described in the applicable specifications or in these Special Provisions and not
covered by a pay item, will be considered as included in the cost of the Contract.
AWARD AUTHORITY
The United City of Yorkville, 800 Game Farm Road, Yorkville, IL 60560 through the Mayor and City Council
shall be the Awarding Authority for this project.
NOTIFICATION TO UTILITIES
The Contractor shall notify all utility companies including the local electrical, telephone, gas and the United
City of Yorkville, a minimum of 72 hours prior to beginning any construction. The Contractor shall then have
the responsibility to determine from the public utility companies the locations of underground pipes, conduits
or cables adjoining or crossing the construction area.
PREVAILING WAGE REQUIREMENTS
In accordance with the Public Act 94-0515, the Contractor shall be responsible for the following requirements:
Maintain records for three (3) years of all laborers or workers employed on this project including their name,
address, phone number, social security number, classification, hourly wages paid in each pay period, and the
number of hours worked each day.
Submit these records to the City Clerk in either hard copy or electronically.
Certify in writing these records are true and accurate; that the rate paid is not less than the Applicable
Prevailing Wage.
These records shall be made available for inspection by the Illinois Department of Labor on two (2) business
days notice.
The Contractor shall note that filing a false Certified Payroll is a class B misdemeanor.
This contract calls for the construction of a “public work,” within the meaning of the Illinois Prevailing Wage
Act, 820 ILCS 130/.01 et seq. (“the Act”). The Act requires contractors and subcontractors to pay laborers,
workers and mechanics performing services on public works projects no less than the “prevailing rate of
wages” (hourly cash wages plus fringe benefits) in the county where the work is performed. For information
regarding current prevailing wage rates, please refer to the Illinois Department of Labor’s website at:
http://www.state.il.us/agency/idol/rates/rates.HTM. All contractors and subcontractors rendering services
under this contract must comply with all requirements of the Act, including but not limited to, all wage, notice
and record keeping duties.
CERTIFIED PAYROLL REQUIREMENTS
Per Public Act 94-0515, Contractors and Subcontractors on public works projects must submit certified payroll
records on a monthly basis to the City, along with a statement affirming that such records are true and
accurate, that the wages paid to each worker are not less than the required prevailing rate and that the
Contractor is aware that filing records he or she knows to be false is a Class B misdemeanor.
The certified payroll records must include for every worker employed on the public works project the name,
address, telephone number, social security number, job classification, hourly wages paid in each pay period,
number of hours worked each day, and starting and ending time of work each day. These certified payroll
records are considered public records and public bodies must make these records available to the public
under the Freedom of Information Act, with the exception of the employee’s address, telephone number and
social security number. Any Contractor who fails to submit a certified payroll or knowingly files a false
certified payroll is guilty of a Class B misdemeanor.
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KEEPING ROADS OPEN TO TRAFFIC
All roads shall remain open during construction. All work associated with this shall be included in the cost of
the Contract.
MAINTENANCE OF ROADWAYS, DRIVES AND PARKING AREAS
The Contractor shall be responsible for repair of any damage to existing roadways, drives and parking areas
within the project limits. There will be no additional payment for any repairs necessary due to the Contractor’s
operations.
MATERIAL INSPECTION
All materials incorporated in this Contract are to be inspected according to IDOT policies and procedures and
the process and frequency of testing under the QC/QA specifications for the hot-mix asphalt and according to
the Standard Specifications for concrete materials. The latest version of the Project Procedures Guidelines
(PPG) is available on the IDOT website at:
http://www.dot.state.il.us/materials/projectproceduresguide.html
The Contractor shall be responsible for QC testing of these materials on the job site with the Engineer being
notified at least twenty-four (24) hours in advance of the placement of any of these materials. Please note
that the Contractor is required to submit a QC plan to the Engineer for approval per the reference
specifications.
Five percent (5%) of the final contract amount due the Contractor will be withheld pending receipt of all
documentation and approval of the Engineers Final Payment Estimate by the District Bureau of Local Roads
and Streets.
WORKING ENVIRONMENT
It is the sole responsibility of the Contractor, not the Owner or Owner’s representative, to ensure a safe
working environment and to comply with all applicable OSHA, or other, safety requirements.
MOBILIZATION
This contract contains no provisions for mobilization. Therefore, article 671 of the Standard Specifications is
deleted.
CONSTRUCTION STAKING AND MARKING
Construction staking and marking, establishing the location, alignment, elevation and grade of the work, shall
conform to article 105.09 of the Standard Specifications. Requests for control information must be made 72
hours prior to the date needed. Construction staking will be discussed at the preconstruction meeting prior to
commencement of work, at which meeting the proper contact information will be provided. The costs for
construction staking are the responsibility of the Contractor. This will not be paid for separately but shall be
considered incidental to the cost of the project. This special provision shall take precedence over any other
references to construction layout in the plans or specifications.
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PAY ITEM SPECIAL PROVISIONS
DEMOLITION OF EXISTING MATERIAL STORAGE SHED
The Contractor shall furnish all labor, materials and equipment necessary to remove the existing material
storage shed. The following items, summarized below, shall be considered inclusive to the pay item for
DEMOLITION OF EXISTING MATERIAL STORAGE SHED.
Structure Removal:
This work shall include the complete removal of the structure, including concrete post footings, as
indicated on the plans and described herein, to existing grade. All debris should be hauled off-site at a
location provided by the Contractor.
Electrical:
The existing electrical service conduit in the building shall be removed and the conduit feed into the
building shall be capped at or just below existing grade, in accordance with local building and electrical
code. All wires shall be removed back to the existing cabinet and then removed from the power source.
Work Site Safety and Traffic Control:
Traffic Control will be required at all times. The Contractor shall erect, maintain and remove all signs,
barricades, flagmen and other traffic control devices as may be necessary for the purpose of regulating,
warning or guiding traffic. Placement and maintenance of all traffic control devices shall be in
accordance with the applicable parts of Article 107.14 of the Standard Specifications.
Contractor shall also be responsible for providing a safe, healthful working environment throughout the
demolition process.
Inspection:
Contractor shall be responsible for arranging any necessary inspections. Contractor shall contact the
appropriate entities as identified during the Preconstruction Conference a minimum of 24 hours prior to
work to allow for the proper scheduling of work. Any delay of work resulting from a failure to properly
notify the appropriate entities will not be considered for completion date extensions.
Protection of Adjacent Facilities & Restoration:
Contractor shall conduct the demolition in such a manner that other buildings and structures located on
site are not damaged in any way – this includes the existing adjacent storage barn. Any such damage
shall be repaired at the Contractor’s expense. Restoration and replacement of such areas damaged
during the demolition sequences shall be in a condition equal to or better than its original condition,
subject to approval by the Engineer.
Means and Methods:
The Engineer and the United City of Yorkville are not responsible for the construction means, methods,
techniques, sequences, procedures, time of performance, programs or for any safety precautions
utilized by the Contractor. The Contractor is solely responsible for execution of his work in accordance
with the contract documents and specifications, and all applicable local, state, and federal laws and
requirements.
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This work will be paid for at the contract price for Lump Sum for DEMOLITION OF EXISTING MATERIAL
STORAGE SHED, which price shall include the removal and satisfactory disposal of material.
CONCRETE SLAB REMOVAL
This work shall consist of saw cutting, removing and off-site disposal of the existing concrete slab as required
for the construction of the proposed material storage shed.
This work will be paid for at the contract unit price per square yard for CONCRETE SLAB REMOVAL which
price shall include the excavation and disposal of material.
AGGREGATE BASE COURSE, 4”
This work shall consist of removing any existing material and furnishing and placing new aggregate base
course prior to concrete slab construction operations in the areas designated on the plans and in accordance
with Sections 202 and 311 of the Standard Specifications.
As required, the Contractor shall excavate any material and place a new aggregate base course, as
measured to a depth of 10 inches below the proposed concrete slab finished grade, per the grades indicated
on the drawings. There will be 4” aggregate base course and 6” of concrete. The excavated material is to be
disposed of off-site,
Once subgrade is achieved the subgrade shall be inspected and approved by the Owner’s soil testing
laboratory to verify structural stability, prior to aggregate base course installation.
This work will be paid for at the contract unit price per square yard for AGGREGATE BASE COURSE, 4”
which price shall include the excavation and disposal of any unsuitable material.
CAST-IN-PLACE CONCRETE
This work shall consist of furnishing and placing concrete, backfilling and compacting fill material above and
adjacent to the footing and concrete walls as shown on the plans and in accordance with the applicable parts
of Sections 400 and 500 of the Standard Specifications, American Concrete Institute (ACI) 318 and ACI 301,
latest editions, the “Foundation Plan Sections & Notes” detail in the plans, and with these Special Provisions.
The notes and details in the plans shall supersede any Standards and Provisions referenced herein.
The concrete, associated reinforcement, including reinforcement bars and woven wire fabric and backfill shall
not be measured separately.
This work will be paid for at the contract unit price per Lump Sum for CAST-IN-PLACE CONCRETE which
price shall include furnishing, placing, and reinforcing the concrete and backfilling and compacting the fill
material as shown in the plans and on Contractor shop drawings to be submitted to the architect for review
prior to fabrication.
BOLLARD
This work shall consist of installation of bollards at the locations shown on the plans complete in place.
This work will be paid for at the contract unit price per each for BOLLARD which price shall include the
excavation, concrete base, cement filled steel post, paint and disposal of excess material.
RESTORATION
The Contractor shall restore all areas disturbed during construction of the storage facility and related
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appurtenances or as part of any of his activities to a condition equal to or better than the original condition.
This work shall include the stripping, stockpiling, and replacement of topsoil as specified on the plans.
Topsoil shall be defined as friable clay loam surface soil found in a depth of not less than six inches.
Satisfactory topsoil is reasonably free of subsoil, clay lumps, stones and other objects over two inches in
diameter, and without weeds, roots and other objectionable material.
Topsoil stripping and stockpiling shall be completed as follows:
1. Strip topsoil to whatever depths encountered in a manner to prevent intermingling with underlying
subsoil or other objectionable material.
a. Remove heavy growths of grass from areas before stripping.
b. Where existing trees are indicated to remain, leave existing topsoil in place within drip lines to
prevent damage to root system.
2. Stockpile topsoil at a location as directed by Engineer. Construct storage piles to provide free
drainage of surface water. Cover storage piles, if required, to prevent wind erosion.
3. Topsoil stockpiles are to remain separated from excavated material stockpiles throughout
construction.
Topsoil replacement shall be completed as follows:
Preparation of subsoil
1. Prepare sub-soil to eliminate uneven areas and low spots. Maintain lines, levels, profiles and
contours. Make changes in grade gradual. Blend slopes into level areas.
2. Remove foreign materials, weeds and undesirable plants and their roots. Remove contaminated
sub-soil.
Placing topsoil
1. Spread topsoil to the depth that existed prior to disturbance. Chisel plow to a depth of 6 inches and
rake topsoil until smooth.
2. Place topsoil during dry weather and on dry unfrozen sub-grade.
3. Remove vegetable matter and foreign non-organic material from topsoil while spreading.
4. Grade topsoil to eliminate rough, low or soft areas, and to ensure positive drainage.
All grassed areas disturbed during construction shall be restored to their original shape, contour and
condition. Seeding, including finish grade preparation of seedbed, fertilizer and planting shall be as set forth
in Section 250 of the Standard Specifications. The seeding mixture used shall be Class 1 (lawn mixture).
Topsoil (six-inch (6”) minimum thickness) shall be provided.
The Contractor shall be responsible for maintaining all restored areas until such a time as the City accepts
these areas. This acceptance will be granted after the Contractor has both fulfilled the minimum required
maintenance items and has established a stand of grass (where required) which meets the acceptance
standards set forth in these Special Provisions.
Acceptance of seeded areas will be determined by inspection by the City and Engineer. In order for an area
to be accepted, it shall conform the following:
1. Grass shall display a reasonably uniform distribution of grass plants
2. Grass shall display vigorous growth and be green and healthy in appearance.
Areas having bare spots larger than one (1) square foot will not be accepted. In this situation, the bare spots
must be re-seeded in accordance with seeding and maintenance specifications.
The Contractor shall have a representative on the job at all time when work is being performed.
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Additional areas damaged by machinery, construction equipment, Contractor negligence or over-excavation
beyond the limits shown on the plans shall be repaired in accordance with this Special Provision, at the
Contractor’s expense.
Unless otherwise listed for payment separately, all work under the general heading RESTORATION will be
paid for at the contract unit price per square yard for which price shall be payment in full for restoring the
areas disturbed.
NON-SPECIAL, NON-HAZARDOUS SOIL WASTE DISPOSAL – TYPE 1
Any excess excavated material that does not meet the requirements for disposal at a CCDD facility and not
needed for backfill or embankment shall be removed and disposed of at a permitted receiving facility (i.e.
landfill) provided by the Contractor or other approved location. The cost of removal, transportation and
disposal of the non-special, non-hazardous soil will be paid for at the contract unit price per ton for NON-
SPECIAL, NON-HAZARDOUS SOIL WASTE DISPOSAL – TYPE 1. Documentation from the permitted
receiving facility indicating date, time, weight, driver, truck number, etc. shall be provided to the Engineer as
requirement for payment for this work item.
PRE-ENGINEERED POST FRAME BUILDING SYSTEMS
GENERAL
The metal building systems included in this section were designed around W ick Buildings. If another
manufacturer is submitted other than Wick Buildings, Contractor to prepare and submit to the Engineer for
approval as part of his bid, a detailed list of all exceptions to the following specifications and engineering
plans of the building proposed to be furnished and installed. Such changes, if approved, shall be
accomplished at no additional cost to the Owner and time extensions associated with the changes will not be
approved by the Engineer. The Contractor will reimburse the Owner and Engineer for review or redesign
services associated with re-approval. The Contractor shall assume the cost of, and responsibility for,
satisfactorily accomplishing the necessary changes corresponding to the dimensions and characteristics of
the building submitted by the Contractor and approved by the Engineer.
A. This Section Includes the following:
1. Factory fabricated Pre-Engineered wall column.
2. Factory fabricated Pre-Engineered roof rafters.
3. Factory fabricated Pre-Engineered siding panels and metal roofing.
4. Factory fabricated Pre-Engineered building system accessories including, but not limited to, doors
and windows.
5. Prefinished metal trim items.
6. Prefinished ridge vents and soffits.
7. Prefinished gutter and downspouts.
B. Reference Standards:
1. Preservative Treated Lumber
a. American Wood Preservers Association (AWPA)
b. Treated item shall comply with AWPA standard C15 minimum.
c. Treated items shall bear the quality mark with appropriate specification information, along with
and stamped by the participating mill or agency involved.
2. Framing Lumber
a. Lumber grading rules and wood species
i. National Design Specifications for Wood Construction, current edition.
ii. Northeastern Lumber Manufacturer’s Association, Inc. (NELMA).
iii. Southern Pine Inspection Bureau (SPIB): Southern Pine.
iv. West Coast Lumber Inspection Bureau (WCLIB): Douglas Fir.
v. Western Wood Products Association (WWPA): Douglas Fir and Ponderosa Pine.
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3. Wood LVL Rafters
a. Contractor must submit manufacturer’s descriptive literature indicating material composition,
thickness, dimensions, loading and fabrication details.
b. LVL rafters shall be qualified to ASTM D5456 by APA -The Engineered Wood Association.
c. LVL rafters shall be pressure bonded, lap-jointed wood veneers, with grain of veneers running
parallel in the long direction.
d. LVL rafters shall be designed by the contractor or manufacturer in accordance with the applicable
building codes. All rafter designs must be accompanied by complete and accurate shop drawings
and contain the following information:
i. Slope or depth, span and spacing of the rafter.
ii. Heel bearing height.
iii. Design loading.
iv. Adjustments to lumber and fastener design values for conditions of use.
v. Fastener type, thickness of gauge, and size.
vi. Lumber size, species and grade for each member.
C. System Description:
1. Clear span frame – coordinate with drawings.
2. Primary framing – wood roof rafters and columns.
3. Secondary framing – purlins, girts, bracing and other items as required.
4. Wall and roof systems – preformed metal panels.
D. Design Requirements:
1. Coordinate building loads. Refer to design load tables on plans.
2. Building Code: IBC, International Building Code
Including unbalanced roof loads required by the most current version of ASCE-7
E. Submittals:
1. Supply four (4) sets of the following bearing a Professional Engineering Seal registered in the State of
Illinois:
a. Complete detailed shop and erection drawings indicating size and location of each building
component and part. Certify that specified roof and wind load requirements are met.
b. Rafter engineering calculations and design calculation should include the following:
i. Bending moments and axial forces for each member.
ii. Basic plate design values.
iii. Design analysis for each joint indicating that proper plates have been used.
iv. Successful bidder shall provide written proof of a third party inspection program in force for the
rafter manufacturer used on project.
c. Standard color chart supplied by Manufacturer for the owner/engineer to choose from.
d. Brochures/details/samples of specialty accessory products used or specified on this project.
F. Quality Assurance:
1. Building package by a Pre-engineered building Manufacturer with 50 years of doing business.
2. Building Manufacturer must own manufacturing facilities.
3. Exterior fastened steel panel shall be roll-formed in Manufacturer’s manufacturing facility.
4. Columns shall be factory fabricated by Manufacturer, in their manufacturing facility. They shall not be
manufactured or assembled on-site.
5. Rafters shall be factory fabricated by Manufacturer, not the contractor.
6. Building package shall be supplied by a pre-engineered building Manufacturer, with fully staffed
engineering department. All structural components shall be supplied by a source with one warranty.
7. All building packages shall be delivered by the Manufacturer’s trucks and personnel.
8. Package (shell) erection shall be supervised by Manufacturer’s representative builder or Manufacturer
employed field superintendent.
G. Qualifications:
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1. Structural components shall be designed under direct supervision of a Professional Engineer
employed by the Manufacturer.
2. An adequate number of skilled work people shall be employed who are thoroughly trained and
experienced in the necessary skills. They will be completely familiar with the specified requirements
and methods for proper performance of work.
H. Regulatory Requirements:
1. All applicable building codes and/or ordinances covering this work shall be the responsibility of the
contractor.
2. Work together with regulatory agencies or authorities to provide data as requested.
3. Panels shall not be stored such that they are in contact with any other material that could create
staining or discoloration.
I. Environmental Requirements:
1. Material packaging for minimum natural resource waste on project.
2. Building delivery package materials must be reused in the building system, i.e., metal panel cribbing
2x’s used as part of secondary framing systems (nonstructural.)
J. Delivery, Storage and Handling:
1. Prefabricated components, i.e., rafters, columns, steel sheathing and other items, shall be delivered
and stored so they will not be damaged or deformed.
2. Roofing and siding panels will be stored so water will drain freely.
3. Panels shall not be stored such that they are in contact with any other material that could create
staining or discoloration.
K. Warranty:
Contractor to warrant to the original owner, commencing on the date of its substantial completion and
subject to limitations, exclusions and conditions set forth herein, as follows:
FOR FIFTY (50) YEARS
Free of Charge, Contractor will replace or repair, at its option, treated structural posts that fail because
of insect damage or because of decay that occurs under normal conditions and proper use.
FOR FORTY (40) YEARS
Free of Charge, Contractor will replace or refinish, at its option, painted steel roofing or siding panels
if the paint peels, cracks, checks, flakes, or blisters to an extent that is apparent by ordinary outdoor
visual observation when exposed to normal weather and atmospheric conditions. Damage or loss
resulting from exposure to atmospheric pollutants, including but not limited to animal waste or other
corrosive conditions, is excluded under this warranty.
FOR THIRTY (30) YEARS
Free of Charge, Contractor will replace or refinish, at its option, painted steel roofing or siding panels
should the color change or chalk more than the specifications shown in the following table:
Vertical Installation Non-Vertical Installation
Chalk (ASTM D-4214) 8 6
Color Change (ASTM D-2244) 5 7
FOR TWENTY (20) YEARS
Free of Charge, Contractor will replace or repair, at its option, acrylic coated Galvalume® steel roofing
or siding panels should they rupture, perforate, or fail structurally when exposed to normal weather
and atmospheric conditions. Damage or loss resulting from exposure to atmospheric pollutants,
including but not limited to animal waste or other corrosive conditions, is excluded under this warranty.
FOR SEVEN (7) YEARS
Free of Charge, Contractor will repair leaks in steel roofing panels that result from defects in material
11
or workmanship except those leaks occurring where the building is connected to an adjacent
structure.
FOR FIVE (5) YEARS
Free of Charge, Contractor will replace or repair, at its option, those portions of the structural
framework, including roofing and siding panels, damaged by wind or snow loads that do not exceed
design specifications.
Free of Charge, Contractor will replace or repair, at its option, sliding doors damaged by wind or snow
so long as the door is in a locked-open or locked-closed position when the damage occurs.
Free of Charge, Contractor will replace or repair, at its option, painted steel or acrylic coated steel
roofing or siding panels perforated by hail.
FOR ONE (1) YEAR
Free of Charge, Contractor will repair any other defects in materials or workmanship.
PRODUCTS
L. Building System Manufacturers:
1. Wick Buildings, 800-356-9682 WickBuildings.com
a. Mazomanie, Wisconsin
2. Other Systems – Pre-approved Acceptable:
a. Approved equals meeting specification requirement sections B, F, I, K, 2.02 and 2.03.
b. Must be approved 7 days prior to submission of the bid.
i. Lester
ii. Morton
M. Materials – Framing:
1. Sill Plate
a. 2”x8” #1 or better Southern Yellow Pine (SYP).
b. This member shall be pressure treated with a wood preservative to a net retention as specified by
the American Wood Preservers Association (AWPA) for ground contact conditions. Treatment
shall be Osmose MicroPro copper Azol (MCA) with 15 pounds of preservative per cubic foot of
wood. Member shall be Kiln dried to a maximum of 19% moisture content. The preservative shall
penetrate 100% of the sapwood.
2. Columns
a. Full Length Laminated Column
Factory fabricated from minimum 3 ply 2”x6” 2400 MSR Southern Yellow Pine (SYP). Columns
shall be full-length (unspliced) nail laminated plys up through 20’ with middle ply to have short
truss support block. Columns over 20’ length shall be spliced (a minimum of 3’ length) with
reinforced metal truss plates pressed in place over splice on the outside laminate. Refer to
Section B, Reference Standards / 3. Wood rafters / letter c. referencing LVL construction.
i. Columns shall be pressure treated. This is in accordance with the “American Wood Preserves
Association“ (AWPA) standards latest edition, with a wood preservative to a net retention of
.60 pounds per cubic foot of CCA Type – C formulation.
3. Wood Rafters
a. Rafters shall be constructed of surfaced lumber, smooth and free of all cracks and checks.
b. Plates: Connector plates shall be fabricated from ASTM A 653 SS, 20 gauge Grade 40, or 18
gauge, Grade 80, steel sheets galvanized with G-60 coating.
c. Design and fabricate rafters and connections to withstand designated snow and wind loads and
all dead loads.
d. Fabricate rafters in plant, using mechanical or hydraulic fixtures as required to bring members into
contact. Install plates in accordance with Manufacturer’s instruction.
4. Baseboards
a. 2”x8” #1 or better Southern Yellow Pine (SYP).
12
b. This member shall be pressure treated with a wood preservative to a net retention as specified by
the American Wood Preservers Association (AWPA) for ground contact conditions. Treatment
shall be Osmose MicroPro copper Azol (MCA) with 15 pounds of preservative per cubic foot of
wood. Member shall be Kiln dried to a maximum of 19% moisture content. The preservative shall
penetrate 100% of the sapwood.
i. This treated member shall be attached to columns with a minimum of 3 hot dipped galvanized
nails (ASTM A153).
5. Wall Girts
a. 2”x6” 1650 MSR Spruce Pine Fir (SPF) as required by design at appropriate spacings.
6. Purlins and Truss Ties
a. 2”x4” 1650 MSR or better Spruce Pine Fir (SPF) as required by design dependent upon roof
loading specification.
7. Wind Bracing
a. Provide “T’d” 2”x6”/2”x4” 1650 MSR or better Spruce Pine Fir (SPF) from endwall column to first
rafter back.
b. Provide 2”x4” 1650 MSR diagonal in roofline bracing as required by design.
8. Framing Around Openings
a. Provide 2”x6”/2”x4” 1650 MSR or better Spruce Pine Fir (SPF) around personnel doors and
windows.
b. Provide 2”x6”/2”x4” 1650 MSR or better Spruce Pine Fir (SPF) around overhead door openings.
10. Headers
a. Provide built-up Machine Stress Rated (MSR) or better wood headers per building manufacturer
as required to meet proper loading.
11. Incidental framing
a. Provide 1650 MSR or better 2”x4” Spruce Pine Fir (SPF).
12. Bent Anchor Bolts: ASTM F 1554, Grade 36.
a. Nuts: ASTM A 563 heavy hex carbon steel.
b. Washers: ASTM F 436 hardened carbon steel.
c. Finish: Hot-dip zinc coating, ASTM A 153/A 153M, Class C.
13. Column Anchor.
a. The building manufacturer will provide the bolt and bracket design for anchoring their building to
the columns. The building manufacturer will supply stamped engineering to support their
calculation for bolts and brackets.
N. Materials – Prefinished Materials:
1. Roofing Panel Options
a. Exposed Fastened Steel Panels
i. All roofing panels shall be 29 gauge (.015 minimum thickness) steel with a G-90 galvanized
zinc coating. Panels shall be a minimum structural strength ASTM A446 grade E, 82,000 PSI
tensile strength. All panels shall include a zinc phosphate pre-treatment, and then covered
with a total of 1.5 mil thick paint system. Paint system shall consist of a corrosion-resistant
prime coat and an architectural finish coat of Ceram-A-Star 1050.
ii. All metal roof shall be fastened with minimum of 1” color-matched EPDM washered #9 screw
fasteners placed in the flat of the steel next to all major ribs along every row of girts and
purlins. All fasteners shall be color-matched to wall and roof panels and trim.
2. Sidewall Siding
a. Exposed Fastened Steel Panels
i. All siding panels shall be 29 gauge (.015 minimum thickness) steel with a G-90 galvanized
zinc coating. Panels shall be a minimum structural strength ASTM A446 grade E, 82,000 PSI
tensile strength. All panels shall include a zinc phosphate pre-treatment, and then covered
with a total of 1.5 mil thick paint system. Paint system shall consist of a corrosion-resistant
prime coat and an architectural finish coat of Ceram-A-Star1050.
ii. All metal sidewall panels shall be fastened with minimum of 1” color-matched EPDM
washered #9 screw fasteners placed in the flat of the steel next to all major ribs along every
row of girts and purlins. All fasteners shall be color-matched to wall and roof panels and trim.
13
3. Metal Trim Items
a. Trim: Roofing and siding panels shall be trimmed using painted trim with the same paint product
specifications as the roofing and siding panels. Standard trim to be placed at all corners, ridge
line, rake (intersection of roof and endwall), eave (intersection of roof and sidewall) and base
(bottom of sidewall and endwall steel.) All standard trims, overhang fascias, track covers, slide
door jambs and trims to be available in building panel covers. Overhead door trims and slide door
jamb trims shall be one piece up to 16’. All other trims shall be a minimum of 12’ in length to
eliminate splices.
b. Fasteners: All framing lumber shall be fastened with 10d, 16d and 60d ring shank nails. All
machine bolts used shall be a minimum grade 1, A307. All metal roof and sidewall panels shall
be fastened with minimum of 1” color-matched EPDM washered #9 screw fasteners placed in the
flat of the steel next to all major ribs along every row of girts and purlins. All fasteners shall be
color-matched to wall and roof panels and trim.
4. Gutter and Downspouts
a. If shown and specified on drawings, provide 5” style “K” gutter. Material shall be the same
specification as trim.
b. Silicone sealant shall be used at laps to maintain leak prevention and to relieve stress due to
thermal movement.
c. Provide 3”x4” downspouts with appropriate elbows and connector bands.
d. Gutter shall be attached with screw fasteners and internal brackets of a maximum of 3’ on center.
Exposed nail heads are unacceptable.
O. Materials – Other:
1. Closure Strips
a. Closed cell foam premolded to match configuration of panels.
2. Sealant
a. Silicone sealant shall be used.
EXECUTION
P. Examination:
1. Verify that site conditions meet Manufacturer’s requirements and design requirements for this region.
a. Verify that mechanical and electrical utilities are in correct position.
Q. Erection – Framing – General:
1. Erect framing in accordance with Manufacturer’s established construction procedures.
2. Make all components and building plumb, square, straight and true to lines.
3. Provide adequate temporary bracing to assure structure remains plumb and square.
4. Altering of structural members will not be permitted.
R. Erection Framing:
1. Columns
a. Position column over fastener on top of the concrete wall in accordance with the building
manufactured recommendations.
2. Baseboards
a. Install 2”x8” treated plank, at grade, using Manufacturer recommended fasteners.
3. Wall Girts
a. Install 2”x6” girts at centers called for on plan.
b. Install 2”x6” overhang nailer, if required, at the top.
4. Rafters
a. Set rafters in place in the center member of the column using lifting methods as approved by the
Manufacturer and use hangers as accessories as recommended by the manufacturer.
b. Brace rafters as recommended by Manufacturer.
5. Purlins
a. Install 2”x4” purlins at 24” on center and attach to rafters in accordance with rafter manufacturer
recommendations.
14
6. Truss Ties
a. Install 2”x4” truss ties at location recommended by Manufacturer.
b. Truss ties shall run from endwall to endwall.
7. Incidental Framing
a. Install 2”x4” or 2”x6” blocking as required according to building Manufacturers recommendations.
S. Erection – Prefinished Metals, General:
1. In accordance with Manufacturer’s established construction procedures, install prefinished metal
parts.
2. All components made to be plumb, square, straight and true to lines.
3. Care shall be taken when cutting prefinished materials to ensure cuttings do not remain on finished
surface.
4. Fasteners shall be properly installed. Do not under- or overdrive.
5. Components shall be properly installed to assure freedom from rattles.
T. Erection – Prefinished Metals:
1. Roofing Panels.
a. Panels shall be installed perpendicular to supports aligned straight with end fascias.
b. Panels shall be fastened to purlins with 1” EPDM washered #9 screw fasteners.
2. Siding Panels
a. Panels shall be installed perpendicular to supports aligned level and plumb. Attach to wall girts
and purlins with 1” EPDM washered #9 screw fasteners.
3. Trim Items
a. Trim items shall be installed at the base, at any wainscot transition, corners, top of steel siding,
fascias, gables and ridge using appropriate 1” screw fasteners.
4. Ridges
a. Use screw fasteners to install applicable vent option.
b. Insure that the minimum Manufacturer’s clear throat opening is maintained.
5. Gutters and Downspouts
a. Gutters shall be installed with concealed gutter brackets, with screw fasteners 36” on center.
b. Silicone sealant and silicone rubber gaskets shall be used at laps to maintain leak prevention and
to relieve stress due to thermal movement.
6. Strips
a. Closed cell foam filler strips shall be provided at the top and bottom of the roofing panels.
U. Tolerances/Quality Assurance:
1. Framing Members.
a. Shall follow and adhere to the NFBA document “Accepted Practices for Post-frame Construction
Framing Tolerances.”
2. Siding and Roofing
a. Shall be installed in their “True Position.”
This work will be measured and paid for at the contract price for Lump Sum for PRE-ENGINEERED POST
FRAME BUILDING SYSTEMS. No additional compensation will be provided for additional materials required,
labor, or warranties listed herein.
15
BDE SPECIAL PROVISIONS
For the July 31 and September 18, 2015 Lettings
The following special provisions indicated by an “x” are applicable to this contract and will be included by the Project
Development and Implementation Section of the BD&E. An * indicates a new or revised special provision for the letting.
File Name # Special Provision Title Effective Revised
80240 1 Above Grade Inlet Protection July 1, 2009 Jan. 1, 2012
80099 2 Accessible Pedestrian Signals (APS) April 1, 2003 Jan. 1, 2014
80274 3 Aggregate Subgrade Improvement April 1, 2012 Jan. 1, 2013
80192 4 Automated Flagger Assistance Device Jan. 1, 2008
* 80173 5 Bituminous Materials Cost Adjustments Nov. 2, 2006 July 1, 2015
80241 6 Bridge Demolition Debris July 1, 2009
5026I 7 Building Removal-Case I (Non-Friable and Friable Asbestos) Sept. 1, 1990 April 1, 2010
5048I 8 Building Removal-Case II (Non-Friable Asbestos) Sept. 1, 1990 April 1, 2010
5049I 9 Building Removal-Case III (Friable Asbestos) Sept. 1, 1990 April 1, 2010
5053I 10 Building Removal-Case IV (No Asbestos) Sept. 1, 1990 April 1, 2010
* 80360 11 Coarse Aggregate Quality July 1, 2015
80310 12 Coated Galvanized Steel Conduit Jan. 1, 2013 Jan. 1, 2015
80341 13 Coilable Nonmetallic Conduit Aug. 1, 2014 Jan. 1, 2015
80198 14 Completion Date (via calendar days) April 1, 2008
80199 15 Completion Date (via calendar days) Plus Working Days April 1, 2008
80293 16 Concrete Box Culverts with Skews > 30 Degrees and Design Fills ≤ 5
Feet
April 1, 2012 April 1, 2015
80294 17 Concrete Box Culverts with Skews ≤ 30 Degrees Regardless of
Design Fill and Skews > 30 Degrees with Design Fills > 5 Feet
April 1, 2012 April 1, 2014
80311 18 Concrete End Sections for Pipe Culverts Jan. 1, 2013
80334 19 Concrete Gutter, Curb, Median, and Paved Ditch April 1, 2014 Aug. 1, 2014
80277 20 Concrete Mix Design – Department Provided Jan. 1, 2012 Jan. 1, 2014
80261 21 Construction Air Quality – Diesel Retrofit June 1, 2010 Nov. 1, 2014
80335 22 Contract Claims April 1, 2014
80029 23 Disadvantaged Business Enterprise Participation Sept. 1, 2000 Jan. 2, 2015
80358 24 Equal Employment Opportunity April 1, 2015
80265 25 Friction Aggregate Jan. 1, 2011 Nov. 1, 2014
* 80229 26 Fuel Cost Adjustment April 1, 2009 July 1, 2015
80329 27 Glare Screen Jan. 1, 2014
80304 28 Grooving for Recessed Pavement Markings Nov. 1, 2012 Aug. 1, 2014
80246 29 Hot-Mix Asphalt – Density Testing of Longitudinal Joints Jan. 1, 2010 April 1, 2012
80322 30 Hot-Mix Asphalt – Mixture Design Composition and Volumetric
Requirements
Nov. 1, 2013 Nov. 1, 2014
80323 31 Hot-Mix Asphalt – Mixture Design Verification and Production Nov. 1, 2013 Nov. 1, 2014
* 80347 32 Hot-Mix Asphalt – Pay for Performance Using Percent Within Limits –
Jobsite Sampling
Nov. 1, 2014 July 1, 2015
80348 33 Hot-Mix Asphalt – Prime Coat Nov. 1, 2014
80315 34 Insertion Lining of Culverts Jan. 1, 2013 Nov. 1, 2013
80351 35 Light Tower Jan. 1, 2015
80336 36 Longitudinal Joint and Crack Patching April 1, 2014
80324 37 LRFD Pipe Culvert Burial Tables Nov. 1, 2013 April 1, 2015
80325 38 LRFD Storm Sewer Burial Tables Nov. 1, 2013 April 1, 2015
80045 39 Material Transfer Device June 15, 1999 Aug. 1, 2014
80342 40 Mechanical Side Tie Bar Inserter Aug. 1, 2014 Jan. 1, 2015
80165 41 Moisture Cured Urethane Paint System Nov. 1, 2006 Jan. 1, 2010
80337 42 Paved Shoulder Removal April 1, 2014
80349 43 Pavement Marking Blackout Tape Nov. 1, 2014
File Name # Special Provision Title Effective Revised
80298 44 Pavement Marking Tape Type IV April 1, 2012
80254 45 Pavement Patching Jan. 1, 2010
80352 46 Pavement Striping - Symbols Jan. 1, 2015
80359 47 Portland Cement Concrete Bridge Deck Curing April 1, 2015
80353 48 Portland Cement Concrete Inlay or Overlay Jan. 1, 2015 April 1, 2015
80338 49 Portland Cement Concrete Partial Depth Hot-Mix Asphalt Patching April 1, 2014
80343 50 Precast Concrete Handhole Aug. 1, 2014
80300 51 Preformed Plastic Pavement Marking Type D - Inlaid April 1, 2012
80328 52 Progress Payments Nov. 2, 2013
3426I 53 Railroad Protective Liability Insurance Dec. 1, 1986 Jan. 1, 2006
80157 54 Railroad Protective Liability Insurance (5 and 10) Jan. 1, 2006
80306 55 Reclaimed Asphalt Pavement (RAP) and Reclaimed Asphalt
Shingles (RAS)
Nov. 1, 2012 April 1, 2014
80350 56 Retroreflective Sheeting for Highway Signs Nov. 1, 2014
80327 57 Reinforcement Bars Nov. 1, 2013
80344 58 Rigid Metal Conduit Aug. 1, 2014
80354 59 Sidewalk, Corner, or Crosswalk Closure Jan. 1, 2015 April 1, 2015
80340 60 Speed Display Trailer April 2, 2014
* 80127 61 Steel Cost Adjustment April 2, 2004 July 1, 2015
80317 62 Surface Testing of Hot-Mix Asphalt Overlays Jan. 1, 2013
* 80355 63 Temporary Concrete Barrier Jan. 1, 2015 July 1, 2015
80301 64 Tracking the Use of Pesticides Aug. 1, 2012
80356 65 Traffic Barrier Terminals Type 6 or 6B Jan. 1, 2015
20338 66 Training Special Provisions Oct. 15, 1975
80318 67 Traversable Pipe Grate Jan. 1, 2013 April 1, 2014
80345 68 Underpass Luminaire Aug. 1, 2014 April 1, 2015
* 80357 69 Urban Half Road Closure with Mountable Median Jan. 1, 2015 July 1, 2015
80346 70 Waterway Obstruction Warning Luminaire Aug. 1, 2014 April 1, 2015
80288 71 Warm Mix Asphalt Jan. 1, 2012 Nov. 1, 2014
* 80302 72 Weekly DBE Trucking Reports June 2, 2012 April 2, 2015
80289 73 Wet Reflective Thermoplastic Pavement Marking Jan. 1, 2012
80071 74 Working Days Jan. 1, 2002
The following special provisions are in the 2015 Supplemental Specifications and Recurring Special Provisions:
File Name Special Provision Title New Location Effective Revised
80292 Coarse Aggregate in Bridge Approach
Slabs/Footings
Articles 1004.01(b) and
1004.02(f)
April 1, 2012 April 1, 2013
80303 Granular Materials Articles 1003.04, 1003.04(c),
and 1004.05(c)
Nov. 1, 2012
80330 Pavement Marking for Bike Symbol Article 780.14 Jan. 1, 2014
80331 Payrolls and Payroll Records Recurring CS #1 and #5 Jan. 1, 2014
80332 Portland Cement Concrete – Curing of Abutments
and Piers
Article 1020.13 Jan. 1, 2014
80326 Portland Cement Concrete Equipment Article 1103.03(a)(5) Nov. 1, 2013
80281 Quality Control/Quality Assurance of Concrete
Mixtures
Recurring CS #31 Jan. 1, 2012 Jan. 1, 2014
80283 Removal and Disposal of Regulated Substances Articles 669.01, 669.08,
669.09, 669.14, and 669.16
Jan. 1, 2012 Nov. 2, 2012
80319 Removal and Disposal of Surplus Materials Article 202.03 Nov. 2, 2012
80307 Seeding Article 250.07 Nov. 1, 2012
80339 Stabilized Subbase Article 312.06 April 1, 2014
80333 Traffic Control Setup and Removal
Freeway/Expressway
Articles 701.18(l) and
701.19(a)
Jan. 1, 2014
File Name Special Provision Title New Location Effective Revised
The following special provisions require additional information from the designer. The additional information needs to be
included in a separate document attached to this check sheet. The Project Development and Implementation section will then
include the information in the applicable special provision. The Special Provisions are:
Bridge Demolition Debris Building Removal-Case IV Material Transfer Device
Building Removal-Case I Completion Date Railroad Protective Liability Insurance
Building Removal-Case II
Building Removal-Case III
Completion Date Plus Working Days
DBE Participation
Training Special Provisions
Working Days
BUILDING REMOVAL - CASE IV (NO ASBESTOS) (BDE)
Effective: September 1, 1990
Revised: April 1, 2010
BUILDING REMOVAL: This work shall consist of the removal and disposal of
building(s), together with all foundations, retaining walls, and piers, down to a plane 1 ft
(300 mm) below the ultimate or existing grade in the area and also all incidental and collateral
work necessary to complete the removal of the building(s) in a manner approved by the
Engineer. Any holes, such as basements, shall be filled with a suitable granular material. The
building(s) are identified as follows:
Parcel
Bldg. No. No. Location Description
Discontinuance of Utilities: The Contractor shall arrange for the discontinuance of all utility
services and the removal of the metering devices that serve the building(s) according to the
respective requirements and regulations of the City, County, or utility companies involved. The
Contractor shall disconnect and seal, in an approved manner, all service outlets that serve any
building(s) he/she is to remove.
Signs: Immediately upon execution of the contract and prior to the wrecking of any structures,
the Contractor shall be required to paint or stencil, in contrasting colors of an oil base paint, on
all four sides of each residence and two opposite sides of other structures, the following sign:
PROPERTY ACQUIRED FOR
HIGHWAY CONSTRUCTION
TO BE DEMOLISHED BY THE
VANDALS WILL BE PROSECUTED
The signs shall be positioned in a prominent location on the structure so that they can be easily
seen and read and at a sufficient height to prevent defacing. The Contractor shall not paint
signs nor start demolition of any building(s) prior to the time that the State becomes the owner
of the respective building(s).
Basis of Payment: This work will be paid for at the contract lump sum unit price for BUILDING
REMOVAL, numbers as listed above, which price shall be payment in full for complete removal
of the buildings and structures, including any necessary backfilling material as specified herein.
1
1 N/A 610 Tower Lane, United City Public Works Salt Storage
of Yorkville, Kendall County Shed
The lump sum unit price(s) for this work shall represent the cost of demolition. Any salvage
value shall be reflected in the contract unit price for this item.
Notifications: The "Demolition/Renovation Notice" form, which can be obtained from the IEPA
office, shall be completed and submitted to the address listed below at least ten days prior to
commencement of any demolition activity.
Asbestos Demolition/Renovation Coordinator
Illinois Environmental Protection Agency
Division of Air Pollution Control
P. O. Box 19276
Springfield, Illinois 62794-9276
(217)785-1743
Notices shall be updated if there is a change in the starting date or the amount of asbestos
changes by more than 20 percent.
Submittals:
A. All submittals and notices shall be made to the Engineer except where otherwise
specified herein.
B. Prior to starting work, the Contractor shall submit proof of written notification and
compliance with the “Notifications” paragraph.
5053I
COARSE AGGREGATE QUALITY (BDE)
Effective: July 1, 2015
Revise Article 1004.01(b) of the Standard Specifications to read:
“ (b) Quality. The coarse aggregate shall be according to the quality standards listed in the
following table.
COARSE AGGREGATE QUALITY
QUALITY TEST CLASS
A B C D
Na2SO4 Soundness 5 Cycle,
ITP 104 1/, % Loss max. 15 15 20 25 2/
Los Angeles Abrasion,
ITP 96 11/, % Loss max. 40 3/40 4/40 5/45
Minus No. 200 (75 µm) Sieve
Material,
ITP 11
1.0 6/--- 2.5 7/---
Deleterious Materials 10/
Shale, % max. 1.0 2.0 4.0 8/---
Clay Lumps, % max. 0.25 0.5 0.5
8/---
Coal & Lignite, % max. 0.25 --- --- ---
Soft & Unsound Fragments, %
max.
4.0 6.0 8.0 8/---
Other Deleterious, % max. 4.0 9/2.0 2.0 8/---
Total Deleterious, % max. 5.0 6.0 10.0 8/---
Oil-Stained Aggregate 10/, % max 5.0 --- ---
1/ Does not apply to crushed concrete.
2/ For aggregate surface course and aggregate shoulders, the maximum percent
loss shall be 30.
3/ For portland cement concrete, the maximum percent loss shall be 45.
4/ Does not apply to crushed slag or crushed steel slag.
5/ For hot-mix asphalt (HMA) binder mixtures, except when used as surface course,
the maximum percent loss shall be 45.
6/ For crushed aggregate, if the material finer than the No. 200 (75 µm) sieve
consists of the dust from fracture, essentially free from clay or silt, this
percentage may be increased to 2.5.
7/ Does not apply to aggregates for HMA binder mixtures.
8/ Does not apply to Class A seal and cover coats.
9/ Includes deleterious chert. In gravel and crushed gravel aggregate, deleterious
chert shall be the lightweight fraction separated in a 2.35 heavy media
separation. In crushed stone aggregate, deleterious chert shall be the
lightweight fraction separated in a 2.55 heavy media separation. Tests shall be
run according to ITP 113.
10/ Test shall be run according to ITP 203.
11/ Does not apply to crushed slag.
All varieties of chert contained in gravel coarse aggregate for portland cement concrete,
whether crushed or uncrushed, pure or impure, and irrespective of color, will be classed
as chert and shall not be present in the total aggregate in excess of 25 percent by weight
(mass).
Aggregates used in Class BS concrete (except when poured on subgrade), Class PS
concrete, and Class PC concrete (bridge superstructure products only, excluding the
approach slab) shall contain no more than two percent by weight (mass) of deleterious
materials. Deleterious materials shall include substances whose disintegration is
accompanied by an increase in volume which may cause spalling of the concrete.”
80360
CONSTRUCTION AIR QUALITY – DIESEL RETROFIT (BDE)
Effective: June 1, 2010
Revised: November 1, 2014
The reduction of emissions of particulate matter (PM) for off-road equipment shall be
accomplished by installing retrofit emission control devices. The term “equipment” refers to
diesel fuel powered devices rated at 50 hp and above, to be used on the jobsite in excess of
seven calendar days over the course of the construction period on the jobsite (including rental
equipment).
Contractor and subcontractor diesel powered off-road equipment assigned to the contract shall
be retrofitted using the phased in approach shown below. Equipment that is of a model year
older than the year given for that equipment’s respective horsepower range shall be retrofitted:
Effective Dates Horsepower Range Model Year
June 1, 2010 1/ 600-749 2002
750 and up 2006
June 1, 2011 2/ 100-299 2003
300-599 2001
600-749 2002
750 and up 2006
June 1, 2012 2/ 50-99 2004
100-299 2003
300-599 2001
600-749 2002
750 and up 2006
1/ Effective dates apply to Contractor diesel powered off-road equipment assigned to the
contract.
2/ Effective dates apply to Contractor and subcontractor diesel powered off-road
equipment assigned to the contract.
The retrofit emission control devices shall achieve a minimum PM emission reduction of 50
percent and shall be:
a) Included on the U.S. Environmental Protection Agency (USEPA) Verified Retrofit
Technology List (http://www.epa.gov/cleandiesel/verification/verif-list.htm),
or verified by the California Air Resources Board (CARB)
(http://www.arb.ca.gov/diesel/verdev/vt/cvt.htm); or
b) Retrofitted with a non-verified diesel retrofit emission control device if verified retrofit
emission control devices are not available for equipment proposed to be used on the
project, and if the Contractor has obtained a performance certification from the retrofit
device manufacturer that the emission control device provides a minimum PM emission
reduction of 50 percent.
Note: Large cranes (Crawler mounted cranes) which are responsible for critical lift operations
are exempt from installing retrofit emission control devices if such devices adversely affect
equipment operation.
Diesel powered off-road equipment with engine ratings of 50 hp and above, which are unable to
be retrofitted with verified emission control devices or if performance certifications are not
available which will achieve a minimum 50 percent PM reduction, may be granted a waiver by
the Department if documentation is provided showing good faith efforts were made by the
Contractor to retrofit the equipment.
Construction shall not proceed until the Contractor submits a certified list of the diesel powered
off-road equipment that will be used, and as necessary, retrofitted with emission control devices.
The list(s) shall include (1) the equipment number, type, make, Contractor/rental company
name; and (2) the emission control devices make, model, USEPA or CARB verification number,
or performance certification from the retrofit device manufacturer. Equipment reported as fitted
with emissions control devices shall be made available to the Engineer for visual inspection of
the device installation, prior to being used on the jobsite.
The Contractor shall submit an updated list of retrofitted off-road construction equipment as
retrofitted equipment changes or comes on to the jobsite. The addition or deletion of any diesel
powered equipment shall be included on the updated list.
If any diesel powered off-road equipment is found to be in non-compliance with any portion of
this special provision, the Engineer will issue the Contractor a diesel retrofit deficiency
deduction.
Any costs associated with retrofitting any diesel powered off-road equipment with emission
control devices shall be considered as included in the contract unit prices bid for the various
items of work involved and no additional compensation will be allowed. The Contractor's
compliance with this notice and any associated regulations shall not be grounds for a claim.
Diesel Retrofit Deficiency Deduction
When the Engineer determines that a diesel retrofit deficiency exists, a daily monetary
deduction will be imposed for each calendar day or fraction thereof the deficiency continues to
exist. The calendar day(s) will begin when the time period for correction is exceeded and end
with the Engineer's written acceptance of the correction. The daily monetary deduction will be
$1,000.00 for each deficiency identified.
The deficiency will be based on lack of diesel retrofit emissions control.
If a Contractor accumulates three diesel retrofit deficiency deductions for the same piece of
equipment in a contract period, the Contractor will be shutdown until the deficiency is corrected.
Such a shutdown will not be grounds for any extension of the contract time, waiver of penalties,
or be grounds for any claim.
80261
REINFORCEMENT BARS (BDE)
Effective: November 1, 2013
Revise the first and second paragraphs of Article 508.05 of the Standard Specifications to read:
“ 508.05 Placing and Securing. All reinforcement bars shall be placed and tied securely at
the locations and in the configuration shown on the plans prior to the placement of concrete.
Manual welding of reinforcement may only be permitted or precast concrete products as
indicated in the current Bureau of Materials and Physical Research Policy Memorandum
“Quality Control / Quality Assurance Program for Precast Concrete Products”, and for precast
prestressed concrete products as indicated in the Department’s current “Manual for Fabrication
of Precast Prestressed Concrete Products”. Reinforcement bars shall not be placed by sticking
or floating into place or immediately after placement of the concrete.
Bars shall be tied at all intersections, except where the center to center dimension is less
than 1 ft (300 mm) in each direction, in which case alternate intersections shall be tied. Molded
plastic clips may be used in lieu of wire to secure bar intersections, but shall not be permitted in
horizontal bar mats subject to construction foot traffic or to secure longitudinal bar laps. Plastic
clips shall adequately secure the reinforcement bars, and shall permit the concrete to flow
through and fully encase the reinforcement. Plastic clips may be recycled plastic, and shall
meet the approval of the Engineer. The number of ties as specified shall be doubled for lap
splices at the stage construction line of concrete bridge decks when traffic is allowed on the first
completed stage during the pouring of the second stage.”
Revise the fifth paragraph of Article 508.05 of the Standard Specifications to read:
“ Supports for reinforcement in bridge decks shall be metal. For all other concrete
construction the supports shall be metal or plastic. Metal bar supports shall be made of cold-
drawn wire, or other approved material and shall be either epoxy coated, galvanized or plastic
tipped. When the reinforcement bars are epoxy coated, the metal supports shall be epoxy
coated. Plastic supports may be recycled plastic. Supports shall be provided in sufficient
number and spaced to provide the required clearances. Supports shall adequately support the
reinforcement bars, and shall permit the concrete to flow through and fully encase the
reinforcement. The legs of supports shall be spaced to allow an opening that is a minimum
1.33 times the nominal maximum aggregate size used in the concrete. Nominal maximum
aggregate size is defined as the largest sieve which retains any of the aggregate sample
particles. All supports shall meet the approval of the Engineer.”
Revise the first sentence of the eighth paragraph of Article 508.05 of the Standard
Specifications to read:
“ Epoxy coated reinforcement bars shall be tied with plastic coated wire, epoxy coated wire,
or molded plastic clips where allowed.”
Add the following sentence to the end of the first paragraph of Article 508.06(c) of the Standard
Specifications:
“ In addition, the total slip of the bars within the splice sleeve of the connector after loading
in tension to 30 ksi (207 MPa) and relaxing to 3 ksi (20.7 MPa) shall not exceed 0.01 in.
(254 microns).”
Revise Article 1042.03(d) of the Standard Specifications to read:
“ (d) Reinforcement and Accessories: The concrete cover over all reinforcement shall be
within ±1/4 in. (±6 mm) of the specified cover.
Welded wire fabric shall be accurately bent and tied in place.
Miscellaneous accessories to be cast into the concrete or for forming holes and
recesses shall be carefully located and rigidly held in place by bolts, clamps, or other
effective means. If paper tubes are used for vertical dowel holes, or other vertical holes
which require grouting, they shall be removed before transportation to the construction
site.”
80327
LR107-4
Page 1 of 1
State of Illinois
Department of Transportation
Bureau of Local Roads and Streets
SPECIAL PROVISION
FOR
INSURANCE
Effective: February 1, 2007
Revised: August 1, 2007
All references to Sections or Articles in this specification shall be construed to mean specific
Section or Article of the Standard Specifications for Road and Bridge Construction, adopted by
the Department of Transportation.
The Contractor shall name the following entities as additional insured under the Contractor’s
general liability insurance policy in accordance with Article 107.27:
The entities listed above and their officers, employees, and agents shall be indemnified and
held harmless in accordance with Article 107.26.
Kendall County Prevailing Wage for June 2015
(See explanation of column headings at bottom of wages)
Trade Name RG TYP C Base FRMAN M-F>8 OSA OSH H/W Pensn Vac Trng
==================== == === = ====== ====== ===== === === ===== ===== ===== =====
ASBESTOS ABT-GEN ALL 38.200 38.700 1.5 1.5 2.0 13.42 10.48 0.000 0.500
ASBESTOS ABT-MEC BLD 35.100 37.600 1.5 1.5 2.0 11.17 10.76 0.000 0.720
BOILERMAKER BLD 45.650 49.760 2.0 2.0 2.0 6.970 17.81 0.000 0.400
BRICK MASON BLD 42.580 46.840 1.5 1.5 2.0 9.850 13.60 0.000 1.030
CARPENTER ALL 42.520 44.520 1.5 1.5 2.0 13.29 12.76 0.000 0.630
CEMENT MASON ALL 42.900 44.900 2.0 1.5 2.0 9.900 16.32 0.000 0.500
CERAMIC TILE FNSHER BLD 35.810 0.000 1.5 1.5 2.0 10.55 8.440 0.000 0.710
COMMUNICATION TECH BLD 38.620 40.720 1.5 1.5 2.0 10.19 10.81 0.000 1.350
ELECTRIC PWR EQMT OP ALL 37.890 51.480 1.5 1.5 2.0 5.000 11.75 0.000 0.380
ELECTRIC PWR EQMT OP HWY 39.220 53.290 1.5 1.5 2.0 5.000 12.17 0.000 0.390
ELECTRIC PWR GRNDMAN ALL 29.300 51.480 1.5 1.5 2.0 5.000 9.090 0.000 0.290
ELECTRIC PWR GRNDMAN HWY 30.330 53.290 1.5 1.5 2.0 5.000 9.400 0.000 0.300
ELECTRIC PWR LINEMAN ALL 45.360 51.480 1.5 1.5 2.0 5.000 14.06 0.000 0.450
ELECTRIC PWR LINEMAN HWY 46.950 53.290 1.5 1.5 2.0 5.000 14.56 0.000 0.470
ELECTRIC PWR TRK DRV ALL 30.340 51.480 1.5 1.5 2.0 5.000 9.400 0.000 0.300
ELECTRIC PWR TRK DRV HWY 31.400 53.290 1.5 1.5 2.0 5.000 9.730 0.000 0.310
ELECTRICIAN BLD 45.950 50.550 1.5 1.5 2.0 10.57 12.87 0.000 1.610
ELEVATOR CONSTRUCTOR BLD 50.800 57.150 2.0 2.0 2.0 13.57 14.21 4.060 0.600
FENCE ERECTOR ALL 45.060 48.660 2.0 2.0 2.0 10.52 18.81 0.000 0.400
GLAZIER BLD 40.000 41.500 1.5 2.0 2.0 12.49 15.99 0.000 0.940
HT/FROST INSULATOR BLD 48.450 50.950 1.5 1.5 2.0 11.47 12.16 0.000 0.720
IRON WORKER ALL 45.060 48.660 2.0 2.0 2.0 10.52 18.81 0.000 0.400
LABORER ALL 38.000 38.750 1.5 1.5 2.0 13.42 10.48 0.000 0.500
LATHER ALL 42.520 44.520 1.5 1.5 2.0 13.29 12.76 0.000 0.630
MACHINIST BLD 44.350 46.850 1.5 1.5 2.0 6.760 8.950 1.850 0.000
MARBLE FINISHERS ALL 31.400 32.970 1.5 1.5 2.0 9.850 13.10 0.000 0.600
MARBLE MASON BLD 41.780 45.960 1.5 1.5 2.0 9.850 13.42 0.000 0.760
MATERIAL TESTER I ALL 28.000 0.000 1.5 1.5 2.0 13.42 10.48 0.000 0.500
MATERIALS TESTER II ALL 33.000 0.000 1.5 1.5 2.0 13.42 10.48 0.000 0.500
MILLWRIGHT ALL 42.520 44.520 1.5 1.5 2.0 13.29 12.76 0.000 0.630
OPERATING ENGINEER BLD 1 47.100 51.100 2.0 2.0 2.0 17.10 11.80 1.900 1.250
OPERATING ENGINEER BLD 2 45.800 51.100 2.0 2.0 2.0 17.10 11.80 1.900 1.250
OPERATING ENGINEER BLD 3 43.250 51.100 2.0 2.0 2.0 17.10 11.80 1.900 1.250
OPERATING ENGINEER BLD 4 41.500 51.100 2.0 2.0 2.0 17.10 11.80 1.900 1.250
OPERATING ENGINEER BLD 5 50.850 51.100 2.0 2.0 2.0 17.10 11.80 1.900 1.250
OPERATING ENGINEER BLD 6 48.100 51.100 2.0 2.0 2.0 17.10 11.80 1.900 1.250
OPERATING ENGINEER BLD 7 50.100 51.100 2.0 2.0 2.0 17.10 11.80 1.900 1.250
OPERATING ENGINEER FLT 35.000 35.000 1.5 1.5 2.0 16.60 11.05 1.900 1.250
OPERATING ENGINEER HWY 1 45.300 49.300 1.5 1.5 2.0 17.10 11.80 1.900 1.250
OPERATING ENGINEER HWY 2 44.750 49.300 1.5 1.5 2.0 17.10 11.80 1.900 1.250
OPERATING ENGINEER HWY 3 42.700 49.300 1.5 1.5 2.0 17.10 11.80 1.900 1.250
OPERATING ENGINEER HWY 4 41.300 49.300 1.5 1.5 2.0 17.10 11.80 1.900 1.250
OPERATING ENGINEER HWY 5 40.100 49.300 1.5 1.5 2.0 17.10 11.80 1.900 1.250
OPERATING ENGINEER HWY 6 48.300 49.300 1.5 1.5 2.0 17.10 11.80 1.900 1.250
OPERATING ENGINEER HWY 7 46.300 49.300 1.5 1.5 2.0 17.10 11.80 1.900 1.250
ORNAMNTL IRON WORKER ALL 45.060 48.660 2.0 2.0 2.0 10.52 18.81 0.000 0.400
PAINTER ALL 41.730 43.730 1.5 1.5 1.5 10.30 8.200 0.000 1.350
PAINTER SIGNS BLD 33.920 38.090 1.5 1.5 1.5 2.600 2.710 0.000 0.000
PILEDRIVER ALL 42.520 44.520 1.5 1.5 2.0 13.29 12.76 0.000 0.630
PIPEFITTER BLD 46.000 49.000 1.5 1.5 2.0 9.000 15.85 0.000 1.780
PLASTERER BLD 42.250 44.790 1.5 1.5 2.0 11.40 12.19 0.000 0.650
PLUMBER BLD 46.650 48.650 1.5 1.5 2.0 13.18 11.46 0.000 0.880
ROOFER BLD 40.100 43.100 1.5 1.5 2.0 8.280 10.54 0.000 0.530
SHEETMETAL WORKER BLD 44.000 46.000 1.5 1.5 2.0 10.65 13.06 0.000 0.820
SPRINKLER FITTER BLD 49.200 51.200 1.5 1.5 2.0 11.75 9.650 0.000 0.550
STEEL ERECTOR ALL 45.060 48.660 2.0 2.0 2.0 10.52 18.81 0.000 0.400
STONE MASON BLD 42.580 46.840 1.5 1.5 2.0 9.850 13.60 0.000 1.030
SURVEY WORKER -> NOT IN EFFECT ALL 37.000 37.750 1.5 1.5 2.0 12.97 9.930 0.000 0.500
TERRAZZO FINISHER BLD 37.040 0.000 1.5 1.5 2.0 10.55 10.32 0.000 0.620
TERRAZZO MASON BLD 40.880 43.880 1.5 1.5 2.0 10.55 11.63 0.000 0.820
TILE MASON BLD 42.840 46.840 1.5 1.5 2.0 10.55 10.42 0.000 0.920
TRUCK DRIVER ALL 1 35.650 36.200 1.5 1.5 2.0 7.250 6.319 0.000 0.250
TRUCK DRIVER ALL 2 35.800 36.200 1.5 1.5 2.0 7.250 6.319 0.000 0.250
TRUCK DRIVER ALL 3 36.000 36.200 1.5 1.5 2.0 7.250 6.319 0.000 0.250
TRUCK DRIVER ALL 4 36.200 36.200 1.5 1.5 2.0 7.250 6.319 0.000 0.250
TUCKPOINTER BLD 42.800 43.800 1.5 1.5 2.0 8.180 12.66 0.000 0.650
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Legend:
Explanations
KENDALL COUNTY
The following list is considered as those days for which holiday rates
of wages for work performed apply: New Years Day, Memorial Day,
Fourth of July, Labor Day, Thanksgiving Day, Christmas Day and
Veterans Day in some classifications/counties. Generally, any of
these holidays which fall on a Sunday is celebrated on the following
Monday. This then makes work performed on that Monday payable at the
appropriate overtime rate for holiday pay. Common practice in a given
local may alter certain days of celebration. If in doubt, please
check with IDOL.
EXPLANATION OF CLASSES
ASBESTOS - GENERAL - removal of asbestos material/mold and hazardous
materials from any place in a building, including mechanical systems
where those mechanical systems are to be removed. This includes the
removal of asbestos materials/mold and hazardous materials from
ductwork or pipes in a building when the building is to be demolished
at the time or at some close future date.
ASBESTOS - MECHANICAL - removal of asbestos material from mechanical
systems, such as pipes, ducts, and boilers, where the mechanical
systems are to remain.
CERAMIC TILE FINISHER
The grouting, cleaning, and polishing of all classes of tile, whether
for interior or exterior purposes, all burned, glazed or unglazed
products; all composition materials, granite tiles, warning detectable
tiles, cement tiles, epoxy composite materials, pavers, glass,
mosaics, fiberglass, and all substitute materials, for tile made in
tile-like units; all mixtures in tile like form of cement, metals, and
other materials that are for and intended for use as a finished floor
surface, stair treads, promenade roofs, walks, walls, ceilings,
swimming pools, and all other places where tile is to form a finished
interior or exterior. The mixing of all setting mortars including but
not limited to thin-set mortars, epoxies, wall mud, and any other
sand and cement mixtures or adhesives when used in the preparation,
installation, repair, or maintenance of tile and/or similar materials.
The handling and unloading of all sand, cement, lime, tile,
fixtures, equipment, adhesives, or any other materials to be used in
the preparation, installation, repair, or maintenance of tile and/or
similar materials. Ceramic Tile Finishers shall fill all joints and
voids regardless of method on all tile work, particularly and
especially after installation of said tile work. Application of any
and all protective coverings to all types of tile installations
including, but not be limited to, all soap compounds, paper products,
tapes, and all polyethylene coverings, plywood, masonite, cardboard,
and any new type of products that may be used to protect tile
installations, Blastrac equipment, and all floor scarifying equipment
used in preparing floors to receive tile. The clean up and removal of
all waste and materials. All demolition of existing tile floors and
walls to be re-tiled.
COMMUNICATIONS TECHNICIAN
Construction, installation, maintenance and removal of
telecommunication facilities (voice, sound, data and video),
RG (Region)
TYP (Trade Type - All,Highway,Building,Floating,Oil & Chip,Rivers)
C (Class)
Base (Base Wage Rate)
FRMAN (Foreman Rate)
M-F>8 (OT required for any hour greater than 8 worked each day, Mon through Fri.
OSA (Overtime (OT) is required for every hour worked on Saturday)
OSH (Overtime is required for every hour worked on Sunday and Holidays)
H/W (Health & Welfare Insurance)
Pensn (Pension)
Vac (Vacation)
Trng (Training)
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telephone, security, and data inside wire, interconnect, terminal
equipment, central offices, PABX and equipment, micro waves, V-SAT,
bypass, CATV, WAN (wide area network), LAN (local area networks), and
ISDN (integrated system digital network), pulling of wire in
raceways, but not the installation of raceways.
MARBLE FINISHER
Loading and unloading trucks, distribution of all materials (all
stone, sand, etc.), stocking of floors with material, performing all
rigging for heavy work, the handling of all material that may be
needed for the installation of such materials, building of
scaffolding, polishing if needed, patching, waxing of material if
damaged, pointing up, caulking, grouting and cleaning of marble,
holding water on diamond or Carborundum blade or saw for setters
cutting, use of tub saw or any other saw needed for preparation of
material, drilling of holes for wires that anchor material set by
setters, mixing up of molding plaster for installation of material,
mixing up thin set for the installation of material, mixing up of sand
to cement for the installation of material and such other work as may
be required in helping a Marble Setter in the handling of all
material in the erection or installation of interior marble, slate,
travertine, art marble, serpentine, alberene stone, blue stone,
granite and other stones (meaning as to stone any foreign or domestic
materials as are specified and used in building interiors and
exteriors and customarily known as stone in the trade), carrara,
sanionyx, vitrolite and similar opaque glass and the laying of all
marble tile, terrazzo tile, slate tile and precast tile, steps, risers
treads, base, or any other materials that may be used as substitutes
for any of the aforementioned materials and which are used on interior
and exterior which are installed in a similar manner.
MATERIAL TESTER I: Hand coring and drilling for testing of materials;
field inspection of uncured concrete and asphalt.
MATERIAL TESTER II: Field inspection of welds, structural steel,
fireproofing, masonry, soil, facade, reinforcing steel, formwork,
cured concrete, and concrete and asphalt batch plants; adjusting
proportions of bituminous mixtures.
OPERATING ENGINEER - BUILDING
Class 1. Asphalt Plant; Asphalt Spreader; Autograde; Backhoes with
Caisson Attachment; Batch Plant; Benoto (requires Two Engineers);
Boiler and Throttle Valve; Caisson Rigs; Central Redi-Mix Plant;
Combination Back Hoe Front End-loader Machine; Compressor and Throttle
Valve; Concrete Breaker (Truck Mounted); Concrete Conveyor; Concrete
Conveyor (Truck Mounted); Concrete Paver Over 27E cu. ft; Concrete
Paver 27E cu. ft. and Under: Concrete Placer; Concrete Placing Boom;
Concrete Pump (Truck Mounted); Concrete Tower; Cranes, All; Cranes,
Hammerhead; Cranes, (GCI and similar Type); Creter Crane; Spider
Crane; Crusher, Stone, etc.; Derricks, All; Derricks, Traveling;
Formless Curb and Gutter Machine; Grader, Elevating; Grouting
Machines; Heavy Duty Self-Propelled Transporter or Prime Mover;
Highlift Shovels or Front Endloader 2-1/4 yd. and over; Hoists,
Elevators, outside type rack and pinion and similar machines; Hoists,
One, Two and Three Drum; Hoists, Two Tugger One Floor; Hydraulic
Backhoes; Hydraulic Boom Trucks; Hydro Vac (and similar equipment);
Locomotives, All; Motor Patrol; Lubrication Technician; Manipulators;
Pile Drivers and Skid Rig; Post Hole Digger; Pre-Stress Machine; Pump
Cretes Dual Ram; Pump Cretes: Squeeze Cretes-Screw Type Pumps; Gypsum
Bulker and Pump; Raised and Blind Hole Drill; Roto Mill Grinder;
Scoops - Tractor Drawn; Slip-Form Paver; Straddle Buggies; Operation
of Tie Back Machine; Tournapull; Tractor with Boom and Side Boom;
Trenching Machines.
Class 2. Boilers; Broom, All Power Propelled; Bulldozers; Concrete
Mixer (Two Bag and Over); Conveyor, Portable; Forklift Trucks;
Highlift Shovels or Front Endloaders under 2-1/4 yd.; Hoists,
Automatic; Hoists, Inside Elevators; Hoists, Sewer Dragging Machine;
Hoists, Tugger Single Drum; Laser Screed; Rock Drill (Self-Propelled);
Rock Drill (Truck Mounted); Rollers, All; Steam Generators; Tractors,
All; Tractor Drawn Vibratory Roller; Winch Trucks with "A" Frame.
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Class 3. Air Compressor; Combination Small Equipment Operator;
Generators; Heaters, Mechanical; Hoists, Inside Elevators (remodeling
or renovation work); Hydraulic Power Units (Pile Driving, Extracting,
and Drilling); Pumps, over 3" (1 to 3 not to exceed a total of 300
ft.); Low Boys; Pumps, Well Points; Welding Machines (2 through 5);
Winches, 4 Small Electric Drill Winches.
Class 4. Bobcats and/or other Skid Steer Loaders; Oilers; and Brick
Forklift.
Class 5. Assistant Craft Foreman.
Class 6. Gradall.
Class 7. Mechanics; Welder.
OPERATING ENGINEERS - HIGHWAY CONSTRUCTION
Class 1. Asphalt Plant; Asphalt Heater and Planer Combination; Asphalt
Heater Scarfire; Asphalt Spreader; Autograder/GOMACO or other similar
type machines: ABG Paver; Backhoes with Caisson Attachment; Ballast
Regulator; Belt Loader; Caisson Rigs; Car Dumper; Central Redi-Mix
Plant; Combination Backhoe Front Endloader Machine, (1 cu. yd. Backhoe
Bucket or over or with attachments); Concrete Breaker (Truck
Mounted); Concrete Conveyor; Concrete Paver over 27E cu. ft.; Concrete
Placer; Concrete Tube Float; Cranes, all attachments; Cranes, Tower
Cranes of all types: Creter Crane: Spider Crane; Crusher, Stone, etc.;
Derricks, All; Derrick Boats; Derricks, Traveling; Dredges;
Elevators, Outside type Rack & Pinion and Similar Machines; Formless
Curb and Gutter Machine; Grader, Elevating; Grader, Motor Grader,
Motor Patrol, Auto Patrol, Form Grader, Pull Grader, Subgrader; Guard
Rail Post Driver Truck Mounted; Hoists, One, Two and Three Drum; Heavy
Duty Self-Propelled Transporter or Prime Mover; Hydraulic Backhoes;
Backhoes with shear attachments up to 40' of boom reach; Lubrication
Technician; Manipulators; Mucking Machine; Pile Drivers and Skid Rig;
Pre-Stress Machine; Pump Cretes Dual Ram; Rock Drill - Crawler or Skid
Rig; Rock Drill - Truck Mounted; Rock/Track Tamper; Roto Mill
Grinder; Slip-Form Paver; Snow Melters; Soil Test Drill Rig (Truck
Mounted); Straddle Buggies; Hydraulic Telescoping Form (Tunnel);
Operation of Tieback Machine; Tractor Drawn Belt Loader; Tractor
Drawn Belt Loader (with attached pusher - two engineers); Tractor with
Boom; Tractaire with Attachments; Traffic Barrier Transfer Machine;
Trenching; Truck Mounted Concrete Pump with Boom; Raised or Blind Hole
Drills (Tunnel Shaft); Underground Boring and/or Mining Machines 5
ft. in diameter and over tunnel, etc; Underground Boring and/or Mining
Machines under 5 ft. in diameter; Wheel Excavator; Widener (APSCO).
Class 2. Batch Plant; Bituminous Mixer; Boiler and Throttle Valve;
Bulldozers; Car Loader Trailing Conveyors; Combination Backhoe Front
Endloader Machine (Less than 1 cu. yd. Backhoe Bucket or over or with
attachments); Compressor and Throttle Valve; Compressor, Common
Receiver (3); Concrete Breaker or Hydro Hammer; Concrete Grinding
Machine; Concrete Mixer or Paver 7S Series to and including 27 cu.
ft.; Concrete Spreader; Concrete Curing Machine, Burlap Machine,
Belting Machine and Sealing Machine; Concrete Wheel Saw; Conveyor Muck
Cars (Haglund or Similar Type); Drills, All; Finishing Machine -
Concrete; Highlift Shovels or Front Endloader; Hoist - Sewer Dragging
Machine; Hydraulic Boom Trucks (All Attachments); Hydro-Blaster; Hydro
Excavating (excluding hose work); Laser Screed; All Locomotives,
Dinky; Off-Road Hauling Units (including articulating) Non
Self-Loading Ejection Dump; Pump Cretes: Squeeze Cretes - Screw Type
Pumps, Gypsum Bulker and Pump; Roller, Asphalt; Rotary Snow Plows;
Rototiller, Seaman, etc., self-propelled; Self-Propelled Compactor;
Spreader - Chip - Stone, etc.; Scraper - Single/Twin Engine/Push and
Pull; Scraper - Prime Mover in Tandem (Regardless of Size); Tractors
pulling attachments, Sheeps Foot, Disc, Compactor, etc.; Tug Boats.
Class 3. Boilers; Brooms, All Power Propelled; Cement Supply Tender;
Compressor, Common Receiver (2); Concrete Mixer (Two Bag and Over);
Conveyor, Portable; Farm-Type Tractors Used for Mowing, Seeding, etc.;
Forklift Trucks; Grouting Machine; Hoists, Automatic; Hoists, All
Elevators; Hoists, Tugger Single Drum; Jeep Diggers; Low Boys; Pipe
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Jacking Machines; Post-Hole Digger; Power Saw, Concrete Power Driven;
Pug Mills; Rollers, other than Asphalt; Seed and Straw Blower; Steam
Generators; Stump Machine; Winch Trucks with "A" Frame; Work Boats;
Tamper-Form-Motor Driven.
Class 4. Air Compressor; Combination - Small Equipment Operator;
Directional Boring Machine; Generators; Heaters, Mechanical; Hydraulic
Power Unit (Pile Driving, Extracting, or Drilling); Light Plants, All
(1 through 5); Pumps, over 3" (1 to 3 not to exceed a total of 300
ft.); Pumps, Well Points; Vacuum Trucks (excluding hose work); Welding
Machines (2 through 5); Winches, 4 Small Electric Drill Winches.
Class 5. SkidSteer Loader (all); Brick Forklifts; Oilers.
Class 6. Field Mechanics and Field Welders
Class 7. Dowell Machine with Air Compressor; Gradall and machines of
like nature.
OPERATING ENGINEERS - FLOATING
Diver. Diver Wet Tender, Diver Tender, ROV Pilot, ROV Tender
SURVEY WORKER - Operated survey equipment including data collectors,
G.P.S. and robotic instruments, as well as conventional levels and
transits.
TRUCK DRIVER - BUILDING, HEAVY AND HIGHWAY CONSTRUCTION
Class 1. Two or three Axle Trucks. A-frame Truck when used for
transportation purposes; Air Compressors and Welding Machines,
including those pulled by cars, pick-up trucks and tractors;
Ambulances Batch Gate Lockers; Batch Hopperman; Car and Truck Washers;
Carry-alls; Fork Lifts and Hoisters; Helpers; Mechanics Helpers and
Greasers; Oil Distributors 2-man operation; Pavement Breakers; Pole
Trailer, up to 40 feet; Power Mower Tractors; Self-propelled Chip
Spreader; Skipman; Slurry Trucks, 2-man operation; Slurry Truck
Conveyor Operation, 2 or 3 man; Teamsters; Unskilled Dumpman; and
Truck Drivers hauling warning lights, barricades, and portable
toilets on the job site.
Class 2. Four axle trucks; Dump Crets and Adgetors under 7 yards;
Dumpsters, Track Trucks, Euclids, Hug Bottom Dump Turnapulls or
Turnatrailers when pulling other than self-loading equipment or
similar equipment under 16 cubic yards; Mixer Trucks under 7 yeards;
Ready-mix Plant Hopper Operator, and Winch Trucks, 2 Axles.
Class 3. Five axle trucks; Dump Crets and Adgetors 7 yards and over;
Dumpsters, Track Trucks, Euclids, Hug Bottom Dump Turnatrailers or
turnapulls when pulling other than self-loading equipment or similar
equipment over 16 cubic yards; Explosives and/or Fission Material
Trucks; Mixer Trucks 7 yards or over; Mobile Cranes while in transit;
Oil Distributors, 1-man operation; Pole Trailer, over 40 feet; Pole
and Expandable Trailers hauling material over 50 feet long; Slurry
trucks, 1-man operation; Winch trucks, 3 axles or more;
Mechanic--Truck Welder and Truck Painter.
Class 4. Six axle trucks; Dual-purpose vehicles, such as mounted
crane trucks with hoist and accessories; Foreman; Master Mechanic;
Self-loading equipment like P.B. and trucks with scoops on the front.
TERRAZZO FINISHER
The handling of sand, cement, marble chips, and all other materials
that may be used by the Mosaic Terrazzo Mechanic, and the mixing,
grinding, grouting, cleaning and sealing of all Marble, Mosaic, and
Terrazzo work, floors, base, stairs, and wainscoting by hand or
machine, and in addition, assisting and aiding Marble, Masonic, and
Terrazzo Mechanics.
Other Classifications of Work:
Page 5 of 6Kendall County Prevailing Wage for June 2015
6/4/2015http://www.illinois.gov/idol/Laws-Rules/CONMED/rates/2015/june/KENDALL9.htm
For definitions of classifications not otherwise set out, the
Department generally has on file such definitions which are available.
If a task to be performed is not subject to one of the
classifications of pay set out, the Department will upon being
contacted state which neighboring county has such a classification and
provide such rate, such rate being deemed to exist by reference in
this document. If no neighboring county rate applies to the task,
the Department shall undertake a special determination, such special
determination being then deemed to have existed under this
determination. If a project requires these, or any classification not
listed, please contact IDOL at 217-782-1710 for wage rates or
clarifications.
LANDSCAPING
Landscaping work falls under the existing classifications for laborer,
operating engineer and truck driver. The work performed by landscape
plantsman and landscape laborer is covered by the existing
classification of laborer. The work performed by landscape operators
(regardless of equipment used or its size) is covered by the
classifications of operating engineer. The work performed by
landscape truck drivers (regardless of size of truck driven) is
covered by the classifications of truck driver.
MATERIAL TESTER & MATERIAL TESTER/INSPECTOR I AND II
Notwithstanding the difference in the classification title, the
classification entitled "Material Tester I" involves the same job
duties as the classification entitled "Material Tester/Inspector I".
Likewise, the classification entitled "Material Tester II" involves
the same job duties as the classification entitled "Material
Tester/Inspector II".
Page 6 of 6Kendall County Prevailing Wage for June 2015
6/4/2015http://www.illinois.gov/idol/Laws-Rules/CONMED/rates/2015/june/KENDALL9.htm
Yorkville.IL
5
PREPARED BY:
HUTTER TRANKINA ENGINEERING
32 W 273 Army Trail Road,Suite 100,Wayne,IL 60184
Phone:630-513-6711 Fax:630-513-2925
htedesign.com
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2-10 Rectangular Tanks
00Buildings-WiseConstiuctionServices,InaJoeWlsniewski1107-eS.BridgeStreetYortcv1Il8.IL60560WtckBuDdtngsxom10:51AMDONOTSCALEYorkv1lleSalt3030'-0"xB0f-«"x16I-1"ICHEricDhuseYoricvilla.IL60560
FIGURE
PROJECT NUMBER
T115274
1
DATE
6/11/2015
SITE LOCATION YORKVILLE PUBLIC WORKS STORAGE FACILITY
TOWER LANE
YORKVILLE, ILLINOIS 60560
CLIENT 1240 IROQUOIS AVE, SUITE 206
NAPERVILLE, ILLINOIS 60563
APPROXIMATE SITE LOCATION
1993 YORKVILLE, ILLINOIS — TOPOGRAPHIC MAP ADAPTED FROM MYTOPO
NOT TO SCALE
ENGINEERING ENTERPRISES, INC.
52 WHEELER ROAD
SUGAR GROVE, ILLINOIS 60554
FIGURE
PROJECT NUMBER
T115274
2
DATE
6/11/2015
SITE LOCATION YORKVILLE PUBLIC WORKS STORAGE FACILITY
TOWER LANE
YORKVILLE, ILLINOIS 60560
CLIENT ENGINEERING ENTERPRISES, INC.
52 WHEELER ROAD
SUGAR GROVE, ILLINOIS 60554
1240 IROQUOIS AVE, SUITE 206
NAPERVILLE, ILLINOIS 60563
NOT TO SCALE
2015— AERIAL PHOTOGRAPH ADAPTED FROM MICROSOFT BING
APPROXIMATE LOCATION OF SOIL SAMPLE BORING
APPROXIMATE AREA OF SOILS WITH ELEVATED PID
SCREENING READINGS OR EXCEEDING THE MOST
STRINGENT TIER I SROS, METROPOLITAN BACK-
GROUND CONCENTRATIONS LISTED IN 35 IAC 742
OR SOIL PH OUTSIDE THE RANGE SPECIFIED IN 35
IAC 1100.201(G)
YPW-1
YPW-2
CLIENT: SAMPLE DATE: SITE: LABORATORY:Prairie Analytical Systems, Inc.PROJECT NUMBER: MATRIX:Soil Analytical Method: EPA Method 8270Sample ID YPW-1 YPW-2Sample Date 6/3/2015 6/3/2015Depth 5' 5'Value Objective Soil Type Silty Sand Silty SandAcenaphthene570 MAC< 0.328 < 0.358Anthracene12000 MAC< 0.328 < 0.358Benzo(a)anthracene1.8 MAC< 0.328 < 0.358Benzo(b)fluoranthene2.1 MAC< 0.328 < 0.358Benzo(k)fluoranthene9.0 MAC< 0.328 < 0.358Benzo(a)pyrene2.1 MAC< 0.0602 < 0.0657Chrysene88 MAC< 0.328 < 0.358Dibenz(a,h)anthracene0.42 MAC< 0.0602 < 0.0657Fluoranthene3100 MAC< 0.328 < 0.358Fluorene560 MAC< 0.328 < 0.358Indeno(1,2,3-cd)pyrene1.6 MAC< 0.328 < 0.358Naphthalene1.8 MAC< 0.328 < 0.358Pyrene2300 MAC< 0.328 < 0.358Notes:< = Analyte not detected (i.e. less than RL or MDL)All data reported in milligrams per kilogram (mg/kg) unless otherwise noted.NA = This constituent was not analyzed.NE = No remediation objective established by the IEPA for this constituent.Bold identifies an exceedence of the referenced objective.TABLE 1Summary of Soil Analytical Results - Soil Characterization SamplingPolynuclear Aromatic Hydrocarbons (PNAs)Engineering Enterprises, Inc.June 3, 2015Constituents that are not identifed in 35 IAC 1100 Subpart F (MAC Table) are compared to the Metropolitan Statistical Area Background Concentration found in 35 IAC 742 Appendix A, Table HT115274Contaminant of ConcernMaximum Allowable Concentration (MAC) within a Metropolitan Statistical Area (MSA)Yorkville Public Works Storage Facility, Tower Lane, Yorkville, Illinois 60560
CLIENT: SAMPLE DATE: SITE: LABORATORY:PROJECT NUMBER: MATRIX: Analytical Method: EPA Method 6020Sample ID YPW-1 YPW-2Sample Date 6/3/2015 6/3/2015pH 7.8 7.76.25 ≤ pH ≤ 9.0Yes YesDepth 5' 5'Value Objective Soil Type Silty Sand Silty SandArsenic13 MAC4.30 3.42Barium1,500 MAC21.0 16.8Cadmium5.2 MAC< 0.275 < 0.294Chloride4000 MAC472 126Chromium21 MAC5.11 6.48Lead107 MAC4.95 3.09Mercury0.89 MAC< 0.0879 < 0.0942Selenium1.3 MAC< 0.549 < 0.589Silver4.4 MAC< 0.549 < 0.589Notes:Constituents that are not identified in 35 IAC 1100 Subpart F (MAC Table) are compared to the Metropolitan Statistical Area Background Concentration found in 35 IAC 742 Appendix A, Table H< = Analyte not detected (i.e. less than RL or MDL)All data reported in milligrams per kilogram (mg/kg) unless otherwise noted.NA = This constituent was not analyzed.NE = No remediation objective established by the IEPA for this constituent.Bold identifies an exceedence of the referenced objective.Contaminant of ConcernMaximum Allowable Concentration (MAC) within a Metropolitan Statistical Area (MSA)Engineering Enterprises, Inc.SoilT115274TABLE 2Summary of Soil Analytical Results - Soil Characterization SamplingResource Conservation Recovery Act (RCRA) Metals and ChlorideJune 3, 2015Yorkville Public Works Storage Facility, Tower Lane, Yorkville, Illinois 60560Prairie Analytical Systems, Inc.
STATE OF ILLINOIS
ENVIRONMENTAL LABORATORY ACCREDITATION
is hereby granted to
PRAIRIE ANALYTICAL SYSTEMS, INCORPORATED
1210 CAPITAL AIRPORT DRIVE
SPRINGFIELD, IL 62707-8413
Certificate No.:003584
John South
Accreditation Officer
Environmental Laboratory Accreditation Program
Expiration Date:01/31/2016
Issued On:03/12/2015
ENVIRONMENTAL PROTECTION AGENCY
NELAP - RECOGNIZED
ACCREDITATION NUMBER #100323
Celeste M. Crowley
Acting Manager
NELAP ACCREDITEDNELAP ACCREDITEDNELAP ACCREDITEDNELAP ACCREDITED
Environmental Laboratory Accreditation Program
According to the Illinois Administrative Code, Title 35, Subtitle A, Chapter II, Part 186, ACCREDITATION OF
LABORATORIES FOR DRINKING WATER, WASTEWATER AND HAZARDOUS WASTES ANALYSIS, the State of
Illinois formally recognizes that this laboratory is technically competent to perform the environmental analyses listed
on the scope of accreditation detailed below.
The laboratory agrees to perform all analyses listed on this scope of accreditation according to the Part 186
requirements and acknowledges that continued accreditation is dependent on successful ongoing compliance with
the applicable requirements of Part 186. Please contact the Illinois EPA Environmental Laboratory Accreditation
Program (IL ELAP) to verify the laboratory's scope of accreditation and accreditation status. Accreditation by the
State of Illinois is not an endorsement or a guarantee of validity of the data generated by the laboratory.
Page 1 of 13
State of Illinois
Environmental Protection Agency
Awards the Certificate of Approval to:
Prairie Analytical Systems, Incorporated
1210 Capital Airport Drive
Springfield, IL 62707-8413
According to the Illinois Administrative Code, Title 35, Subtitle A, Chapter II, Part 186, ACCREDITATION OF LABORATORIES FOR DRINKING
WATER, WASTEWATER AND HAZARDOUS WASTES ANALYSIS, the State of Illinois formally recognizes that this laboratory is technically
competent to perform the environmental analyses listed on the scope of accreditation detailed below.
The laboratory agrees to perform all analyses listed on this scope of accreditation according to the Part 186 requirements and acknowledges that
continued accreditation is dependent on successful ongoing compliance with the applicable requirements of Part 186. Please contact the Illinois EPA
Environmental Laboratory Accreditation Program (IL ELAP) to verify the laboratory's scope of accreditation and accreditation status. Accreditation by
the State of Illinois is not an endorsement or a guarantee of validity of the data generated by the laboratory.
Certificate No.:003584
FOT Name:Drinking Water, Inorganic
Method:SM2130B,18Ed
Matrix Type:Potable Water
Turbidity
Method:SM2320B,18Ed
Matrix Type:Potable Water
Alkalinity
Method:SM2340B,18Ed
Matrix Type: Potable Water
Hardness
Method:SM4110B,18Ed
Matrix Type:Potable Water
Chloride Fluoride
Nitrate Nitrite
Orthophosphate Sulfate
Method:SM4500CN-E,18Ed
Matrix Type:Potable Water
Cyanide
Method:SM4500H-B,18Ed
Matrix Type:Potable Water
Hydrogen ion (pH)
Method:SM5310C,20Ed
Matrix Type: Potable Water
Total Organic Carbon (TOC)
Method:USEPA150.1
Matrix Type:Potable Water
Hydrogen ion (pH)
Method:USEPA180.1
Matrix Type:Potable Water
Turbidity
Thursday, March 12, 2015 Page 2 of 13
State of Illinois
Environmental Protection Agency
Awards the Certificate of Approval
Prairie Analytical Systems, Incorporated
1210 Capital Airport Drive
Springfield, IL 62707-8413
Certificate No.:003584
FOT Name:Drinking Water, Inorganic Method:USEPA200.7R4.4
Matrix Type:Potable Water
Aluminum Arsenic
Barium Beryllium
Cadmium Calcium
Chromium Copper
Hardness (calc.)Iron
Magnesium Manganese
Nickel Silver
Sodium Zinc
Method:USEPA200.8R5.4
Matrix Type:Potable Water
Aluminum Antimony
Arsenic Barium
Beryllium Cadmium
Chromium Copper
Lead Manganese
Mercury Molybdenum
Nickel Selenium
Silver Thallium
Zinc
Method:USEPA245.2
Matrix Type:Potable Water
Mercury
Method:USEPA300.0R2.1
Matrix Type:Potable Water
Chloride Fluoride
Nitrate Nitrite
Orthophosphate Sulfate
FOT Name:Drinking Water, Organic
Method:USEPA524.2R4.1
Matrix Type:Potable Water
1,1,1-Trichloroethane 1,1,2-Trichloroethane
1,1-Dichloroethene 1,2,4-Trichlorobenzene
1,2-Dichlorobenzene 1,2-Dichloroethane
Thursday, March 12, 2015 Page 3 of 13
State of Illinois
Environmental Protection Agency
Awards the Certificate of Approval
Prairie Analytical Systems, Incorporated
1210 Capital Airport Drive
Springfield, IL 62707-8413
Certificate No.:003584
FOT Name:Drinking Water, Organic Method:USEPA524.2R4.1
Matrix Type:Potable Water 1,2-Dichloropropane
1,4-Dichlorobenzene Benzene
Bromodichloromethane Bromoform
Chlorobenzene Chlorodibromomethane
Chloroform cis-1,2-Dichloroethene
Dichloromethane (Methylene chloride)Ethylbenzene
Methyl tert-butyl ether (MTBE)Naphthalene
Styrene Tetrachloroethene
Toluene Total trihalomethanes
trans-1,2-Dichloroethene Trichloroethylene
Vinyl chloride Xylenes (total)
Method:USEPA525.2R2.0
Matrix Type: Potable Water
4,4'-DDT Alachlor
Aldrin Atrazine
Benzo(a)pyrene Di (2-ethylhexyl) adipate
Di (2-ethylhexyl) phthalate Dieldrin
gamma-BHC (Lindane)Heptachlor epoxide
Hexachlorocyclopentadiene Methoxychlor
Simazine
FOT Name:Non Potable Water, Inorganic
Method:SM2130B,2001
Matrix Type:NPW/SCM
Turbidity
Method:SM2310B,1997
Matrix Type:NPW/SCM
Acidity
Method:SM2320B,1997
Matrix Type:NPW
Alkalinity
Method:SM2340B,1997
Matrix Type: NPW
Hardness
Method:SM2540B,1997
Thursday, March 12, 2015 Page 4 of 13
State of Illinois
Environmental Protection Agency
Awards the Certificate of Approval
Prairie Analytical Systems, Incorporated
1210 Capital Airport Drive
Springfield, IL 62707-8413
Certificate No.:003584
FOT Name:Non Potable Water, Inorganic Method:SM2540B,1997
Matrix Type:NPW
Residue (Total)
Method:SM2540C,1997
Matrix Type:NPW
Residue (TDS)
Method:SM2540D,1997
Matrix Type:NPW
Residue (TSS)
Method:SM3500Cr-B,2009
Matrix Type:NPW/SCM
Chromium VI
Method:SM4110B,2000
Matrix Type: NPW/SCM
Bromide Chloride
Fluoride Nitrate
Nitrate-Nitrite (as N)Nitrite
Orthophosphate (as P)Sulfate
Method:SM4500CN-E,1999
Matrix Type:NPW
Cyanide
Method:SM4500H-B,2000
Matrix Type: NPW
Hydrogen Ion (pH)
Method:SM4500NH3-D,1997
Matrix Type:NPW/SCM
Ammonia Total Kjeldahl Nitrogen
Method:SM4500O-G,2001
Matrix Type:NPW
Oxygen - Dissolved
Method:SM4500P-E,1999
Matrix Type:NPW
Orthophosphate (as P)Phosphorus
Method:SM4500S₂₂₂₂-F,2000
Matrix Type:NPW/SCM
Thursday, March 12, 2015 Page 5 of 13
State of Illinois
Environmental Protection Agency
Awards the Certificate of Approval
Prairie Analytical Systems, Incorporated
1210 Capital Airport Drive
Springfield, IL 62707-8413
Certificate No.:003584
FOT Name:Non Potable Water, Inorganic Method:SM4500S₂₂₂₂-F,2000
Matrix Type:NPW/SCM Sulfide
Method:SM5210B,2001
Matrix Type: NPW
Biochemical Oxygen Demand (BOD)
Matrix Type:NPW/SCM
Carbonaceous Biochemical Oxygen Demand (CBOD)
Method:SM5220D,1997
Matrix Type: NPW
Chemical Oxygen Demand (COD)
Method:SM5310C,2000
Matrix Type:NPW
Total Organic Carbon (TOC)
Method:USEPA160.4,1971
Matrix Type:NPW
Residue (Volatile)
Method:USEPA1664A
Matrix Type:NPW
Oil and Grease
Method:USEPA180.1R2.0,1993
Matrix Type:NPW
Turbidity
Method:USEPA200.7,1994
Matrix Type:NPW/SCM
Aluminum Antimony
Arsenic Barium
Beryllium Cadmium
Calcium Chromium
Cobalt Copper
Iron Lead
Magnesium Manganese
Molybdenum Nickel
Potassium Selenium
Silver Sodium
Thallium Tin
Thursday, March 12, 2015 Page 6 of 13
State of Illinois
Environmental Protection Agency
Awards the Certificate of Approval
Prairie Analytical Systems, Incorporated
1210 Capital Airport Drive
Springfield, IL 62707-8413
Certificate No.:003584
FOT Name:Non Potable Water, Inorganic Method:USEPA200.7,1994
Matrix Type:NPW/SCM Titanium
Vanadium Zinc
Method:USEPA200.8,1994
Matrix Type:NPW/SCM
Aluminum Antimony
Arsenic Barium
Beryllium Boron
Cadmium Calcium
Chromium Cobalt
Copper Iron
Lead Magnesium
Manganese Molybdenum
Nickel Potassium
Selenium Silver
Sodium Thallium
Tin Titanium
Vanadium Zinc
Method:USEPA245.2,1974
Matrix Type:NPW/SCM
Mercury
Method:USEPA300.0R2.1,1993
Matrix Type:NPW
Bromide Chloride
Fluoride Nitrate
Nitrate-Nitrite (as N)Nitrite
Orthophosphate (as P)Sulfate
Method:USEPA410.4R2.0,1993
Matrix Type:NPW
Chemical Oxygen Demand (COD)
Method:USEPA420.1,1978
Matrix Type:NPW
Phenolics
FOT Name:Solid and Chemical Materials, Inorganic
Method:1010A
Thursday, March 12, 2015 Page 7 of 13
State of Illinois
Environmental Protection Agency
Awards the Certificate of Approval
Prairie Analytical Systems, Incorporated
1210 Capital Airport Drive
Springfield, IL 62707-8413
Certificate No.:003584
FOT Name:Solid and Chemical Materials, Inorganic Method:1010A
Matrix Type:NPW/SCM
Ignitability
Method:1311
Matrix Type:SCM
TCLP (Organic and Inorganic)
Method:1312
Matrix Type:SCM
Synthetic Precipitation Leaching Procedure
Method:6010B
Matrix Type:NPW/SCM
Aluminum Antimony
Arsenic Barium
Beryllium Cadmium
Calcium Chromium
Cobalt Copper
Iron Lead
Magnesium Manganese
Molybdenum Nickel
Potassium Selenium
Silver Sodium
Strontium Thallium
Tin Titanium
Vanadium Zinc
Method:6020A
Matrix Type:NPW/SCM
Aluminum Antimony
Arsenic Barium
Beryllium Boron
Cadmium Calcium
Chromium Cobalt
Copper Iron
Lead Magnesium
Manganese Mercury
Molybdenum Nickel
Thursday, March 12, 2015 Page 8 of 13
State of Illinois
Environmental Protection Agency
Awards the Certificate of Approval
Prairie Analytical Systems, Incorporated
1210 Capital Airport Drive
Springfield, IL 62707-8413
Certificate No.:003584
FOT Name:Solid and Chemical Materials, Inorganic Method:6020A
Matrix Type:NPW/SCM Potassium
Selenium Silver
Sodium Thallium
Vanadium Zinc
Method:7196A
Matrix Type:NPW/SCM
Chromium VI
Method:7470A
Matrix Type:NPW
Mercury
Method:7471B
Matrix Type:SCM
Mercury
Method:9014
Matrix Type:NPW/SCM
Cyanide
Method:9034
Matrix Type:NPW/SCM
Sulfides
Method:9040B
Matrix Type:NPW
Hydrogen Ion (pH)
Method:9040C
Matrix Type:NPW
Hydrogen Ion (pH)
Method:9045C
Matrix Type: SCM
Hydrogen Ion (pH)
Method:9045D
Matrix Type:SCM
Hydrogen Ion (pH)
Method:9056A
Matrix Type:NPW/SCM
Bromide Chloride
Thursday, March 12, 2015 Page 9 of 13
State of Illinois
Environmental Protection Agency
Awards the Certificate of Approval
Prairie Analytical Systems, Incorporated
1210 Capital Airport Drive
Springfield, IL 62707-8413
Certificate No.:003584
FOT Name:Solid and Chemical Materials, Inorganic Method:9056A
Matrix Type:NPW/SCM Fluoride
Nitrate Nitrite
Phosphate Sulfate
Method:9065
Matrix Type:NPW/SCM
Phenolics
Method:9081
Matrix Type: NPW/SCM
Cation-exchange Capacity
Method:9095A
Matrix Type:NPW/SCM
Paint Filter
FOT Name:Solid and Chemical Materials, Organic
Method:8015B
Matrix Type:NPW/SCM
Diesel range organics (DRO)Gasoline range organics (GRO)
Method:8081A
Matrix Type:NPW/SCM
4,4'-DDD 4,4'-DDE
4,4'-DDT Aldrin
alpha-BHC alpha-Chlordane
beta-BHC Chlordane - not otherwise specified
delta-BHC Dieldrin
Endosulfan I Endosulfan II
Endosulfan sulfate Endrin
Endrin aldehyde Endrin ketone
gamma-BHC (Lindane)gamma-Chlordane
Heptachlor Heptachlor epoxide
Methoxychlor Toxaphene
Method:8082
Matrix Type:NPW/SCM
PCB-1016 PCB-1221
PCB-1232 PCB-1242
PCB-1248 PCB-1254
Thursday, March 12, 2015 Page 10 of 13
State of Illinois
Environmental Protection Agency
Awards the Certificate of Approval
Prairie Analytical Systems, Incorporated
1210 Capital Airport Drive
Springfield, IL 62707-8413
Certificate No.:003584
FOT Name:Solid and Chemical Materials, Organic Method:8082
Matrix Type:NPW/SCM PCB-1260
Method:8260B
Matrix Type: NPW/SCM
1,1,1,2-Tetrachloroethane 1,1,1-Trichloroethane
1,1,2,2-Tetrachloroethane 1,1,2-Trichloroethane
1,1-Dichloroethane 1,1-Dichloroethene
1,1-Dichloropropene 1,2,3-Trichlorobenzene
1,2,3-Trichloropropane 1,2,4-Trichlorobenzene
1,2,4-Trimethylbenzene 1,2-Dibromo-3-chloropropane (DBCP)
1,2-Dibromoethane (EDB)1,2-Dichlorobenzene
1,2-Dichloroethane 1,2-Dichloropropane
1,3,5-Trimethylbenzene 1,3-Dichlorobenzene
1,3-Dichloropropane 1,4-Dichlorobenzene
2,2-Dichloropropane 2-Butanone (Methyl ethyl ketone, MEK)
2-Chloroethyl vinyl ether 2-Chlorotoluene
2-Hexanone 4-Chlorotoluene
4-Methyl-2-pentanone (Methyl isobutyl ketone, MIBK)Acetone
Acetonitrile Acrolein (Propenal)
Acrylonitrile Benzene
Bromobenzene Bromochloromethane
Bromodichloromethane Bromoform
Bromomethane Carbon disulfide
Carbon tetrachloride Chlorobenzene
Chlorodibromomethane (Dibromochloromethane)Chloroethane
Chloroform Chloromethane
cis-1,2-Dichloroethene cis-1,3-Dichloropropene
Dibromomethane Dichlorodifluoromethane
Dichloromethane (Methylene chloride)Ethylbenzene
Hexachlorobutadiene Isopropylbenzene
Methyl-t-butyl ether Naphthalene
n-Butylbenzene n-Propylbenzene
p-Isopropyltoluene sec-Butylbenzene
Styrene tert-Butylbenzene
Tetrachloroethene Toluene
trans-1,2-Dichloroethene trans-1,3-Dichloropropene
Thursday, March 12, 2015 Page 11 of 13
State of Illinois
Environmental Protection Agency
Awards the Certificate of Approval
Prairie Analytical Systems, Incorporated
1210 Capital Airport Drive
Springfield, IL 62707-8413
Certificate No.:003584
FOT Name:Solid and Chemical Materials, Organic Method:8260B
Matrix Type:NPW/SCM Trichloroethene
Trichlorofluoromethane Vinyl acetate
Vinyl chloride Xylenes (Total)
Method:8270C
Matrix Type:NPW/SCM
1,2,4-Trichlorobenzene 1,2-Dichlorobenzene
1,3-Dichlorobenzene 1,4-Dichlorobenzene
2,4,5-Trichlorophenol 2,4,6-Trichlorophenol
2,4-Dichlorophenol 2,4-Dimethylphenol
2,4-Dinitrophenol 2,4-Dinitrotoluene (2,4-DNT)
2,6-Dinitrotoluene (2,6-DNT)2-Chloronaphthalene
2-Chlorophenol 2-Methylnaphthalene
2-Methylphenol (o-Cresol)2-Nitroaniline
2-Nitrophenol 3,3'-Dichlorobenzidine
3-Nitroaniline 4,6-Dinitro-2-methylphenol
4-Bromophenyl phenyl ether 4-Chloro-3-methylphenol
4-Chloroaniline 4-Chlorophenyl phenyl ether
4-Methylphenol (p-Cresol)4-Nitroaniline
4-Nitrophenol Acenaphthene
Acenaphthylene Anthracene
Benzo(a)anthracene Benzo(a)pyrene
Benzo(b)fluoranthene Benzo(g,h,i)perlyene
Benzo(k)fluoranthene Bis(2-chloroethoxy) methane
Bis(2-chloroethyl) ether Bis(2-chloroisopropyl) ether
Bis(2-ethylhexyl) phthalate Butyl benzyl phthalate
Carbazole Carbofuran (Furaden)
Chlorobenzilate Chrysene
Dibenz(a,h)anthracene Dibenzofuran
Diethyl phthalate Dimethyl phthalate
Di-n-butyl phthalate Di-n-octyl phthalate
Fluoranthene Fluorene
Hexachlorobenzene Hexachlorobutadiene
Hexachlorocyclopentadiene Hexachloroethane
Indeno(1,2,3-cd) pyrene Isophorone
Naphthalene Nitrobenzene
Thursday, March 12, 2015 Page 12 of 13
State of Illinois
Environmental Protection Agency
Awards the Certificate of Approval
Prairie Analytical Systems, Incorporated
1210 Capital Airport Drive
Springfield, IL 62707-8413
Certificate No.:003584
FOT Name:Solid and Chemical Materials, Organic Method:8270C
Matrix Type:NPW/SCM N-Nitrosodimethylamine
N-Nitrosodi-n-propylamine N-Nitrosodiphenylamine
o-Cresol (2-Methylphenol)p-Cresol (4-Methylphenol)
Pentachlorophenol Phenanthrene
Phenol Pyrene
Method:8270C Mod_Farm Chemicals
Matrix Type:NPW/SCM
Acetochlor Alachlor
Atrazine Butylate
Chlorpyrifos Cyanazine
EPTC Metolachlor
Metribuzin Pendimethalin
Prometon Simazine
Terbufos Trifluralin
Method:8321B
Matrix Type:NPW/SCM
2,4,5-T 2,4,5-TP (Silvex)
2,4-D 2,4-DB
Aldicarb (Temik)Carbofuran (Furaden)
Dalapon Dicamba
Dinoseb MCPA
MCPP Oxamyl
Thursday, March 12, 2015 Page 13 of 13
EDR VISTACheck Report®
SECTION PAGE-----------------------
Map Findings Summary 3
Map Findings 7
Orphan Summary 22
2d28b2ef-8c98-4913-9980-4bb3a551feeb
Disclaimer - Copyright and Trademark Notice
This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data
Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from
other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL
DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION,
MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL
ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE,
ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL,
CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY
LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings,
environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor
should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I
Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any
property. Additionally, the information provided in this Report is not to be construed as legal advice.
Copyright 2015 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole
or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission.
EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other
trademarks used herein are the property of their respective owners.
MAP FINDINGS SUMMARY
Search
TargetDistance Total
Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted
STANDARD ENVIRONMENTAL RECORDS
Federal NPL site list
0 NR NR 0 0 0 0.500NPL
0 NR NR 0 0 0 0.500Proposed NPL
0 NR NR NR NR NR TPNPL LIENS
Federal Delisted NPL site list
0 NR NR 0 0 0 0.500Delisted NPL
Federal CERCLIS list
0 NR NR 0 0 0 0.500CERCLIS
0 NR 0 0 0 0 1.000FEDERAL FACILITY
Federal CERCLIS NFRAP site List
0 NR NR 0 0 0 0.500CERC-NFRAP
Federal RCRA CORRACTS facilities list
0 NR NR 0 0 0 0.500CORRACTS
Federal RCRA non-CORRACTS TSD facilities list
0 NR NR 0 0 0 0.500RCRA-TSDF
Federal RCRA generators list
0 NR NR NR 0 0 0.250RCRA-LQG
2 NR NR NR 2 0 0.250RCRA-SQG
1 NR NR NR 0 1 0.250RCRA-CESQG
Federal institutional controls /
engineering controls registries
0 NR NR 0 0 0 0.500US ENG CONTROLS
0 NR NR 0 0 0 0.500US INST CONTROL
0 NR NR 0 0 0 0.500LUCIS
Federal ERNS list
0 NR NR NR NR NR TPERNS
State- and tribal - equivalent CERCLIS
0 NR NR 0 0 0 0.500SSU
State and tribal landfill and/or
solid waste disposal site lists
0 NR NR 0 0 0 0.500SWF/LF
0 NR NR 0 0 0 0.500LF SPECIAL WASTE
0 NR NR 0 0 0 0.500IL NIPC
0 NR NR 0 0 0 0.500CCDD
State and tribal leaking storage tank lists
3 NR NR 3 0 0 0.500LUST
Page 3
MAP FINDINGS SUMMARY
Search
TargetDistance Total
Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted
0 NR NR 0 0 0 0.500LUST TRUST
0 NR NR 0 0 0 0.500INDIAN LUST
State and tribal registered storage tank lists
4 NR NR NR 2 2 0.250UST
0 NR NR NR 0 0 0.250AST
0 NR NR NR 0 0 0.250INDIAN UST
0 NR NR NR 0 0 0.250FEMA UST
State and tribal institutional
control / engineering control registries
0 NR NR 0 0 0 0.500ENG CONTROLS
0 NR NR 0 0 0 0.500INST CONTROL
State and tribal voluntary cleanup sites
0 NR NR 0 0 0 0.500INDIAN VCP
0 NR NR 0 0 0 0.500SRP
State and tribal Brownfields sites
0 NR NR 0 0 0 0.500BROWNFIELDS
ADDITIONAL ENVIRONMENTAL RECORDS
Local Brownfield lists
0 NR NR 0 0 0 0.500US BROWNFIELDS
Local Lists of Landfill / Solid
Waste Disposal Sites
0 NR NR 0 0 0 0.500ODI
0 NR NR 0 0 0 0.500DEBRIS REGION 9
0 NR NR 0 0 0 0.500INDIAN ODI
Local Lists of Hazardous waste /
Contaminated Sites
0 NR NR NR NR NR TPUS CDL
0 NR NR NR NR NR TPCDL
0 NR NR NR NR NR TPUS HIST CDL
Local Land Records
0 NR NR NR NR NR TPLIENS 2
Records of Emergency Release Reports
0 NR NR NR NR NR TPHMIRS
0 NR NR NR NR NR TPSPILLS
Other Ascertainable Records
0 NR NR NR NR NR TPRCRA NonGen / NLR
0 NR NR NR NR NR TPDOT OPS
0 NR NR 0 0 0 0.500DOD
0 NR NR 0 0 0 0.500FUDS
Page 4
MAP FINDINGS SUMMARY
Search
TargetDistance Total
Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted
0 NR NR 0 0 0 0.500CONSENT
0 NR NR 0 0 0 0.500ROD
0 NR NR 0 0 0 0.500UMTRA
0 NR NR NR 0 0 0.250US MINES
0 NR NR NR NR NR TPTRIS
0 NR NR NR NR NR TPTSCA
0 NR NR NR NR NR TPFTTS
0 NR NR NR NR NR TPHIST FTTS
0 NR NR NR NR NR TPSSTS
0 NR NR NR NR NR TPICIS
0 NR NR NR NR NR TPPADS
0 NR NR NR NR NR TPMLTS
0 NR NR NR NR NR TPRADINFO
0 NR NR NR NR NR TPFINDS
0 NR NR NR NR NR TPRAATS
0 NR NR NR NR NR TPRMP
0 NR NR NR NR NR TPNPDES
0 NR NR NR NR NR TPUIC
0 NR NR NR NR NR TPHWAR
0 NR NR NR 0 0 0.250DRYCLEANERS
0 NR NR 0 0 0 0.500IMPDMENT
0 NR NR NR NR NR TPAIRS
0 NR NR NR NR NR TPTIER 2
0 NR NR 0 0 0 0.500INDIAN RESERV
0 NR NR 0 0 0 0.500SCRD DRYCLEANERS
0 NR NR NR NR NR TPBOL
0 NR NR 0 0 0 0.500COAL ASH
0 NR NR NR 0 0 0.250PIMW
0 NR NR NR NR NR TPFinancial Assurance
0 NR NR 0 0 0 0.500CHICAGO ENV
0 NR NR NR NR NR TPLEAD SMELTERS
0 NR NR NR NR NR TPUS AIRS
0 NR NR NR NR NR TPEPA WATCH LIST
0 NR NR NR NR NR TPUS FIN ASSUR
0 NR NR 0 0 0 0.500COAL ASH EPA
0 NR NR NR NR NR TPPCB TRANSFORMER
0 NR NR NR NR NR TPCOAL ASH DOE
0 NR NR NR 0 0 0.2502020 COR ACTION
0 NR NR NR NR NR TPPRP
EDR HIGH RISK HISTORICAL RECORDS
EDR Exclusive Records
0 NR NR 0 0 0 0.500EDR MGP
0 NR NR NR 0 0 0.250EDR US Hist Auto Stat
0 NR NR NR 0 0 0.250EDR US Hist Cleaners
EDR RECOVERED GOVERNMENT ARCHIVES
Exclusive Recovered Govt. Archives
0 NR NR 0 0 0 0.500RGA HWS
Page 5
MAP FINDINGS SUMMARY
Search
TargetDistance Total
Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted
0 NR NR 0 0 0 0.500RGA LF
0 NR NR 0 0 0 0.500RGA LUST
NOTES:
TP = Target Property
NR = Not Requested at this Search Distance
Sites may be listed in more than one database
Page 6
MAP FINDINGS
Map ID
EDR ID NumberDirection
Distance
EPA ID NumberDatabase(s)SiteDistance (ft.)
NoTransporter of hazardous waste:
NoRecycler of hazardous waste:
NoMixed waste (haz. and radioactive):
NoU.S. importer of hazardous waste:
Handler Activities Summary:
Not reportedOwner/Op end date:
01/01/1900Owner/Op start date:
OperatorOwner/Operator Type:
PrivateLegal status:
Not reportedOwner/operator telephone:
USOwner/operator country:
Not reported
Not reportedOwner/operator address:
YORKVILLE NORTH WATER TOWEROwner/operator name:
Not reportedOwner/Op end date:
01/01/1900Owner/Op start date:
OwnerOwner/Operator Type:
PrivateLegal status:
Not reportedOwner/operator telephone:
USOwner/operator country:
Not reported
Not reportedOwner/operator address:
YORKVILLE NORTH WATER TOWEROwner/operator name:
Not reportedOwner/Op end date:
Not reportedOwner/Op start date:
OwnerOwner/Operator Type:
MunicipalLegal status:
(708) 553-4350Owner/operator telephone:
Not reportedOwner/operator country:
YORKVILLE, IL 60560
111 W FOX ST STE 3Owner/operator address:
YORKVILLE CITY OFOwner/operator name:
Owner/Operator Summary:
Handler: Non-Generators do not presently generate hazardous wasteDescription:
Non-GeneratorClassification:
05EPA Region:
Not reportedContact email:
(630) 553-4370Contact telephone:
USContact country:
Not reported
Not reportedContact address:
ENV COORDINATORContact:
ILR000023614EPA ID:
YORKVILLE, IL 60560
610 TOWER LANEFacility address:
YORKVILLE NORTH WATER TOWERFacility name:
04/01/2006Date form received by agency:
RCRA NonGen / NLR:
Site 1 of 3 in cluster A
1 ft.
< 1/8 YORKVILLE, IL 60560
FINDS610 TOWER LANE ILR000023614
A1 RCRA NonGen / NLRYORKVILLE NORTH WATER TOWER 1001116341
Page 7
MAP FINDINGS
Map ID
EDR ID NumberDirection
Distance
EPA ID NumberDatabase(s)SiteDistance (ft.)
HAZARDOUS WASTE BIENNIAL REPORTER
corrective action activities required under RCRA.
program staff to track the notification, permit, compliance, and
and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA
events and activities related to facilities that generate, transport,
Conservation and Recovery Act (RCRA) program through the tracking of
RCRAInfo is a national information system that supports the Resource
Illinois EPA Project to facilitate the permitting operations
ACES (Illinois - Agency Compliance And Enforcement System) is the
Environmental Interest/Information System
110005945647Registry ID:
FINDS:
No violations foundViolation Status:
CHROMIUM. Waste name:
D007. Waste code:
Large Quantity GeneratorClassification:
YORKVILLE NORTH WATER TOWERSite name:
06/25/1996Date form received by agency:
Historical Generators:
NoUsed oil transporter:
NoUsed oil transfer facility:
NoUsed oil Specification marketer:
NoUsed oil fuel marketer to burner:
NoUser oil refiner:
NoUsed oil processor:
NoUsed oil fuel burner:
NoFurnace exemption:
NoOn-site burner exemption:
NoUnderground injection activity:
NoTreater, storer or disposer of HW:
YORKVILLE NORTH WATER TOWER (Continued) 1001116341
Not reportedAOR Well:
ILEA5RAPermit Id:
Not reportedWell Name:
ILEA5D294112Well Id:
Well:
Not reportedSIC Code:
Not reportedNAICS Code:
112Facility State Id:
Not reportedFacility Type:
ILEA112Facility Id:
UIC:
Site 2 of 3 in cluster A
1 ft.
< 1/8 YORKVILLE, IL 60560
BOL610 TOWER LANE N/A
A2 UICYORKVILLE, CITY OF S108256183
Page 8
MAP FINDINGS
Map ID
EDR ID NumberDirection
Distance
EPA ID NumberDatabase(s)SiteDistance (ft.)
ACOperate Status Code:
1985-03-20 00:00:00Status Date:
Not reportedWell In Source Water Area:
Not reportedWell Site:
Not reportedGeology Id:
Not reportedTotal Depth:
NoAquifer Exempt:
Not reportedSubmission Date:
ILPermit State Id:
Not reportedOwnership Type:
RAAUT Status:
Not reportedAOR Well:
ILEA5RAPermit Id:
Not reportedWell Name:
ILEA5D296112Well Id:
YORKVILLE, IL 60560Contact City/State/Zip:
610 TOWER LANEContact Street:
Not ProvidedContact Name:
ILEA112Contact Id:
1985-03-20 00:00:00Well Type Date:
5H1Well Type:
ACOperate Status Code:
1985-03-20 00:00:00Status Date:
Not reportedWell In Source Water Area:
Not reportedWell Site:
Not reportedGeology Id:
Not reportedTotal Depth:
NoAquifer Exempt:
Not reportedSubmission Date:
ILPermit State Id:
Not reportedOwnership Type:
RAAUT Status:
Not reportedAOR Well:
ILEA5RAPermit Id:
Not reportedWell Name:
ILEA5D295112Well Id:
YORKVILLE, IL 60560Contact City/State/Zip:
610 TOWER LANEContact Street:
Not ProvidedContact Name:
ILEA112Contact Id:
1985-03-20 00:00:00Well Type Date:
5H1Well Type:
ACOperate Status Code:
1985-03-20 00:00:00Status Date:
Not reportedWell In Source Water Area:
Not reportedWell Site:
Not reportedGeology Id:
Not reportedTotal Depth:
NoAquifer Exempt:
Not reportedSubmission Date:
ILPermit State Id:
Not reportedOwnership Type:
RAAUT Status:
YORKVILLE, CITY OF (Continued)S108256183
Page 9
MAP FINDINGS
Map ID
EDR ID NumberDirection
Distance
EPA ID NumberDatabase(s)SiteDistance (ft.)
LANDMedia Code:
BOLInterest Type:
Yorkville North Water TowerInterest Name:
0930250003Inv Num:
170000324361Site Id:
BOL:
YORKVILLE, IL 60560Contact City/State/Zip:
610 TOWER LANEContact Street:
Not ProvidedContact Name:
ILEA112Contact Id:
1985-03-20 00:00:00Well Type Date:
5H1Well Type:
ACOperate Status Code:
1985-03-20 00:00:00Status Date:
Not reportedWell In Source Water Area:
Not reportedWell Site:
Not reportedGeology Id:
Not reportedTotal Depth:
NoAquifer Exempt:
Not reportedSubmission Date:
ILPermit State Id:
Not reportedOwnership Type:
RAAUT Status:
Not reportedAOR Well:
ILEA5RAPermit Id:
Not reportedWell Name:
ILEA5D297112Well Id:
YORKVILLE, IL 60560Contact City/State/Zip:
610 TOWER LANEContact Street:
Not ProvidedContact Name:
ILEA112Contact Id:
1985-03-20 00:00:00Well Type Date:
5H1Well Type:
YORKVILLE, CITY OF (Continued)S108256183
7000Tank Capacity:
RemovedTank Status:
1Tank Number:
Yorkville, IL 60560Owner City,St,Zip:
507 W Kendall Dr Suite 4Owner Address:
Yorkville School Dist 115Owner Name:
U0016755Owner Id:
NONEFacility Type:
CLOSEDFacility Status:
2025934Facility ID:
UST:
108 ft. Site 3 of 3 in cluster A
0.020 mi.
< 1/8 YORKVILLE, IL 60560
WSW 201 W SOMONAUK N/A
A3 USTYORKVILLE GRADE SCHOOL U000859552
Page 10
MAP FINDINGS
Map ID
EDR ID NumberDirection
Distance
EPA ID NumberDatabase(s)SiteDistance (ft.)
Not reportedTest Expire Date:
Not reportedLast Passing Date:
Not reportedEquipment:
Not reportedEquipment Type:
Not reportedIEMA:
NPending Nov:
Not reportedMOTOR FUEL TYPE:
Not reportedMotor Fuel Permit Expiration Date:
Not reportedMotor Fuel Permit Inspection Date:
Not reportedFee Due:
Not reportedGreen Tag Expire Date:
Not reportedGreen Tag Issue Date:
Not reportedGreen Tag Decal:
Not reportedInstall Date:
Not reportedRed Tag Issue Date:
7/25/1990OSFM First Notify Date:
12/1/1982Last Used Date:
Not reportedTank Substance:
YORKVILLE GRADE SCHOOL (Continued) U000859552
Owner/Operator Summary:
hazardous waste
the cleanup of a spill, into or on any land or water, of acutely
any residue or contaminated soil, waste or other debris resulting from
time: 1 kg or less of acutely hazardous waste; or 100 kg or less of
hazardous waste during any calendar month, and accumulates at any
from the cleanup of a spill, into or on any land or water, of acutely
of any residue or contaminated soil, waste or other debris resulting
land or water, of acutely hazardous waste; or generates 100 kg or less
other debris resulting from the cleanup of a spill, into or on any
waste; or 100 kg or less of any residue or contaminated soil, waste or
month, and accumulates at any time: 1 kg or less of acutely hazardous
or generates 1 kg or less of acutely hazardous waste per calendar
month, and accumulates 1000 kg or less of hazardous waste at any time;
Handler: generates 100 kg or less of hazardous waste per calendarDescription:
Conditionally Exempt Small Quantity GeneratorClassification:
05EPA Region:
Not reportedContact email:
(708) 553-4395Contact telephone:
USContact country:
YORKVILLE, IL 60560
PO BOX 487Contact address:
GREG PEARLContact:
YORKVILLE, IL 60560
PO BOX 487Mailing address:
ILR000017806EPA ID:
YORKVILLE, IL 60560
119 W SOMONAUKFacility address:
LAIDLAW TRANSIT INC YORKVILLEFacility name:
03/08/1996Date form received by agency:
RCRA-CESQG:
246 ft. Site 1 of 2 in cluster B
0.047 mi.
< 1/8 YORKVILLE, IL 60560
East FINDS119 W SOMONAUK ILR000017806
B4 RCRA-CESQGLAIDLAW TRANSIT INC YORKVILLE 1004695450
Page 11
MAP FINDINGS
Map ID
EDR ID NumberDirection
Distance
EPA ID NumberDatabase(s)SiteDistance (ft.)
corrective action activities required under RCRA.
program staff to track the notification, permit, compliance, and
and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA
events and activities related to facilities that generate, transport,
Conservation and Recovery Act (RCRA) program through the tracking of
RCRAInfo is a national information system that supports the Resource
Environmental Interest/Information System
110005941794Registry ID:
FINDS:
No violations foundViolation Status:
IGNITABLE WASTE. Waste name:
D001. Waste code:
NoUsed oil transporter:
NoUsed oil transfer facility:
NoUsed oil Specification marketer:
NoUsed oil fuel marketer to burner:
NoUser oil refiner:
NoUsed oil processor:
NoUsed oil fuel burner:
NoFurnace exemption:
NoOn-site burner exemption:
NoUnderground injection activity:
NoTreater, storer or disposer of HW:
NoTransporter of hazardous waste:
NoRecycler of hazardous waste:
NoMixed waste (haz. and radioactive):
NoU.S. importer of hazardous waste:
Handler Activities Summary:
Not reportedOwner/Op end date:
Not reportedOwner/Op start date:
OwnerOwner/Operator Type:
DistrictLegal status:
(708) 553-4382Owner/operator telephone:
Not reportedOwner/operator country:
YORKVILLE, IL 60560
507 E KENDALLOwner/operator address:
YROKVILLE SCHOOL DISTRICTOwner/operator name:
LAIDLAW TRANSIT INC YORKVILLE (Continued) 1004695450
507 W Kendall Dr Suite 4Owner Address:
Yorkville School Dist 115Owner Name:
U0016755Owner Id:
SCHOOL/COLLEGEFacility Type:
CLOSEDFacility Status:
2026938Facility ID:
UST:
246 ft. Site 2 of 2 in cluster B
0.047 mi.
< 1/8 YORKVILLE, IL 60560
East 119 W SOMONAUK N/A
B5 USTBUS GARAGE U001136999
Page 12
MAP FINDINGS
Map ID
EDR ID NumberDirection
Distance
EPA ID NumberDatabase(s)SiteDistance (ft.)
Not reportedTest Expire Date:
Not reportedLast Passing Date:
Not reportedEquipment:
Not reportedEquipment Type:
990660IEMA:
NPending Nov:
Not reportedMOTOR FUEL TYPE:
Not reportedMotor Fuel Permit Expiration Date:
Not reportedMotor Fuel Permit Inspection Date:
$0.00Fee Due:
Not reportedGreen Tag Expire Date:
Not reportedGreen Tag Issue Date:
Not reportedGreen Tag Decal:
Not reportedInstall Date:
Not reportedRed Tag Issue Date:
4/15/1991OSFM First Notify Date:
12/1/1998Last Used Date:
Diesel FuelTank Substance:
1000Tank Capacity:
RemovedTank Status:
1Tank Number:
Yorkville, IL 60560Owner City,St,Zip:
BUS GARAGE (Continued)U001136999
Not reportedOwner/operator country:
YORKVILLE, IL 60560
106 RTE 126Owner/operator address:
YORKVILLE CITY OFOwner/operator name:
Owner/Operator Summary:
hazardous waste at any time
waste during any calendar month, and accumulates more than 1000 kg of
hazardous waste at any time; or generates 100 kg or less of hazardous
waste during any calendar month and accumulates less than 6000 kg of
Handler: generates more than 100 and less than 1000 kg of hazardousDescription:
Small Small Quantity GeneratorClassification:
05EPA Region:
Not reportedContact email:
(708) 553-4382Contact telephone:
USContact country:
YORKVILLE, IL 60560
106 RTE 126Contact address:
JEFF STORMContact:
YORKVILLE, IL 60560
106 RTE 126Mailing address:
ILD984851444EPA ID:
YORKVILLE, IL 60560
201 W CENTERFacility address:
PARKVIEW GRADE SCHOOLFacility name:
02/11/1992Date form received by agency:
RCRA-SQG:
664 ft. Site 1 of 2 in cluster C
0.126 mi.
1/8-1/4 YORKVILLE, IL 60560
SSW FINDS201 W CENTER ILD984851444
C6 RCRA-SQGPARKVIEW GRADE SCHOOL 1000614829
Page 13
MAP FINDINGS
Map ID
EDR ID NumberDirection
Distance
EPA ID NumberDatabase(s)SiteDistance (ft.)
corrective action activities required under RCRA.
program staff to track the notification, permit, compliance, and
and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA
events and activities related to facilities that generate, transport,
Conservation and Recovery Act (RCRA) program through the tracking of
RCRAInfo is a national information system that supports the Resource
Illinois EPA Project to facilitate the permitting operations
ACES (Illinois - Agency Compliance And Enforcement System) is the
and settlements.
regions and states with cooperative agreements, enforcement actions,
Toxic Substances Control Act (TSCA). The system tracks inspections in
Federal Insecticide, Fungicide, and Rodenticide Act (FIFRA) and the
NCDB (National Compliance Data Base) supports implementation of the
Environmental Interest/Information System
110005905976Registry ID:
FINDS:
No violations foundViolation Status:
IGNITABLE WASTE. Waste name:
D001. Waste code:
NoUsed oil transporter:
NoUsed oil transfer facility:
NoUsed oil Specification marketer:
NoUsed oil fuel marketer to burner:
NoUser oil refiner:
NoUsed oil processor:
NoUsed oil fuel burner:
NoFurnace exemption:
NoOn-site burner exemption:
NoUnderground injection activity:
NoTreater, storer or disposer of HW:
NoTransporter of hazardous waste:
NoRecycler of hazardous waste:
NoMixed waste (haz. and radioactive):
NoU.S. importer of hazardous waste:
Handler Activities Summary:
Not reportedOwner/Op end date:
Not reportedOwner/Op start date:
OwnerOwner/Operator Type:
PrivateLegal status:
(708) 553-4382Owner/operator telephone:
PARKVIEW GRADE SCHOOL (Continued) 1000614829
Page 14
MAP FINDINGS
Map ID
EDR ID NumberDirection
Distance
EPA ID NumberDatabase(s)SiteDistance (ft.)
Not reportedTest Expire Date:
Not reportedLast Passing Date:
Not reportedEquipment:
Not reportedEquipment Type:
Not reportedIEMA:
NPending Nov:
Not reportedMOTOR FUEL TYPE:
Not reportedMotor Fuel Permit Expiration Date:
Not reportedMotor Fuel Permit Inspection Date:
Not reportedFee Due:
Not reportedGreen Tag Expire Date:
Not reportedGreen Tag Issue Date:
Not reportedGreen Tag Decal:
Not reportedInstall Date:
Not reportedRed Tag Issue Date:
7/25/1990OSFM First Notify Date:
12/1/1982Last Used Date:
Heating OilTank Substance:
10000Tank Capacity:
RemovedTank Status:
1Tank Number:
Yorkville, IL 60560Owner City,St,Zip:
507 W Kendall Dr Suite 4Owner Address:
Yorkville School Dist 115Owner Name:
U0016755Owner Id:
NONEFacility Type:
CLOSEDFacility Status:
2025935Facility ID:
UST:
664 ft. Site 2 of 2 in cluster C
0.126 mi.
1/8-1/4 YORKVILLE, IL 60560
SSW 201 W CENTER N/A
C7 USTPARKVIEW SCHOOL U001137000
Not reportedInstall Date:
Not reportedRed Tag Issue Date:
4/25/1986OSFM First Notify Date:
Not reportedLast Used Date:
Used OilTank Substance:
500Tank Capacity:
RemovedTank Status:
1Tank Number:
Artesia, CA 90702Owner City,St,Zip:
P. O. Box 6038 Environmental Compliance DepartmentOwner Address:
BP Products North America, Inc.Owner Name:
U0000552Owner Id:
NONEFacility Type:
CLOSEDFacility Status:
2023162Facility ID:
UST:
1124 ft.
0.213 mi.
1/8-1/4 YORKVILLE, IL 60560
South ROUTE 47 & MAIN N/A
8 USTAMOCO SS#18821 FACILITY #12440 U001136987
Page 15
MAP FINDINGS
Map ID
EDR ID NumberDirection
Distance
EPA ID NumberDatabase(s)SiteDistance (ft.)
Not reportedEquipment:
Not reportedEquipment Type:
Not reportedIEMA:
NPending Nov:
Not reportedMOTOR FUEL TYPE:
Not reportedMotor Fuel Permit Expiration Date:
Not reportedMotor Fuel Permit Inspection Date:
Not reportedFee Due:
Not reportedGreen Tag Expire Date:
Not reportedGreen Tag Issue Date:
Not reportedGreen Tag Decal:
Not reportedInstall Date:
Not reportedRed Tag Issue Date:
4/25/1986OSFM First Notify Date:
Not reportedLast Used Date:
GasolineTank Substance:
8000Tank Capacity:
RemovedTank Status:
3Tank Number:
Not reportedTest Expire Date:
Not reportedLast Passing Date:
Not reportedEquipment:
Not reportedEquipment Type:
Not reportedIEMA:
NPending Nov:
Not reportedMOTOR FUEL TYPE:
Not reportedMotor Fuel Permit Expiration Date:
Not reportedMotor Fuel Permit Inspection Date:
Not reportedFee Due:
Not reportedGreen Tag Expire Date:
Not reportedGreen Tag Issue Date:
Not reportedGreen Tag Decal:
Not reportedInstall Date:
Not reportedRed Tag Issue Date:
4/25/1986OSFM First Notify Date:
Not reportedLast Used Date:
GasolineTank Substance:
8000Tank Capacity:
RemovedTank Status:
2Tank Number:
Not reportedTest Expire Date:
Not reportedLast Passing Date:
Not reportedEquipment:
Not reportedEquipment Type:
14-0175, 90-2826IEMA:
NPending Nov:
Not reportedMOTOR FUEL TYPE:
Not reportedMotor Fuel Permit Expiration Date:
Not reportedMotor Fuel Permit Inspection Date:
Not reportedFee Due:
Not reportedGreen Tag Expire Date:
Not reportedGreen Tag Issue Date:
Not reportedGreen Tag Decal:
AMOCO SS#18821 FACILITY #12440 (Continued)U001136987
Page 16
MAP FINDINGS
Map ID
EDR ID NumberDirection
Distance
EPA ID NumberDatabase(s)SiteDistance (ft.)
Not reportedRed Tag Issue Date:
Not reportedOSFM First Notify Date:
12/31/1973Last Used Date:
GasolineTank Substance:
1000Tank Capacity:
Exempt from registrationTank Status:
6Tank Number:
Not reportedTest Expire Date:
Not reportedLast Passing Date:
Not reportedEquipment:
Not reportedEquipment Type:
Not reportedIEMA:
NPending Nov:
Not reportedMOTOR FUEL TYPE:
Not reportedMotor Fuel Permit Expiration Date:
Not reportedMotor Fuel Permit Inspection Date:
Not reportedFee Due:
Not reportedGreen Tag Expire Date:
Not reportedGreen Tag Issue Date:
Not reportedGreen Tag Decal:
Not reportedInstall Date:
Not reportedRed Tag Issue Date:
Not reportedOSFM First Notify Date:
12/31/1973Last Used Date:
Used OilTank Substance:
500Tank Capacity:
Exempt from registrationTank Status:
5Tank Number:
Not reportedTest Expire Date:
Not reportedLast Passing Date:
Not reportedEquipment:
Not reportedEquipment Type:
Not reportedIEMA:
NPending Nov:
Not reportedMOTOR FUEL TYPE:
Not reportedMotor Fuel Permit Expiration Date:
Not reportedMotor Fuel Permit Inspection Date:
Not reportedFee Due:
Not reportedGreen Tag Expire Date:
Not reportedGreen Tag Issue Date:
Not reportedGreen Tag Decal:
Not reportedInstall Date:
Not reportedRed Tag Issue Date:
4/25/1986OSFM First Notify Date:
Not reportedLast Used Date:
GasolineTank Substance:
10000Tank Capacity:
RemovedTank Status:
4Tank Number:
Not reportedTest Expire Date:
Not reportedLast Passing Date:
AMOCO SS#18821 FACILITY #12440 (Continued)U001136987
Page 17
MAP FINDINGS
Map ID
EDR ID NumberDirection
Distance
EPA ID NumberDatabase(s)SiteDistance (ft.)
Not reportedTest Expire Date:
Not reportedLast Passing Date:
Not reportedEquipment:
Not reportedEquipment Type:
Not reportedIEMA:
NPending Nov:
Not reportedMOTOR FUEL TYPE:
Not reportedMotor Fuel Permit Expiration Date:
Not reportedMotor Fuel Permit Inspection Date:
Not reportedFee Due:
Not reportedGreen Tag Expire Date:
Not reportedGreen Tag Issue Date:
Not reportedGreen Tag Decal:
Not reportedInstall Date:
Not reportedRed Tag Issue Date:
Not reportedOSFM First Notify Date:
12/31/1973Last Used Date:
GasolineTank Substance:
1000Tank Capacity:
Exempt from registrationTank Status:
7Tank Number:
Not reportedTest Expire Date:
Not reportedLast Passing Date:
Not reportedEquipment:
Not reportedEquipment Type:
Not reportedIEMA:
NPending Nov:
Not reportedMOTOR FUEL TYPE:
Not reportedMotor Fuel Permit Expiration Date:
Not reportedMotor Fuel Permit Inspection Date:
Not reportedFee Due:
Not reportedGreen Tag Expire Date:
Not reportedGreen Tag Issue Date:
Not reportedGreen Tag Decal:
Not reportedInstall Date:
AMOCO SS#18821 FACILITY #12440 (Continued) U001136987
Not reportedContact email:
(708) 990-5722Contact telephone:
USContact country:
OAKBROOK, IL 60521
2021 SPRING RD 400Contact address:
LLOYD KUEHNContact:
OAKBROOK, IL 60521
2021 SPRING RD 400Mailing address:
ILD984812685EPA ID:
YORKVILLE, IL 60560
207 N MAINFacility address:
AMOCO 18821 STATIONFacility name:
01/23/1991Date form received by agency:
RCRA-SQG:
1249 ft.
0.237 mi.
1/8-1/4 YORKVILLE, IL 60560
SSE FINDS207 N MAIN ILD984812685
9 RCRA-SQGAMOCO 18821 STATION 1000463000
Page 18
MAP FINDINGS
Map ID
EDR ID NumberDirection
Distance
EPA ID NumberDatabase(s)SiteDistance (ft.)
corrective action activities required under RCRA.
program staff to track the notification, permit, compliance, and
and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA
events and activities related to facilities that generate, transport,
Conservation and Recovery Act (RCRA) program through the tracking of
RCRAInfo is a national information system that supports the Resource
Environmental Interest/Information System
110009377469Registry ID:
FINDS:
No violations foundViolation Status:
IGNITABLE WASTE. Waste name:
D001. Waste code:
NoUsed oil transporter:
NoUsed oil transfer facility:
NoUsed oil Specification marketer:
NoUsed oil fuel marketer to burner:
NoUser oil refiner:
NoUsed oil processor:
NoUsed oil fuel burner:
NoFurnace exemption:
NoOn-site burner exemption:
NoUnderground injection activity:
NoTreater, storer or disposer of HW:
NoTransporter of hazardous waste:
NoRecycler of hazardous waste:
NoMixed waste (haz. and radioactive):
NoU.S. importer of hazardous waste:
Handler Activities Summary:
Not reportedOwner/Op end date:
Not reportedOwner/Op start date:
OwnerOwner/Operator Type:
PrivateLegal status:
Not reportedOwner/operator telephone:
Not reportedOwner/operator country:
Not reported
Not reportedOwner/operator address:
AMOCO OIL COOwner/operator name:
Owner/Operator Summary:
hazardous waste at any time
waste during any calendar month, and accumulates more than 1000 kg of
hazardous waste at any time; or generates 100 kg or less of hazardous
waste during any calendar month and accumulates less than 6000 kg of
Handler: generates more than 100 and less than 1000 kg of hazardousDescription:
Small Small Quantity GeneratorClassification:
05EPA Region:
AMOCO 18821 STATION (Continued) 1000463000
Page 19
MAP FINDINGS
Map ID
EDR ID NumberDirection
Distance
EPA ID NumberDatabase(s)SiteDistance (ft.)
Not reportedNFR Date Recorded:
Not reportedNFA/NFR Letter:
Not reported45 Report Received:
Not reported20 Report Received:
2014-02-20Non LUST Determination Letter:
Not reportedDate Section 57.5(g) Letter:
734Section 57.5(g) Letter:
Not reportedSite Classification:
Not reportedPRP Phone:
Not reportedPRP City,St,Zip:
Not reportedPRP Address:
Not reportedPRP Contact:
Not reportedPRP Name:
Not reportedEmail:
Not reportedProject Manager Phone:
Not reportedProject Manager:
02/14/2014IEMA Date:
Other PetroProduct:
0930255017IL EPA Id:
20140175Incident Num:
11/02/1999NFR Date Recorded:
09/24/1999NFA/NFR Letter:
Not reported45 Report Received:
Not reported20 Report Received:
Not reportedNon LUST Determination Letter:
Not reportedDate Section 57.5(g) Letter:
731Section 57.5(g) Letter:
Not reportedSite Classification:
Not reportedPRP Phone:
Warrenville, IL 60555PRP City,St,Zip:
28100 Torch Pkwy., 6-SPRP Address:
Lyle BrucePRP Contact:
Amoco Oil Co.PRP Name:
Melinda.Friedel@illinois.govEmail:
(217) 785-5736Project Manager Phone:
FriedelProject Manager:
09/27/1990IEMA Date:
GasolineProduct:
0930255017IL EPA Id:
902826Incident Num:
LUST:
1351 ft.
0.256 mi.
1/4-1/2 YORKVILLE, IL 60560
SSE 207 EAST MAIN N/A
10 LUSTAMOCO OIL #18821 S104526636
04/17/1990IEMA Date:
Fuel OilProduct:
0930255022IL EPA Id:
900999Incident Num:
LUST:
2333 ft. Site 1 of 2 in cluster D
0.442 mi.
1/4-1/2 YORKVILLE, IL 60560
South BOL109 BRIDGE ST. N/A
D11 LUSTHD BACK HOE S103294412
Page 20
MAP FINDINGS
Map ID
EDR ID NumberDirection
Distance
EPA ID NumberDatabase(s)SiteDistance (ft.)
LANDMedia Code:
BOLInterest Type:
Hd BackhoeInterest Name:
0930255022Inv Num:
170000623145Site Id:
BOL:
Not reportedNFR Date Recorded:
01/22/2008NFA/NFR Letter:
Not reported45 Report Received:
Not reported20 Report Received:
Not reportedNon LUST Determination Letter:
Not reportedDate Section 57.5(g) Letter:
731Section 57.5(g) Letter:
Not reportedSite Classification:
Not reportedPRP Phone:
Yorkville, IL 60560PRP City,St,Zip:
109 East Hydrolic St., P.O. Box 158PRP Address:
Robert DavidsonPRP Contact:
HD Back HoePRP Name:
Harry.A.Chappel@illinois.govEmail:
(217) 785-3913Project Manager Phone:
ChappelProject Manager:
HD BACK HOE (Continued)S103294412
08/01/2005NFR Date Recorded:
05/16/2005NFA/NFR Letter:
03/17/200545 Report Received:
02/15/200520 Report Received:
Not reportedNon LUST Determination Letter:
Not reportedDate Section 57.5(g) Letter:
P.A.Section 57.5(g) Letter:
Not reportedSite Classification:
Not reportedPRP Phone:
Not reportedPRP City,St,Zip:
Not reportedPRP Address:
Not reportedPRP Contact:
Not reportedPRP Name:
Matt.Urish@illinois.govEmail:
(217) 524-5596Project Manager Phone:
UrishProject Manager:
01/10/2005IEMA Date:
GasolineProduct:
0930255061IL EPA Id:
20050037Incident Num:
LUST:
2460 ft. Site 2 of 2 in cluster D
0.466 mi.
1/4-1/2 YORKVILLE, IL 60560
South 123 EAST HYDRAULIC AVENUE N/A
D12 LUSTGREITER MECHANICAL SERVICES S106781251
Page 21
ORPHAN SUMMARYCityEDR IDSite NameSite AddressZipDatabase(s)Count: 1 recordsYORKVILLES111894851KENDALL COUNTY HIGHWAY DEPARTMENT6780 ROUTE 4760560UIC, LUST, SPILLS, BOL Page OR-1
Page 1 of 1BID TABULATIONPUBLIC WORKS STORAGE SHEDUNITED CITY OF YORKVILLEBID TABULATIONENGINEER'S ESTIMATEBIDS RECD 7/13/2015 52 Wheeler RoadSugar Grove, IL 60554 ITEMUNITUNITUNITNO. DESCRIPTION UNIT QUANTITY PRICE AMOUNTPRICE AMOUNTPRICE AMOUNT1 DEMOLITION OF EXISTING MATERIAL STORAGE SHED L SUM 1 10,000.00$ 10,000.00$ 7,350.00$ 7,350.00$ 10,000.00$ 10,000.00$ 2 CONCRETE SLAB REMOVAL SQ YD 267 5.00 1,335.00 7.87 2,101.29 25.00 6,675.00 3 PAVEMENT REMOVAL SQ YD 36 5.00 180.00 44.11 1,587.96 15.00 540.00 4 EARTH EXCAVATION CU YD 115 25.00 2,875.00 21.00 2,415.00 50.00 5,750.00 5 PERIMETER EROSION BARRIER FOOT 125 3.00 375.00 4.20 525.00 3.00 375.00 6 INLET AND PIPE PROTECTION EACH 1 200.00 200.00 210.00 210.00 250.00 250.00 7 AGGREGATE BASE COURSE, 4" SQ YD 303 10.00 3,030.00 4.20 1,272.60 8.00 2,424.00 8 CAST-IN-PLACE CONCRETE L SUM 1 75,000.00 75,000.00 121,886.00 121,886.00 102,000.00 102,000.00 9 PRE-ENGINEERED POST FRAME BUILDING SYSTEM L SUM 1 75,000.00 75,000.00 70,895.00 70,895.00 117,072.00 117,072.00 10 BOLLARD EACH 6 500.00 3,000.00 788.00 4,728.00 700.00 4,200.00 11 RESTORATION SQ YD 100 15.00 1,500.00 8.93 893.00 7.50 750.00 12 NON-SPECIAL, NON-HAZARDOUS SOIL WASTE DISPOSAL - TYPE 1 CU YD 25 50.00 1,250.00 73.52 1,838.00 150.00 3,750.00 TOTAL 173,745.00 215,701.85 253,786.00Montgomery, IL 60538 Romeoville, IL 60446LITE CONSTRUCTION TRI-STATE ENTERPRISES, INC.711 S. Lake Street 150 Anton DriveENGINEERING ENTERPRISES, INC.52 WHEELER ROAD, SUGAR GROVE, ILLINOIS
FOUNDATION PLAN N
SECTIONA
CORNER BAR REINFORCINGC
D
HORIZONTAL REINFORCING AT
INTERSECTION OF CONCRETE WALLSSECTIONB
REVISIONS:BY:
SHEET TITLE:
SHEET NO:
PROJECT NUMBER:
DATE:
DRAWN BY:
CHECKED BY:
SCALE:
SHEET NO.OF
HUTTER TRANKINA ENGINEERINGC
15089
04-20-15
AS NOTED
RRO
JM
1
CHUTTER TRANKINA ENGINEERINGISSUED FOR PERMIT 05-01-15
HUTTER TRANKINA
ENGINEERING
GENERAL FOUNDATION NOTES:
CONCRETE NOTES:
1
S-1
FOUNDATION PLAN
SECTIONS & NOTESSTATE O F I LLIN
OI
SJOHN L .T RA
N
KINALICENSE
D
STRUCT U R A L ENGINEER49 0 1
WALL HEIGHT REVISED 05-15-15
Have a question or comment about this agenda item?
Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville,
tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/gov_officials.php
Agenda Item Summary Memo
Title:
Meeting and Date:
Synopsis:
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required:
Council Action Requested:
Submitted by:
Agenda Item Notes:
Reviewed By:
Legal
Finance
Engineer
City Administrator
Human Resources
Community Development
Police
Public Works
Parks and Recreation
Agenda Item Number
New Business #7
Tracking Number
PW 2019-37
Selection of Committee Liaisons
Public Works Committee – May 21, 2019
Selection of liaisons to the Park Board and Yorkville-Bristol Sanitary District.
Bart Olson Administration
Name Department
Have a question or comment about this agenda item?
Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville,
tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/gov_officials.php
Agenda Item Summary Memo
Title:
Meeting and Date:
Synopsis:
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required:
Council Action Requested:
Submitted by:
Agenda Item Notes:
Reviewed By:
Legal
Finance
Engineer
City Administrator
Human Resources
Community Development
Police
Public Works
Parks and Recreation
Agenda Item Number
New Business #8
Tracking Number
PW 2019-38
2019 Meeting Dates
Public Works Committee – May 21, 2019
Review of the remainder of 2019 meeting dates for the Public Works Committee.
Bart Olson Administration
Name Department
Page 1 of 2
2019 MEETING SCHEDULE
This meeting schedule is subject to revision. Upon revision, all entities that have lodged a
request for the meeting schedule will be sent the updated/revised schedule.
City Council Meeting 2nd & 4th Tuesday – 7:00 pm at City Hall
January 8 & 22 July 9 & 23
February 12 & 26 August 13 & 27
March 12 & 26 September 10 & 24
April 9 & 23 October 8 & 22
May 14 & 28 November 12 & 26
June 11 & 25 December 10
Administration Committee 3rd Wednesday – 6:00 pm at City Hall
January 16 July 17
February 20 August 21
March 20 September 18
April 17 October 16
May 15 November 20
June 19 December 18
Economic Development Committee 1st Tuesday – 6:00 pm at City Hall
January 2* (Wednesday, due to Jan. 1st holiday) July 2
February 5 August 6
March 5 September 3
April 2 October 1
May 7 November 5
June 4 December 3
Public Safety Committee Quarterly - 1st Thursday – 6:00 pm at City Hall
January 3 July 3* (Wednesday, due to July 4th holiday)
April 4 October 3
United City of Yorkville
800 Game Farm Road
Yorkville, Illinois 60560
Telephone: 630-553-4350
www.yorkville.il.us
Page 2 of 2
Public Works Committee 3rd Tuesday – 6:00 pm at City Hall
January 15 July 16
February 19 August 20
March 19 September 17
April 16 October 15
May 21 November 19
June 18 December 17
Fire and Police Commission Quarterly, 4th Wednesday - 6:00 pm at City Hall
January 23 July 24
April 24 October 23
Library Board Meeting 2nd Monday - 7:00 pm at Library
January 14 July 8
February 11 August 12
March 11 September 9
April 8 October 14
May 13 November 18* (due to Nov. 11th Veterans Day holiday)
June 10 December 9
Park Board 2nd Thursday bi-monthly – 6:30 pm at
Parks Maintenance Bldg – 185 Wolf Street
January 10 July 11
March 14 September 12
May 9 November 14
Planning and Zoning Commission 2nd Wednesday - 7:00 pm at City Hall
January 9 July 10
February 13 August 14
March 13 September 11
April 10 October 9
May 8 November 13
June 12 December 11
Police Pension Fund Board Quarterly, 2nd Tuesday - 5:00 p.m. at Police Dept.
February 12 August 13
May 21* (3rd Tuesday) November 12
Have a question or comment about this agenda item?
Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville,
tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council
Agenda Item Summary Memo
Title:
Meeting and Date:
Synopsis:
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required:
Council Action Requested:
Submitted by:
Agenda Item Notes:
Reviewed By:
Legal
Finance
Engineer
City Administrator
Human Resources
Community Development
Police
Public Works
Parks and Recreation
Agenda Item Number
Old Business #1
Tracking Number
PW 2018-102
East Alley Parking Lot – Update
Public Works Committee – May 21, 2019
A verbal update will be given at the meeting.
Bart Olson Administration
Name Department
Have a question or comment about this agenda item?
Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville,
tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council
Agenda Item Summary Memo
Title:
Meeting and Date:
Synopsis:
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required:
Council Action Requested:
Submitted by:
Agenda Item Notes:
Reviewed By:
Legal
Finance
Engineer
City Administrator
Human Resources
Community Development
Police
Public Works
Parks and Recreation
Agenda Item Number
Old Business #2
Tracking Number
PW 2019-27
Crosswalk at Route 47 and Main Street
Public Works Committee – May 21, 2019
Informational
Bart Olson Administration
Name Department
Engineering Enterprises, Inc.
Memo
To: Mr. Bart Olson
City Administrator
From: Colleen Jaltuch, P.E. and
Brad Sanderson, P.E.
Date: May 14, 2019
Re: IL Route 47 and Main Street Pedestrian Crossing
EEI Job #: YO1915-C
As requested, we investigated the pedestrian crossing at IL Route 47 and Main Street due to safety concerns
raised by the City and residents. We have investigated possible solutions to the current problems with vehicles
not stopping for pedestrians. Our options suggested are below.
1. The first option is to remove all components of the existing crosswalk across IL Route 47. This would
include removing the existing pedestrian crossing blinking signs, sidewalk ramps, detectable warnings,
depressed curb, and colored concrete crosswalk, and pavement markings. Barrier curb and new
sidewalk would be added. Previous sidewalk ramps would be restored with grass. The estimate of cost,
including design and construction is $30,000 - $40,000.
2. The second option is to add pedestrian hybrid beacons which would be located on mast arm
overhanging northbound and southbound traffic at the crossing. This would include removing the
existing pedestrian crossing blinking signs. The estimate of cost, including design and construction is
$60,000 - $76,000. Below are pictures of a pedestrian hybrid beacon and a sequencing diagram.
Engineering Enterprises, Inc.
Memo
3. The third option is to add a pedestrian bridge over IL Route 47. The improvements would include
removal of the existing pedestrian crossing blinking signs, sidewalk ramps, detectable warnings,
depressed curb, and crosswalk pavement markings. Barrier curb and new sidewalk would be added.
The pedestrian bridge would connect from the southeast quadrant of the intersection at Ron Clark Park
to the northwest quadrant of the intersection at Yorkville Town Square Park. The bridge would include
spiral ramps to be ADA accessible. The estimate of cost, including design and construction is $925,000
- $1,025,000. Below are pictures of pedestrian bridges with spiral ramps.
Please let us know if you would like to discuss or would like additional information.
Summary
Discuss the pedestrian crossing on IL Route 47 at Main Street due to safety concerns.
Background
Discussion regarding pedestrian crossing signage on IL Route 47 began in 2015 during the
reconstruction and widening of the roadway. An analysis was performed by EEI and approval to
construct the crosswalk signage and pavement markings was given by the City Council and IDOT in
April 2016.
The original investigation in December 2015, was performed by EEI. The December 8, 2015
staff memo is attached with the detail of the analysis. From that investigation, it was determined that IL
Route 47 at the intersection with Main Street is a five (5)-lane roadway, two (2) lanes each direction
with a left-turn lane on the northbound approach and a bidirectional left-turn lane on the southbound
approach. The width of the roadway is 63 feet. The Average Daily Traffic (ADT) along IL Route 47 at
this intersection is 19,500 vehicles per day (taken from the traffic count map on IDOT’s website).
Because of the traffic counts, minimal pedestrian traffic, and very few gaps in traffic long enough for
pedestrians to cross at this location, EEI recommended that the signage and markings NOT be installed
at this location. Because IDOT had already constructed the crosswalk into the pavement, the City
installed other measures to enhance driver awareness, such as adding LED lights to the sign, and
additional pavement markings to provide active warning of pedestrian presence.
There have been several concerns from residents and council members, since the installation of
the signage and pavement markings, regarding the safety of the crosswalk. Most recently, City Council
members and staff received a complaint, via email accompanied with a video on March 24, 2019,
showing an adult and child crossing the intersection with vehicles ignoring the state law to yield for
pedestrians. The vehicles continued to travel by while the pedestrians were running across the street
while staying within the crosswalk. It was shown that the pedestrians and motorists came close to a
collision at least once as they were crossing IL Route 47. This was very concerning to watch. Because
of the location of Town Square Park and the number of children and adults that cross in this area
because of the perceived safety of the crosswalk with the pavement markings and signage there is doubt
about the safety of this crosswalk. Currently, at this location, vehicles per day has increased from
19,500 ADT in 2015 to 22,400 ADT in 2019 (source:
https://www.gettingaroundillinois.com/gai.htm?mt=aadt).
Staff has pre-emptively discussed the removal of the crosswalk with IDOT. Preliminarily, they
noted that, the crosswalk (different pavement type and color than the roadway) would need to be
removed. Also, the pavement markings, signage, depressed curb and sidewalk leading up to the
crossing would need to be removed. Additional work to be completed would encompass, a replacement
of the depressed curb with a barrier curb and grass would need to be planted where the sidewalk leading
Memorandum
To: Public Works Committee
From: Erin Willrett, Assistant City Administrator
CC: Bart Olson, City Administrator
Date: April 17, 2019
Subject: Illinois Route 47/Main Street Pedestrian Crosswalk
up to the crossing was removed. A permit would be required from IDOT to move forward with the
project. At that point, IDOT would formally investigate all requirements of removing the crosswalk
based on the requirements of the Illinois Access Code and also review the agreement for cost
participation and maintenance.
Recommendation
After further review of the crosswalk and verifying the increase in vehicles per day, as recorded
by IDOT, it is recommended that a permit be applied for from IDOT to remove the crossing at IL Route
47 and Main Street.
There are 11 pedestrian crossings across IL Route 47 within Yorkville city limits. Of the 11 crossings,
only three (3) locations are located outside of a traffic signal: one (1) at Orange Street, one (1) at
Hydraulic Street and one (1) at Main Street. At Orange Street, a set of school crossing signs have been
installed that light up when a pedestrian push button is activated. A crossing guard is also present before
and after school to aid the students in crossing IL Route 47. The crossings at Hydraulic Street and Main
Street do not currently have lighted signs. A map showing the crossings along IL Route 47 is attached.
As requested, we investigated the pedestrian crossing on IL Route 47 at Main Street due to safety
concerns raised by the City. Our findings are below.
Existing Conditions and Observations:
On Friday, December 4th, 2015, EEI personnel completed field investigations of the existing conditions
and traffic patterns along IL Route 47 at Main Street.
IL Route 47 at the intersection with Main Street is a five (5)-lane roadway, two (2) lanes each direction
with a left-turn lane on the northbound approach and a bidirectional left-turn lane on the southbound
approach. The width of the roadway is 63 feet. The average daily traffic along IL Route 47 at this
location is 19,500 vehicles per day (taken from the traffic count map on IDOT’s website).
Signage/Markings
On northbound IL Route 47, a pedestrian crossing ahead sign is provided approximately 250’ in advance
of the crosswalk at Main Street, with a pedestrian crossing sign also located at the crosswalk. On
southbound IL Route 47, a pedestrian crossing ahead sign is provided approximately 260’ in advance of
the crosswalk, with a pedestrian crossing sign also located at the crosswalk. The crosswalk is delineated
by two (2) 6” wide white transverse markings with red colored concrete in between. Main Street is
controlled by stop signs at both approaches and IL Route 47 is uncontrolled. A view of the crossing
facing northbound is on the following page.
Memorandum
To: Bart Olson, City Administrator
From: Brad Sanderson, EEI
Collette Frohlich, EEI
CC: Eric Dhuse, Director of Public Works
Krysti Barksdale-Noble, Community Dev. Director
Lisa Pickering, Deputy City Clerk
Date: December 8, 2015
Subject: Rt 47 and Main Street – Pedestrian Crossing
Photo 1. Crosswalk on IL Route 47 at Main Street, Facing Northbound
Traffic and Pedestrian Patterns
Vehicular and pedestrian traffic was counted from 6:45am to 8:45 am and from 2:00 pm to 4:00 pm for
the intersection of IL Route 47 and Main Street. During each of the time periods counted, a peak 30-
minute period was identified. The table below shows the AM and PM ½ hour peak observed.
Time Period December 2015
Opposing Traffic Pedestrians
7:56-8:25 AM 911 1
3:25-3:54 PM 985 3
All pedestrians that crossed IL Route 47 at Main Street crossed the first two (2) lanes of traffic, waited in
the bi-directional left turn lane, and crossed the other two (2) lanes of traffic when there was a large
enough gap for them to continue. It was generally observed that the majority of the pedestrian traffic
crossed IL Route 47 at Somonauk Street.
In addition to vehicular and pedestrian traffic counts, gaps in traffic greater than 21 seconds were also
recorded as a gap long enough for a pedestrian to cross at this location. The 21 second interval was
estimated using a crossing speed of 3.5 feet per second (taken from the MUTCD) and a pedestrian startup
time of 3 seconds. There were five (5) gaps in the traffic on IL Route 47 that met that length in the AM
period and five (5) gaps recorded in the PM period. According to the Institute of Transportation
Engineers, longer crossing times are needed for school-aged children. They recommend using 2.0 feet
per second for elementary school children, 2.5 feet per second for middle school children, and 3.0 feet per
second for high school children. Based on those crossing speeds, only one (1) gap in the PM period was
long enough for elementary and middle school students, and two (2) additional gaps in the AM period
were long enough for high school students. There were no gaps in the AM period that were long enough
for elementary or middle school students.
Sight Distance
One concern raised by the City was possible sight distance constraints of northbound motorists due to the
steep grade of the approach. According to the AASHTO Green Book, the stopping sight distances on
upgrades of 3% and 6% are 237 feet and 229 feet, respectively. Since the IL Route 47 improvement plans
show a grade of 5.5% on the northbound approach, the stopping sight distance required would be slightly
over 230 feet. When viewing the crossing from the pedestrian ahead crossing on the northbound
approach, the pedestrian crossing sign is visible (see Photo 2 below). Since the pedestrian ahead sign is
located approximately 250 feet from the crossing as stated earlier in this memo, it appears that the
stopping sight distance requirement is fulfilled, although it may be more difficult for motorists to see
smaller pedestrians at that distance.
Photo 2. Northbound Approach of Pedestrian Crossing
Street Lighting
Another concern raised by the City was visibility of the pedestrians to passing motorists during nighttime
conditions. There is currently an overhead light at the southeast corner of the intersection which provides
some illumination. Similar lighting was also present before the recent IL Route 47 improvements. With
the IL Route 47 lighting project, there will be four (4) additional light poles installed near the intersection
in early 2016; two (2) on IL Route 47 and two (2) on Main Street. This will increase the visibility of the
crosswalk and pedestrians and will meet the current standards.
Analysis and Review of Conditions
The section on crosswalks in the MUTCD is in the process of being updated. The updated portion will
read as follows:
“New marked crosswalks alone, without other measures (enhancements) designed to reduce traffic
speeds, shorten crossing distances, enhance driver awareness of the crossing, and/or provide active
warning of pedestrian presence, should not be installed across uncontrolled roadways where either:
A. The roadway has four or more lanes of travel without a raised median or pedestrian refuge
island and an ADT of 12,000 vehicles per day or greater; or
B. The roadway has four or more lanes of travel with a raised median or pedestrian refuge island
and an ADT of 15,000 vehicles per day or greater, or:
C. The speed limit exceeds 35 mph (60 km/h).”
Since there are five (5) lanes of travel, no raised median or pedestrian refuge island present, an ADT of
19,500 vehicles per day, minimal pedestrian traffic, and very few gaps in traffic long enough for
pedestrians to cross at this location, we would recommend that a pedestrian crossing not be installed at
this location.
However, since the crossing has already been established, we have evaluated installing other measures to
enhance driver awareness of the crossing and provide active warning of pedestrian presence.
Signal Warrants
First, we reviewed the traffic signal warrants based on pedestrian volume. According to the MUTCD,
Signal Warrant 4, Pedestrian Volume, the minimum required number of pedestrians crossing the major
street at an intersection during an average day is 107 or more for each of any four hours or 133 or more
for any one hour period. For Signal Warrant 5, School Crossing, the minimum required number of
pedestrians is 20 during the highest crossing hour. Since neither warrant is met based on pedestrian
volume observed, the need for a traffic signal is not justified.
Pedestrian Hybrid Beacons
A pedestrian hybrid beacon is used to control traffic at an unsignalized location to assist pedestrians in
crossing at a marked crosswalk. It can be used at locations where a traffic signal is not warranted or the
decision was made to not install a traffic control signal. However, the guidelines for installation of a
pedestrian hybrid beacon require a minimum pedestrian volume of 20 for one hour of an average day.
The pedestrian volume observed does not fit this criterion, so installing a pedestrian hybrid beacon is not
justified.
Increasing Sign Conspicuity
Since traffic signals and pedestrian hybrid beacons are not warranted, another option is increasing the sign
conspicuity of the pedestrian crossing signs. Section 2A.15 of the MUTCD offers several suggestions to
accomplish this. Some options that could be used include: adding a red or orange flag above signs,
adding a warning beacon to the sign, adding LED lights to the sign, or adding a strip of retroreflective
material to the sign support.
Pavement Markings
Pavement markings can also be used to supplement the conspicuity of a crosswalk, such as adding ladder
markings within the transverse crosswalk lines. However, because of the grade of the northbound
approach, motorists cannot see the crosswalk markings until they are fairly close. For that reason, this
may not be an appropriate option.
Conclusions and Recommendation
If the City chooses to enhance driver awareness, based on our observations we would recommend signage
enhancements to the pedestrian crossing. We recommend the Rectangular Rapid Flashing Beacon
(RRFB) as it is more conspicuous to motorists. Photo 3 (below) shows an example of a RRFB assembly
at a crosswalk. We recommend replacing the existing pedestrian crossing signs accompanying the
“AHEAD” plaque to be replaced with LED blinker signs. We also recommend replacing the existing
signage assemblies at the crosswalk (pedestrian crossing signs with diagonal downward arrow plaques)
with RRFB assemblies with pedestrian push buttons (new assemblies to include the pedestrian crossing
sign and diagonal downward arrow plaque). A signage enhancement exhibit is attached.
Photo 3. Sample RRFB Installation in Phoenix, AZ
Signage Costs
The flashing blinker signs are approximately $1,800 per sign. The RRFB assemblies with pedestrian
push button (including the pedestrian crossing sign and diagonal downward arrow plaque) cost
approximately $5,000 per assembly. The total cost of the proposed signage enhancements is
approximately $13,600.
IDOT/FHWA Requirements
Since the signage enhancements would be performed within state right-of-way, an IDOT highway permit
will be required. The Highway Permit form (OPER 1045) will need to be filled out including a
description of the proposed work, location map, detailed drawings, traffic studies, traffic control plan and
other pertinent information. IDOT will review the permit request and determine if anything other
information is required to be submitted, such as the Individual Highway Permit Bond (OPER 1046).
The RRFB is not in the current version of the MUTCD but an Interim Approval (IA-11) Memorandum
has been issued. In order to install the RRFB, the Federal Highway Administration requires a letter to
request approval of installation.
Future Considerations
Further study may be prudent in warmer weather as pedestrian counts may be higher in the spring or
summer months than what was observed at this time. In addition, more commercial development may
warrant review of the safety of the crossing to ensure that no changes in traffic patterns or pedestrians
affect the safety and mobility.
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ROUTE 47 CROSSWALKS
DATE:
PROJECT NO.:
FILE:
BY:
AUGUST 2015
YO1109
YO1109_CROSSWALK.MXD
KKP
ILLINOIS ROUTE
47 IMPROVEMENTS
UNITED CITY OF YORKVILLE, ILLINOIS
0 600 1,200
Feet
Legend
[_Crosswalks
Traffic Signals
Engineering Enterprises, Inc.
52 Wheeler Road
Sugar Grove, Illinois 60554
(630) 466-6700
www.eeiweb.com
PATH:H:\GIS|PUBLIC\YORKVILLE\2011\YO1109
United City of Yorkville
800 Game Farm Road
Yorkville, IL 60560
NORTH°
CROSSWALK WITH
FLASHING SIGNS
Have a question or comment about this agenda item?
Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville,
tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council
Agenda Item Summary Memo
Title:
Meeting and Date:
Synopsis:
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required:
Council Action Requested:
Submitted by:
Agenda Item Notes:
Reviewed By:
Legal
Finance
Engineer
City Administrator
Human Resources
Community Development
Police
Public Works
Parks and Recreation
Agenda Item Number
Old Business #3
Tracking Number
PW 2019-28
Plow Trucks - Status
Public Works Committee – May 21, 2019
Informational
Eric Dhuse Public Works
Name Department
Summary
The committee asked staff to put together specifications and pricing for new plow trucks
to start replacing the aging fleet.
Background
After the downturn in the economy in 2007/2008, the city stopped following the vehicle
replacement program that traded in trucks on a regular schedule. Since that time, we have only
been able to purchase one new dump truck in 2016. Besides the one new dump truck, our fleet
ranges from 11-16 years old.
To be able to provide the services that expected, it is imperative that we make a
commitment to replacing the aging fleet. Our dump trucks are no longer reliable to perform the
work they were purchased to do, and they are costing the city extra money in repairs. During the
past snow season, it was very common to have at least one or two trucks down for service during
any given snow event. When trucks are out of service, it can create a very serious domino effect.
If we cannot provide timely service to clear the roads or salt them, this leads to packing snow or
accumulating ice which leads to very dangerous driving conditions which can lead to increased
accidents. We realize that we can’t be everywhere at once, but when two trucks are down it
increases our operation time by 2-4 hours overall depending on the event and operation.
In addition to the trucks up for discussion today, we will have to budget for at least one
dump truck and one pickup truck in every budget year for next 5 years to get back on track of
replacing vehicles on a schedule. While we are looking at vehicle replacement, I would like to
mention that we need to get back on track with the equipment replacement as well. Our street
sweeper, skid steer, mowers, utility tractor, wheel loader and backhoe all should be looked at for
replacement or should have been replaced by now.
Recommendation
It is my recommendation to purchase two new single axle dump trucks at a cost of
$201,055 each for a total cost of $402,110. In addition to snow and ice control, these trucks will
be set up with what is called an asphalt body which will allow us to dump hot mix asphalt
directly into the paver instead of dumping it on the ground and filling the paver or loading it one
tractor bucket at a time from the truck to the paver. This will dramatically increase our
efficiency in paving and quality of the finished product.
I recommend that we purchase the trucks through Sourcewell which was formerly known
as NJPA (National Joint Powers Alliance). This is a cooperative purchasing program that
performs all the background, due diligence and guarantees prices to government, educational,
and nonprofit organizations. We see this as a great alternative to using the state purchase
program which only offers one truck and one body fabricator. With Sourcewell, we can
Memorandum
To: Public Works Committee
From: Eric Dhuse, Director of Public Works
CC: Bart Olson, Administrator
Date: May 15, 2019
Subject: Plow trucks – Status
purchase trucks that we feel are far superior to the truck offered on the state purchase. If we are
going to keep these trucks for 10+ years, we need to have reliable trucks.
At this time there is no money budgeted for this purchase. If the committee would like to
move forward I will work with city staff to explore budgeting options such as using pw capital
funds from the Raintree development agreement, using surplus funds from the previous year,
procuring a bank loan, or other options that staff may come up with.
I would ask that this be placed on the May 21, 2019 Public Works Committee agenda for
discussion. If you have any questions or need further information, please let me know.
Have a question or comment about this agenda item?
Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville,
tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/gov_officials.php
Agenda Item Summary Memo
Title:
Meeting and Date:
Synopsis:
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required:
Council Action Requested:
Submitted by:
Agenda Item Notes:
Reviewed By:
Legal
Finance
Engineer
City Administrator
Human Resources
Community Development
Police
Public Works
Parks and Recreation
Agenda Item Number
Old Business #4
Tracking Number
PW 2019-29
Water Department Superintendent – Personnel Recruitment Update
Public Works Committee – May 21, 2019
N/A
Majority
Approval
See attached memo.
Bart Olson Administration
Name Department
Summary
Review of a proposed amendment to the Superintendent of Water and Sewer salary range.
Background
This agenda item was last discussed at the April Public Works Committee meeting. At that
meeting, the Committee heard an update on the two failed recruitments in the Water Division of the
Public Works Department, and that the next step would be a recommendation for an increased salary
range for the Superintendent of Water and Sewer.
The Superintendent of Water and Sewer position was created in December 2018, and the range
was created at $75,000 to $105,000, to be internally comparable to the Superintendent of Parks and
Recreation positions. The resolution from that authorization is attached.
To set the new salary range, Director Dhuse has compiled a wide range of external comparable
positions. While this a wider set of comparable positions and municipalities than we would typically
use, we felt it was necessary to cast a wide net based on the failure of the original job recruitment.
Based on this data and the feedback we received from some of the applicants in the last round, our
recommendation is to move the salary range from $75,000 - $105,000, to a new salary range of $87,000
to $118,000.
Recommendation
Staff recommends approval of the revised salary range for the Superintendent of Water and
Sewer.
Memorandum
To: City Council
From: Bart Olson, City Administrator
CC:
Date: May 16, 2019
Subject: Water Superintendent/Foreman Recruitment
Community Position Salary Salary Salary
17‐Nov 18‐May 19‐May
3% Inc. 3% Inc.
1 Oswego Supt. Shop Operations $59,691.00 $61,481.73 $65,023.00
2 Oswego Supt. Street Operations $73,281.00 $75,479.43 $74,726.00
3 Elburn Supt. Of PW $78,000.00 $80,340.00 $82,750.20
Montgomery Supt. of Water and Sewer $88,433.00
Montgomery Supt. of Streets $87,595.00
4 St. Charles PW Division Mgr $78,137.00 $80,481.11 $93,192.00
5 Plano Water Supt. $79,046.00 $81,810.00 $84,264.30
6 St. Charles PW Division Mgr $80,205.00 $82,611.15 $89,642.00
7 St. Charles PW Admin Coord. $80,499.00 $82,913.97 $78,259.00
8 Geneva Supt of Streets and Fleets $81,750.00 $84,202.50 $103,445.00
9 Plano Streets Supt. $83,069.00 $83,645.00 $86,154.35
10 St. Charles PW Mgr. Public Services $84,802.00 $87,346.06 $112,911.00
14 Carol Stream Garage Supervisor $86,974.00 $89,583.22 $93,193.00
15 Carol Stream Building Maint. Supervisor $88,164.00 $90,808.92 $103,994.00
16 Shorewood Utility Supervisor $88,317.00 $90,966.51 $88,316.00
17 Carol Stream Supt. Of Operations $89,257.00 $91,934.71 $118,001.00
18 Lisle PW Supt. $89,816.00 $92,510.48 $98,143.00
19 St. Charles Fleet Manager $91,002.00 $93,732.06 $88,090.00
20 Lisle Facilities Manager $91,364.00 $94,104.92 $95,747.00
21 Sugar Grove Streets and Properties Super. $92,732.00 $95,513.96 $95,896.00
23 Bartlett Wastewater Supervisor $95,143.00 $97,997.29 $102,482.00
24 N. Aurora Supt. Streets $97,894.00 $100,830.82 $109,583.00
25 Batavia Supt. Water $98,607.00 $101,565.21 $116,493.00
26 Geneva Supt. Of Water and Wastewater $99,586.00 $102,573.58 $117,316.00
27 Carol Stream Street Supervisor $100,840.00 $103,865.20 $91,108.00
28 Lemont Water & Sewer Supervisor $101,140.00 $104,174.20 $108,323.00
29 Channahon Engineering Project Manager $101,221.00 $104,257.63 $105,600.00
30 Minooka Supt. Of Public Works $103,036.00 $103,809.00 $106,923.27
31 Plainfield Supt. Streets $103,500.00 $106,605.00 $108,742.00
32 Sugar Grove Utilities Supervisor $107,062.00 $110,273.86 $113,957.00
34 St. Charles Water Division Mgr $109,496.00 $112,780.88 $99,181.00
35 Winfield PW Supt. $111,255.00 $117,458.00 $120,981.74
36 Plainfield Supt. Wastewater $111,465.00 $114,808.95 $117,104.00
37 Plainfield Supt. Of Public Improvements $111,465.00 $114,808.95 $117,104.00
38 Bartlett Water Supervisor $113,974.00 $117,393.22 $118,580.00
39 Carol Stream Utilities Supervisor $114,188.00 $117,613.64 $91,187.00
40 Batavia Supt. Wastewater $115,790.00 $119,263.70 $122,304.00
42 Channahon Street Supt. $116,297.00 $119,785.91 $123,379.49
43 N. Aurora Supt. Water $116,314.00 $119,803.42 $120,432.00
44 Bartlett Supt. Of Grounds $119,695.00 $123,285.85 $124,530.00
45 St. Charles PW manager of Env. Svcs $120,489.00 $124,103.67 $120,329.00
46 Batavia Supt. Streets $120,998.00 $124,627.94 $127,806.00
Actual position salary
Average $97,139.03 $100,028.79 $102,648.10
15% below average $82,568.17 $85,024.47 $87,250.89
Average $97,139.03 $100,028.79 $102,648.10
15% above average $111,709.88 $115,033.11 $118,045.32
Current approved Salary Range $75,000.00 to $105,000.00
Proposed New Salary Range $87,000.00 to $118,000.00
Attachment III
Resolution No. 2018-
A RESOLUTION OF THE UNITED CITY OF YORKVILLE,KENDALL COUNTY,ILLINOIS
APPROVING A REVISED SALARY SCHEDULE AND STEP INCREASE
WHEREAS, the United City of Yorkville, Kendall County, Illinois (the "City") is a duly
organized and validly existing non-home rule municipality created in accordance with the
Constitution of the State of Illinois of 1970 and the laws of this State; and,
WHEREAS, the Mayor and City Council (the "Corporate Authorities") desire to further
review and update its salary schedule for non-union and exempt employees which had been
reviewed and updated in March of 2018; and,
WHEREAS, the Corporate Authorities reviewed a current survey of comparable
municipalities for all non-union positions and believe that salary ranges as established in the
Resolution of March of 2018 were competitive within the marketplace as well as reasonable
within the current economic climate; and,
WHEREAS, in addition to establishing updated salary ranges for non-union positions,
the Corporate Authorities reviewed a step increase to allow non-union/non-exempt employees to
move one step per year based on personnel evaluations and budgetary constraints; and,
WHEREAS, after discussion and consideration of both the updated salary ranges and the
step increase as approved, the Corporate Authorities passed Resolution 2018-14 on March 27,
2018 and now wish to repeal and pass this Resolution in its stead in order to adopt a revised list
of Non-Union/Exempt Employees to add a position and a revised Schedule of Step Increases.
NOW, THEREFORE, BE IT RESOLVED, by the Mayor and City Council of the
United City of Yorkville, Kendall County, Illinois, as follows:
Section 1. That Resolution 2018-14 is hereby repealed.
Resolution No.2018--YL
Page 1
Section 2. That the Non-Union/Exempt Employees Salary Range Schedule attached
hereto and made a part hereof by reference as Exhibit A, is hereby approved.
Section 3. That the Schedule of Step Increases for Non-Union/Non-Exempt
Employees attached hereto and made a part hereof as Exhibit B, is hereby approved.
Section 4. That this Resolution shall be in full force and effect from and after its
passage and approval as provided by law.
PASSED by the Mayor and City Council of the United City of Yorkville, Illinois, this
11th day of December, 2018.
CARLO COLOSIMO KEN KOCH
JACKIE MILSCHEWSKI ARDEN JOE PLOCHER
1
CHRIS FUNKHOUSER JOEL FRIEDERS
SEAVER TARULIS JASON PETERSON
APPROVED:
041
Mayor
Attest:
d""'
City Clerk
Resolution No.2018- 30
Page 2
Exhibit A
Non-Union/Exempt Employees Min Max
Parks and Rec Parks and Recreation Director(Exempt) 99,220 148,397
Admin Assistant City Administrator(Exempt) 102,289 144,267
ComDev Community Development Director(Exempt) 101,485 143,178
PW Public Works Director(Exempt) 100,653 142,915
Finance Finance Director(Exempt) 99,278 138,588
Police Deputy Chief(Exempt) 96,756 138,037
ComDev Building Code Official(Exempt) 78,685 109,985
Parks and Rec Superintendent of Parks(Exempt) 75,000 105,000
Parks and Rec Superintendent of Recreation(Exempt) 75,000 105,000
PW PROPOSED SUPT OF WATER/SEWER 75,000 105,000
Parks and Rec Parks Foreman(Exempt) 67,465 95,000
PW Sewer Foreman(Exempt) 67,465 95,000
PW Streets Foreman(Exempt) 67,465 95,000
PW Water Foremon(Exempt) 67,465 95,000
ComDev Senior Planner(Exempt) 66,947 88,389
Police Executive Assistant(PD) (Exempt) 50,734 68,122
Admin Executive Assistant/Deputy Clerk(Exempt) 49,578 66,929
Parks and Rec Recreation Manager(Exempt) 44,356 63,396
Parks and Rec Recreation Coordinator(Exempt) 38,389 57,538
Parks and Rec Child Development Coordinator(Exempt) 34,133 44,880
Exhibit B
t
steps 1 2 3 4 5 6 7 8 9 10
Non-Union/Non-Exempt Employees
Administration
Administrative Assistant 46,073 47,528 49,064 50,600 52,132 53,864 55,593 57,716 59,702 62,084
3.16% 3.23% 3.13% 3.03% 3.32% 3.21% 3.82% 3.44% 3.99%
Administrative Secretary 46,073 47,528 49,064 50,600 52,132 53,864 55,593 57,716 59,702 62,084
3.16% 3.23% 3.13% 3.03% 3.32% 3.21% 3.82% 3.44% 3.99%
Office Receptionist 40,960 42,255 43,619 44,984 46,348 47,886 49,424 51,312 53,077 55,195
3.16% 3.23% 3.13% 3.03% 3.32% 3.21% 3.82% 3.44% 3.99%
Community Development
Code Inspector 53,786 55,485 57,277 59,071 60,860 62,880 64,899 67,378 69,696 72,477
3.16% 3.23% 3.13% 3.03% 3.32% 3.21% 3.82% 3.44% 3.99%
Property Maintenance Inspector 55,000 56,738 58,571 60,404 62,234 64,300 66,365 68,900 71,270 74,113
3.16% 3.23% 3.13% 3.03% 3.32% 3.21% 3.82% 3.44% 3.99%
Receptionist/Building Dept Clerk 43,242 44,609 46,050 47,491 48,930 50,554 52,178 54,171 56,034 58,270
3.16% 3.23% 3.13% 3.03% 3.32% 3.21% 3.82% 3.44% 3.99%
Finance
Accounting Clerk 49,971 51,550 53,216 54,881 56,544 58,422 60,297 62,600 64,754 67,337
3.16% 3.23% 3.13% 3.03% 3.32% 3.21% 3.82% 3.44% 3.99%
Senior Accounting Clerk 62,187 64,153 66,225 68,297 70,367 72,703 75,037 77,903 80,583 83,799
3.16% 3.23% 3.13% 3.03% 3.32% 3.21% 3.82% 3.44% 3.99%
Utility Billing Clerk 47,391 48,889 50,468 52,047 53,624 55,405 57,184 59,367 61,410 63,860
3.16% 3.23% 3.13% 3.03% 3.32% 3.21% 3.82% 3.44% 3.99%
Police Department
Police Records Clerk 42,711 44,060 45,484 46,907 48,329 49,933 51,536 53,504 55,345 57,553
3.16% 3.23% 3.13% 3.03% 3.32% 3.21% 3.82% 3.44% 3.99%