City Council Packet 2018 04-24-18
AGENDA
CITY COUNCIL MEETING
Tuesday, April 24, 2018
7:00 p.m.
City Hall Council Chambers
800 Game Farm Road, Yorkville, IL
Call to Order:
Pledge of Allegiance:
Roll Call by Clerk: WARD I WARD II WARD III WARD IV
Carlo Colosimo Jackie Milschewski Chris Funkhouser Seaver Tarulis
Ken Koch Arden Joe Plocher Joel Frieders Alex Hernandez
Establishment of Quorum:
Amendments to Agenda:
Presentations:
1. AECom Lake Michigan Study
Public Hearings:
Citizen Comments on Agenda Items:
Consent Agenda:
1. PW 2018-35 Water Department Reports for January, February and March 2018
2. PW 2018-38 Whispering Meadows Completion of Improvements – Change Order No. 1 – authorize
the Mayor to execute
3. PW 2018-39 Whispering Meadows Completion of Improvements – Professional Services Agreement –
Construction Engineering – authorize the Mayor and City Clerk to execute
4. PW 2018-40 Fox Highlands – Raintree Village Water Main Interconnect – Contract Award – accept bid
and award contract to Vian Construction Co., Inc., in an amount not to exceed $292,304.00
5. PW 2018-41 MFT Supplemental Resolution for FY 2019 General Maintenance Appropriation -
authorize the City Clerk to execute
6. PW 2018-43 IMS Pavement Management System Proposal – accept proposal in an amount not to
exceed $47,257.00 and authorize the Mayor to execute
7. PW 2018-44 Metronet – Cannonball Trail Grant of Utility Easement Agreement – authorize the Mayor
to execute
Minutes for Approval:
1. Minutes of the Regular City Council – March 27, 2018
United City of Yorkville
800 Game Farm Road
Yorkville, Illinois 60560
Telephone: 630-553-4350
www.yorkville.il.us
City Council Agenda
April 24, 2018
Page 2
Bills for Payment (Informational): $851,519.52
Mayor’s Report:
1. CC 2018-17 Proclamation for Rain Barrel Month
2. CC 2018-18 Suicide Prevention Proclamation and Outreach
3. CC 2018-19 Monthly Treasurer’s Report for March 2018
4. CC 2018-20 Information Technology Services
a. Resolution Approving an Intergovernmental Agreement as Revised for the Sharing of Information
Technology Services Between the Village of Oswego, Kendall and Will Counties, Illinois and the
United City of Yorkville, Kendall County, Illinois
b. Resolution Approving a First Amendment to the Professional Services Agreement for Information
Technology Services By and Between Interdev, LLC and the United City of Yorkville, Illinois
Public Works Committee Report:
Economic Development Committee Report:
Public Safety Committee Report:
Administration Committee Report:
Park Board:
1. CC 2018-21 Friends of Clark Park Proposal
Planning and Zoning Commission:
1. PZC 2018-02 Ordinance Approving Amended Freestanding Sign Conditions for the Kendall
Marketplace Planned Unit Development
2. PZC 2018-05 Ordinance Approving Amended Conditions for the Kendall Marketplace Planned Unit
Development
3. PZC 2018-04 and EDC 2018-29 Prestwick/Ashley Pointe Subdivision
a. Ordinance Approving a Third Amendment to the Annexation Agreement of Yorkville Farms
Development and the United City of Yorkville (Prestwick of Yorkville Subdivision)
b. Ordinance Approving the Amended Final Plat of Resubdivision for the Yorkville Christian School
Subdivision
City Council Report:
City Clerk’s Report:
Community and Liaison Report:
Staff Report:
Additional Business:
Executive Session:
1. For the discussion of minutes of meetings lawfully closed under the Open Meetings Act, whether for
purposes of approval by the body of the minutes or semi-annual review of the minutes.
City Council Agenda
April 24, 2018
Page 3
Citizen Comments:
Adjournment:
COMMITTEES, MEMBERS AND RESPONSIBILITIES
ADMINISTRATION: May 16, 2018 – 6:00 p.m. – City Hall Conference Room
Committee Departments Liaisons
Chairman: Alderman Milschewski Finance Library
Vice-Chairman: Alderman Plocher Administration
Committee: Alderman Funkhouser
Committee: Alderman Hernandez
ECONOMIC DEVELOPMENT: May 1, 2018 – 6:00 p.m. – City Hall Conference Room
Committee Departments Liaisons
Chairman: Alderman Koch Community Development Planning & Zoning Commission
Vice-Chairman: Alderman Colosimo Building Safety & Zoning Kendall Co. Plan Commission
Committee: Alderman Frieders
Committee: Alderman Hernandez
PUBLIC SAFETY: July 5, 2018 – 6:30 p.m. – City Hall Conference Room
Committee Departments Liaisons
Chairman: Alderman Colosimo Police School District
Vice-Chairman: Alderman Tarulis
Committee: Alderman Plocher
Committee: Alderman Funkhouser
PUBLIC WORKS: May 15, 2018 – 6:00 p.m. – City Hall Conference Room
Committee Departments Liaisons
Chairman: Alderman Frieders Public Works Park Board
Vice-Chairman: Alderman Koch Engineering YBSD
Committee: Alderman Milschewski Parks and Recreation
Committee: Alderman Tarulis
UNITED CITY OF YORKVILLE
WORKSHEET
CITY COUNCIL
Tuesday, April 24, 2018
7:00 PM
CITY COUNCIL CHAMBERS
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AMENDMENTS TO AGENDA:
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PRESENTATIONS:
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1. AECom Lake Michigan Study
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CITIZEN COMMENTS ON AGENDA ITEMS:
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CONSENT AGENDA:
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1. PW 2018-35 Water Department Reports for January, February and March 2018
□ Approved: Y ______ N ______ □ Subject to __________________________________________
□ Removed ________________________________________________________________________
□ Notes _____________________________________________________________________________
_____________________________________________________________________________________
_____________________________________________________________________________________
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2. PW 2018-38 Whispering Meadows Completion of Improvements – Change Order No. 1
□ Approved: Y ______ N ______ □ Subject to __________________________________________
□ Removed ________________________________________________________________________
□ Notes _____________________________________________________________________________
_____________________________________________________________________________________
_____________________________________________________________________________________
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3. PW 2018-39 Whispering Meadows Completion of Improvements – Professional Services Agreement –
Construction Engineering
□ Approved: Y ______ N ______ □ Subject to __________________________________________
□ Removed ________________________________________________________________________
□ Notes _____________________________________________________________________________
_____________________________________________________________________________________
_____________________________________________________________________________________
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4. PW 2018-40 Fox Highlands – Raintree Village Water Main Interconnect – Contract Award
□ Approved: Y ______ N ______ □ Subject to __________________________________________
□ Removed ________________________________________________________________________
□ Notes _____________________________________________________________________________
_____________________________________________________________________________________
_____________________________________________________________________________________
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5. PW 2018-41 MFT Supplemental Resolution for FY 2019 General Maintenance Appropriation
□ Approved: Y ______ N ______ □ Subject to __________________________________________
□ Removed ________________________________________________________________________
□ Notes _____________________________________________________________________________
_____________________________________________________________________________________
_____________________________________________________________________________________
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6. PW 2018-43 IMS Pavement Management System Proposal
□ Approved: Y ______ N ______ □ Subject to __________________________________________
□ Removed ________________________________________________________________________
□ Notes _____________________________________________________________________________
_____________________________________________________________________________________
_____________________________________________________________________________________
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7. PW 2018-44 Metronet – Cannonball Trail Grant of Utility Easement Agreement
□ Approved: Y ______ N ______ □ Subject to __________________________________________
□ Removed ________________________________________________________________________
□ Notes _____________________________________________________________________________
_____________________________________________________________________________________
_____________________________________________________________________________________
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MINUTES FOR APPROVAL:
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1. Minutes of the City Council – March 27, 2018
□ Approved: Y ______ N ______ □ Subject to __________________________________________
□ Removed ________________________________________________________________________
□ Notes _____________________________________________________________________________
_____________________________________________________________________________________
_____________________________________________________________________________________
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BILLS FOR PAYMENT:
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1. Bills for Payment (Informational)
□ Notes _____________________________________________________________________________
_____________________________________________________________________________________
_____________________________________________________________________________________
_____________________________________________________________________________________
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MAYOR’S REPORT:
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1. CC 2018-17 Proclamation for Rain Barrel Month
□ Approved: Y ______ N ______ □ Subject to __________________________________________
□ Removed ________________________________________________________________________
□ Notes _____________________________________________________________________________
_____________________________________________________________________________________
_____________________________________________________________________________________
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2. CC 2018-18 Suicide Prevention Proclamation and Outreach
□ Approved: Y ______ N ______ □ Subject to __________________________________________
□ Removed ________________________________________________________________________
□ Notes _____________________________________________________________________________
_____________________________________________________________________________________
_____________________________________________________________________________________
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3. CC 2018-19 Monthly Treasurer’s Report for March 2018
□ Approved: Y ______ N ______ □ Subject to __________________________________________
□ Removed ________________________________________________________________________
□ Notes _____________________________________________________________________________
_____________________________________________________________________________________
_____________________________________________________________________________________
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4. CC 2018-20 Information Technology Services
a. Resolution Approving an Intergovernmental Agreement as Revised for the Sharing of Information
Technology Services Between the Village of Oswego, Kendall and Will Counties, Illinois and the
United City of Yorkville, Kendall County, Illinois
□ Approved: Y ______ N ______ □ Subject to __________________________________________
□ Removed _________________________________________________________________________
b. Resolution Approving a First Amendment to the Professional Services Agreement for Information
Technology Services By and Between Interdev, LLC and the United City of Yorkville, Illinois
□ Approved: Y ______ N ______ □ Subject to __________________________________________
□ Removed _________________________________________________________________________
□ Notes _____________________________________________________________________________
_____________________________________________________________________________________
_____________________________________________________________________________________
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PARK BOARD:
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1. CC 2018-21 Friends of Clark Park Proposal
□ Approved: Y ______ N ______ □ Subject to __________________________________________
□ Removed ________________________________________________________________________
□ Notes _____________________________________________________________________________
_____________________________________________________________________________________
_____________________________________________________________________________________
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PLANNING AND ZONING COMMISSION REPORT:
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1. PZC 2018-02 Ordinance Approving Amended Freestanding Sign Conditions for the Kendall Marketplace
Planned Unit Development
□ Approved: Y ______ N ______ □ Subject to __________________________________________
□ Removed ________________________________________________________________________
□ Notes _____________________________________________________________________________
_____________________________________________________________________________________
_____________________________________________________________________________________
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2. PZC 2018-05 Ordinance Approving Amended Conditions for the Kendall Marketplace Planned Unit
Development
□ Approved: Y ______ N ______ □ Subject to __________________________________________
□ Removed ________________________________________________________________________
□ Notes _____________________________________________________________________________
_____________________________________________________________________________________
_____________________________________________________________________________________
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3. PZC 2018-04 and EDC 2018-29 Prestwick/Ashley Pointe Subdivision
a. Ordinance Approving a Third Amendment to the Annexation Agreement of Yorkville Farms
Development and the United City of Yorkville (Prestwick of Yorkville Subdivision)
□ Approved: Y ______ N ______ □ Subject to __________________________________________
□ Removed _________________________________________________________________________
b. Ordinance Approving the Amended Final Plat of Resubdivision for the Yorkville Christian School
Subdivision
□ Approved: Y ______ N ______ □ Subject to __________________________________________
□ Removed _________________________________________________________________________
□ Notes _____________________________________________________________________________
_____________________________________________________________________________________
_____________________________________________________________________________________
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ADDITIONAL BUSINESS:
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CITIZEN COMMENTS:
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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
Presentation #1
Tracking Number
PW 2018-45
AECom Lake Michigan Water Supply Report and Supplemental Route Study
City Council – April 24, 2018
PW 04/17/18
Moved forward to City Council agenda.
PW 2018-45
See attached memo.
Bart Olson Administration
Name Department
Summary
Review of a feasibility study for Lake Michigan water supply.
Background
In 2017, Yorkville and Oswego engaged AECom to conduct a feasibility study for Lake
Michigan water supply via the DuPage Water Commission. This study was authorized a staff level after
mutual discussions on the possibility that previous cost estimates for a Lake Michigan water supply
were higher than the cost estimates Bartlett is estimating. Bartlett is currently transitioning from
Elgin/Fox River water supply to Lake Michigan water supply through the DuPage Water Commission.
The AECom report is attached. Without getting into the details in advance of an expected full
presentation from AECom at the April 24th City Council meeting and a follow up presentation from EEI
at a meeting to be determined:
1. Lake Michigan is viable source of long-term water supply for Yorkville and Oswego, via
the Dupage Water Commission (cost notwithstanding).
2. DuPage Water Commission is aware of our interest and is willing to entertain our
inquiries.
3. System wide water pressure, especially in Oswego, would require some not-estimated
improvements to each City’s water system.
4. Internal water system storage reservoirs and water age may need to be addressed and are
not estimated by AECom.
5. Cost estimates for receiving stations are not included, but have been estimated separately
by EEI and AECom.
6. Very rough cost estimates provided by AECom for the system described in the report
were in the $85,000,000 range. This appears to be competitive from a capital basis with
the Fox River intake system, notwithstanding the items discussed in #3 and #4.
7. The actual supply cost for water from DuPage Water Commission is $4.88 per 1000
gallons. The City’s all-in water cost to residents is around $5.50 to $6 per 1000 gallons
currently. Some of that cost might go away if the City went to Lake Michigan water
because the City may no longer have to maintain wells and treatment facilities.
Memorandum
To: City Council
From: Bart Olson, City Administrator
CC:
Date: April 12, 2018
Subject: AECom Lake Michigan Water Supply Report
a. DuPage receives water from the City of Chicago. They have a favorable water
price (i.e. a most favored nations clause) through 2024, and then can re-up for a
40-year term after that. The DuPage water supply contract with Chicago does not
prevent large water rate increases in full, however.
AECom will not be at the Public Works Committee because they will be attending an Oswego
Village Board meeting the same evening.
Recommendation
The report and supporting documents are an informational item for the committee.
A supplemental route study document is attached between Oswego and AECom. Oswego is
likely to move forward with this route study to have a tighter cost estimate for the long transmission
mains needed between the DuPage Water Commission, Oswego, and Yorkville. The actual scope and
connection points are expected to be refined in the next week or so (i.e. Yorkville’s connection points
need to be updated), but Yorkville’s expected cost share is around $4,600. We think there is value in
having more analysis of the potential transmission main routes and a tighter cost estimate, and we would
intend to move forward with contributing the ~$4,600 to Oswego pending the discussion at the Public
Works Committee.
VILLAGE OF OSWEGO
UNITED CITY OF YORKVILLE
FEASIBILITY STUDY TO RECEIVE LAKE MICHIGAN WATER
VIA THE DUPAGE WATER COMMISSION
FINAL REPORT
OCTOBER 2017
AECOM TECHNICAL SERVICES, INC.
303 E. WACKER DRIVE
CHICAGO, ILLINOIS 60601
Project Nos.: 60546713
60546705
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VILLAGE OF OSWEGO AND UNITED CITY OF YORKVILLE
FEASIBILITY STUDY TO RECEIVE LAKE MICHIGAN WATER
VIA THE DUPAGE WATER COMMISSION
Table of Contents
Page
Letter of Transmittal
Executive Summary ........................................................................................................ ES-1
1. Introduction................................................................................................................ 2
2. Water Requirements .................................................................................................. 3
3. Hydraulic Modeling .................................................................................................... 4
4. Proposed Routing ...................................................................................................... 8
5. DuPage Water Commission (DWC) Requirements .................................................. 10
6. Probable Opinion of Construction Costs .................................................................. 14
7. Risks of Service Interruptions and Mitigation Measures ........................................... 18
8. Recommendations................................................................................................... 21
List of Tables
Table 1 - Village of Oswego Projected Water Demands ........................................................ 3
Table 2 - United City of Yorkville Projected Water Demands ................................................. 3
Table 3 - Current and Projected Water Demands .................................................................. 4
Table 4 - Pressure During 2020 Average and Maximum Day Demands ................................ 4
Table 5 - Velocity During 2020 Average and Maximum Day Demands ................................. 5
Table 6 - Pressure During 2050 Average and Maximum Day Demands ................................ 5
Table 7- Velocity During 2050 Average and Maximum Day Demands .................................. 6
Table 8 - Lengths of Water Main Segments Along Proposed Route ...................................... 8
Table 9 - Maximum Day Water Demands ............................................................................ 10
Table 10 - Maximum Day Water Demand Deficit ................................................................. 10
Table 11 - Existing Storage Facilities .................................................................................. 11
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Table 12 - Additional Storage Requirements ....................................................................... 11
Table 13 - Estimated Capital Costs for Receiving DWC Lake Michigan Water .................... 14
Table 14 - Estimated Capital Costs for Sub-Regional Fox River System ............................. 14
Table 15 - Estimated Unit Cost per 1,000 Gallons ............................................................... 15
Table 16 - Available Water Supply from Storage During Service Interruption ...................... 19
Table 17 - Tasks and Timeframes for Transmission Main Repairs ...................................... 20
List of Figures
Figure 1 - Standpipe Tank Levels.......................................................................................... 7
Figure 2 - DWC Customer Flow Schematic – Type B .......................................................... 13
Figure 3 - Buy-in Costs for Village of Oswego ..................................................................... 16
Figure 4 - Buy-in Costs for United City of Yorkville .............................................................. 17
Figure 5 - Route Map .......................................................................................................... 23
Figure 6 - Route Map with Municipal Boundaries ................................................................ 24
Figure 7 - Route Map with Key Features ............................................................................. 25
ES-1
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Executive Summary
The Village of Oswego and the United City of Yorkville retained AECOM to perform a feasibility
study regarding the purchase of treated Lake Michigan Water via the DuPage Water
Commission (DWC). This was in response to a Regional Approach Study in 2016 in which the
two communities participated. Both communities currently obtain their water from the deep
sandstone aquifer, which is being steadily drawn down as it is being pumped beyond its long
term sustainable yield due to increasing water demands in this area. The Regional Approach
Study recommended that the two communities pursue the Fox River as a source of supply.
After discussions with the DWC, who had stated that they were interested in selling water to
communities in Kendall County, the Village of Oswego and the United City of Yorkville decided
to pursue a feasibility study in order to determine if bringing Lake Michigan water to their
communities in Kendall County was feasible.
In Chapter 2 of this study, hydraulic modeling was evaluated where we utilized the projected
water demands for the two communities from the previous Regional Approach Study. The
projected demands for 2020 and 2050 were integrated into the recently updated DWC hydraulic
model. The results were positive in that the Water Commission could effectively serve both
Oswego and Yorkville in conjunction with maintaining service to their existing customers.
Staff from Oswego and Yorkville identified a potential route, which was utilized for determining
the Probable Opinion of Construction Cost for this study. Any deviances from this proposed
route can easily be incorporated with corresponding revisions to the Probable Opinion of
Construction Cost, depending on what constitutes that change. The route is detailed in Chapter
4, and generally consists of the following:
The proposed Oswego addition is a 42-inch diameter transmission main that is approximately
7.64 miles long through Aurora and Naperville and runs along 95th Street near the intersection
of 75th Street and Book Road to the intersection of Ogden Falls Blvd. and Waterbury Circle. The
proposed Oswego to Yorkville segment is a 30-inch diameter transmission main that is
approximately 9.71 miles long and begins at the intersection of Ogden Falls Blvd. and
Waterbury Circle and runs along Douglas Road until reaching the intersection of Orchard Road
and Illinois Rte. 71. The Yorkville addition is a 30-inch diameter transmission main that is
approximately 2.34 miles long through Yorkville and begins at the intersection of Orchard Road
and Illinois Rte. 71 and ends at Watertower near Berrywood Lane and Lehman Crossing.
In Chapter 5, we provide the requirements for purchasing water from DWC, including defining
the storage facility needs and providing the meter/receiving station options. In Chapter 7, we
evaluate the various risks of service interruptions that should be identified and considered, as
well as measures to mitigate these risks. Finally, in Chapter 8 we present our recommendations
and next steps in the event the decision is made to purchase treated water from DWC.
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1. Introduction
In 2016, the Village of Oswego and the United City of Yorkville participated in a Regional
Approach Study to determine future water demands and a future water supply. Both
communities currently obtain their water from the deep sandstone aquifer. As the Illinois State
Water Survey has been predicting that this aquifer will be depleted in the future based on the
future demands and the replenishment rate , the 2016 study investigated the Fox River as a
source of supply. Recently the DuPage Water Commission has stated that they are interested
in selling water to communities in Kendall County. As a result, the Village of Oswego and the
United City of Yorkville have entered into an engineering agreement with AECOM Technical
Services, Inc. (AECOM) to prepare a feasibility study regarding the purchase of treated water
from the DuPage Water Commission.
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2. Water Requirements
For purposes of this study, the projections for population and water demands were taken from
the 2016 Regional Study. They are presented below in Tables 1 and 2.
Table 1
Village of Oswego
Projected Water Demands
Current Trends (CT) Less Resource
Intensive (LRI)
Year Population Ave Day
(mgd)
Max Day
(mgd)
Gallons Per
Capita Per
Day
Ave Day
(mgd)
Max Day
(mgd)
2014 33,877 2.50 4.75 74 2.50 4.38
2020 38,877 3.50 6.65 90 2.92 5.10
2050 90,996 8.19 15.56 90 6.82 11.94
Table 2
United City of Yorkville
Projected Water Demands
Current Trends (CT) Less Resource
Intensive (LRI)
Year Population Ave Day
(mgd)
Max Day
(mgd)
Gallons Per
Capita Per
Day
Ave Day
(mgd)
Max Day
(mgd)
2014 17,878 1.38 2.17 77 1.38 2.17
2020 22,878 2.06 4.12 90 1.83 3.20
2050 59,565 5.36 10.72 90 4.77 8.34
For purposes of this study, the Current Trends (CT) demands will be utilized in order to be
conservative. Conversely, the Less Resource Intensive (LRI) demands will be utilized in
Chapter 7 (Risks of Service interruptions and Mitigation Measures) as during a service
interruption, water conservation measures will undoubtedly be utilized.
4
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3. Hydraulic Modeling
The DWC hydraulic model was recently updated and calibrated by AECOM. This updated
model was the basis for analyzing the addition of Oswego and Yorkville to the DWC system. All
of the analyses were performed under extended period simulation (EPS) conditions (i.e. the
model is run over an extended period of time, typically 24 hours) using Bentley WaterGEMS
Select Series 5. The following is a summary of the hydraulic modeling analysis performed by
AECOM for this report.
Oswego and Yorkville are both expected to have a large population growth in the next 30 years.
The future Oswego/Yorkville demands that will be supplied by DWC, as well as the demands of
existing DWC customers, can be seen in Table 3 below. It should be noted that the maximum
day demands utilized are from Chapter 5 of this study and not the demands in Chapter 2.
Table 3 – Current and Projected Water Demands
Oswego
(mgd)
Yorkville
(mgd)
Existing DWC
Customers
(mgd)1
Total
(mgd)
2020 Average Day
Demand (ADD) 3.5 2.1 79.4 85.0
2020 Maximum Day
Demand (MDD) 6.0 3.6 144.5 154.1
2050 Average Day
Demand (ADD) 8.2 5.4 95.4 109.0
2050 Maximum Day
Demand (MDD) 13.9 9.2 161.9 185.0
1. For the purposes of this study, existing customers will include the Village of Bartlett.
The demands in this table are the basis of the hydraulic modeling analysis performed in this
report. Also, the connection points were assumed to be located near Ogden Falls Boulevard
and Blue Ridge Court (Oswego) and Minkler Road and IL 71 (Yorkville) based on the routes
provided by Oswego and Yorkville (see Chapter 4 of this report).
The model was first run under 2020 average day and maximum day demand conditions. The
results of this analysis are shown in the tables below:
Table 4 – Pressure During 2020 Average and Maximum Day Demands
Scenario Location
Approximate
USGS Ground
Elevation
Minimum
Pressure,
psi
Maximum
Pressure,
psi
Average
Pressure,
psi
2020 Average Day
Demand Oswego
Connection
Point
742’
61.2 69.7 65.3
2020 Maximum Day
Demand 57.9 66.7 63.4
2020 Average Day
Demand Yorkville
Connection
Point
652’
95.2 103.9 99.5
2020 Maximum Day
Demand 89.4 99.1 95.5
5
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Table 5 – Velocity During 2020 Average and Maximum Day Demands
Scenario Pipeline
Diameter, inches
Minimum
velocity, feet
per second
(fps)
Maximum
velocity, feet
per second
(fps)
Average
velocity, feet per
second (fps)
2020 Average Day
Demand 42
1.0 1.2 1.1
2020 Maximum Day
Demand 1.7 1.7 1.6
2020 Average Day
Demand 30
0.6 0.7 0.7
2020 Maximum Day
Demand 1.0 1.2 1.1
The tables above indicate that DWC can meet 2020 average day and maximum day demands
for Oswego and Yorkville. Additionally, based on the hydraulic modeling analysis, DWC can
continue to meet the demands of their existing customers, which is a critical part of this analysis.
It should be noted that the pipelines in the table above have been sized for future 2050
demands. Therefore, the velocities are lower than are typically recommended. As a result of
these low velocities, Oswego and Yorkville will have higher than average water age, as
compared to the rest of the DWC system. In light of this, Oswego and Yorkville would likely
need to rechlorinate at their connection points. Other alternatives may also need to be explored
(i.e. additional flushing, rechlorinating at other points along the proposed transmission main,
etc.).
The model was also run under 2050 average day and maximum day demand conditions. The
results of this analysis are shown in the tables below:
Table 6 – Pressure During 2050 Average and Maximum Day Demands
Scenario Location
Approximate
USGS Ground
Elevation
Minimum
Pressure,
psi
Maximum
Pressure,
psi
Average
Pressure,
psi
2050 Average
Day Demand Oswego
Connection
Point
742’
50.8 60.8 56.5
2050 Maximum
Day Demand 20.9 37.1 28.4
2050 Average
Day Demand Yorkville
Connection
Point
652’
88.0 92.3 83.9
2050 Maximum
Day Demand 35.4 58.0 45.5
6
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Table 7 – Velocity During 2050 Average and Maximum Day Demands
Scenario Pipeline Diameter,
inches
Minimum
Velocity, feet
per second
(fps)
Maximum
Velocity, feet
per second
(fps)
Average
Velocity, feet per
second (fps)
2050 Average
Day Demand 42
2.3 2.7 2.5
2050 Maximum
Day Demand 3.4 4.0 3.7
2050 Average
Day Demand 30
1.6 1.9 1.8
2050 Maximum
Day Demand 2.6 3.1 2.9
While the tables above indicate that DWC can meet 2050 average day and maximum day
demands for Oswego and Yorkville, there are some items that should be noted, which are
mentioned below.
The model indicated that all existing DWC pumps are required to be operated in order to meet
the future Oswego and Yorkville demands. Therefore, DWC would need to install an additional
pump in order to meet 10 State Standards (see section 6.3 of the 2012 edition, “Recommended
Standards for Water Works”), which requires that a pump station be able to meet maximum day
demand with the largest pump out of service. It is our understanding that this additional pump is
already in DWC’s capital plan to be installed in 2018.
Also, DWC typically operates their five (5) existing standpipe tanks between approximately 886’
and 902’. In the simulation above, the HGLs of all Standpipe #3 drops as low as 876’.
Additionally, over a 24-hour simulation period, none of the standpipes are able to fill back up to
typical operations levels under these conditions (see Figure 1). This may be a challenge for
DWC’s existing system and customers, particularly if they had multiple, consecutive days of
maximum day demand. Finally, the C-factors for the proposed transmission mains in all of the
above scenarios were assumed to be 130.
There are improvements that may help operations at these existing tanks. For example, a 6th
standpipe tank could be added at the connection point to the existing DWC transmission main
near the vicinity of 75th Street and Book Road. Additionally, existing and proposed transmission
mains could be upsized or parallel transmission mains could be constructed to reduce head loss
in the system.
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Figure 1– Standpipe Tank Levels
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4. Proposed Routing
The proposed alignment for the routing of the transmission main from the current DWC
transmission main system in Naperville is based on input for the routes provided by the Village
of Oswego and the United City of Yorkville. Based on this information provided by the Village
and the City, the routing is composed of the following three primary segments (see Figure 5 at
the end of the report).
Segment 1 - Oswego
Segment 2 - Yorkville
Segment 3 - Oswego to Yorkville
The length of each individual segment of the proposed route can be seen below in Table 8.
Table 8 – Lengths of Water Main Segments Along Proposed Route
Segment 1
Oswego
Segment 2
Yorkville
Segment 3
Oswego to Yorkville
Length 7.64 miles 2.34 miles 9.71 miles
The routes were analyzed to determine whether they were along unincorporated boundaries as
well as whether the proposed routes would be impacted by key factors such as wetlands,
floodplains, and existing railroad lines. A map of the routes along municipal boundaries can be
seen in Figure 6 and a map of the routes with key features can be seen in Figure 7.
Segment 1 – Oswego (42-inch pipe diameter)
This segment of the route is approximately 7.64 miles long through Aurora and Naperville. The
segment runs along 95th Street beginning near the intersection of 75th Street and Book Road to
the intersection of Ogden Falls Blvd. and Waterbury Circle. The corridor along 95th Street was
determined to be fairly open for implementation of a new transmission main. It is recommended
to be strategic in the placement of the main so as not to interfere with the future planned
construction of 95th Street as well as the additional utilities that would be constructed in the
corridor.
The segment runs through the three counties of Kendall County, Will County, and DuPage
County. The segment through DuPage County is approximately 1.4 miles long along Book Road
and then approximately 4.8 miles through Will County and approximately 1.4 miles through
Kendall County.
Routes along both IL59 and Book Road were also considered during this analysis. Placement of
a main along IL59 was determined to not be feasible as the parkways already have significant
utility congestion and it is unlikely that IDOT would allow the water main under the paved
section. Book Road was identified to be fairly open with the City of Naperville having a water
main and an electrical duct bank on the west side of the right of way from 87th Street to 75th
Street. Utility congestion south of 87th Street in the right of way means there is a possibility that
using this route would require the water main to be under the pavement. Therefore, a route
along 95th Street was preferred by both the Village and the City.
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Additionally, the beginning of the proposed route goes through Springbrook Prairie of the Forest
Preserve District of DuPage County, which also contains some floodplain areas. There are also
two railroads that pass through this proposed routing, the BNSF railroad line and an abandoned
railroad line. These areas will need to be considered for the final routing and handled
appropriately.
Segment 2 – Yorkville (30-inch pipe diameter)
This segment of the route is located in Kendall County and is approximately 2.34 miles long
through Yorkville and begins at the intersection of Orchard Road and Illinois Rte. 71 and ends at
Watertower near Berrywood Lane and Lehman Crossing. The alignment of this route should be
along the north side of the river, if possible, as routing along the south side of the river would
require a booster pump. Additionally, the beginning of the route falls in a wetland area that will
require additional consideration.
Segment 3 – Oswego to Yorkville (30-inch pipe diameter)
This segment of the route is located in Kendall County and is approximately 9.71 miles long and
connects the two aforementioned segments for Yorkville and Oswego. It begins at the
intersection of Orchard Road and Illinois Rte. 71 and travels south along Minkler Road and then
through undeveloped land and along Collins Road and then north along Douglas Road until
ending near the intersection of Ogden Falls Blvd. and Waterbury Circle. This proposed route
was selected as it runs through mostly undeveloped land and is more suitable for the
anticipated expansion of Oswego. Another more direct route along Illinois Rte. 71 was not
selected as it entails passing through a recently completed IDOT widening project. The
proposed route does not pass through any identified forest preserves, wetlands, or floodplains.
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5. DuPage Water Commission (DWC) Requirements
If the Village and City decide to pursue purchasing water from DWC, they will need to negotiate
with the Commission to become a member and also, the State of Illinois, Department of
National Resources in order to obtain an allocation to withdraw water from Lake Michigan.
Each takeoff point from DWC requires the following:
A metering station (owned and operated by DWC)
A receiving station (owned and operated by the member)
In other words, if Oswego has three takeoff points and Yorkville has two takeoff points, a total of
five metering stations and five receiving stations will be required.
DWC also requires a certain amount of water storage in the distribution system, which we will
cover later in this section of the study.
For the purposes of this study, it is assumed that the Lake Michigan water allocation will be the
same as the average day demands for 2020 and 2050 utilized in Chapter 2 of this study. DWC
contractually limits the maximum day demand to 1.7 times the average day demand. Thus, the
maximum day demands assumed to be met by the Village’s and City’s water systems through
the year 2050 are as follows:
Table 9 - Maximum Day Water Demands
Year Oswego Yorkville
Ave Day (mgd) Max Day (mgd) Ave Day (mgd) Max Day (mgd)
2020 3.5 6.0 2.1 3.6
2050 8.2 13.9 5.4 9.2
The above are the demands that the Village and City can expect to receive from DWC. The
difference in maximum day demands from the demands in Table 9 versus the demands in
Tables 1 and 2 (Chapter 2) will have to be made up from the storage facilities throughout the
Village’s and City’s water distribution systems. That difference is determined below.
Table 10- Maximum Day Water Demand Deficit
Year
Oswego Yorkville
Max Day (mgd) Max Day (mgd)
Table 1 Table 9 Diff (mgd) Table 2 Table 9 Diff (mgd)
2020 6.7 6.0 0.7 4.1 3.6 0.5
2050 15.6 13.9 1.7 10.7 9.2 1.5
For the purposes of this report, it is assumed that the Village and City can make up this
difference through their existing storage facilities (i.e. additional storage facilities will not need to
be constructed).
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The DuPage Water Commission allows customer delivery stations to withdraw up to the greater
of three times the year 2020 average day Lake Michigan allocation amount or 1,500 gpm for
emergencies. Three times the 2020 average day will be 10.5 mgd (15,120 gpm) for Oswego
and 6.3 mgd (9,072 gpm) for Yorkville. Therefore the receiving stations will be designed for a
maximum flow of 10.5 mgd for Oswego and 6.3 mgd for Yorkville.
Storage Facilities
The DuPage Water Commission (DWC) requires that its customers have a minimum storage
capacity equal to two average demand days less a credit for storage provided by DWC. This
credit is based on the percentage of water used by that customer compared to the total
pumpage of the DWC.
The existing storage in the two distribution systems consist of the following:
Table 11 - Existing Storage Facilities
Community Storage Volume, gallons
Oswego 5,300,000
Yorkville 4,550,000
Based on the information above, Table 12 below indicates the additional storage required by the
Village and by the City utilizing the 2020 projected average day demands.
Table 12 – Additional Storage Requirements
Oswego-gallons Yorkville-gallons
Storage Required by DWC 2 x 3.5 = 7,000,000 2 x 2.06 = 4,120,000
Credit for the Commission’s Storage 2,050,000 1,210,000
Existing Storage 5,300,000 4,550,000
Total Storage Including Credit 7,350,000 5,760,000
Additional Storage Required 0 0
Therefore, as far as DWC is concerned, neither Oswego or Yorkville will be required to
construct additional storage.
Receiving Stations
As previously discussed, DWC requires the construction of a receiving station downstream of
each metering station. DWC utilizes four types of receiving stations. They are as follows:
Type A – Pressure Reducing Station Utilizing Ground Storage
Type B – Pressure Reducing Station
Type C – Rate Control Station
Type D – Pressure Increasing Station
The receiving station can also include a meter. This meter can be utilized to measure the flow
of water to the Member’s distribution system as opposed to the metering station that DWC will
construct to measure flow from their transmission system. This meter can also be used so that
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if additional chlorine needs to be added to the water being distributed in the system, it can be
paced by the flow being used at the time.
As the delivery pressures from DWC range from approximately 58 psi to 103 psi in 2020, the
pressure adjusting stations can be a Rate Control Station or a Pressure Reducing Station. The
actual type will be decided once the two communities decide if the water from DWC will enter
their distribution systems directly or if the water will enter a storage reservoir first. The delivery
pressures in 2050 will range from 24 psi to 92 psi. Again, depending on how the two
communities decide how they want to receive the lake water, it may be advantageous to
construct the pressure adjusting stations larger than what will initially be required in order to
allow space for possible booster pumps to be added later. Figure 2, presents a Schematic
diagram of a pressure reducing station to give an idea of what type of facilities may be required
Printed on ___% Post-Consumer
Recycled Content PaperLast saved by: HERZOGT1(2017-09-06) Last Plotted: 2017-09-06Project Management Initials: Designer: Checked: Approved:Filename: P:\60546713_OSWEGO FEASIBILITY STUDY\900_CAD_GIS\910_CAD\20-SHEETS\FLOW SCHEMATIC.DWGARCH D 24" x 36"FIGURE 2AUGUST 201760546705DWC CUSTOMERFLOW SCHEMATIC - TYPE BTDHPSACRL6054671313
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6. Probable Opinion of Construction Costs
Introduction
The preliminary opinion of probable construction and project costs for the anticipated
improvements required for DWC to deliver Lake Michigan water to the Village of Oswego and to
the United City of Yorkville are presented in this section. These estimates are based on recent
prices for equipment and fixed construction, advice from construction contractors and historical
prices from comparable construction obtained from records.
Estimated costs developed for improvements under this report are in October 2017 dollars
based on an Engineering News Record Construction Cost Index (1913 = 100) of 10,817, and
include a 15 percent contractor’s overhead and profit multiplier and a 10 percent general
construction contingency multiplier. Since AECOM has no control over the cost of labor,
material, equipment, or general inflation, the preliminary estimated construction costs provided
herein have been prepared on the basis of experience and judgment of an engineering
professional. AECOM cannot guarantee that the actual cost of the improvements will not vary
from the estimated provided below.
Capital Costs
The costs for improvements for delivery of Lake Michigan water that have been discussed in
this study are presented below in Table 13 .
Table 13 – Estimated Capital Costs for Receiving DWC Lake Michigan Water
No. Description Quantity Units Unit Cost Total Cost
1. 42-Inch Diameter Transmission Main 39,750 LF $600 $23,850,000
2. 42-Inch Dia. Transmission Main
Jacked/Bored and Installed In Casing
Pipe (Under Highway, Railroad or
Water Crossing)
750 LF $1,500 $1,125,000
3. 30-Inch Diameter Transmission Main 63,000 LF $500 $31,500,000
4. 30-Inch Dia. Transmission Main
Jacked/Bored and Installed In Casing
Pipe (Under Highway, Railroad or
Water Crossing)
750 LF $1,200 $900,000
5. Oswego Connection Point 1 EA $750,000 $750,000
6. Yorkville Connection Point 1 EA $750,000 $750,000
Subtotal: $58,875,000
10% Engineering Costs: $5,887,500
10% Contingency: $5,887,500
$70,650,000
Notes: 1. Improvements to the Oswego and Yorkville water distribution systems not included
2. Costs for pressure adjusting stations not included
3. Costs for land acquisition for the connection points are not included
4. Assumes one connection point per municipality
5. Costs are in 2017 dollars
For comparison, we reviewed the Sub-Regional Water Supply and Treatment Planning study,
dated January 2017 prepared by others, and the capital costs indicated for construction of the
Sub-Regional Fox River Intake with Claricone LSWTP system are as follows:
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Table 14 - Estimated Capital Costs for Sub-Regional Fox River System
No. Description Total Cost
1. Village of Oswego $56,414,000
2 United City of Yorkville $49,468,000
Total: $105,882,000
Note: Costs are in 2016 dollars
It should be noted that the operation and maintenance costs are expected to be less under the
Lake Michigan option since the Fox River system would need to include all W ater Treatment
Plant costs.
Cost Per Thousand Basis
In order to become a member of the DuPage Water Commission (DWC), there is a one-time
Capital Cost Recovery Charge that must be paid by the member.
This buy-in cost from DWC is based on current usage projections. For Oswego the charge has
been determined to be $10,128,368 and for Yorkville it is $5,672,382. The breakdown for these
costs is indicated in Figures 3 and 4 on the following pages. If the two communities want to join
the Commission, the buy-in costs would be calculated based on their usage at the time. For
determination of the total annual costs for Lake Michigan water and the cost per 1,000 gallons
of water, we have based the calculations on the following:
• The Capital Cost and Recovery Charge as well as the Capital Costs for the new facilities
will be financed using a 30 year bond at 4% interest
• It is assumed that there would not be an upfront cash-on-hand paydown to reduce the
debt amount; if there is paydown cash available, the debt service would be reduced
accordingly
• Cost breakdown for capital improvements between Oswego and Yorkville is based on
current ADD; 2.5 MGD, or 64.4% for Oswego; and 1.38 MGD, or 35.6% for Yorkville
Based on the above, the annual debt service on capital will be approximately $3,368,700 for
Oswego and $1,866,700 for Yorkville. The wholesale cost is based on a purchase price of
$4.88 per 1,000 gallons from DWC. The following table presents a breakdown of the cost per
1,000 gallons for water for both Oswego and Yorkville based on current water demands.
Table 15 - Estimated Unit Cost per 1,000 Gallons with 4% Financing for all Project Costs
Community
Average Daily
Consumption
(gpd)
Total
Project
Cost
Annual
Debt
Service
Per 1,000 Gallons
Debt Service for
Construction
and Buy-In
Wholesale
Cost
Net
Wholesale
Cost
Oswego 2,500,000 $55,626,968 $3,368,700 $3.69 $4.88 $8.57
Yorkville 1,380,000 $30,823,782 $1,866,700 $3.71 $4.88 $8.59
Note: 1. Assumes financing using a 30 year bond at 4% interest for all project costs
2. Debt service incorporates typical issuance and reserve costs, as determined by Municapital.com
municipal bond payment calculator
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Oswego and Yorkville learned that recently another new member negotiated 0% financing costs
for the recovery charge portion of the costs and wondered how that would affect their costs. If
the same financing is made available to Oswego and Yorkville, the breakdown of the cost per
1,000 gallons is presented below in Table 16.
Table 16 - Estimated Unit Cost per 1,000 Gallons with 4% Financing for
Capital Costs Only
Community
Average Daily
Consumption
(gpd)
Total
Project
Cost
Annual
Debt
Service
Per 1,000 Gallons
Debt Service for
Construction
and Buy-In
Wholesale
Cost
Net
Wholesale
Cost
Oswego 2,500,000 $55,626,968 $3,093,000 $3.39 $4.88 $8.27
Yorkville 1,380,000 $30,823,782 $1,712,400 $3.40 $4.88 $8.28
Note: 1. Assumes financing using a 30 year bond at 4% interest for capital costs only
2. Assumes the DWC will provide 0% financing for the recovery charges
3. Debt service incorporates typical issuance and reserve costs, as determined by Municapital.com
municipal bond payment calculator
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7. Risks of Service Interruptions and Mitigation Measures
As the two communities transition from well supplies to Lake Michigan water supplied from the
DWC system, there are some new risks to service interruptions that should be identified and
considered. These risks are discussed below along with existing or proposed measures to
mitigate the risks.
Interruption to DWC supply prior to Oswego/Yorkville connection point
The DWC system supplying the proposed water main extension to Oswego/Yorkville is a robust
system with many redundancies built in to eliminate or minimize the possibility of service
interruption. Below are the major types of potential service interruptions and the existing
mitigation measures in place to minimize the risk:
Transmission Main Break
• The DWC system is looped prior to the Oswego/Yorkville connection point and can be
supplied from either direction should a break occur in one of the two supplying mains.
• DWC maintains an inventory of repair materials for all pipe sizes and materials in the
system.
• DWC has trained field crews on 24 hour call for emergency shutdowns.
• DWC has multiple on-call contracts with underground contractors for major pipeline
repairs.
Power Failure
• DWC has three incoming electrical service lines from two different substations. In
addition, they have five 2.5 mw standby generators for backup power supply.
Pump Failure
• DWC currently has 9 high lift pumps with a system capacity of 185 mgd. Under average
operating conditions, only 4 or 5 pumps are used. DWC also plans to install a 10th pump
in 2018. In addition, DWC has elevated storage in the system that can be used to
supplement supply in the event of a pump outage.
Interruption after Oswego/Yorkville connection point to the DWC supply
A single 30”/42” transmission main, approximately 19 miles in length, is proposed to supply both
communities. A break or leak on this line poses the greatest risk of service interruption to one
or both of the communities depending on its location. The assumption is that DWC will own,
operate and maintain the proposed transmission main, so therefore, several of the same
mitigation measures identified above would apply in this instance. They are:
• DWC maintains an inventory of repair materials for all pipe sizes and materials in the
system.
• DWC has trained field crews on 24 hour call for emergency shutdowns.
• DWC has multiple on-call contracts with underground contractors for major pipeline
repairs.
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In addition, other proposed mitigation measures that could be considered to extend the water
supply during an interruption of service include:
• Implementation of water use restrictions. The communities should develop operational
scenarios that are part of their emergency response plans which detail customer
notification protocols for curtailing water usage during a transmission main break event.
• Return to use of existing wells after the supply of Lake Michigan water in reservoir
storage is depleted. DWC does not allow blending of water. The communities would
need to maintain their wells and sample them on a monthly basis in addition to
maintaining their well disinfection systems. This would appear to be the most feasible
and lowest cost measure. However, it might result in exceeding EPA contaminant levels
for certain water quality parameters and receiving a violation notice from IEPA.
• Construction of additional water storage reservoirs in both communities.
Other mitigation measures that may be available in the future as a result of continued growth
and development in the area include:
• DWC may consider a redundant or looping main if more customers come on to the DWC
system.
• If more communities connect to the DWC system and supply mains are looped, it may
be possible to construct an emergency interconnection to another community.
Available Water Supply from Storage During Service Interruption
Table 17 below shows the existing reservoir storage, 2020 average day demand and
approximate duration of available water supply from storage for each community. Again, as
discussed in Chapter 2, the Less Resource Intensive (LRI) demands were utilized in the
following table due to water conservation measures undoubtedly being taken during a service
interruption:
Table 17 – Available Water Supply from Storage During Service Interruption
Community Existing Storage
Volume (mg)
2020 Average Day
Demand (mgd)
Approximate
Duration of
Available Water
Supply from Storage
(days)
Oswego 5.30 2.92 1.82
Yorkville 4.55 1.83 2.49
The duration length assumes:
• The storage reservoirs are completely full at the time of service interruption
• The entire volume of the reservoir can be used
• The water supply is not supplemented by the well system
From the information provided in the table, it can be seen that the water supply from reservoir
storage will last a relatively short time, ranging from 1.8 days to 2.5 days. Interruptions of
service due to a main break of the size and length proposed will typically exceed these times.
The section below examines the tasks and timeframes associated with the control and repair of
a transmission main break.
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Potential Service Interruption Due to a Transmission Main Break
The assumptions are that the transmission main will be at a standard depth of bury (5 to 6 feet),
located in the right-of -way with valves approximately every 1 mile and will have blow-offs or
access points to dewater/flush the main. It is further assumed that the break will require pipe
replacement and not be repairable with just a leak clamp. Breaks on pipes installed in river
crossings, casings and in deep locations would need to be analyzed on a case-by-case basis
but, in general, would require additional time to repair.
The tasks and timeframes associated with the control and repair of a transmission main break
are shown in Table 18 below:
Table 18 – Tasks and Timeframes for Transmission Main Repairs
Tasks Timeframe (hours)
Respond and shutdown 4
Identify break location 4
Utility call and markout (Digger/Julie) 8 to 24
Excavation and dewatering 8 to 24
Repair and filling 8 to 24
Flushing, disinfection, sampling and
approval
24 to 48
Estimated Return to service from start
of work
56 to 128 hours (2.3 to 5.3 days)
The total time range for repair assumes that the work is performed in order listed and continues
around the clock. While there could be variations that could shorten or lengthen the timeframes,
the table does demonstrate that there is probably not adequate existing reservoir storage for
uninterrupted water supply during a main break and repair without the use of existing wells.
Conclusions
The greatest risk of service interruption would result from a main break downstream of the
existing DWC system at 75th Street and Book Road (i.e. along the proposed 30”/42”
transmission main that will supply Oswego and Yorkville). Estimated durations for the control
and repair work could readily exceed the available volumes of water in existing reservoir storage
for both communities. Maintaining the existing well system to supplement the existing reservoir
storage during a service interruption is recommended until some of the other mitigation
measures discussed above are put in place.
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8. Recommendations
If it is decided to purchase treated Lake Michigan water from the DuPage Water Commission,
we envision that the following steps will have to be taken as a minimum.
- Determine how many connection points to the DWC transmission main that each
of the communities will want as well as their locations.
- Begin negotiations with DWC regarding contract terms and costs.
- Each community will need to apply to the Illinois Department of Natural
Resources (IDNR) for a water allocation. As part of the process a pre-hearing
and a hearing will be required.
- DWC will prepare plans and specifications for construction of the transmission
main and the metering stations.
- Oswego and Yorkville will prepare plans and specifications for the construction of
the pressure adjusting stations as well as any internal improvements to their
water distribution systems.
- Permits – The following permits as a minimum will be required prior to
construction of the improvements:
• Illinois Environmental Protection Agency
• DuPage County Division of Transportation
• Will County Division of Transportation
• Kendall County Highway Department
• Illinois Department of Transportation
• Railroad Crossing Permits
• U.S. Army Corps of Engineers Permit
- Easements will need to be acquired for the construction of the proposed
improvements. The following general criteria will be utilized for easements;
Right of Way: The facilities shall be within practical limits of existing or proposed
public rights of way (R.O.W.) or easements where possible. Where it is not
practical to locate the facilities within the right of way, they shall be located within
existing or proposed easements adjacent to the right of way.
Private Easements: When public R.O.W. or utility corridors are not feasible,
private easements shall be sized by the design team and acquired through the
DuPage Water Commission’s legal counsel.
On the following page, we have included an anticipated timeline for the project that would begin
once the key decisions have been made.
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Timeline
Month(s)1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
Month(s)16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33
Construction of Metering Stations
Construction of Pressure Adjusting Stations
Construction of Transmission Main
Final Permitting, Advertising, Bidding,
Award Contracts
Application for IDNR Water Allocation
Negotiations with
DWC
DWC to prepare plans and specifications,
obtain preliminary permits
ROUTE MAP WITH KEY FEATURES
VILLAGE OF OSWEGO AND UNITED CITY OF YORKVILLE FEASIBILITY STUDY TO RECEIVE LAKE MICHIGAN WATER VIA THE DUPAGE WATER COMMISSION
September 2017 Figure 5
¯
0 1 20.5 Miles
N
ROUTE MAP WITH MUNICIPAL BOUNDARIES
VILLAGE OF OSWEGO AND UNITED CITY OF YORKVILLE FEASIBILITY STUDY TO RECEIVE LAKE MICHIGAN WATER VIA THE DUPAGE WATER COMMISSION
September 2017 Figure 6
AURORA
NAPERVILLE
NAPERVILLE
WILL CITYNAPERVILLE NAPERVILLE
NAPERVILLE
BOLINGBROOKPLAINFIELD
AURORA
AURORA
PLAINFIELDPLAINFIELD
PLAINFIELD
PLAINFIELD
ROMEOVILLE
OSWEGO
YORKVILLE
MONTGOMERY
YORKVILLE
OSWEGO
PLAINFIELD
AURORA
MONTGOMERY
YORKVILLE
AURORA
MONTGOMERY
YORKVILLE
¯
0 1 20.5 Miles
23
ROUTE MAP WITH KEY FEATURES
VILLAGE OF OSWEGO AND UNITED CITY OF YORKVILLE FEASIBILITY STUDY TO RECEIVE LAKE MICHIGAN WATER VIA THE DUPAGE WATER COMMISSION
September 2017 Figure 7
¯
0 1 20.5 Miles
24
N
100 Parkers Mill • Oswego, IL 60543 • (630) 554-3618
Website: www.oswegoil.org
AGENDA ITEM
MEETING TYPE: Committee of the Whole
MEETING DATE: April 17, 2018
SUBJECT: Feasibility of Receiving Lake Michigan Water – Status Report
ACTION REQUESTED:
Consideration and Discussion of the Feasibility Study to Receive Lake Michigan Water via the
DuPage Water Commission
BOARD/COMMISSION REVIEW:
N/A
ACTION PREVIOUSLY TAKEN:
Date of Action Meeting Type Action Taken
N/A N/A N/A
DEPARTMENT: Public Works
SUBMITTED BY: Public Works Director/Village Engineer Jennifer M. Hughes, P.E., CFM
FISCAL IMPACT:
None at this time.
BACKGROUND:
The Illinois State Water Survey projects that Oswego could run out of ground water in the next
20-40 years. As the process of securing and implementing a new water source could take ten
years, the Village has begun to proactively plan for a new water source. The 2014 Water Study
prepared by HR Green identified two viable sources: the Fox River through a new water plant or
Lake Michigan via the DuPage Water Commission (DPWC). In 2016, Engineering Enterprises
(EEI) performed a sub-regional water analysis finding that a joint Fox River water plant with
Yorkville and Montgomery is the preferred alternative for Oswego. In February 2017, the
Village received supplemental information from the DPWC which indicated that the Lake
Michigan option might be more cost effective than envisioned in the original HR Green report.
The Village and the United City of Yorkville contracted with AECOM Technical Services, Inc.
to determine if it is technically feasible to connect to DPWC and if so, to estimate the costs.
DISCUSSION:
Feasibility of Receiving Lake Michigan Water - Status Report
4/17/2018
2 | Page
Feasibility
AECOM determined that connection to DPWC is feasible. Future system improvements will
need to be made to ensure adequate pressure at the points where the communities receive water
as demands grow over time.
DPWC would construct a 42” transmission main from the connection point in Naperville to the
Ogden Falls water tower. From there a cross-town transmission main would deliver water to
additional connection points in Oswego before continuing to Yorkville.
Costs
AECOM estimated the costs to connect to DPWC to be $8.57/1,000 gallons. This rate is above
the base rate necessary to support operations and maintenance of the existing infrastructure.
They did not analyze any savings realized if the wells are decommissioned but it is likely that
some of these costs will be offset by the new pumping costs required for the DPWC option.
Cost Summary Table
Oswego Yorkville Total
DPWC Buy-in $10,128,368 $5,672,382 $15,800,750
Transmission Line
Capital Costs
$45,498,600 $ 25,151,400 $70,650,000
Total Cost $55,626,968 $30,823,782 $86,450,750
Note: 1.The transmission line capital cost excludes costs of internal improvements to distribute
water throughout the Village from the Ogden Falls water tower.
2. The cost split between Oswego and Yorkville is preliminary and needs further review
and calculation.
The DPWC has preliminarily offered to allow the Village to finance the buy-in cost at zero
percent interest over thirty years per terms of their agreement with the Village of Bartlett.
Estimated Unit Cost per 1,000 Gallons with 4% Financing for Capital Costs Only (Table 16 from
AECOM Report)
Community
Average
Daily
Consumption
(gpd)
Total
Project
Cost
Annual
Debt
Service
Per 1,000 Gallons
Debt
Service for
Construction
and Buy-In
Wholesale
Cost
Net
Wholesale
Cost
Oswego 2,500,000 $55,626,968 $3,093,000 $3.69 $4.88 $8.57
Yorkville 1,380,000 $30,823,782 $1,866,700 $3.71 $4.88 $8.59
Feasibility of Receiving Lake Michigan Water - Status Report
4/17/2018
3 | Page
Note: 1. Assumes financing using a 30 year bond at 4% interest for capital costs only
2. Assumes the DWC will provide 0% financing for the recovery charges
3. Debt service incorporates typical issuance and reserve costs, as determined by
Municapital.com municipal bond payment calculator
Remaining Issues to Be Resolved
A few issues remain before staff can present a complete assessment and recommendation
regarding the choice between the Fox River and Lake Michigan Water. Staff proposes to enter a
contract with AECOM to study these issues. This agreement will be presented for approval at
the April 17, 2018 Village Board meeting.
Oswego has not yet studied what improvements will be needed to our internal distribution
system under either option. The wells are distributed throughout the Village so there is not a
need to have internal transmission pipes. Under the Fox River option, we will need to maintain
our wells. We will transmit raw water from the wells to the treatment plant where the well water
will be mixed with river water and processed. The finished water will then need to be distributed
throughout the Village. We need to understand what pipes are needed and how much they will
cost. Similarly, if DPWC provides water at the Ogden Falls water tower, we need to understand
if transmission mains are needed to bring water to the well sites for distribution. The required
piping on these options could be significant and is not currently figured into the rate analysis.
AECOM conducted a high level estimate of the cost to install the transmission main for the
purposes of the feasibility study. Staff would like AECOM to refine this estimate based upon the
selected route, identifying segments under pavement versus field, and determining if there are
any additional costs such as placing the main beneath railroad tracks.
RECOMMENDATION:
Staff recommends approving the agreement with AECOM at the April 17, 2018 Village Board
meeting.
ATTACHMENTS:
1. Final Report - Feasibility Study to Receive Lake Michigan Water Via the DuPage Water
Commission – October 2017
x:\publicworks\water system improvements\dupage water commission option\jh041718.pbot water study status.docx
Dupage Water Commission (DWC) and Sub-Regional Fox River System Cost ComparisonUnited City of Yorkville & Village of OswegoCAPITAL COST COMPARISON (Present Value - 2017)O&M RATE COMPARISON (Present Value - 2017)YorkvilleOswegoTotalRateUnitDWC ExtensionDWC Rate4.88$ / 1,000 gallonsConnection Fees5,672,382$ 10,128,368$ 15,800,750$ Sub-Regional Fox River System3.00$ / 1,000 gallonsLarge Diameter Water Main Construction Cost Estimate (AECOM)24,628,080$ 44,551,920$ 69,180,000$ O&M Rate Increase For DWC Connection1.88$ / 1,000 gallonsLarge Diameter Water Main Construction Cost Estimate (Adjustment)2,906,028$ 5,256,972$ 8,163,000$ % Increase For DWC Connection 62.7%2nd Delivery Structure900,000$ 900,000$ 1,800,000$ Notes:Receiving Stations23,000,000$ 24,000,000$ 47,000,000$ Sub-Regional Fox River System present value rate adjusted up to $3.00 / 1,000 gallons Total:57,106,490$ 84,837,260$ 141,943,750$ (up from $2.25) without MontgomerySub-Regional Fox River SystemAdditional Wells3,323,800$ 1,808,835$ 5,132,634$ Well Transmission Main Network9,864,248$ 14,130,127$ 23,994,375$ RISK CONSIDERATIONSFox River Intake & LSWTP28,358,673$ 40,599,827$ 68,958,500$ - Potential for Lake Michigan allocation extension to the west being closed dueTreated Water Transmission Main Network12,730,800$ 7,390,229$ 20,121,029$ to international water disputesTotal:54,277,521$ 63,929,018$ 118,206,539$ - Fox River plant subject to revised surface water mandatesComparison - Taste and odor issues within Lake Michigan; High water age of system will Capital Cost Increase For DWC Connection2,828,969$ 20,908,242$ 23,737,211$ - Algae taste and odor issues within the Fox River% Increase For DWC Connection5.2%32.7%20.1% - Lake Michigan/DWC rates subject to City of Chicago rate changesNotes: - Future expansion of DWC transmission main would require a second 20 mile 42-Inch and 30-Inch transmission main unit cost increased $50 / LF & $75 / LF, respectively. transmission main Receiving Station costs based on comparison to Bartlett's cost estimate; YO = 2 - valve/meter/pump station & 2 - 2.0 MG GSTs @ Each; - Under DWC connection option, Water Works System water losses will need OS = 2 - valve/meter/pump station & 2 - 2.25 MG GSTs @ Each to be under 10% annually All Sub-regional Fox River System original costs inflated 3% per year for 2 years due to original costs in 2015 dollars - Long term sustainability of back-up wells is a concern if more communities do Total intake and LSWTP reduced to $65M (from total of $71.6M) with potential reduction in size without Montgomery; Costs distributed 41.4% YO & 58.6% OS based on 2050 MDD not switch to alternative supplies YO Treated Water Transmission Main Network cost estimated reduced to $12M (from $13.0M) with potential reduction in pipe size without Montgomery$0$10$20$30$40$50$60$70$80$90Yorkville Sub‐Regional Yorkville DWC Connection Oswego Sub‐Regional Oswego DWC ConnectionMonthly Supply & Treatment Water BillProjected 2025 Typical Residential Supply & Treatment Water BillSUB‐REGIONAL SYSTEM COMPARED TO DWC CONNECTION (YO & OS, ONLY)United City of Yorkville & Village of OswegoInfrastructure Investment Debt Service & Receiving Station O,M&RConnection FeesWater Usage FeesWater Usage FeesO,M&R & Infrastrucrure Debt ServiceO,M&R & Infrastrucrure Debt ServiceConnection FeesInfrastructure Investment Debt Service & Receiving Station O,M&R$26.50 / Month(52.4%) Increase$32.06 / Month(77.4%) IncreaseENGINEERING ENTERPRISES, INC.CONSULTING ENGINEERS
Engineering Enterprises, Inc.
Memo
Via Email
To: Daniel Di Santo – Village Administrator, Village of Oswego
Bart Olson – City Administrator, United City of Yorkville
From: Jeffrey W. Freeman, P.E., CFM, LEED AP – Vice President
Date: February 23, 2018
Re: Sustainable Water Supply Planning – Water Production Unit Cost Comparison
EEI Job #: OS1701/YO1724-C
During the January 22, 2018 meeting with DuPage Water Commission (DWC) representatives and
representatives of both of your communities, there was a discussion whether the calculated $3.00 / 1,000
gallons would be sufficient to support the operation, maintenance and replacement (OM&R) costs of the
sub-regional Fox River Supply System. The purpose of this memorandum is to describe how the OM&R
rate was developed and then compare the rate to similar water production facilities currently in operation.
Fox River Supply System OM&R Rate Development
The Fox River Supply System OM&R rate was developed by first defining the required energy, labor,
maintenance/service and operating supplies (chemicals) needed to operate the system. We worked with
the City of Elgin and City of Aurora to gather unit costs for the operating supplies. We then estimated
annual costs for the other OM&R components. The OM&R rate (aka water production rate) was
developed by dividing the total OM&R costs by the projected billed units (in 1,000 gallon increments) of
water to be sold to the three communities.
City of Aurora Water Production Rate Comparison
The City of Aurora Water Production Division (WPD) operates the City’s water supply (mixture of shallow
and deep wells and Fox River intake) and Lime Softening Water Treatment Plant (WTP). The City of
Aurora currently provides water to a resident population of approximately 200,000, along with the
commercial, industrial and institutional land uses within the City of Aurora. The proposed water supply
system and Lime Softening WTP for the proposed Fox River Supply System are very similar to the City of
Aurora’s water production facilities.
Water Production Unit Cost Comparison
February 23, 2018
Page 2
Since the City of Aurora WPD and the City of Aurora Water Distribution Division are separate, it was
relatively easy for the City of Aurora to segregate their water production cost from their water distribution
cost. The City of Aurora provided the following historical water production costs, which would cover the
same expenditures within the Fox River Supply System OM&R rate, for the years 2011 – 2016:
Actual WPD WPD Annual Cost per
Year Expenditures Pumpage (gallons) 1,000 gallons
2011 $10,084,000 6,024,699,000 $1.67
2012 $10,742,000 6,346,343,000 $1.69
2013 $10,669,000 5,939,861,000 $1.80
2014 $10,814,000 5,905,437,000 $1.83
2015 $10,950,000 5,745,210,000 $1.91
2016 $11,126,000 6,073,370,000 $1.83
City Water, Light, and Power (CWLP) Water Production Rate Comparison
The CWLP utility is a municipal owned utility that provides water to the City of Springfield and some of the
surrounding communities. CWLP estimates the population within their service area is approximately
150,000. CWLPs main source of water supply is Lake Springfield. The treatment train instituted at
CWLPs Lime Softening WTP, which includes powdered activated carbon addition, lime softening utilizing
ClariCones, pH adjustment, filtration and disinfection, is very similar to the City of Aurora’s and the Fox
River Supply System. CWLP staff stated their most recent water production unit costs were as follows:
Water Production OM&R Costs
Component ($ / 1,000 gallons)
Supply $0.1024
Pumping $0.1868
Purification $0.7195
Billing (Total System) $0.2434
Administrative & General (Total System) $0.4036
Total: $1.6557
Conclusion
The City of Aurora’s water production rate ranged from $1.67 - $1.91 / 1,000 gallons from 2011 – 2016,
with the highest rate being in 2015. CWLP’s most recent water production rate was $1.66 / 1,000 gallons.
Given the fact that the sub-regional Fox River Supply System is comparable to the City of Aurora and
CWLP water production systems, it would appear the $3.00 / 1,000 gallons OM&R rate is a reasonably
conservative water production rate for the Fox River Supply System.
Please let us know if you have any comments or questions.
pc: Jennifer Hughes, P.E., CFM – Director of Public Works, Village of Oswego (via email)
Eric Dhuse – Public Works Director, United City of Yorkville (via email)
PGW, BPS, STD, CRW, CLV – EEI (via email)
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
Consent Agenda #1
Tracking Number
PW 2018-35
Water Department Reports for January, February and March 2018
City Council – April 24, 2018
PW 04/17/18
Moved forward to CC consent agenda.
PW 2018-35
Majority
Approval
Monthly water reports.
Tom Konen Public Works
Name Department
United City of Yorkville
Esc 1836 WATER DEPARTMENT REPORT
JANUARY 2018
MONTH / YEAR
WELLS
NO WELL DEPTH PUMP DEPTH WATER ABOVE PUMP THIS MONTH'S PUMPAGE
FEET) FEET) FEET) GALLONS)
4 1386 664 384 23,771,000
7 1527 1125 430 8,157,000
8 1384 840 456 8,186,000
9 1368 861 509 8,867,000
TOTAL TREATED 45,267,000
CURRENT MONTH'S PUMPAGE IS 3,280,000 GALLONS more THAN LAST MONTH
4,668,000 GALLONS more THAN LAST YEAR
DAILY AVERAGE PUMPED: 1,460,225 GALLONS
DAILY MAXIMUM PUMPED: 2,915,000 GALLONS
DAILY AVERAGE PER CAPITA USE:81.12 GALLONS
WATER TREATMENT:
CHLORINE: 1,181 LBS. FED CALCULATED CONCENTRATION: 3.0 MG/L
FLUORIDE: 122 LBS. FED CALCULATED CONCENTRATION: 74 MG/L
POLYPHOSPHATE:1,061 LBS. FED CALCULATED CONCENTRATION: 97 MG/L
WATER QUALITY:
BACTERIOLOGICAL SAMPLES ANALYZED BY ILLINOIS ENVIRONMENTAL PROTECTION AGENCY:
26 SATISFACTORY 0 UNSATISFACTORY (EXPLAIN)
FLOURIDE: 3 SAMPLE(S)TAKEN CONCENTRATION: 0.75 MG/L
MAINTENANCE:
NUMBER OF METERS REPLACED: 6 NUMBER OF LEAKS OR BREAKS REPAIRED: 2
MXU'S: 1 BATTERIES REPLACED: 14
NEW CUSTOMERS:
RESIDENTIAL: 12 COMMERCIAL: 0 INDUSTRIAL/GOVERNMENTAL: 0
COMMENTS:
Main breaks: 806 Adrian: Lost 36,000 gallons. Badger and Wolf Street: Lost 90,000 gallons.
eC/4 United City of Yorkville
WATER DEPARTMENT REPORT
kLE,, FEBRUARY 2018
MONTH / YEAR
WELLS
NO WELL DEPTH PUMP DEPTH WATER ABOVE PUMP THIS MONTH'S PUMPAGE
FEET) FEET) FEET) GALLONS)
4 1386 664 384 17,931,000
7 1527 1125 430 6,702,000
8 1384 840 456 15,752,000
9 1368 861 509 1,574,000
TOTAL TREATED 38,849,000
CURRENT MONTH'S PUMPAGE IS 6,418,000 GALLONS less THAN LAST MONTH
2,758,000 GALLONS more THAN LAST YEAR
DAILY AVERAGE PUMPED: 1,387,464 GALLONS
DAILY MAXIMUM PUMPED: 2,166,000 GALLONS
DAILY AVERAGE PER CAPITA USE:77.08 GALLONS
WATER TREATMENT:
CHLORINE: 835 LBS. FED CALCULATED CONCENTRATION: 3.0 MG/L
FLUORIDE: 53 LBS. FED CALCULATED CONCENTRATION: 74 MG/L
POLYPHOSPHATE: 922 LBS. FED CALCULATED CONCENTRATION: 97 MG/L
WATER QUALITY:
BACTERIOLOGICAL SAMPLES ANALYZED BY ILLINOIS ENVIRONMENTAL PROTECTION AGENCY:
26 SATISFACTORY 0 UNSATISFACTORY (EXPLAIN)
FLOURIDE: 3 SAMPLE(S)TAKEN CONCENTRATION: 0.75 MG/L
MAINTENANCE:
NUMBER OF METERS REPLACED: 6 NUMBER OF LEAKS OR BREAKS REPAIRED: 1
MXU'S: 20 BATTERIES REPLACED: 2
NEW CUSTOMERS:
RESIDENTIAL: 3 COMMERCIAL: 0 INDUSTRIAL/GOVERNMENTAL: 0
COMMENTS:
Main breaks: 206 Pleasure Drive Lost 45,000
United City of Yorkville
WATER DEPARTMENT REPORT
11/4kE• MARCH 2018
MONTH I YEAR
WELLS
NO WELL DEPTH PUMP DEPTH WATER ABOVE PUMP THIS MONTH'S PUMPAGE
FEET) FEET) FEET) GALLONS)
4 1386 664 384 19,908,000
7 1527 1125 430 7,338,000
8 1384 840 456 16,049,000
9 1368 861 509 2,159,000
TOTAL TREATED 37,045,000
CURRENT MONTH'S PUMPAGE IS 1,804,000 GALLONS less THAN LAST MONTH
2,983,000 GALLONS more THAN LAST YEAR
DAILY AVERAGE PUMPED: 1,195,000 GALLONS
DAILY MAXIMUM PUMPED: 2,075,000 GALLONS
DAILY AVERAGE PER CAPITA USE:74.90 GALLONS
WATER TREATMENT:
CHLORINE:1,039 LBS. FED CALCULATED CONCENTRATION: 3.0 MG/L
FLUORIDE: 59 LBS. FED CALCULATED CONCENTRATION: 74 MG/L
POLYPHOSPHATE: 1,086 LBS. FED CALCULATED CONCENTRATION: 97 MG/L
WATER QUALITY:
BACTERIOLOGICAL SAMPLES ANALYZED BY ILLINOIS ENVIRONMENTAL PROTECTION AGENCY:
26 SATISFACTORY 0 UNSATISFACTORY (EXPLAIN)
FLOURIDE: 3 SAMPLE(S)TAKEN CONCENTRATION: 0.75 MG/L
MAINTENANCE:
NUMBER OF METERS REPLACED: 4 NUMBER OF LEAKS OR BREAKS REPAIRED: 1
MXU'S: 42 BATTERIES REPLACED: 2
NEW CUSTOMERS:
RESIDENTIAL: 12 COMMERCIAL: 0 INDUSTRIAL/GOVERNMENTAL: 0
COMMENTS:
Service breaks: 700 Game Farm Road
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
Consent Agenda #2
Tracking Number
PW 2018-38
Whispering Meadows - Completion of Improvements – Change Order No. 1
City Council – April 24, 2018
PW 04/17/18
Moved forward to CC consent agenda.
PW 2018-38
Majority
Approval of Change Order No. 1
Consideration of Change Order No. 1
Brad Sanderson Engineering
Name Department
The purpose of this memo is to present Change Order No. 1 for the above referenced project.
A Change Order, as defined by in the General Conditions of the Contract Documents, is a written order to
the Contractor authorizing an addition, deletion or revision in the work within the general scope of the
Contract Documents, or authorizing in the Contract Price or Contract Time.
Background:
The United City of Yorkville and Geneva Construction Co. recently entered into agreement for a contract
value of $1,489,553.11 for the above referenced project. The intent of the project is to resurface the roads
and any necessary storm, water and sanitary repairs within the Whispering Meadows Subdivision.
Questions Presented:
Should the City approve Change Order No. 1 which would decrease the contract amount by $374,784.75.
Discussion:
The changes made to the contract are associated with removing the binder and surface course replacement
along Faxon Road, removing the offsite storm sewer installation and to minimize the storm sewer repairs
to within the roadway limits of Unit 1, 2, and 4 only.
We are recommending approval of the change order.
Action Required:
Consideration of approval of Change Order No. 1 in the amount of $374,784.75.
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: April 6, 2018
Subject: Whispering Meadows Units 1, 2 &4 – Completion of Improvements
CHANGE ORDER
Order No. 1
Date: April 6, 2018
Agreement Date: TBD
NAME OF PROJECT: Whispering Meadows – Completion of Improvements
OWNER: United City of Yorkville
CONTRACTOR: Geneva Construction Co.
The following changes are hereby made to the CONTRACT DOCUMENTS:
1. See Attached
Change of CONTRACT PRICE:
Original CONTRACT PRICE: $1,489,553.11
Current CONTRACT PRICE adjusted by previous CHANGE ORDER(S): $0.00
The CONTRACT PRICE due to this CHANGE ORDER will be (increased) (decreased)
by: $ 374,784.75
The new CONTRACT PRICE including this CHANGE ORDER will be: $1,114,768.36
Change to CONTRACT TIME:
The CONTRACT TIME will be (increased) (decreased) by 0 calendar days.
The date for completion of all work will be August 31, 2018
Justification
Removed from scope of work.
Approvals Required
Requested by: United City of Yorkville
Recommended by: Engineering Enterprises, Inc.
Accepted by: Geneva Construction Co.
CHANGE ORDER NO. 1
WHISPERING MEADOWS - COMPLETION OF IMPROVEMENTS
UNITED CITY OF YORKVILLE
QUANTITY COST QUANTITY COST
1 BIT MATERIALS (PRIME COAT)LB 35,556 0.01$ 0.0 -$ 8,131.0 81.31$
2 HMA SURFACE REMOVAL, 1.5"SY 10,532 1.50$ 0.0 -$ 0.0 -$
3 HMA SURFACE REMOVAL, 2.5"SY 59,731 1.60$ 0.0 -$ 15,638.0 25,020.80$
4 HMA SURF REM - BUTT JOINT SY 80 12.00$ 0.0 1,104.00$ 0.0 -$
5 HMA SURF CSE, MIX "D", N50 TON 6,084 57.00$ 0.0 -$ 1,348.7 76,875.90$
6 HMA BINDER COURSE, IL-19.0, N50 TON 9,033 55.00$ 0.0 -$ 2,248.0 123,640.00$
7 REM AND DISP OF UNSUITABLE MATL CY 1,000 29.00$ 0.0 -$ 0.0 -$
8 AGG SUBGRADE IMPROVEMENT CY 1,000 38.00$ 0.0 -$ 0.0 -$
9 GEOTECH FAB F/ GR STAB SY 3,000 0.95$ 0.0 -$ 0.0 -$
10 PCC SIDEWALK REM & REPL SF 7,135 7.00$ 0.0 -$ 0.0 -$
11 PCC SIDEWALK 5 INCH, SPEC SF 360 6.50$ 0.0 -$ 0.0 -$
12 DETECTABLE WARNINGS SF 420 21.00$ 0.0 -$ 0.0 -$
13 COMB CC&G REM & REPL LF 2,225 30.00$ 0.0 -$ 0.0 -$
14 SAWCUT AND CAULKING CRACKED CC&G EA 144 35.00$ 0.0 -$ 0.0 -$
15 EPOXY PATCH CURB HEAD EA 152 45.00$ 0.0 -$ 0.0 -$
16 CRACK SEALING (CURBS)LF 41,273 0.41$ 0.0 -$ 8,239.0 3,377.99$
17 THERMOPLASTIC PAVMNT MARKING - 6"LF 1,120 2.20$ 0.0 -$ 0.0 -$
18 THERMOPLASTIC PAVMNT MARKING - 24"LF 95 5.26$ 0.0 -$ 0.0 -$
19 YIELD SIGN INSTALLATION EA 1 300.00$ 0.0 -$ 0.0 -$
20 DIVIDED ROAD SIGN INSTALLATION EA 2 300.00$ 0.0 -$ 0.0 -$
21 REALIGN STREET LIGHTS EA 2 683.03$ 0.0 -$ 0.0 -$
22 BACKFILL AROUND STREET LIGHTS EA 2 724.18$ 0.0 -$ 0.0 -$
23 48-HOUR BURN TEST LS 1 1,734.90$ 0.0 -$ 0.0 -$
24 MH LID REPLACEMENT - SANITARY EA 2 150.00$ 0.0 -$ 0.0 -$
25 LOCATE & ADJ STRUCTURE- SANITARY EA 4 675.00$ 0.0 -$ 0.0 -$
26 RESET FR & ADJ RINGS - SANITARY EA 2 500.00$ 0.0 -$ 0.0 -$
27 RESET FRAME - SANITARY EA 9 450.00$ 0.0 -$ 0.0 -$
28 STRUCTURE ADJ - SANITARY EA 1 500.00$ 0.0 -$ 0.0 -$
29 REPLACE CHIMNEY SEAL EA 3 275.00$ 0.0 -$ 0.0 -$
30 MH FR & LID REPLACEMENT- SANITARY EA 2 685.00$ 0.0 -$ 0.0 -$
31 PIPE GROUTING - SANITARY EA 1 100.00$ 0.0 -$ 0.0 -$
32 CLEAN STRUCTURE - SANITARY EA 2 195.00$ 0.0 -$ 0.0 -$
33 MANDREL TESTING - SANITARY LS 1 600.00$ 0.0 -$ 0.0 -$
34 TELEVISING - SANITARY LF 20,075 1.65$ 0.0 -$ 0.0 -$
DEDUCTIONSITEM NO.ITEMS UNIT CONTRACT
QUANTITY UNIT PRICE ADDITIONS
CHANGE ORDER NO. 1
WHISPERING MEADOWS - COMPLETION OF IMPROVEMENTS
UNITED CITY OF YORKVILLE
QUANTITY COST QUANTITY COST
DEDUCTIONSITEM NO.ITEMS UNIT CONTRACT
QUANTITY UNIT PRICE ADDITIONS
35 LOCATE & ADJ STRUCTURE - STORM EA 16 375.00$ 0.0 -$ 16.0 6,000.00$
36 STRUCTURE ADJ - STORM EA 2 275.00$ 0.0 -$ 2.0 550.00$
37 RESET FR & ADJ RINGS - STORM EA 10 275.00$ 0.0 -$ 10.0 2,750.00$
38 RESET FRAME - STORM EA 23 275.00$ 0.0 -$ 23.0 6,325.00$
39 MH FR & LID REPLACEMENT- STORM EA 8 850.00$ 0.0 -$ 0.0 -$
40 REPLACE ADJ RINGS - STORM EA 10 325.00$ 0.0 -$ 7.0 2,275.00$
41 REPL MH OPEN LID - STORM EA 2 193.00$ 0.0 -$ 2.0 386.00$
42 REPOUR BENCH - STORM EA 7 300.00$ 0.0 -$ 4.0 1,200.00$
43 STEP INSTALLATION - STORM EA 14 185.00$ 0.0 -$ 14.0 2,590.00$
44 FLARED END SECTION GRATE, 24"EA 1 460.00$ 0.0 -$ 1.0 460.00$
45 FLARED END SECTION RIP RAP SY 210 75.00$ 0.0 -$ 210.0 15,750.00$
46 BACKFILL SINKHOLE - STORM EA 11 125.00$ 0.0 -$ 11.0 1,375.00$
47 PATCH LIFT HOLE IN STRUCT - STORM EA 50 65.00$ 0.0 -$ 50.0 3,250.00$
48 RESET BARREL SECT - STORM EA 1 310.00$ 0.0 -$ 1.0 310.00$
49 PIPE GROUTING - STORM EA 1 100.00$ 0.0 -$ 0.0 -$
50 CLEAN STRUCTURE - STORM EA 60 195.00$ 0.0 -$ 60.0 11,700.00$
51 CLEAN OULTET STRUCTURE - STORM EA 1 1,350.00$ 0.0 -$ 1.0 1,350.00$
52 MORTAR FILLETS EA 128 55.00$ 0.0 -$ 0.0 -$
53 REMOVE FILTER BASKET/FABRIC EA 59 20.00$ 0.0 -$ 59.0 1,180.00$
54 ADJ. STORM RESTRICTOR STRUCTURE EA 1 400.00$ 0.0 -$ 1.0 400.00$
55 REMOVE & REPLACE STORM SEWER, 12"LF 8 411.00$ 0.0 -$ 0.0 -$
56 CLEAN STORM SEWER LF 347 7.75$ 0.0 -$ 347.0 2,689.25$
57 DET. BASIN OVERFLOW WEIR INSTALL LS 1 6,500.00$ 0.0 -$ 1.0 6,500.00$
58 STORM SEWER CL A 1 18"LF 1,400 39.00$ 0.0 -$ 1,400.0 54,600.00$
59 MANHOLE TA 4' DIA T1F CL EA 3 1,650.00$ 0.0 -$ 3.0 4,950.00$
60 18" FES W/ GRATE EA 1 1,400.00$ 0.0 -$ 1.0 1,400.00$
61 CONNECT TO EX STORM SEWER (CORE DRILL)EA 1 1,700.00$ 0.0 -$ 1.0 1,700.00$
62 REMOVE EXISTING 18" FES EA 1 100.00$ 0.0 -$ 1.0 100.00$
63 STORM SEWER REMOVAL 18"LF 55 13.00$ 0.0 -$ 55.0 715.00$
64 TELEVISING - STORM LF 1,750 3.65$ 0.0 -$ 1,750.0 6,387.50$
65 REPLACE ADJ RINGS - VALVE VAULT EA 2 275.00$ 0.0 -$ 0.0 -$
66 LOCATE & ADJ STRUCT - VALVE VAULT EA 7 400.00$ 0.0 -$ 0.0 -$
67 STRUCTURE ADJUST - VALVE VAULT EA 2 275.00$ 0.0 -$ 0.0 -$
68 RESET FR & ADJ RINGS - VALVE VAULT EA 9 275.00$ 0.0 -$ 0.0 -$
CHANGE ORDER NO. 1
WHISPERING MEADOWS - COMPLETION OF IMPROVEMENTS
UNITED CITY OF YORKVILLE
QUANTITY COST QUANTITY COST
DEDUCTIONSITEM NO.ITEMS UNIT CONTRACT
QUANTITY UNIT PRICE ADDITIONS
69 RESET FRAME - VALVE VAULT EA 1 275.00$ 0.0 -$ 0.0 -$
70 CLEAN STRUCTURE - VALVE VAULT EA 3 195.00$ 0.0 -$ 0.0 -$
71 REPLACE BROKEN AUX VB - WATER EA 2 725.00$ 0.0 -$ 0.0 -$
72 ADJ AUX VB TO GRADE - WATER EA 17 230.00$ 0.0 -$ 0.0 -$
73 REALIGN AUX VB - WATER EA 9 410.00$ 0.0 -$ 0.0 -$
74 CLEAN AUX VB OF DEBRIS - WATER EA 5 195.00$ 0.0 -$ 0.0 -$
75 REM & REPL BROKEN B-BOX EA 20 420.00$ 0.0 -$ 0.0 -$
76 RAISE FIRE HYDRANT TO GRADE EA 4 950.00$ 0.0 -$ 0.0 -$
77 LOWER FIRE HYDRANT TO GRADE EA 2 1,000.00$ 0.0 -$ 0.0 -$
78 ROTATE FIRE HYDRANT EA 3 130.00$ 0.0 -$ 0.0 -$
79 RESET FIRE HYDRANT - LEANING EA 2 1,360.00$ 0.0 -$ 0.0 -$
80 BACKFILL AROUND FIRE HYDRANT EA 1 100.00$ 0.0 -$ 0.0 -$
81 REPAINT FIRE HYDRANT EA 62 180.00$ 0.0 -$ 0.0 -$
82 TOPSOIL STRIP, STOCKPILE, & REPLACEMENT LS 1 10,000.00$ 0.0 -$ 1.0 10,000.00$
83 PARKWAY GRADING & RESTORATION SY 125 12.50$ 0.0 -$ 0.0 -$
84 ALLOWANCE - ITEMS ORDERED BY ENGINEER UNIT 40,000 1.00$ 0.0 -$ 0.0 -$
TOTAL ADDITIONS =1,104.00$
TOTAL DEDUCTIONS =(375,888.75)$
ORIGINAL CONTRACT PRICE:1,489,553.11$
AMOUNT OF CURRENT CHANGE ORDER:(374,784.75)$
NEW CONTRACT PRICE:$1,114,768.36
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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
Parks and Recreation
Agenda Item Number
Consent Agenda #3
Tracking Number
PW 2018-39
Whispering Meadows Completion of Improvements – Construction Engineering Agreement
City Council – April 24, 2018
PW 04/17/18
Moved forward to CC consent agenda.
PW 2018-39
Supermajority (6 out of 9)
Approval
See attached memo.
Bart Olson Administration
Name Department
Summary
Approval of an engineering agreement with EEI for construction engineering related to the
Whispering Meadows infrastructure project.
Background
This item was discussed at the March 27th City Council meeting. At that meeting, the City
Council awarded a bid for Whispering Meadows paving and infrastructure. Accordingly, EEI has
submitted an engineering agreement for our consideration for construction engineering.
The attached contract contains a $70,892 estimate for construction engineering and $5,000 for
subcontracting to Rubino Engineering for material testing of concrete and asphalt. Construction
engineering will be paid on an hourly basis. These amounts are included in the FY 19 budget.
Construction is expected to occur in Summer 2018.
Recommendation
Staff recommends approval of the engineering agreement with EEI for construction engineering
related to the Whispering Meadows infrastructure project.
Memorandum
To: City Council
From: Bart Olson, City Administrator
CC:
Date: April 12, 2018
Subject: Whispering Meadows completion – construction engineering
Whispering Meadows – Completion of Improvements
United City of Yorkville, Kendall County, IL
Professional Services Agreement - Construction Engineering
THIS AGREEMENT, by and between the United City of Yorkville, hereinafter referred
to as the "City" or “OWNER” and Engineering Enterprises, Inc. hereinafter referred to as
the "Contractor" or “ENGINEER” agrees as follows:
A. Services:
ENGINEER agrees to furnish to the City the following services: The ENGINEER shall
provide any and all necessary engineering services to the City as indicated on the
included Attachment A. All Engineering will be in accordance with all City and Illinois
Department of Transportation requirements.
B. Term:
Services will be provided beginning on the date of execution of this agreement and
continuing, until terminated by either party upon 7 days written notice to the non-
terminating party or upon completion of the Services. Upon termination the ENGINEER
shall be compensated for all work performed for the City prior to termination.
C. Compensation and maximum amounts due to ENGINEER:
ENGINEER shall receive as compensation for all work and services to be performed
herein, an amount based on the Estimate of Level of Effort and Associated Cost included
in Attachment B. Construction Engineering will be paid for hourly at the actual rates for
services to be performed, currently estimated at $70,892.00. The hourly rates for this
project are shown in the attached 2018 Standard Schedule of Charges. All payments will
be made according to the Illinois State Prompt Payment Act and not less than once every
thirty days.
For outside services provided by other firms or subconsultants, the City shall pay the
ENGINEER the invoiced fee to the ENGINEER, plus 10%. Such outside services
include, but are not limited to services to be provided by Rubino Engineering, Inc. and
are estimated at $5,000.00
D. Changes in Rates of Compensation:
In the event that this contract is designated in Section B hereof as an Ongoing Contract,
ENGINEER, on or before February 1st of any given year, shall provide written notice of
any change in the rates specified in Section C hereof (or on any attachments hereto) and
said changes shall only be effective on and after May 1st of that same year.
E. Ownership of Records and Documents:
Whispering Meadows – Completion of Improvements
United City of Yorkville
Professional Services Agreement
Design and Construction Engineering
ENGINEER agrees that all books and records and other recorded information developed
specifically in connection with this agreement shall remain the property of the City.
ENGINEER agrees to keep such information confidential and not to disclose or
disseminate the information to third parties without the consent of the City. This
confidentiality shall not apply to material or information, which would otherwise be
subject to public disclosure through the freedom of information act or if already
previously disclosed by a third party. Upon termination of this agreement, ENGINEER
agrees to return all such materials to the City. The City agrees not to modify any original
documents produced by ENGINEER without contractors consent. Modifications of any
signed duplicate original document not authorized by ENGINEER will be at OWNER’s
sole risk and without legal liability to the ENGINEER. Use of any incomplete, unsigned
document will, likewise, be at the OWNER’s sole risk and without legal liability to the
ENGINEER.
F. Governing Law:
This contract shall be governed and construed in accordance with the laws of the State of
Illinois. Venue shall be in Kendall County, Illinois.
G. Independent Contractor:
ENGINEER shall have sole control over the manner and means of providing the work
and services performed under this agreement. The City’s relationship to the ENGINEER
under this agreement shall be that of an independent contractor. ENGINEER will not be
considered an employee to the City for any purpose.
H. Certifications:
Employment Status : The Contractor certifies that if any of its personnel are an employee
of the State of Illinois, they have permission from their employer to perform the service.
Anti-Bribery : The Contractor certifies it is not barred under 30 Illinois Compiled
Statutes 500/50-5(a) - (d) from contracting as a result of a conviction for or admission of
bribery or attempted bribery of an officer or employee of the State of Illinois or any
other state.
Loan Default: If the Contractor is an individual, the Contractor certifies that he/she is not
in default for a period of six months or more in an amount of $600 or more on the
repayment of any educational loan guaranteed by the Illinois State Scholarship
Commission made by an Illinois institution of higher education or any other loan made
from public funds for the purpose of financing higher education (5 ILCS 385/3).
Whispering Meadows – Completion of Improvements
United City of Yorkville
Professional Services Agreement
Design and Construction Engineering
Felony Certification: The Contractor certifies that it is not barred pursuant to 30 Illinois
Compiled Statutes 500/50-10 from conducting business with the State of Illinois or any
agency as a result of being convicted of a felony.
Barred from Contracting : The Contractor certifies that it has not been barred from
contracting as a result of a conviction for bid-rigging or bid rotating under 720 Illinois
Compiled Statutes 5/33E or similar law of another state.
Drug Free Workplace: The Contractor certifies that it is in compliance with the Drug
Free Workplace Act (30 Illinois Compiled Statutes 580) as of the effective date of this
contract. The Drug Free Workplace Act requires, in part, that Contractors, with 25 or
more employees certify and agree to take steps to ensure a drug free workplace by
informing employees of the dangers of drug abuse, of the availability of any treatment or
assistance program, of prohibited activities and of sanctions that will be imposed for
violations; and that individuals with contracts certify that they will not engage in the
manufacture, distribution, dispensation, possession, or use of a controlled substance in
the performance of the contract.
Non-Discrimination, Certification, and Equal Employment Opportunity : The Contractor
agrees to comply with applicable provisions of the Illinois Human Rights Act (775
Illinois Compiled Statutes 5), the U.S. Civil Rights Act, the Americans with Disabilities
Act, Section 504 of the U.S. Rehabilitation Act and the rules applicable to each. The
equal opportunity clause of Section 750.10 of the Illinois Department of Human Rights
Rules is specifically incorporated herein. The Contractor shall comply with Executive
Order 11246, entitled Equal Employment Opportunity, as amended by Executive Order
11375, and as supplemented by U.S. Department of Labor regulations (41 C.F.R.
Chapter 60). The Contractor agrees to incorporate this clause into all subcontracts under
this Contract.
International Boycott: The Contractor certifies that neither it nor any substantially owned
affiliated company is participating or shall participate in an international boycott in
violation of the provisions of the U.S. Export Administration Act of 1979 or the
regulations of the U.S. Department of Commerce promulgated under that Act (30 ILCS
582).
Record Retention and Audits: If 30 Illinois Compiled Statutes 500/20-65 requires the
Contractor (and any subcontractors) to maintain, for a period of 3 years after the later of
the date of completion of this Contract or the date of final payment under the Contract, all
books and records relating to the performance of the Contract and necessary to support
amounts charged to the City under the Contract. The Contract and all books and records
related to the Contract shall be available for review and audit by the City and the Illinois
Auditor General. If this Contract is funded from contract/grant funds provided by the
U.S. Government, the Contract, books, and records shall be available for review and
audit by the Comptroller General of the U.S. and/or the Inspector General of the federal
Whispering Meadows – Completion of Improvements
United City of Yorkville
Professional Services Agreement
Design and Construction Engineering
sponsoring agency. The Contractor agrees to cooperate fully with any audit and to
provide full access to all relevant materials.
United States Resident Certification: (This certification must be included in all contracts
involving personal services by non-resident aliens and foreign entities in accordance with
requirements imposed by the Internal Revenue Services for withholding and reporting
federal income taxes.) The Contractor certifies that he/she is a: x United States Citizen
___ Resident Alien ___ Non-Resident Alien The Internal Revenue Service requires that
taxes be withheld on payments made to non resident aliens for the performance of
personal services at the rate of 30%.
Tax Payer Certification : Under penalties of perjury, the Contractor certifies that its
Federal Tax Payer Identification Number or Social Security Number is (provided
separately) and is doing business as a (check one): ___ Individual ___ Real Estate
Agent ___ Sole Proprietorship ___ Government Entity ___ Partnership ___ Tax
Exempt Organization (IRC 501(a) only) x Corporation ___ Not for Profit Corporation
___ Trust or Estate ___ Medical and Health Care Services Provider Corp.
I. Indemnification:
ENGINEER shall indemnify and hold harmless the City and City’s agents, servants, and
employees against all loss, damage, and expense which it may sustain or for which it will
become liable on account of injury to or death of persons, or on account of damage to or
destruction of property resulting from the performance of work under this agreement by
ENGINEER or its Subcontractors, or due to or arising in any manner from the wrongful
act or negligence of ENGINEER or its Subcontractors of any employee of any of them.
In the event that the either party shall bring any suit, cause of action or counterclaim
against the other party, the non-prevailing party shall pay to the prevailing party the cost
and expenses incurred to answer and/or defend such action, including reasonable attorney
fees and court costs. In no event shall the either party indemnify any other party for the
consequences of that party’s negligence, including failure to follow the ENGINEER’s
recommendations.
J. Insurance:
The ENGINEER agrees that it has either attached a copy of all required insurance
certificates or that said insurance is not required due to the nature and extent of the types
of services rendered hereunder. (Not applicable as having been previously supplied)
K. Additional Terms or Modification:
The terms of this agreement shall be further modified as provided on the attachments.
Except for those terms included on the attachments, no additional terms are included as a
part of this agreement. All prior understandings and agreements between the parties are
merged into this agreement, and this agreement may not be modified orally or in any
Whispering Meadows – Completion of Improvements
United City of Yorkville
Professional Services Agreement
Design and Construction Engineering
manner other than by an agreement in writing signed by both parties. In the event that
any provisions of this agreement shall be held to be invalid or unenforceable, the
remaining provisions shall be valid and binding on the parties. The list of attachments
are as follows:
Attachment A: Scope of Services
Attachment B: Estimated Level of Effort and Associated Cost
Attachment C: Anticipated Project Schedule
Attachment D: Location Map
Attachment E: 2018 Standard Schedule of Charges
L. Notices:
All notices required to be given under the terms of this agreement shall be given mail,
addressed to the parties as follows:
For the City: For the ENGINEER:
City Administrator and City Clerk Engineering Enterprises, Inc.
United City of Yorkville 52 Wheeler Road
800 Game Farm Road Sugar Grove Illinois 60554
Yorkville, IL 60560
Either of the parties may designate in writing from time to time substitute addresses or
persons in connection with required notices.
Agreed to this _____day of __________________, 2018.
United City of Yorkville: Engineering Enterprises, Inc.:
_________________________________ ________________________________
Gary Golinski Brad Sanderson, P.E.
Mayor Vice President
_________________________________ ________________________________
Beth Warren Angie Smith
City Clerk Executive Assistant
Whispering Meadows – Completion of Improvements
United City of Yorkville
Kendall County, IL
Professional Services Agreement - Construction Engineering
Attachment A – Scope of Services
Construction Engineering:
Attend the Pre-Construction Conference with the Contractor
Provide resident engineering for on-site observation
Daily documentation of work tasks and calculation of installed pay items
Monitor adherence to specifications
Gather material inspection and coordinate any required testing on behalf of the City
Provide guidance to the contractor when questions arise during construction
Prepare/verify payment estimates
Prepare change orders
Gather certified payrolls and waivers of lien
Provide information to residents as required
Perform punch list inspections, provide follow up inspections and recommend acceptance when
appropriate
Communicate activities with City weekly, or as required based on onsite activities
Prepare necessary closeout paperwork
ATTACHMENT B - ESTIMATE OF LEVEL OF EFFORT AND ASSOCIATED COSTPROFESSIONAL ENGINEERING SERVICES WHISPERING MEADOWS - COMPLETION OF IMPROVEMENTSUnited City of Yorkville, ILENTITY:ADMIN. WORKPRINCIPAL SENIOR SENIOR SENIOR ITEM COSTWORKIN PROJECT PROJECT PROJECT PROJECT PROJECT PROJECT CAD PROJECT HOUR PERITEMCHARGE MANAGER ENGINEER II ENGINEER MANAGER SURVEYOR I TECHNICIAN MANAGER TECHNICIAN ADMIN. SUMM. ITEMNO. WORK ITEM HOURLY RATE: $197 $173 $160 $137 $173 $149 $125 $173 $137 $70CONSTRUCTION ENGINEERING3.1 Contract Administration16 24 24 4 68 10,560$ 3.2 Construction Layout2 30 32 4,430$ 3.3 Observation and Documentation16 30 350 396 55,902$ Construction Engineering Subtotal: 32 - 56 404 - - - - - 4 496 70,892$ PROJECT TOTAL: 32 - 56 404 - - - - - 4 496 70,892 Printing = -$ 70,612$ Supplies & Misc. = -$ -$ Material Testing (Rubino) = 5,000$ -$ 280$ 70,892$ DIRECT EXPENSES = 5,000$ 75,892$ \\Milkyway\EEI_Storage\Docs\Public\Yorkville\2017\YO1725-C Whispering Meadows, Units 1, 2 & 4-Completion of Improvements\PSA\[Attachment B - Fee Estimate.xlsx]Fee SummaryPROJECT ROLE:Surveying Expenses = Drafting Expenses = Administrative Expenses = TOTAL LABOR EXPENSES = TOTAL EXPENSES = ENGINEERING SURVEYING DRAFTINGEngineering Expenses = DIRECT EXPENSESLABOR SUMMARY
WORKYear:ITEM Month:NO. WORK ITEM Week Starting:123412341234123412341234123412341234CONSTRUCTION ENGINEERING3.1 Contract Administration3.2 Constructing Layout3.3 Observation and Documentation\\Milkyway\EEI_Storage\Docs\Public\Yorkville\2017\YO1725-C Whispering Meadows, Units 1, 2 & 4-Completion of Improvements\PSA\[Attachment C - Schedule.xls]ScheduleLegendProject Management & QC/QA PreliminaryMeeting(s) Design Work ItemBidding and Contracting ConstructionApril June July August SeptemberATTACHMENT C:ANTICIPATED PROJECT SCHEDULEWHISPERING MEADOWS - COMPLETION OF IMPROVEMENTSUNITED CITY OF YORKVILLEMay2018January February March
Unit 4Unit 2Unit 1EldenDrMcMurtrieCtMeadowviewLnHigh Ridge LnAlanDaleLnA la n D aleL n
RedbudDrCannonballTrlCannonball TrlMcMurtrieWayHoneysuckleLnCanyonTrail CtNorthland LnP a tr ic ia L nAm andaLnYellowstone LnCatalpaTrlCanyon TrlTwinleafTrlAlice AveFaxonRdFaxon RdSumac DrWinterberryDrGoldenrodDrIroqoisLnN Br i d g e S t N B rid g e S tEngineering Enterprises, Inc.52 Wheeler RoadSugar Grove, Illinois 60554(630) 466-6700Whispering MeadowsAttachment Dwww.eeiweb.comDATEDATE:PROJECT NO.:FILE:PATH:BY:APRIL 2018YO1725YO1725_Attachment D.MXDH:\GIS\PUBLIC\YORKVILLE\2017\MJTNO.REVISIONS³United City of Yorkville800 Game Farm RoadYorkville, IL 60560630-553-4350www.yorkville.il.us05001,000250Feet
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
Consent Agenda #4
Tracking Number
PW 2018-40
Fox Highland-Raintree Village Water Main Interconnect
City Council – April 24, 2018
PW 04/17/18
Moved forward to CC consent agenda.
PW 2018-40
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 10:15 a.m., April
6, 2018. Representatives of contractors bidding the project and our firm were in attendance. A
tabulation of the bids and the engineer’s estimate is attached for your information and record.
The low bid was below our engineer’s estimate and within budget.
Therefore, we recommend the acceptance of the bid and approval of award be made to the low
bidder, Vian Construction Co., Inc., 1041 Martha Street, Elk Grove Village, Illinois 60007 in the
amount of $292,304.00.
If you have any questions or require additional information, please let us know.
Memorandum
To: Bart Olson, City Administrator
From: Brad Sanderson, EEI
CC: Eric Dhuse, Director of Public Works
Krysti Barksdale-Noble, Community Dev. Dir.
Lisa Pickering, Deputy City Clerk
Date: April 10, 2018
Subject: Fox Highland – Raintree Village Water Main Interconnect
BID TABULATIONFOX HIGHLAND-RAINTREE VILLAGE WATER MAIN INTERCONNECTUNITED CITY OF YORKVILLEBID TABULATIONENGINEER'S ESTIMATEBIDS RECD 4/6/201852 Wheeler RoadSugar Grove, IL 60554ITEMUNIT UNIT UNIT UNIT UNIT UNIT UNITNO. DESCRIPTION UNIT QUANTITY PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT1WATER MAIN, 8-INCH D.I.P, CLASS 52, WITH POLYETHYLENE WRAP FOOT 1,010108.00$ 109,080.00$ 110.00$ 111,100.00$ 95.00$ 95,950.00$ 83.00$ 83,830.00$ 115.00$ 116,150.00$ 140.00$ 141,400.00$ 80.00$ 80,800.00$ 2WATER MAIN PROTECTION, PVC, C-900, 12-INCH FOOT 18840.00$ 7,520.00$ 110.00$ 20,680.00$ 50.00$ 9,400.00$ 80.00$ 15,040.00$ 50.00$ 9,400.00$ 110.00$ 20,680.00$ 80.00$ 15,040.00$ 3CONNECTION TO EXISTING WATER MAIN, 8-INCH EACH 22,800.00$ 5,600.00$ 3,000.00$ 6,000.00$ 3,000.00$ 6,000.00$ 3,000.00$ 6,000.00$ 2,350.00$ 4,700.00$ 4,000.00$ 8,000.00$ 3,800.00$ 7,600.00$ 4GATE VALVE & VALVE BOX, 8-INCH (RESILIENT SEAT) EACH 11,600.00$ 1,600.00$ 3,800.00$ 3,800.00$ 3,500.00$ 3,500.00$ 1,900.00$ 1,900.00$ 2,500.00$ 2,500.00$ 1,800.00$ 1,800.00$ 2,100.00$ 2,100.00$ 5PRESSURE CONNECTION WITH 8-INCH GATE VALVE IN 60-INCH VAULT EACH 25,200.00$ 10,400.00$ 7,000.00$ 14,000.00$ 7,000.00$ 14,000.00$ 7,500.00$ 15,000.00$ 7,800.00$ 15,600.00$ 9,750.00$ 19,500.00$ 7,000.00$ 14,000.00$ 68-INCH PRESSURE REDUCING VALVE IN 60" VAULT W/TYPE 1 FR & CL EACH 214,100.00$ 28,200.00$ 20,000.00$ 40,000.00$ 17,000.00$ 34,000.00$ 22,000.00$ 44,000.00$ 19,900.00$ 39,800.00$ 18,000.00$ 36,000.00$ 25,000.00$ 50,000.00$ 7FIRE HYDRANT ASSEMBLY WITH AUX. VALVE, 6-INCH MJ EACH 25,400.00$ 10,800.00$ 5,000.00$ 10,000.00$ 5,200.00$ 10,400.00$ 6,200.00$ 12,400.00$ 5,000.00$ 10,000.00$ 5,000.00$ 10,000.00$ 5,000.00$ 10,000.00$ 8DUCTILE IRON FITTINGS LB 7405.00$ 3,700.00$ 5.00$ 3,700.00$ 8.00$ 5,920.00$ 0.10$ 74.00$ 10.00$ 7,400.00$ 0.01$ 7.40$ 9.00$ 6,660.00$ 9WATER SERVICE CONNECTION, 1-INCH EACH 11,200.00$ 1,200.00$ 3,000.00$ 3,000.00$ 1,000.00$ 1,000.00$ 900.00$ 900.00$ 1,200.00$ 1,200.00$ 1,000.00$ 1,000.00$ 1,200.00$ 1,200.00$ 10WATER SERVICE PIPE, 1-INCH TYPE K COPPER FOOT 2556.00$ 1,400.00$ 51.00$ 1,275.00$ 30.00$ 750.00$ 55.00$ 1,375.00$ 43.25$ 1,081.25$ 15.00$ 375.00$ 40.00$ 1,000.00$ 11WATE MAIN TESTING-PRESSURE AND DISINFECTION LSUM 12,200.00$ 2,200.00$ 1,000.00$ 1,000.00$ 5,000.00$ 5,000.00$ 5,000.00$ 5,000.00$ 2,000.00$ 2,000.00$ 2,500.00$ 2,500.00$ 4,000.00$ 4,000.00$ 12FOUNDATION MATERIAL CUYD 25022.00$ 5,500.00$ 1.00$ 250.00$ 40.00$ 10,000.00$ 20.00$ 5,000.00$ 30.00$ 7,500.00$ 1.00$ 250.00$ 30.00$ 7,500.00$ 13EXPLORATORY EXCAVATION EACH 4300.00$ 1,200.00$ 10.00$ 40.00$ 500.00$ 2,000.00$ 220.00$ 880.00$ 500.00$ 2,000.00$ 250.00$ 1,000.00$ 1,000.00$ 4,000.00$ 14BITUMINOUS MATERIALS (TACK COAT) LB 3,8122.00$ 7,624.00$ 1.00$ 3,812.00$ 0.50$ 1,906.00$ 1.00$ 3,812.00$ 0.50$ 1,906.00$ 1.00$ 3,812.00$ 0.20$ 762.40$ 15HOT-MIX ASPHALT PAVEMENT REMOVAL SQYD 1,5404.00$ 6,160.00$ 5.00$ 7,700.00$ 11.00$ 16,940.00$ 4.00$ 6,160.00$ 10.00$ 15,400.00$ 4.00$ 6,160.00$ 63.00$ 97,020.00$ 16HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N50 TON 230126.00$ 28,980.00$ 95.00$ 21,850.00$ 90.00$ 20,700.00$ 129.00$ 29,670.00$ 90.00$ 20,700.00$ 120.00$ 27,600.00$ 64.00$ 14,720.00$ 17HOT-MIX ASPHALT SURFACE COURSE, MIX "D", N50 TON 14088.00$ 12,320.00$ 105.00$ 14,700.00$ 100.00$ 14,000.00$ 90.00$ 12,600.00$ 93.00$ 13,020.00$ 83.00$ 11,620.00$ 67.00$ 9,380.00$ 18ROADWAY EDGE CRACK SEALING FOOT 2,0002.00$ 4,000.00$ 2.00$ 4,000.00$ 3.50$ 7,000.00$ 2.00$ 4,000.00$ 2.50$ 5,000.00$ 2.00$ 4,000.00$ 2.70$ 5,400.00$ 19SIDEWALK REMOVAL AND REPLACEMENT SQFT 22510.00$ 2,250.00$ 10.00$ 2,250.00$ 12.00$ 2,700.00$ 9.00$ 2,025.00$ 15.00$ 3,375.00$ 9.00$ 2,025.00$ 25.00$ 5,625.00$ 20COMBINATION CURB AND GUTTER REMOVAL AND REPLACEMENT FOOT 5548.00$ 2,640.00$ 50.00$ 2,750.00$ 45.00$ 2,475.00$ 32.00$ 1,760.00$ 88.00$ 4,840.00$ 34.00$ 1,870.00$ 40.00$ 2,200.00$ 21PCC DRIVEWAY REMOVAL AND REPLACEMENT SQYD 3088.00$ 2,640.00$ 10.00$ 300.00$ 90.00$ 2,700.00$ 75.00$ 2,250.00$ 65.00$ 1,950.00$ 87.00$ 2,610.00$ 75.00$ 2,250.00$ 22FIRE HYDRANT REMOVAL EACH 1350.00$ 350.00$ 750.00$ 750.00$ 700.00$ 700.00$ 1,100.00$ 1,100.00$ 700.00$ 700.00$ 150.00$ 150.00$ 750.00$ 750.00$ 23SANITARY SERVICE REPAIR, PVC SDR-26, D-2241, 6-INCH EACH 2400.00$ 800.00$ 100.00$ 200.00$ 2,000.00$ 4,000.00$ 800.00$ 1,600.00$ 1,000.00$ 2,000.00$ 500.00$ 1,000.00$ 600.00$ 1,200.00$ 24STORM SEWER REPAIR, PVC SCHEDULE 40, 4-INCH FOOT 2057.00$ 1,140.00$ 64.00$ 1,280.00$ 50.00$ 1,000.00$ 25.00$ 500.00$ 45.00$ 900.00$ 40.00$ 800.00$ 30.00$ 600.00$ 25STORM SEWER REPAIR, RCP, 12-INCH FOOT 6065.00$ 3,900.00$ 75.00$ 4,500.00$ 70.00$ 4,200.00$ 59.00$ 3,540.00$ 92.51$ 5,550.60$ 130.00$ 7,800.00$ 80.00$ 4,800.00$ 26STORM SEWER REPAIR, RCP, 15-INCH FOOT 1070.00$ 700.00$ 85.00$ 850.00$ 150.00$ 1,500.00$ 85.00$ 850.00$ 220.00$ 2,200.00$ 290.00$ 2,900.00$ 90.00$ 900.00$ 27STORM SEWER REPAIR, RCP, 30-INCH FOOT 10375.00$ 3,750.00$ 110.00$ 1,100.00$ 250.00$ 2,500.00$ 120.00$ 1,200.00$ 350.00$ 3,500.00$ 315.00$ 3,150.00$ 120.00$ 1,200.00$ 28RESTORATION SQYD 9045.00$ 4,050.00$ 10.00$ 900.00$ 40.00$ 3,600.00$ 10.00$ 900.00$ 20.00$ 1,800.00$ 25.00$ 2,250.00$ 10.00$ 900.00$ 29NON-SPECIAL, NON-HAZARDOUS SOIL WASTE DISPOSAL, TYPE 1 TON 5050.00$ 2,500.00$ 40.00$ 2,000.00$ 30.00$ 1,500.00$ 10.00$ 500.00$ 15.00$ 750.00$ 50.00$ 2,500.00$ 70.00$ 3,500.00$ 30NON-SPECIAL, NON-HAZARDOUS SOIL WASTE DISPOSAL, TYPE 2 TON 5050.00$ 2,500.00$ 40.00$ 2,000.00$ 40.00$ 2,000.00$ 15.00$ 750.00$ 12.00$ 600.00$ 25.00$ 1,250.00$ 70.00$ 3,500.00$ 31PERIMETER EROSION BARRIER FOOT 2004.00$ 800.00$ 3.00$ 600.00$ 4.00$ 800.00$ 2.00$ 400.00$ 5.00$ 1,000.00$ 5.00$ 1,000.00$ 3.00$ 600.00$ 32TRAFFIC CONTROL AND PROTECTION LSUM 16,800.00$ 6,800.00$ 5,000.00$ 5,000.00$ 5,000.00$ 5,000.00$ 42,200.00$ 42,200.00$ 17,500.00$ 17,500.00$ 4,990.60$ 4,990.60$ 6,250.00$ 6,250.00$ 33ALLOWANCE-ITEMS ORDERED BY THE ENGINEER UNIT 10,0001.00$ 10,000.00$ 1.00$ 10,000.00$ 1.00$ 10,000.00$ 1.00$ 10,000.00$ 1.00$ 10,000.00$ 1.00$ 10,000.00$ 1.00$ 10,000.00$ TOTAL 292,304.00 301,387.00 303,141.00 317,216.00 332,022.85 340,000.00 375,457.40Plano, IL 60545 Batavia, IL 60510H. LINDEN & SONS SEWER FOX EXCAVATING, INC.722 E. South Street-Unit D 1305 S. River StreetCONLEY EXCAVATING1555 Gramercy PlaceMorris, IL 60450Elk Grove Village, IL 60007Gilberts, IL 60136VIAN CONSTRUCTIONCOPENHAVER CONSTRUCTION1041 Martha Street75 Koppie DriveACQUA CONTRACTORS CORP1415 S. Ardmore Ave.Villa Park, IL 60181ENGINEERING ENTERPRISES, INC.52 WHEELER ROAD, SUGAR GROVE, ILLINOIS
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Kingsm illC t Baltrusol CtLEGENDPROPOSED WATER MAINUNKNOWN WATER MAIN3" WATER MAIN AND SMALLER4" WATER MAIN6" WATER MAN8" WATER MAIN10" WATER MAIN12" WATER MAIN16" WATER MAINEngineering Enterprises, Inc.52 Wheeler RoadSugar Grove, Illinois 60554(630) 466-6700Exhibit 5Location Mapwww.eeiweb.comDATEDATE:PROJECT NO.:FILE:PATH:BY:February 2018YO1810YO1847 - Exhibit 5.MXDH:\GIS\PUBLIC\YORKVILLE\2018\MJTNO.REVISIONS³United City of Yorkville800 Game Farm RoadYorkville, IL 60560630-553-4350www.yorkville.il.us300 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
Parks and Recreation
Agenda Item Number
Consent Agenda #5
Tracking Number
PW 2018-41
MFT Supplemental Appropriation for General Maintenance
City Council – April 24, 2018
PW 04/17/18
Moved forward to CC consent agenda.
PW 2018-41
Majority
Approval
Seeking approval for additional appropriation for bulk rock salt.
Eric Dhuse Public Works
Name Department
Summary
Attached is the MFT general maintenance proposal for FY19. This year, the proposed
appropriation is $177,000. If approved, this money will be used to purchase bulk rock salt and
electricity for our street lights.
Background
Each year the City Council must approve a proposed resolution to appropriate Motor Fuel
Tax funds for use throughout the city under the umbrella of general maintenance. At the same
time, IDOT also has to approve the type of maintenance, quantity of materials, and many other
factors to make sure they all follow strict IDOT standards and regulations.
Recommendation
I recommend the approval of this resolution to appropriate $177,000 for general
maintenance use as approved by IDOT.
I would ask that this be placed on the April 17, 2018 public works committee 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: April 4, 2018
Subject: FY19 MFT Appropriation
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Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville,
tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/gov_officials.php
Agenda Item Summary Memo
Title:
Meeting and Date:
Synopsis:
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required:
Council Action Requested:
Submitted by:
Agenda Item Notes:
Reviewed By:
Legal
Finance
Engineer
City Administrator
Human Resources
Community Development
Police
Public Works
Parks and Recreation
Agenda Item Number
Consent Agenda #6
Tracking Number
PW 2018-43
Pavement Management System Update
City Council – April 24, 2018
PW 04/17/18
Moved forward to CC consent agenda.
PW 2018-43
Majority
Proposal Approval
Consideration of Proposal
Brad Sanderson Engineering
Name Department
The purpose of this memo is to present a proposal from IMS to perform an update for the
pavement management program.
Background:
The United City of Yorkville completed an analysis of its pavement infrastructure in 2013
utilizing data collected from IMS in 2012. The resulting report that was developed was
instrumental in developing the five-year pavement management plan for the City.
Generally, it is recommended that the pavement analysis be revisited every 5 to 7 years in order
to maintain accuracy. As noted above, it has been six years since the data has been collected.
Questions Presented:
Should the City approve the proposal from IMS to perform the pavement analysis in the amount
not to exceed $48,000?
Discussion:
IMS will provide the following as part of their proposal:
Laser condition survey and deflection testing of all 112 miles of City streets
Digital images every 25’
Installation of latest PavePro software
EEI and Public Works will utilize the updated information to create a new five-year pavement
management plan for the City.
This work is planned within the FY19 budget.
Action Required:
Consideration of approval of the IMS proposal.
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: April 5, 2018
Subject: Pavement Management System Update
August 1, 2017
IMS Infrastructure Management Services EEI - Yorkville 2017 PMP Update.docx Page 1
IMS Infrastructure Management Services
1775 Winnetka Circle, Rolling Meadows, IL 60008
Phone: (847) 506-1500 Fax: (847) 255-2938
www.ims-rst.com
Engineering Enterprises, Inc.
Christopher J. Ott, E.I., Project Engineer
52 Wheeler Road
Sugar Grove, IL 60554
Reference: 2017 City of Yorkville Pavement Management Update Proposal
Dear Robert:
IMS Infrastructure Management Services is pleased to submit our proposal to update the City of Yorkville’s
pavement management program. The project will include testing the City’s entire street system. Network
level testing using block-to-block referencing will be performed on approximately 112 test miles of pavement
designated by EEI. The field investigation will include a Laser RST surface condition survey, Dynaflect-
based deflection testing, GPS referencing and a review of environmental and external factors. Digital
images will be provided at 25’ intervals. IMS will install the current version of the PavePRO Manager
pavement management software with the updated field data. The pavement management software will be
linked to the City’s GIS. IMS can implement a variety of 3rd party software modules including Lucity,
Cartegraph, Cityworks and others, should the City wish to change platforms or expand to an enterprise-wide
management system in the future.
The proposed update will ensure that the City’s pavement management program is complete and accurately
reflects current conditions. It will also provide information on the benefits of the rehabilitation strategies
used by the City. This street information can be used to meet many of the reporting requirements of the
GASB 34 “modified approach”.
A description of the elements of the proposed update program with corresponding cost summary is set forth
on the following pages. Pricing is from the official schedule submitted by IMS to the Northeast Illinois
Partnering Contract (a consortium of North and northwest Chicago municipalities). MFT funds can be used
for IMS pavement management programs. We will assist the City and EEI in preparing the IDOT
engineering agreement and expediting the approval from Local Roads.
We look forward to our continued work with Engineering Enterprises, Inc. and the City of Yorkville. If you
have any questions regarding this proposal or new IMS services, please feel free to contact our office.
Very truly yours,
IMS Infrastructure Management Services, LLC
Donald L. Hardt
Manager of Client Services
IMS Infrastructure Management Services EEI - Yorkville 2017 PMP Update.docx Page 2
Project Approach – Pavement Management Program Update
1. Surface Condition Survey
Surveys are completed using the Road Surface Tester
(RST). The City will receive a continuous, objective, and
accurate survey of the surface condition of the street network.
Retests will be performed using previous sectioning wherever
possible. These network-level surveys with intersection-to-
intersection test sections will be linked to the City’s GIS. The
RST provides a great deal of flexibility and can easily adjust
test section lengths to meet previously established test
sections and/or any revised City goals. Single-direction
testing will be performed on the two-lane streets. Two-
direction testing is recommended for use on divided streets
and arterials and collectors with four or more lanes of traffic. The surface condition survey is conducted
continuously over the entire length of the test section and is not based on sample sections. The information
gathered in this survey includes inventory, roughness, rut depth, cracking, texture and distress. The effects
of environmental conditions will be considered in conjunction with the surface condition survey.
To provide the City with a future ROW asset data collection option, IMS will collect continuous digital video
during the surface condition survey. The RST combines an inertial navigation guidance system with GPS to
geo-locate visible pavement and ROW features. The simultaneous pavement and ROW asset data
collection capability of the RST is unique in the industry. It provides an efficient and cost-effective means to
populate both pavement and future asset management systems.
The presence of any failed or broken concrete slabs within a test section will be recorded for further detailed
identification during the deflection survey. IMS crews will use the City-identified definition of failed/broken
slabs as the basis for our rating. The number of failed slabs will be recorded during the deflection survey
and used by PavePRO Manager software to give the City an option to address individual slab removal and
replacement as a maintenance/rehabilitation strategy for concrete pavements.
2. Deflection Testing
Each street test section surveyed by the Laser RST will
receive a deflection test. This testing will be performed using
the Dynaflect device and the results of this testing will permit
an analysis of the structural capabilities of the existing street
section. IMS utilizes all five sensors of the Dynaflect in its
structural analysis. This provides valuable information on the
capabilities of the pavement, base and subgrade sections,
and the interaction between these sections. Deflection
testing will be performed on all streets in the City and will
provide a solid basis for comparison to previous results.
Although most Chicago area agencies include structural analysis as part of their program, the PavePRO
software can be used with or without deflection data.
IMS Infrastructure Management Services EEI - Yorkville 2017 PMP Update.docx Page 3
3. GIS and Pavement Management
IMS will provide a link between the City’s GIS
program and the pavement management data to
enable the City to display and generate color-
coded maps based upon existing pavement
conditions, street rehabilitation plans or most any
of the data in the pavement management
program. The City can use the query function of
its mapping program to display the pavement
management data and images. It may also be
possible to use its mapping program to make
queries of other departments infrastructure plans
in conjunction with their street rehabilitation plans
to determine if conflicts exist between plans. To
most effectively maintain this link, IMS will require a copy of the City’s current electronic centerline map
prior to field data collection activities.
4. Digital Images
In conjunction with the surface condition survey, each test section is recorded with GPS referenced digital
video with forward and rearward directed video cameras and used as part of IMS’ Quality Control and
Quality Assurance procedures. Additional cameras can be used to expand the viewing area or include
features of special interest to the City. IMS will provide digital images at intervals of 25’ for viewing in
PavePRO Manager software and/or through the City’s GIS. Many agencies find these images valuable as a
“point-in-time” record of their roads and as a source of information for a variety of engineering,
legal/investigative, and administrative uses. They can also be beneficial in assessing damage from a
natural disaster or unforeseen event.
The PavePRO Manager software includes an
image module. This enhancement allows for
the attachment of digital images to each test
section. The City can then access all the
pavement management data from a selected
block and view multiple digital images for the
identified section on his/her computer monitor.
The digital images will be captured directly
from the continuous video performed as part
of the RST survey, but can be expanded to
include images generated from a City-owned
digital camera, and/or result from scanned
photos or drawings.
IMS uses an automated image capture
process that is cost effective and provides for a user-defined frequency for the number of pictures per
section.
IMS Infrastructure Management Services EEI - Yorkville 2017 PMP Update.docx Page 4
5. Pavement Management Software Implementation & Training
IMS will provide the current version of
PavePRO Manager software fully loaded
with IMS collected field data. Any City
condition data and maintenance histories
can be added following staff training. The
software will be installed on the City’s
computer network. Since the software is
provided with a site license, it can be used
on laptops, field computers or by other
departments at no additional charge. The
software provides information on existing
conditions, future performance, viable
maintenance and rehabilitation strategies,
optimization, schedules, budgets and
multiyear programs. The program is kept
current by City staff through input of rehabilitation activities.
6. Project Timing
The data collection phase of the proposed update program including the RST survey and deflection testing
will be completed within a four week period. Data processing, GIS linkage, and digital images will
immediately follow the fieldwork. The current version of PavePRO Manager software with the updated test
results will be delivered within 60 days of completion of the field testing.
IMS Infrastructure Management Services EEI - Yorkville 2017 PMP Update.docx Page 5
Fee Schedule
The cost summary is based on the following fee schedule. It is derived from the official schedule submitted
by IMS to the Northeast Illinois Partnering Contract (a consortium for North and Northwest Chicago area
municipalities) and offers reduced pricing for our Chicago metro area clients. It is based on scheduling
surveys in conjunction with other area projects to minimize mobilization charges.
Project Initiation $2,000.00
Network Referencing $1,500.00
RST Local Mobilization, Setup & Calibration $1,500.00
RST Surface Condition Survey $135.00/ test mile
Dynaflect Local Mobilization, setup & Calibration $1,000
Deflection Testing $125.00/ test mile
Data Processing $20.00/ test mile
Development of Structural Indices (3rd Party Software) $15.00/ test mile
PCC Slab Survey (for streets with no deflection testing) $20.00/ test mile
Pavement Width Measurements (for streets with no deflection testing) $10.00/ test mile
PavePRO Manager Software $3,000.00
3rd Party Software Special Quote
Data Configuration & Data Load (3rd Party Software) Special Quote
Parking Lot Survey, Software/Report $0.25/sq.yd. - Special Review
Software Training (on site) $1,000.00/day - $600/ half day
Engineering Interpretation, Analysis, Special Reports $125.00/hour
Transfer of Historical Data to a New Program $85.00/hour
PavePRO Software Maintenance and Support $1,000.00/year
GIS Linkage $20.00/ test mile
Digital Images @ 25’ intervals (single view) $22.00/ test mile
Digital Images @ 25’ intervals (additional views) $14.00/mile/view
Digital Video Storage for Future ROW Asset Extraction $10.00/ test mile
GPS/Camera Extraction Set-up & AVI Conversion $10.00/ test mile
ROWMan Software $2,000.00
Master Asset List Development $300.00 - $1,500.00
Project Management 7.5% of Task Activities
Asset Extraction Services* Special Quote
IMS Infrastructure Management Services EEI - Yorkville 2017 PMP Update.docx Page 6
Cost Summary
IMS has developed the following cost summary based on a street network of 112 test miles. Mileages were
developed using the information from the 2012 survey and adding 2 miles for new roads.
2017 Pavement Management Program Update
Task Activity Qty Units Unit Rate Total
Project Initiation
1 Project Initiation 1 LS $2,000.00 $2,000.00
2 Network Referencing 1 LS $1,500.00 $1,500.00
Field Surveys
3 RST Local Mobilization, Setup & Calibration 1 T-MI $1,500.00 $1,500.00
4 RST Surface Condition Survey 112 T-MI $135.00 $15,120.00
5 Dynaflect Local Mobilization, Setup & Calibration 1 T-MI $1,000.00 $1,000.00
6 Deflection Testing 112 T-MI $125.00 $14,000.00
7 Pavement Width Measurements 112 T-Mi $10.00 $1,120.00
Data Management
8 Data Processing 112 T-MI $20.00 $2,240.00
9 GIS Linkage 112 T-MI $20.00 $2,240.00
10 Digital Images (1 HD View @ 25' Intervals)112 T-MI $20.00 $2,240.00
11 Software Maintenance and Support 1 LS $1,000.00 $1,000.00
12 Project Management 1 LS $3,297.00 $3,297.00
Optional Pavement Services
13 On-site Software Training 1 Day $1,000.00 $1,000.00
14 Digital Video Storage for Future Asset Extraction 112 T-Mi $10.00 $1,120.00
$47,257.00Pavement Management Program Update Total:
Services are provided on a unit-price basis. The fee schedule is submitted with the assumption
that the City will provide or assist IMS with the following information and services:
Street list and GIS centerline file of roads to be surveyed complete with functional classifications.
Safety vehicle to trail deflection-testing equipment on major collectors, if requested.
Notification and coordination with other departments or agencies, if necessary.
IMS Infrastructure Management Services EEI - Yorkville 2017 PMP Update.docx Page 7
Project Approval – Engineering Enterprises, Inc. for the City of Yorkville, IL
This proposal is submitted in duplicate with each copy being considered as an original. Acceptance is
constituted by signing and returning one copy to our office.
Approved Services (please check off selected services)
Pavement Management Program Update – $47,257.00
Optional Pavement Services (please check off selected services)
1-Day On-site Software Training – $1,000.00
Video Storage for Future Asset Extraction – $1,120.00
ACCEPTED:
By: __________________________
Title: __________________________
Date: __________________________
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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
Parks and Recreation
Agenda Item Number
Consent Agenda #7
Tracking Number
PW 2018-44
Metronet Easement Agreement – Cannonball Trail
City Council – April 24, 2018
PW 04/17/18
Moved forward to CC consent agenda.
PW 2018-44
Majority
Approval
See attached memo.
Bart Olson Administration
Name Department
Summary
Approval of an easement for Metronet equipment near the City’s Cannonball Trail pump station
site.
Background
The City Council approved the Metronet Cable Franchise Agreement at the March 13, 2018
meeting. Metronet is finalizing documents and is beginning to look at construction plans. One
component of their construction rollout is installation of various utility cabinets throughout the City.
These can be sited within the rights-of-way throughout town, pursuant to the City’s right-of-way control
ordinances. However, Metronet is looking for one cabinet in the area of Cannonball Trail and Route 34
and staff proposed to put the cabinet within the Cannonball Trail booster station near the northeast
corner of Kendall Marketplace. Since there are already utilities in the area and it is set back from the
roadway, we thought this was a good location.
An aerial with the general location of the cabinet and the booster station is attached. The
easement document is attached. The easement is not required to be given by the City under the
franchise agreement, but we are proposing a minimal fee for the easement.
Recommendation
Staff recommends approval of the easement.
Memorandum
To: Public Works Committee
From: Bart Olson, City Administrator
CC:
Date: April 12, 2018
Subject: Metronet Easement Agreement
Document Prepared by and
After Recorded Return to:
Metro Fibernet, LLC
Attn: Legal Department
8837 Bond Street
Overland Park, KS 66214
(Space Above this Line for County Recorder’s Use only)
Grant of Utility Easement
This Grant of Utility Easement ("Grant of Easement") is made as of this ___ day of April 2018, by the United
City of Yorkville ("Grantor").
RECITALS:
A. Grantor is the owner of record of a certain parcel(s) of real estate legally described on
Exhibit A attached hereto and made a part hereof (the "Parcel").
B. Subject to and in accordance with the terms and provisions of this Grant of Easement, Grantor
desires to convey to Metro Fibernet, LLC d/b/a Metronet ("Grantee") a utility easement on, in, under and across a
certain portion of land on the Parcel (the "Easement Parcel") that is legally described on Exhibit B‐1 and depicted
on Exhibit B‐2 hereto.
NOW, THEREFORE, for and in consideration of the sum of One Dollar ($1.00) and other good and
valuable consideration, the receipt and sufficiency of which are hereby acknowledged, Grantor hereby grants
and agrees as follows:
1. Grant of Easement. Subject to the terms, covenants, conditions and restrictions contained in this Grant of
Easement, Grantor hereby declares, grants, and establishes for the benefit of Grantee a nonexclusive easement
("Easement") on, in, under and across the Easement Parcel to construct, operate, maintain, expand, replace and
remove facilities that Grantee may desire, consisting of but not limited to cabinets, concrete pads, aerial
cables, underground cables, wires, conduits, manholes, drains, splicing boxes, utility meters, surface location
markers, gas mains, electric lines, water lines, telecommunications systems and other facilities or structures
for similar uses, upon, over, through, under and along the Easement Parcel together with the right of access
over and across such limited portions of the Parcel that are reasonably necessary to undertake the foregoing in
and under the Easement Parcel. This Easement also includes the right of ingress and egress over and across
the property adjacent to the Easement Parcel for the purpose of exercising the rights granted herein, and the
right to clear and keep cleared all trees, roots, brush and other obstructions from the surface and sub‐surface
of the Easement Parcel during construction and maintenance and to use adjacent areas as necessary. The
rights granted to Grantee pursuant to this Grant of Easement shall be assignable for the placement of
facilities for the purpose of providing services to Grantee, such as to third party utilities and service providers.
2
2. Restoration of Easement Parcel. If the exercise by Grantee of its rights under this Grant of Easement
causes a disturbance, destruction or removal of any gardens, shrubs, landscaping, paving or other
improvements permitted to be located on the Easement Parcel pursuant to the terms hereof or otherwise
located on the Parcel, then Grantee will restore the affected portion of the Easement Parcel and/or the Parcel
to substantially its prior condition; provided, however, Grantee may reasonably cut or trim any tree, shrub or
other plant that interferes with the construction, operation, maintenance, renewal, relocation or removal of
the cabinets, underground pipes, meters, wires, cables, conduits, manholes, transformers, pedestals and other
facilities in the Easement Parcel as is permitted to Grantee pursuant to the terms of this Grant of Easement.
3. Additional Easements ‐ Limitation of Improvements. Grantor will have the right to use and enjoy the
Easement Parcel so long as Grantor’s use does not interfere with the rights conveyed to Grantee. The rights
reserved by the Grantor include the right to cross sections of the Easement Parcel and right‐of‐way with
roads, parking lots, sewers, utilities, drains and the like in such manner as not to disturb Grantee’s facilities or
the operation or maintenance thereof. In addition, Grantor reserves the right to grant additional easements
in, on, over or under the Easement Parcel; provided, however, any such grant of additional easements shall
not interfere with the rights granted hereunder to Grantee. Notwithstanding the foregoing, Grantor shall not
permit any .buildings or other permanent structures not set forth above to be constructed or placed on the
Easement Parcel if such structure would disturb Grantee’s facilities or the operation or maintenance thereof
or otherwise interfere with Grantee’s use of the Easement Parcel for the purposes stated herein.
4. Access. Grantee shall have a right of access seven (7) days a week, twenty‐four (24) hours a day to
the Easement Parcel, including the right of access to the Easement Parcel inside the fenced portion of the
Parcel.
5. Term. This Grant of Easement shall be coterminous with the term of the franchise agreement by
and between CMN‐RUS, Inc. and Grantor, or any subsequent franchise or similar agreement entered into
between CMN‐RUS, Inc. and Grantor that replaces such franchise agreement. In the event there is a change
in applicable law, and CMN‐RUS, Inc. no longer is required to enter into a franchise or similar agreement
with Grantor to provide video services, upon the delivery of written notice from either Grantor or Grantee to
the other party, the parties shall negotiate in good faith on an appropriate amendment to this Section 5 that
shall include a new term which shall not be less than ten (10) years. Any such amendment shall be recorded.
Grantor may terminate this Grant of Easement in whole or in part upon thirty (30) days written notice to
Grantee for Grantee’s non‐use of the Easement for the purpose for which it was granted for any consecutive
twelve (12) month period.
6. Insurance and Indemnity. Throughout the term of this Grant of Easement, the Grantee shall, at its
own cost and expense, maintain such insurance and provide the Grantor certificates of insurance in
accordance with the amounts set forth in Section 7‐8‐8 of the Yorkville City Code. The Grantee shall
indemnify, defend and hold harmless the Grantor, its officers, employees, and agents (the "Indemnitees")
from and against any injuries, claims, demands, judgments, damages, losses and expenses, including
reasonable attorney's fees and costs of suit or defense (the "Indemnification Events"), arising from the
Grantee's construction and operation of its facilities within or on the Parcel. The Grantee's obligation with
respect to the Indemnitees shall apply to Indemnification Events which may occur during the term of this
Grant of Easement, provided that the claim or action is initiated within the applicable statute of limitations,
notwithstanding that the claim may be made or action filed subsequent to the termination or expiration of
this Grant of Easement. The Grantor shall give the Grantee timely written notice of its obligation to indemnify
and defend the Grantor after the Grantor's receipt of a claim or action pursuant to this Section 6. For
purposes of this Section 6, the word "timely" shall mean within a time period that does not cause prejudice
to the respective positions of the Grantee and/or the Grantor. If the Grantor elects in its own discretion to
employ additional counsel, the costs for such additional counsel for the Grantor shall be the responsibility of
3
the Grantor. The Grantee shall not indemnify the Grantor for any liabilities, damages, costs or expense
resulting from any conduct for which the Grantor, its officers, employees and agents may be liable under the
laws of the State of Illinois. Nothing herein shall be construed to limit the Grantee's duty to indemnify the
Grantor by reference to the limits of insurance coverage described in this Grant of Easement.
7. Miscellaneous.
(a) Recitals. The foregoing Recitals are deemed to form a part of this Grant of Easement as if
restated herein.
(b) Governing Law. This Grant of Easement will be interpreted and construed in accordance
with the laws of the State of Illinois, without regard to conflict of law rules.
(c) Binding Effect and Priority of Grant. All of the covenants and rights declared and
established hereunder will be considered as covenants and rights running with the land and not conditions,
and the same will be binding upon and inure to the benefit of the parties hereto.
(d) Partial Invalidity. If any term, covenant or condition of this Grant of Easement or the
application thereof to any person or circumstance will, to any extent, be invalid or unenforceable, the
remainder of this Grant of Easement, or the application of such term, covenant or condition to persons or
circumstances other than those as to which it is held invalid or unenforceable, will not be affected thereby,
and each term, covenant and condition of this Grant of Easement will be valid and enforceable to the fullest
extent permitted by law.
IN WITNESS WHEREOF, the said Grantor has hereunto affixed its name, this _____ day of
____________, 2018.
UNITED CITY OF YORKVILLE
By: _____________________
Name: __________________________________
Title: __________________________________
STATE OF ILLINOIS )
) SS:
COUNTY OF KENDALL )
On _____________ ___, 2018, before me, the undersigned, a Notary Public in and for said County and State,
personally appeared ____________________, personally known to me (or proved to me on the basis of
satisfactory evidence) to be the person whose name is subscribed to the within instrument and acknowledged to
me that he/she executed the same in his/her authorized capacity, and that by his/her signature on the instrument
the person, or the entity upon behalf of which the person acted, executed the within instrument.
WITNESS my hand and official seal.
Notary Public
_____________________________________
4
METRO FIBERNET, LLC hereby joins in this Grant of Easement to evidence its approval hereof, its
agreement with the terms hereof, and its intent to be bound hereby.
METRO FIBERNET, LLC
By: _____________________
Name: __________________________________
Title: __________________________________
STATE OF ____________)
) SS:
COUNTY OF __________)
On _______________, 2018, before me, the undersigned, a Notary Public in and for said County and State,
personally appeared ____________________, personally known to me (or proved to me on the basis of
satisfactory evidence) to be the person whose name is subscribed to the within instrument and acknowledged to
me that he/she executed the same in his/her authorized capacity, and that by his/her signature on the instrument
the person, or the entity upon behalf of which the person acted, executed the within instrument.
WITNESS my hand and official seal.
Notary Public
_____________________________________
5
EXHIBIT A
PARCEL
THAT PART OF THE SOUTH HALF OF SECTION 20, TOWNSHIP 37 NORTH, RANGE 7
EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF THE SOUTHEAST QUARTER OF
SECTION 19, TOWNSHIP AND RANGE AFORESAID; THENCE SOUTH ALONG THE
WEST LINE OF THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP AND
RANGE AFORESAID, 429.15 FEET TO THE CENTERLINE OF U.S. ROUTE NO. 34;
THENCE EASTERLY ALONG SAID CENTERLINE, WHICH FORMS AN ANGLE OF 95
DEGREES 41 MINUTES 25 SECONDS WITH THE LAST DESCRIBED COURSE,
MEASURED CLOCKWISE THEREFROM, 2059.30 FEET TO THE CENTERLINE
EXTENDED SOUTHERLY OF CANNONBALL TRAIL; THENCE NORTHERLY ALONG
THE CENTERLINE OF SAID CONNONBALL TRAIL, WHICH FORMS AN ANGEL OF 106
DEGREES 47 MINUTES 23 SECONDS WITH THE LAST DESCRIBED COURSE,
MEASURED CLOCKWISE THEREFROM, 1816.44 FEET TO THE NORTHWEST CORNER
OF OAK KNOLLS SUBDIVISION; THENCE CONTINUING NORTHERLY ALONG SAID
CENTERLINE, WHICH FORMS AN ANGEL OF 180 DEGREES 25 MINUTES 14
SECONDS WITH THE LAST DESCRIBED COURSE, MEASURED CLOCKWISE
THEREFROM, 746.59 FEET FOR THE POINT OF BEGINNING; THENCE
NORTHWESTERLY ALONG A LINE WHICH FORMS AN ANGEL OF 94 DEGREES 29
MINUTES 17 SECONDS WITH SAID CENTERLINE, MEASURED CLOCKWISE
THEREFROM, 140.00 FEET; THENCE SOUTHERLY ALONG A LINE WHICH FORMS AN
ANGLE OF 85 DEGREES 30 MINUTES 43 SECONDS WITH THE LAST DESCRIBED
COURSE, MEASURED CLOCKWISE THEREFROM AND PARALLEL WITH SAID
CENTERLINE, 100.00 FEET; THENCE EASTERLY ALONG A LINE WHICH FORMS AN
ANGLE OF 94 DEGREES 29 MINUTES 17 SECONDS WITH THE LAST DESCRIBED
COURSE, MEASURED CLOCKWISE THEREFROM, 140.00 FEET TO SAID
CENTERLINE; THENCE NORTHERLY ALONG SAID CENTERLINE, WHICH FORMS AN
ANGLE OF 85 DEGREES 30 MINUTES 43 SECONDS WITH THE LAST DESCRIBED
COURSE, 100.00 FEET TO THE POINT OF BEGINNING, IN BRISTOL TOWNSHIP,
KENDALL COUNTY, ILLINOIS.
6
EXHIBIT B ‐1
EASEMENT PARCEL LEGAL DESCRIPTION
THAT PART OF THE SOUTH HALF OF SECTION 20, TOWNSHIP 37 NORTH, RANGE 7
EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: BEGINNING
AT THE NORTHEASTERLY CORNER OF A PARCEL OF LAND CONVEYED BY
WARRANTY DEED RECORDED AS DOCUMENT 200400025494; THENCE SOUTH 21
DEGREES 0 MINUTES 34 SECONDS WEST, ALONG THE EASTERLY LINE OF SAID
PARCEL, 8.02 FEET; THENCE NORTH 63 DEGREES 50 MINUTES 09 SECONDS WEST,
68.12 FEET; THENCE SOUTH 23 DEGREES 07 MINUTES 07 SECONDS WEST, 4.01
FEET; THENCE NORTH 63 DEGREES 50 MINUTES 09 SECONDS WEST, 22.03 FEET;
THENCE SOUTH 23 DEGREES 07 MINUTES 07 SECONDS WEST, 81.81 FEET; THENCE
SOUTH 63 DEGREES 50 MINUTES 09 SECONDS WEST, 92.32 FEET TO THE EASTERLY
LINE OF SAID PARCEL; THENCE SOUTH 21 DEGREES 40 MINUTES 34 SECONDS
WEST, ALONG SAID EASTERLY LINE, 6.02 FEET TO THE SOUTHERLY LINE OF SAID
PARCEL; THENCE NORTH 63 DEGREES 50 MINUTES 09 SECONDS WEST, ALONG
SAID SOUTHERLY LINE, 98.48 FEET; THENCE NORTH 23 DEGREES 07 MINUTES 07
SECONDS EAST, 99.83 FEET TO THE NORTHERLY LINE OF SAID PARCEL; THENCE
SOUTH 63 DEGREES 50 MINUTES 09 SECONDS EAST, ALONG SAID NORTHERLY
LINE, 95.96 FEET TO THE POINT OF BEGINNING.
7
EXHIBIT B‐2
EASEMENT PARCEL SURVEY
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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
Parks and Recreation
Agenda Item Number
Minutes #1
Tracking Number
Minutes of the Regular City Council – March 27, 2018
City Council – April 24, 2018
Majority
Approval
Approval of Minutes
Lisa Pickering Administration
Name Department
MINUTES OF THE REGULAR MEETING OF THE CITY COUNCIL
OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS,
HELD IN THE CITY COUNCIL CHAMBERS,
800 GAME FARM ROAD ON
TUESDAY, MARCH 27, 2018
Mayor Golinski called the meeting to order at 7:00 p.m. and led the Council in the Pledge of Allegiance.
ROLL CALL
Deputy City Clerk Pickering called the roll.
Ward I Colosimo Present
Koch Present
Ward II Milschewski Present
Plocher Present
Ward III Funkhouser Present
Frieders Present
Ward IV Teeling Present
Tarulis Present
Also present: Deputy City Clerk Pickering, Attorney Orr, City Administrator Olson, Chief of Police Hart,
Deputy Chief of Police Klingel, Public Works Director Dhuse, Community Development Director
Barksdale-Noble, and EEI Engineer Morrison.
QUORUM
A quorum was established.
AMENDMENTS TO THE AGENDA
None.
PRESENTATIONS
None.
PUBLIC HEARINGS
None.
CITIZEN COMMENTS ON AGENDA ITEMS
None.
CONSENT AGENDA
1. Request to Dispose of Vehicles– authorize staff to dispose of 2000 Ford Expedition, 2007 Ford
Taurus and 2012 Chevrolet Impala at auction in accordance with City Policy (PW 2018-22)
2. IDOT Resolution 2018-11 for Casey’s Highway Permit – authorize City Clerk to execute (PW
2018-23)
3. Fox Highlands Water Main Improvements Professional Services Agreement – Design and
Construction Engineering – authorize the Mayor and City Clerk to execute (PW 2018-24)
4. Grande Reserve Unit 2 – Acceptance of Improvements - accept the public improvements
of water main, sanitary sewer, storm sewer, paving, sidewalk, street lighting and
parkway trees as described in the Bill of Sale for ownership and maintenance by the City,
subject to receipt of a maintenance guarantee in the amount of $124,225.41, subject to
verification that the developer has no outstanding debt owed to the City for this project
and subject to receipt of a signed Bill of Sale (PW 2018-25)
5. Grande Reserve Unit 5 – Acceptance of Improvements - accept the public improvements
of water main, sanitary sewer, storm sewer, paving, sidewalk, street lighting and
parkway trees as described in the Bill of Sale for ownership and maintenance by the City,
subject to receipt of a maintenance guarantee in the amount of $109,456.65, subject to
verification that the developer has no outstanding debt owed to the City for this project
and subject to receipt of a signed Bill of Sale (PW 2018-26)
6. Anthony Place – Acceptance of Improvements - accept the public improvements of water
main, sanitary sewer, and sidewalk as described in the Bill of Sale for ownership and
maintenance by the City and authorize a reduction to the existing security in an amount
not to exceed $200,022.65 and authorize a release of the existing security upon receipt of
a maintenance guarantee in the amount of $8,845.35, subject to verification that the
developer has no outstanding debt owed to the City for this project and subject to receipt
of a signed Bill of Sale (PW 2018-27)
DRAFT
The Minutes of the Regular Meeting of the City Council – March 27, 2018 – Page 2 of 5
CONSENT AGENDA (cont’d)
7. Sanitary Sewer Lining – Contract Award - accept bid and award contract to Innovative
Underground, LLC in an amount not to exceed $102,804.00 (PW 2018-28)
8. 2018 Road to Better Roads Program – Contract Award - accept bid and award contract
to D Construction, Co. in an amount not to exceed $385,182.36 (PW 2018-29)
9. Ordinance 2018-17 Amending the Traffic Schedule and Index (Intersection of Sutton Street and
Windett Ridge Road) – authorize the Mayor and City Clerk to execute (PW 2018-31)
10. Resolution 2018-12 to accept Planning Technical Assistance Services Delivered by the
Chicago Metropolitan Agency for Planning – authorize the Mayor and City Clerk to
execute (PW 2018-32)
11. Monthly Treasurer’s Report for February 2018 (ADM 2018-18)
12. EEI Hourly Rates for FY 2019 – approve Engineering Enterprises, Inc. Hourly Rates as specified
in the 2018 Standard Schedule of Charges, effective as of May 1, 2018 (ADM 2018-23)
13. Resolution 2018-13 to Include Cash Payments Related to Health Insurance as IMRF
Earnings – authorize Mayor and City Clerk to execute (ADM 2018-24)
14. Water, Sewer, and Road Infrastructure Fee Renewal (ADM 2018-25)
a. Ordinance 2018-18 Amending the Infrastructure Maintenance Fee for Water and
Sanitary Sewer Service – authorize the Mayor and City Clerk to execute
b. Ordinance 2018-19 Amending the Termination Date of the Motor Vehicle Tax –
authorize the Mayor and City Clerk to execute
15. Travel Authorizations for FY 2019 – approve travel authorizations for elected officials as
presented in packet materials (ADM 2018-26)
Mayor Golinski entertained a motion to approve the Consent Agenda as presented. So moved by
Alderman Hernandez; seconded by Alderman Milschewski.
Motion approved by a roll call vote. Ayes-8 Nays-0
Milschewski-aye, Funkhouser-aye, Tarulis-aye, Koch-aye,
Plocher-aye, Frieders-aye, Hernandez-aye, Colosimo-aye
MINUTES FOR APPROVAL
None.
BILLS FOR PAYMENT (Informational): $1,251,442.27
REPORTS
MAYOR’S REPORT
Proclamation for Poppy Days
(CC 2018-09)
Mayor Golinski proclaimed May 8–12, 2018 as Poppy Awareness Days in the United City of Yorkville
(see attached).
Proclamation for National Service Day Recognition
(CC 2018-10)
Mayor Golinski proclaimed April 3, 2018 as National Service Recognition Day in the United City of
Yorkville (see attached).
Illinois Public Risk Fund Pooling Agreement
(CC 2018-11)
Mayor Golinski entertained a motion to approve the Illinois Public Risk Fund Pooling Agreement and
Bylaws and authorize the Mayor to execute. So moved by Alderman Koch; seconded by Alderman
Frieders.
Motion approved by a roll call vote. Ayes-8 Nays-0
Funkhouser-aye, Tarulis-aye, Koch-aye, Plocher-aye,
Frieders-aye, Hernandez-aye, Colosimo-aye, Milschewski-aye
The Minutes of the Regular Meeting of the City Council – March 27, 2018 – Page 3 of 5
MAYOR’S REPORT (cont’d)
Home Rule Letter of Support
(CC 2018-12)
Mayor Golinski entertained a motion to approve a letter of support for SJRCA9 and requesting that State
Senators Oberweis and Rezin co-sponsor the legislation. So moved by Alderman Colosimo; seconded by
Alderman Frieders.
Motion approved by a roll call vote. Ayes-7 Nays-1
Tarulis-aye, Koch-aye, Plocher-nay, Frieders-aye,
Hernandez-aye, Colosimo-aye, Milschewski-aye, Funkhouser-aye
PUBLIC WORKS COMMITTEE REPORT
Whispering Meadows – Completion of Improvements – Bid Award
(PW 2018-30)
Alderman Frieders made a motion to accept bid and award contract with the stipulated Alternate No. 4 to
Geneva Construction in an amount not to exceed $1,489,553.11; seconded by Alderman Milschewski.
Motion approved by a roll call vote. Ayes-8 Nays-0
Koch-aye, Plocher-aye, Frieders-aye, Hernandez-aye,
Colosimo-aye, Milschewski-aye, Funkhouser-aye, Tarulis-aye
ECONOMIC DEVELOPMENT COMMITTEE REPORT
Ordinance 2018-20 Approving an Amendment to the Downtown Yorkville Tax
Increment Financing Redevelopment Project Area, to
Remove Certain Parcels from the Project Area
(EDC 2017-58)
Alderman Koch made a motion to approve an Ordinance Approving an Amendment to the Downtown
Yorkville Tax Increment Financing Redevelopment Project Area, to Remove Certain Parcels from the
Project Area and authorize the Mayor and City Clerk to execute; seconded by Alderman Frieders.
Motion approved by a roll call vote. Ayes-7 Nays-0 Abstain-1
Plocher-aye, Frieders-aye, Hernandez-aye, Colosimo-aye,
Milschewski-abstain, Funkhouser-aye, Tarulis-aye, Koch-aye
ADMINISTRATION COMMITTEE REPORT
Insurance Renewals for FY 2019
(ADM 2018-27)
Alderman Milschewski made a motion to approve a contract for the renewal of existing HMO and PPO
plans with Blue Cross Blue Shield; approve a contract with Blue Cross Blue Shield for a dental plan;
approve a contract with Lincoln Financial for life insurance; to approve employee HRA card amounts in
the same amount as FY 2018 and to authorize non-union employee contribution percentages in the
amounts of 9% for HMO coverage and 11% for PPO coverage and with union employee contribution
rates in the amounts as authorized by the Police Department and Public Works union contracts; seconded
by Alderman Colosimo.
Motion approved by a roll call vote. Ayes-8 Nays-0
Frieders-aye, Hernandez-aye, Colosimo-aye, Milschewski-aye,
Funkhouser-aye, Tarulis-aye, Koch-aye, Plocher-aye
Resolution 2018-14 Approving a Revised Salary Schedule and Step Increase
(ADM 2018-28)
Alderman Milschewski made a motion to approve a Resolution Approving a Revised Salary Schedule and
Step Increase and authorize the Mayor and City Clerk to execute; seconded by Alderman Frieders.
Motion approved by a roll call vote. Ayes-8 Nays-0
Hernandez-aye, Colosimo-aye, Milschewski-aye, Funkhouser-aye,
Tarulis-aye, Koch-aye, Plocher-aye, Frieders-aye
The Minutes of the Regular Meeting of the City Council – March 27, 2018 – Page 4 of 5
PARK BOARD
No report.
PLANNING AND ZONING COMMISSION
Warpinski – Walker Road Rezoning – 1.5 Mile Review
(PZC 2018-01)
Mayor Golinski entertained a motion to authorize staff to notify Kendall County that the City Council
does not have any objections to the rezoning petition. So moved by Alderman Frieders; seconded by
Alderman Colosimo.
Motion approved by a roll call vote. Ayes-8 Nays-0
Colosimo-aye, Milschewski-aye, Funkhouser-aye, Tarulis-aye,
Koch-aye, Plocher-aye, Frieders-aye, Hernandez-aye
LaSalle National Trust #47016 – Route 34 Variance – 1.5 Mile Review
(PZC 2018-06)
Mayor Golinski entertained a motion to authorize staff to notify Kendall County that the City Council
does not have any objections to the variance petition. So moved by Alderman Colosimo; seconded by
Alderman Hernandez.
Alderman Funkhouser stated that he was concerned with this 1.5 mile review request for a variance which
if approved would allow for a temporary concrete crusher and temporary batch plant to be located a
minimum of 318 feet from the nearest residences. Alderman Funkhouser said that he would like to
request that the concrete crushing operations be moved further north on the proposed location so that the
operations would be further away from the residences. Community Development Director Noble
explained that the city had received information that if the roadway project did not get approval for this
variance request, these operations would be conducted within the roadway right-of-way, which would
place the operations even closer to the residences.
Motion approved by a roll call vote. Ayes-6 Nays-2
Milschewski-aye, Funkhouser-nay, Tarulis-nay, Koch-aye,
Plocher-aye, Frieders-aye, Hernandez-aye, Colosimo-aye
CITY COUNCIL REPORT
No report.
CITY CLERK’S REPORT
No report.
COMMUNITY & LIAISON REPORT
City Sports Camp
Alderman Plocher reported that his children had attended the city’s sports camp and that his children were
looking forward to attending the sports camp again next year.
Whispering Meadows Completion of Improvements – Thank you
Alderman Frieders presented Mayor Golinski with a framed certificate that read “Dear Yorkville, Thanks
Bro. Love, Whispering Meadows”.
STAFF REPORT
No report.
MAYOR’S REPORT (cont’d)
Ordinance Approving 2018-2019 Fiscal Budget
(CC 2018-08)
City Administrator Olson gave the City Council an update on the proposed budget adjustments that were
listed in his memo included in the packet. A brief discussion took place on the aggregate budget deficit.
It was decided to bring the budget back to the next City Council meeting.
ADDITIONAL BUSINESS
None.
The Minutes of the Regular Meeting of the City Council – March 27, 2018 – Page 5 of 5
EXECUTIVE SESSION
Mayor Golinski entertained a motion to enter into executive session for litigation. So moved by
Alderman Colosimo; seconded by Alderman Hernandez.
Motion approved by a roll call vote. Ayes-8 Nays-0
Funkhouser-aye, Tarulis-aye, Koch-aye, Plocher-aye,
Frieders-aye, Hernandez-aye, Colosimo-aye, Milschewski-aye
The City Council entered executive session at 7:38 p.m.
The City Council returned to regular session at 8:18 p.m.
CITIZEN COMMENTS
None.
ADJOURNMENT
Mayor Golinski adjourned the City Council meeting at 8:19 p.m.
Minutes submitted by:
Lisa Pickering,
Deputy City Clerk, City of Yorkville, Illinois
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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
Parks and Recreation
Agenda Item Number
Bills for Payment
Tracking Number
Bills for Payment (Informational): $851,519.52
City Council – April 24, 2018
None – Informational
Amy Simmons Finance
Name Department
ϬϭͲϭϭϬD/E/^dZd/KE ϭϮͲϭϭϮ^hE&>KtZ^^ ϰϮͲϰϮϬd^Zs/ ϴϯͲϴϯϬ>/ZZzd^Zs/ ϬϭͲϭϮϬ&/EE ϭϱͲϭϱϱDKdKZ&h>dy;D&dͿ ϱϭͲϱϭϬtdZKWZd/KE^ ϴϰͲϴϰϬ>/ZZzW/d>ϬϭͲϮϭϬWK>/ ϮϯͲϮϭϲDhE//W>h/>/E' ϱϮͲϱϮϬ^tZKWZd/KE^ ϴϳͲϴϳϬKhEdZz^/d/&ϬϭͲϮϮϬKDDhE/dzs>KWDEd ϮϯͲϮϯϬ/dzͲt/W/d> ϳϮͲϳϮϬ>E^, ϴϴͲϴϴϬKtEdKtEd/&ϬϭͲϰϭϬ^dZdKWZd/KE^ ϮϱͲϮϬϱWK>/W/d> ϳϵͲϳϵϬWZ<^WZdDEd ϵϬͲyyys>KWZ^ZKtϬϭͲϲϰϬD/E^dZd/s^Zs/^ ϮϱͲϮϭϱWh>/tKZ<^W/d> ϳϵͲϳϵϱZZd/KEWd ϵϱͲyyy^ZKtWK^/dϭϭͲϭϭϭ&Ky,/>>^^ ϮϱͲϮϮϱWZ<^ΘZZd/KEW/d> ϴϮͲϴϮϬ>/ZZzKWZd/KE^DATE: 04/17/18TIME: 08:09:04UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 04/24/2018CHECK # VENDOR #INVOICE ITEMINVOICE # DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 526968 ALPHA ALPHA SERVICE OF KANE COUNTY20180330-0103/30/18 01 MARCH 2018 OFFICE CLEANING 01-110-54-00-5488943.5402 MARCH 2018 OFFICE CLEANING 01-210-54-00-5488943.5503 MARCH 2018 OFFICE CLEANING 79-795-54-00-5488226.5404 MARCH 2018 OFFICE CLEANING 79-790-54-00-5488226.5405 MARCH 2018 OFFICE CLEANING 01-410-54-00-548897.0206 MARCH 2018 OFFICE CLEANING 51-510-54-00-548897.0207 MARCH 2018 OFFICE CLEANING 52-520-54-00-548860.79INVOICE TOTAL:2,595.00 *CHECK TOTAL:2,595.00 526969 ALTEC ALTEC INDUSTRIES, INC.5022398603/20/18 01 REMOVED AND REPLACED FLOW 01-410-54-00-5490755.4202 CONTROL VALVES AND BOOT** COMMENT **INVOICE TOTAL:755.42 *CHECK TOTAL:755.42 526970 AMPERAGE AMPERAGE ELECTRICAL SUPPLY INC0762251-IN03/23/18 01 PHOTOCONTROL, PHOTOCELL, LAMP, 15-155-56-00-5642291.4002 BALLAST KIT** COMMENT **INVOICE TOTAL:291.40 *CHECK TOTAL:291.40 526971 AMPERAGE AMPERAGE ELECTRICAL SUPPLY INC0762681-IN03/26/18 01 PHOTOCONTROL15-155-56-00-5642113.36INVOICE TOTAL:113.36 *0762892-IN03/27/18 01 WIRE NUTS15-155-56-00-564235.30INVOICE TOTAL:35.30 *Page 1 of 44
ϬϭͲϭϭϬD/E/^dZd/KE ϭϮͲϭϭϮ^hE&>KtZ^^ ϰϮͲϰϮϬd^Zs/ ϴϯͲϴϯϬ>/ZZzd^Zs/ ϬϭͲϭϮϬ&/EE ϭϱͲϭϱϱDKdKZ&h>dy;D&dͿ ϱϭͲϱϭϬtdZKWZd/KE^ ϴϰͲϴϰϬ>/ZZzW/d>ϬϭͲϮϭϬWK>/ ϮϯͲϮϭϲDhE//W>h/>/E' ϱϮͲϱϮϬ^tZKWZd/KE^ ϴϳͲϴϳϬKhEdZz^/d/&ϬϭͲϮϮϬKDDhE/dzs>KWDEd ϮϯͲϮϯϬ/dzͲt/W/d> ϳϮͲϳϮϬ>E^, ϴϴͲϴϴϬKtEdKtEd/&ϬϭͲϰϭϬ^dZdKWZd/KE^ ϮϱͲϮϬϱWK>/W/d> ϳϵͲϳϵϬWZ<^WZdDEd ϵϬͲyyys>KWZ^ZKtϬϭͲϲϰϬD/E^dZd/s^Zs/^ ϮϱͲϮϭϱWh>/tKZ<^W/d> ϳϵͲϳϵϱZZd/KEWd ϵϱͲyyy^ZKtWK^/dϭϭͲϭϭϭ&Ky,/>>^^ ϮϱͲϮϮϱWZ<^ΘZZd/KEW/d> ϴϮͲϴϮϬ>/ZZzKWZd/KE^DATE: 04/17/18TIME: 08:09:04UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 04/24/2018CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 526971 AMPERAGE AMPERAGE ELECTRICAL SUPPLY INC0762896-IN03/27/18 01 VINYL TAPE15-155-56-00-564218.80INVOICE TOTAL:18.80 *0762907-IN03/27/18 01 SPLICE KIT15-155-56-00-564253.80INVOICE TOTAL:53.80 *CHECK TOTAL:221.26 526972 AMPERAGE AMPERAGE ELECTRICAL SUPPLY INC0762949-IN03/27/18 01 CONNECTORS, PJHOTOCELLS,15-155-56-00-564253.2102 BUSHING, ADAPTERS** COMMENT **INVOICE TOTAL:53.21 *CHECK TOTAL:53.21 526973 AMPERAGE AMPERAGE ELECTRICAL SUPPLY INC0763320-IN03/28/18 01 PUSH BUTTON, ALUM BOX, SEALING 15-155-56-00-5642236.8802 GASKET** COMMENT **INVOICE TOTAL:236.88 *CHECK TOTAL:236.88D000838 ANTPLACE ANTHONY PLACE YORKVILLE LPMAY-1804/16/18 01 CITY OF YORKVILLE HOUSING 01-640-54-00-5427517.0002 ASSISTANCE PROGRAM RENT** COMMENT **03 REIMBURSEMENT FOR THE MONTH OF ** COMMENT **04 MAY 2018** COMMENT **INVOICE TOTAL:517.00 *DIRECT DEPOSIT TOTAL:517.00 526974 ARNESON ARNESON OIL COMPANYPage 2 of 44
ϬϭͲϭϭϬD/E/^dZd/KE ϭϮͲϭϭϮ^hE&>KtZ^^ ϰϮͲϰϮϬd^Zs/ ϴϯͲϴϯϬ>/ZZzd^Zs/ ϬϭͲϭϮϬ&/EE ϭϱͲϭϱϱDKdKZ&h>dy;D&dͿ ϱϭͲϱϭϬtdZKWZd/KE^ ϴϰͲϴϰϬ>/ZZzW/d>ϬϭͲϮϭϬWK>/ ϮϯͲϮϭϲDhE//W>h/>/E' ϱϮͲϱϮϬ^tZKWZd/KE^ ϴϳͲϴϳϬKhEdZz^/d/&ϬϭͲϮϮϬKDDhE/dzs>KWDEd ϮϯͲϮϯϬ/dzͲt/W/d> ϳϮͲϳϮϬ>E^, ϴϴͲϴϴϬKtEdKtEd/&ϬϭͲϰϭϬ^dZdKWZd/KE^ ϮϱͲϮϬϱWK>/W/d> ϳϵͲϳϵϬWZ<^WZdDEd ϵϬͲyyys>KWZ^ZKtϬϭͲϲϰϬD/E^dZd/s^Zs/^ ϮϱͲϮϭϱWh>/tKZ<^W/d> ϳϵͲϳϵϱZZd/KEWd ϵϱͲyyy^ZKtWK^/dϭϭͲϭϭϭ&Ky,/>>^^ ϮϱͲϮϮϱWZ<^ΘZZd/KEW/d> ϴϮͲϴϮϬ>/ZZzKWZd/KE^DATE: 04/17/18TIME: 08:09:04UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 04/24/2018CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 526974 ARNESON ARNESON OIL COMPANY21567303/30/18 01 MAR 2018 DIESEL FUEL01-410-56-00-5695131.3002 MAR 2018 DIESEL FUEL51-510-56-00-5695131.3003 MAR 2018 DIESEL FUEL52-520-56-00-5695131.30INVOICE TOTAL:393.90 *CHECK TOTAL:393.90 526975 ATTAT&T6305536805-031803/25/18 01 03/25-04/24 MONTHLY SERVICE 51-510-54-00-5480247.11INVOICE TOTAL:247.11 *CHECK TOTAL:247.11 526976 BPAMOCO BP AMOCO OIL COMPANY5284153602/24/18 01 MARCH 2018 GASOLINE01-210-56-00-5695413.54INVOICE TOTAL:413.54 *CHECK TOTAL:413.54 526977 BSNSPORT BSN/PASSON'S/GSC/CONLIN SPORTS90189836503/26/18 01 BASEBALLS, SOFTBALLS,79-795-56-00-56062,262.7902 SCOREBOOKS** COMMENT **INVOICE TOTAL:2,262.79 *CHECK TOTAL:2,262.79 526978 CALLONE UNITED COMMUNICATION SYSTEMS1211242-1130059-0418 04/15/18 01 MAR 2018 ADMIN LINES01-110-54-00-5440396.4302 MAR 2018 CITY HALL NORTEL 01-110-54-00-5440153.3703 MAR 2018 CITY HALL NORTEL 01-210-54-00-5440153.37Page 3 of 44
ϬϭͲϭϭϬD/E/^dZd/KE ϭϮͲϭϭϮ^hE&>KtZ^^ ϰϮͲϰϮϬd^Zs/ ϴϯͲϴϯϬ>/ZZzd^Zs/ ϬϭͲϭϮϬ&/EE ϭϱͲϭϱϱDKdKZ&h>dy;D&dͿ ϱϭͲϱϭϬtdZKWZd/KE^ ϴϰͲϴϰϬ>/ZZzW/d>ϬϭͲϮϭϬWK>/ ϮϯͲϮϭϲDhE//W>h/>/E' ϱϮͲϱϮϬ^tZKWZd/KE^ ϴϳͲϴϳϬKhEdZz^/d/&ϬϭͲϮϮϬKDDhE/dzs>KWDEd ϮϯͲϮϯϬ/dzͲt/W/d> ϳϮͲϳϮϬ>E^, ϴϴͲϴϴϬKtEdKtEd/&ϬϭͲϰϭϬ^dZdKWZd/KE^ ϮϱͲϮϬϱWK>/W/d> ϳϵͲϳϵϬWZ<^WZdDEd ϵϬͲyyys>KWZ^ZKtϬϭͲϲϰϬD/E^dZd/s^Zs/^ ϮϱͲϮϭϱWh>/tKZ<^W/d> ϳϵͲϳϵϱZZd/KEWd ϵϱͲyyy^ZKtWK^/dϭϭͲϭϭϭ&Ky,/>>^^ ϮϱͲϮϮϱWZ<^ΘZZd/KEW/d> ϴϮͲϴϮϬ>/ZZzKWZd/KE^DATE: 04/17/18TIME: 08:09:04UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 04/24/2018CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 526978 CALLONE UNITED COMMUNICATION SYSTEMS1211242-1130059-0418 04/15/18 04 MAR 2018 CITY HALL NORTEL 51-510-54-00-5440153.3705 MAR 2018 CITY HALL FIRE01-210-54-00-5440199.8906 MAR 2018 CITY HALL FIRE01-110-54-00-5440199.8907 MAR 2018 PUBLIC WORKS LINES 51-510-54-00-54401,499.2608 MAR 2018 SEWER DEPT LINES 52-520-54-00-5440472.3609 MAR 2018 TRAFFIC SIGNAL01-410-54-00-543552.1310 MAINTENANCE** COMMENT **11 MAR 2018 PARKS LINES79-790-54-00-544054.4112 MAR 2018 RECREATION LINES 79-795-54-00-5440243.4813 MAR 2018 POLICE LINES01-210-54-00-5440930.09INVOICE TOTAL:4,508.05 *CHECK TOTAL:4,508.05 526979 CAMBRIA CAMBRIA SALES COMPANY INC.3961103/29/18 01 TOILET TISSUE, PAPER TOWEL, 01-110-56-00-5610241.2302 GARBAGE BAGS** COMMENT **INVOICE TOTAL:241.23 *3961504/02/18 01 PAPER TOWEL52-520-56-00-562062.34INVOICE TOTAL:62.34 *CHECK TOTAL:303.57 526980 CENTRALL CENTRAL LIMESTONE COMPANY, INC1222603/01/18 01 CRUSHED STONE72-720-60-00-6045794.12INVOICE TOTAL:794.12 *1230803/16/18 01 RIP RAP72-720-60-00-6045513.00INVOICE TOTAL:513.00 *CHECK TOTAL:1,307.12Page 4 of 44
ϬϭͲϭϭϬD/E/^dZd/KE ϭϮͲϭϭϮ^hE&>KtZ^^ ϰϮͲϰϮϬd^Zs/ ϴϯͲϴϯϬ>/ZZzd^Zs/ ϬϭͲϭϮϬ&/EE ϭϱͲϭϱϱDKdKZ&h>dy;D&dͿ ϱϭͲϱϭϬtdZKWZd/KE^ ϴϰͲϴϰϬ>/ZZzW/d>ϬϭͲϮϭϬWK>/ ϮϯͲϮϭϲDhE//W>h/>/E' ϱϮͲϱϮϬ^tZKWZd/KE^ ϴϳͲϴϳϬKhEdZz^/d/&ϬϭͲϮϮϬKDDhE/dzs>KWDEd ϮϯͲϮϯϬ/dzͲt/W/d> ϳϮͲϳϮϬ>E^, ϴϴͲϴϴϬKtEdKtEd/&ϬϭͲϰϭϬ^dZdKWZd/KE^ ϮϱͲϮϬϱWK>/W/d> ϳϵͲϳϵϬWZ<^WZdDEd ϵϬͲyyys>KWZ^ZKtϬϭͲϲϰϬD/E^dZd/s^Zs/^ ϮϱͲϮϭϱWh>/tKZ<^W/d> ϳϵͲϳϵϱZZd/KEWd ϵϱͲyyy^ZKtWK^/dϭϭͲϭϭϭ&Ky,/>>^^ ϮϱͲϮϮϱWZ<^ΘZZd/KEW/d> ϴϮͲϴϮϬ>/ZZzKWZd/KE^DATE: 04/17/18TIME: 08:09:04UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 04/24/2018CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 526981 CINTASFP CINTAS CORPORATION FIRE 636525OF9402471404/04/18 01 QUARTERLY MONITORING AT51-510-54-00-5445211.0002 3299 LEHMAN CROSSING** COMMENT **INVOICE TOTAL:211.00 *CHECK TOTAL:211.00 526982 COMED COMMONWEALTH EDISON0435113116-031804/03/18 01 03/02-04/02 RT34 & BEECHER 15-155-54-00-548285.60INVOICE TOTAL:85.60 *CHECK TOTAL:85.60 526983 COMED COMMONWEALTH EDISON0903040077-031803/29/18 01 02/13-03/29 MISC STREET LIGHTS 15-155-54-00-54822,839.91INVOICE TOTAL:2,839.91 *CHECK TOTAL:2,839.91 526984 COMED COMMONWEALTH EDISON0908014004-031803/30/18 01 03/01-03/30 6780 RT4751-510-54-00-5480108.23INVOICE TOTAL:108.23 *CHECK TOTAL:108.23 526985 COMED COMMONWEALTH EDISON0966038077-031803/28/18 01 02/27-03/28 KENNEDY RD15-155-54-00-5482118.3702 02/27-03/28 KENNEDY RD01-410-54-00-54824.74INVOICE TOTAL:123.11 *CHECK TOTAL:123.11Page 5 of 44
ϬϭͲϭϭϬD/E/^dZd/KE ϭϮͲϭϭϮ^hE&>KtZ^^ ϰϮͲϰϮϬd^Zs/ ϴϯͲϴϯϬ>/ZZzd^Zs/ ϬϭͲϭϮϬ&/EE ϭϱͲϭϱϱDKdKZ&h>dy;D&dͿ ϱϭͲϱϭϬtdZKWZd/KE^ ϴϰͲϴϰϬ>/ZZzW/d>ϬϭͲϮϭϬWK>/ ϮϯͲϮϭϲDhE//W>h/>/E' ϱϮͲϱϮϬ^tZKWZd/KE^ ϴϳͲϴϳϬKhEdZz^/d/&ϬϭͲϮϮϬKDDhE/dzs>KWDEd ϮϯͲϮϯϬ/dzͲt/W/d> ϳϮͲϳϮϬ>E^, ϴϴͲϴϴϬKtEdKtEd/&ϬϭͲϰϭϬ^dZdKWZd/KE^ ϮϱͲϮϬϱWK>/W/d> ϳϵͲϳϵϬWZ<^WZdDEd ϵϬͲyyys>KWZ^ZKtϬϭͲϲϰϬD/E^dZd/s^Zs/^ ϮϱͲϮϭϱWh>/tKZ<^W/d> ϳϵͲϳϵϱZZd/KEWd ϵϱͲyyy^ZKtWK^/dϭϭͲϭϭϭ&Ky,/>>^^ ϮϱͲϮϮϱWZ<^ΘZZd/KEW/d> ϴϮͲϴϮϬ>/ZZzKWZd/KE^DATE: 04/17/18TIME: 08:09:04UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 04/24/2018CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 526986 COMED COMMONWEALTH EDISON1161132039-040618 04/06/18 01 MUNICIPAL AGGREGATION REFRESH 01-110-54-00-5462168.0002 FEE** COMMENT **INVOICE TOTAL:168.00 *CHECK TOTAL:168.00 526987 COMED COMMONWEALTH EDISON1183088101-031803/27/18 01 02/26-03/27 1107 PRAIRIE CR 52-520-54-00-5480152.00INVOICE TOTAL:152.00 *1407125045-031804/02/18 01 03/02-04/02 FOX HILL 7 LIFT 52-520-54-00-5480107.59INVOICE TOTAL:107.59 *1718099052-031803/27/18 01 02/26-03/27 872 PRAIRIE CR 52-520-54-00-548092.97INVOICE TOTAL:92.97 *2019099044-031804/05/18 01 02/13-03/14 BRIDGE ST WELL 51-510-54-00-548068.10INVOICE TOTAL:68.10 *2668047007-031803/27/18 01 02/26-03/27 1908 RAINTREE RD 51-510-54-00-5480181.20INVOICE TOTAL:181.20 *CHECK TOTAL:601.86 526988 COMED COMMONWEALTH EDISON2947052031-031803/29/18 01 02/28-03/29 RT47 & RIVER RD 15-155-54-00-5482318.09INVOICE TOTAL:318.09 *CHECK TOTAL:318.09 526989 COMED COMMONWEALTH EDISON2961017043-031803/28/18 01 02/27-03/28 PRESTWICK LIFT 52-520-54-00-5480118.73INVOICE TOTAL:118.73 *Page 6 of 44
ϬϭͲϭϭϬD/E/^dZd/KE ϭϮͲϭϭϮ^hE&>KtZ^^ ϰϮͲϰϮϬd^Zs/ ϴϯͲϴϯϬ>/ZZzd^Zs/ ϬϭͲϭϮϬ&/EE ϭϱͲϭϱϱDKdKZ&h>dy;D&dͿ ϱϭͲϱϭϬtdZKWZd/KE^ ϴϰͲϴϰϬ>/ZZzW/d>ϬϭͲϮϭϬWK>/ ϮϯͲϮϭϲDhE//W>h/>/E' ϱϮͲϱϮϬ^tZKWZd/KE^ ϴϳͲϴϳϬKhEdZz^/d/&ϬϭͲϮϮϬKDDhE/dzs>KWDEd ϮϯͲϮϯϬ/dzͲt/W/d> ϳϮͲϳϮϬ>E^, ϴϴͲϴϴϬKtEdKtEd/&ϬϭͲϰϭϬ^dZdKWZd/KE^ ϮϱͲϮϬϱWK>/W/d> ϳϵͲϳϵϬWZ<^WZdDEd ϵϬͲyyys>KWZ^ZKtϬϭͲϲϰϬD/E^dZd/s^Zs/^ ϮϱͲϮϭϱWh>/tKZ<^W/d> ϳϵͲϳϵϱZZd/KEWd ϵϱͲyyy^ZKtWK^/dϭϭͲϭϭϭ&Ky,/>>^^ ϮϱͲϮϮϱWZ<^ΘZZd/KEW/d> ϴϮͲϴϮϬ>/ZZzKWZd/KE^DATE: 04/17/18TIME: 08:09:04UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 04/24/2018CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 526989 COMED COMMONWEALTH EDISON3119142025-031803/28/18 01 02/27-03/28 VAN EMMON LOT 01-410-54-00-548218.63INVOICE TOTAL:18.63 *4085080033-031803/28/18 01 02/27-03/28 1991 CANNONBALL TR 51-510-54-00-5480325.19INVOICE TOTAL:325.19 *4449087016-031804/05/18 01 02/27-03/29 MISC WELLS52-520-54-00-54801,350.07INVOICE TOTAL:1,350.07 *4475093053-031803/29/18 01 02/28-03/29 610 TOWER51-510-54-00-5480340.71INVOICE TOTAL:340.71 *6819027011-031804/04/18 01 02/28-03/29 MISC PR BUILDINGS 79-795-54-00-5480369.94INVOICE TOTAL:369.94 *7110074020-031803/28/18 01 02/27-03/28 104 E VAN EMMON 01-110-54-00-5480488.40INVOICE TOTAL:488.40 *7982120022-031803/29/18 01 02/28-03/29 609 N BRIDGE01-110-54-00-548030.43INVOICE TOTAL:30.43 *CHECK TOTAL:3,042.10 526990 COMMTIRE COMMERCIAL TIRE SERVICE333001793003/15/18 01 4 NEW TIRES01-210-54-00-5495933.43INVOICE TOTAL:933.43 *CHECK TOTAL:933.43 526991 CONSTELL CONSTELLATION NEW ENERGY004428045004/03/18 01 02/21-03/21 421 POPLAR LIGHT 15-155-54-00-54823,923.64INVOICE TOTAL:3,923.64 *Page 7 of 44
ϬϭͲϭϭϬD/E/^dZd/KE ϭϮͲϭϭϮ^hE&>KtZ^^ ϰϮͲϰϮϬd^Zs/ ϴϯͲϴϯϬ>/ZZzd^Zs/ ϬϭͲϭϮϬ&/EE ϭϱͲϭϱϱDKdKZ&h>dy;D&dͿ ϱϭͲϱϭϬtdZKWZd/KE^ ϴϰͲϴϰϬ>/ZZzW/d>ϬϭͲϮϭϬWK>/ ϮϯͲϮϭϲDhE//W>h/>/E' ϱϮͲϱϮϬ^tZKWZd/KE^ ϴϳͲϴϳϬKhEdZz^/d/&ϬϭͲϮϮϬKDDhE/dzs>KWDEd ϮϯͲϮϯϬ/dzͲt/W/d> ϳϮͲϳϮϬ>E^, ϴϴͲϴϴϬKtEdKtEd/&ϬϭͲϰϭϬ^dZdKWZd/KE^ ϮϱͲϮϬϱWK>/W/d> ϳϵͲϳϵϬWZ<^WZdDEd ϵϬͲyyys>KWZ^ZKtϬϭͲϲϰϬD/E^dZd/s^Zs/^ ϮϱͲϮϭϱWh>/tKZ<^W/d> ϳϵͲϳϵϱZZd/KEWd ϵϱͲyyy^ZKtWK^/dϭϭͲϭϭϭ&Ky,/>>^^ ϮϱͲϮϮϱWZ<^ΘZZd/KEW/d> ϴϮͲϴϮϬ>/ZZzKWZd/KE^DATE: 04/17/18TIME: 08:09:04UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 04/24/2018CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 526991 CONSTELL CONSTELLATION NEW ENERGY004429353804/04/18 01 02/28-03/28 1 COUNTRYSIDE PKWY 01-410-54-00-548216.4502 02/28-03/28 1 COUNTRYSIDE PKWY 15-155-54-00-5482156.93INVOICE TOTAL:173.38 *CHECK TOTAL:4,097.02 526992 COREMAIN CORE & MAIN LPI46001603/21/18 01 HHD DEVICE51-510-60-00-60606,500.00INVOICE TOTAL:6,500.00 *I61175903/22/18 01 510R MXU METERS51-510-56-00-56643,394.07INVOICE TOTAL:3,394.07 *I61178403/21/18 01 510R MXU METERS51-510-56-00-56643,397.05INVOICE TOTAL:3,397.05 *I61182603/22/18 01 GEL CAPS, CRIMPER, DRIVE SEC 51-510-56-00-566497.4502 SOCKET** COMMENT **INVOICE TOTAL:97.45 *I61184503/21/18 01 MXU BATTERIES, SCREWS51-510-56-00-56642,027.20INVOICE TOTAL:2,027.20 *I61185303/21/18 01 MXU BATTERIES51-510-56-00-5664416.79INVOICE TOTAL:416.79 *I64403503/28/18 01 MXU WARRANTIES51-510-56-00-566471.00INVOICE TOTAL:71.00 *I64411203/28/18 01 MXU WARRANTIES51-510-56-00-5664390.00INVOICE TOTAL:390.00 *I64411303/28/18 01 MXU WARRANTY51-510-56-00-566487.00INVOICE TOTAL:87.00 *CHECK TOTAL:16,380.56Page 8 of 44
ϬϭͲϭϭϬD/E/^dZd/KE ϭϮͲϭϭϮ^hE&>KtZ^^ ϰϮͲϰϮϬd^Zs/ ϴϯͲϴϯϬ>/ZZzd^Zs/ ϬϭͲϭϮϬ&/EE ϭϱͲϭϱϱDKdKZ&h>dy;D&dͿ ϱϭͲϱϭϬtdZKWZd/KE^ ϴϰͲϴϰϬ>/ZZzW/d>ϬϭͲϮϭϬWK>/ ϮϯͲϮϭϲDhE//W>h/>/E' ϱϮͲϱϮϬ^tZKWZd/KE^ ϴϳͲϴϳϬKhEdZz^/d/&ϬϭͲϮϮϬKDDhE/dzs>KWDEd ϮϯͲϮϯϬ/dzͲt/W/d> ϳϮͲϳϮϬ>E^, ϴϴͲϴϴϬKtEdKtEd/&ϬϭͲϰϭϬ^dZdKWZd/KE^ ϮϱͲϮϬϱWK>/W/d> ϳϵͲϳϵϬWZ<^WZdDEd ϵϬͲyyys>KWZ^ZKtϬϭͲϲϰϬD/E^dZd/s^Zs/^ ϮϱͲϮϭϱWh>/tKZ<^W/d> ϳϵͲϳϵϱZZd/KEWd ϵϱͲyyy^ZKtWK^/dϭϭͲϭϭϭ&Ky,/>>^^ ϮϱͲϮϮϱWZ<^ΘZZd/KEW/d> ϴϮͲϴϮϬ>/ZZzKWZd/KE^DATE: 04/17/18TIME: 08:09:04UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 04/24/2018CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 526993 DEARNATI DEARBORN NATIONAL LIFE04091804/09/18 01 MAY 2018 VISION INS-ADMIN 01-000-14-00-140094.1502 MAY 2018 VISION INS-FINANCE 01-000-14-00-140058.9503 MAY 2018 VISION INS-POLICE 01-000-14-00-1400563.4004 MAY 2018 VISION INS-COMM/DEV 01-000-14-00-140065.3505 MAY 2018 VISION INS-STREETS 01-000-14-00-140088.7906 MAY 2018 VISION INS-RETIREES 01-000-14-00-140096.1907 MAY 2018 VISION INS-PARKS 79-000-14-00-1400108.2008 MAY 2018 VISION INS-RECREATION 79-000-14-00-140078.9909 MAY 2018 VISION INS-WATER 51-000-14-00-1400101.4810 MAY 2018 VISION INS-SEWER 52-000-14-00-140049.4811 MAY 2018 VISION INS-LIBRARY 82-000-14-00-140058.4012 PREVIOUS MONTH CORRECTION 82-820-52-00-5222-3.84INVOICE TOTAL:1,359.54 *CHECK TOTAL:1,359.54 526994 DUTEK THOMAS & JULIE FLETCHER100432703/29/18 01 COUPLERS01-410-56-00-5640121.00INVOICE TOTAL:121.00 *CHECK TOTAL:121.00 526995 EEIENGINEERING ENTERPRISES, INC.6391403/30/18 01 RT71 IMPROVEMENTS01-640-54-00-54651,456.00INVOICE TOTAL:1,456.00 *6391503/30/18 01 TRAFFIC CONTROL SIGNAGE & 01-640-54-00-5465362.5002 MARKINGS** COMMENT **INVOICE TOTAL:362.50 *6391703/30/18 01 UTILTY PERMIT REVIEWS01-640-54-00-5465703.25INVOICE TOTAL:703.25 *Page 9 of 44
ϬϭͲϭϭϬD/E/^dZd/KE ϭϮͲϭϭϮ^hE&>KtZ^^ ϰϮͲϰϮϬd^Zs/ ϴϯͲϴϯϬ>/ZZzd^Zs/ ϬϭͲϭϮϬ&/EE ϭϱͲϭϱϱDKdKZ&h>dy;D&dͿ ϱϭͲϱϭϬtdZKWZd/KE^ ϴϰͲϴϰϬ>/ZZzW/d>ϬϭͲϮϭϬWK>/ ϮϯͲϮϭϲDhE//W>h/>/E' ϱϮͲϱϮϬ^tZKWZd/KE^ ϴϳͲϴϳϬKhEdZz^/d/&ϬϭͲϮϮϬKDDhE/dzs>KWDEd ϮϯͲϮϯϬ/dzͲt/W/d> ϳϮͲϳϮϬ>E^, ϴϴͲϴϴϬKtEdKtEd/&ϬϭͲϰϭϬ^dZdKWZd/KE^ ϮϱͲϮϬϱWK>/W/d> ϳϵͲϳϵϬWZ<^WZdDEd ϵϬͲyyys>KWZ^ZKtϬϭͲϲϰϬD/E^dZd/s^Zs/^ ϮϱͲϮϭϱWh>/tKZ<^W/d> ϳϵͲϳϵϱZZd/KEWd ϵϱͲyyy^ZKtWK^/dϭϭͲϭϭϭ&Ky,/>>^^ ϮϱͲϮϮϱWZ<^ΘZZd/KEW/d> ϴϮͲϴϮϬ>/ZZzKWZd/KE^DATE: 04/17/18TIME: 08:09:04UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 04/24/2018CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 526995 EEIENGINEERING ENTERPRISES, INC.6391803/30/18 01 KENDALLWOOD ESTATES88-880-60-00-60002,686.75INVOICE TOTAL:2,686.75 *6391903/30/18 01 GRANDE RESERVE - AVANTI01-640-54-00-5465714.50INVOICE TOTAL:714.50 *6392003/30/18 01 CAPITAL IMPROVEMENT PROGRAM 01-640-54-00-5465332.50INVOICE TOTAL:332.50 *6392103/30/18 01 CALEDONIA01-640-54-00-5465477.50INVOICE TOTAL:477.50 *6392203/30/18 01 SPEEDWAY-RT47 & GALENA01-640-54-00-5465185.00INVOICE TOTAL:185.00 *6392303/30/18 01 YORKVILLE CHRISTIAN SCHOOL 90-055-55-00-0111226.13INVOICE TOTAL:226.13 *6392403/30/18 01 HEARTLAND MEADOWS90-064-64-00-0111751.50INVOICE TOTAL:751.50 *6392503/30/18 01 RT71 SANITARY SEWER &51-510-60-00-6066931.9002 WATERMAIN REPLACEMENT** COMMENT **03 RT71 SANITARY SEWER &52-520-60-00-6066218.6004 WATERMAIN REPLACEMENT** COMMENT **INVOICE TOTAL:1,150.50 *6392603/30/18 01 MISC GIS MAPPING01-640-54-00-546533.50INVOICE TOTAL:33.50 *6392703/30/18 01 RIVERFRONT PARK IMPROVEMENTS 72-720-60-00-60456,584.02INVOICE TOTAL:6,584.02 *6392803/30/18 01 RT34 IMPROVEMENTS01-640-54-00-54653,743.50INVOICE TOTAL:3,743.50 *Page 10 of 44
ϬϭͲϭϭϬD/E/^dZd/KE ϭϮͲϭϭϮ^hE&>KtZ^^ ϰϮͲϰϮϬd^Zs/ ϴϯͲϴϯϬ>/ZZzd^Zs/ ϬϭͲϭϮϬ&/EE ϭϱͲϭϱϱDKdKZ&h>dy;D&dͿ ϱϭͲϱϭϬtdZKWZd/KE^ ϴϰͲϴϰϬ>/ZZzW/d>ϬϭͲϮϭϬWK>/ ϮϯͲϮϭϲDhE//W>h/>/E' ϱϮͲϱϮϬ^tZKWZd/KE^ ϴϳͲϴϳϬKhEdZz^/d/&ϬϭͲϮϮϬKDDhE/dzs>KWDEd ϮϯͲϮϯϬ/dzͲt/W/d> ϳϮͲϳϮϬ>E^, ϴϴͲϴϴϬKtEdKtEd/&ϬϭͲϰϭϬ^dZdKWZd/KE^ ϮϱͲϮϬϱWK>/W/d> ϳϵͲϳϵϬWZ<^WZdDEd ϵϬͲyyys>KWZ^ZKtϬϭͲϲϰϬD/E^dZd/s^Zs/^ ϮϱͲϮϭϱWh>/tKZ<^W/d> ϳϵͲϳϵϱZZd/KEWd ϵϱͲyyy^ZKtWK^/dϭϭͲϭϭϭ&Ky,/>>^^ ϮϱͲϮϮϱWZ<^ΘZZd/KEW/d> ϴϮͲϴϮϬ>/ZZzKWZd/KE^DATE: 04/17/18TIME: 08:09:04UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 04/24/2018CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 526995 EEIENGINEERING ENTERPRISES, INC.6392903/30/18 01 METRONET01-640-54-00-5465447.25INVOICE TOTAL:447.25 *6393003/30/18 01 GC HOUSING DEVELOPMENT90-089-89-00-01112,732.50INVOICE TOTAL:2,732.50 *6393103/30/18 01 2017 ROAD PROGRAM23-230-60-00-6025176.25INVOICE TOTAL:176.25 *6393203/30/18 01 WRIGLEY ACCESS DR & RT4701-640-54-00-5465337.0002 IMPROVEMENTS** COMMENT **INVOICE TOTAL:337.00 *6393303/30/18 01 GRANDE RESERVE UNIT 201-640-54-00-5465691.00INVOICE TOTAL:691.00 *6393403/30/18 01 GRANDE RESERVE UNIT 501-640-54-00-5465448.50INVOICE TOTAL:448.50 *6393503/30/18 01 ADA TRANSITION PLAN23-230-54-00-54652,287.75INVOICE TOTAL:2,287.75 *6393603/30/18 01 BLACKBERRY WOODS - PHASE B 01-640-54-00-5465457.50INVOICE TOTAL:457.50 *6393703/30/18 01 MUNICIPAL ENGINEERING SERVICES 01-640-54-00-54651,900.00INVOICE TOTAL:1,900.00 *6393803/30/18 01 CASEY'S SITE IMPROVEMENTS 90-105-00-00-0111740.50INVOICE TOTAL:740.50 *6393903/30/18 01 PAVILLION RD STREAMBANK23-230-60-00-60256,094.0002 STABILIZATION** COMMENT **INVOICE TOTAL:6,094.00 *Page 11 of 44
ϬϭͲϭϭϬD/E/^dZd/KE ϭϮͲϭϭϮ^hE&>KtZ^^ ϰϮͲϰϮϬd^Zs/ ϴϯͲϴϯϬ>/ZZzd^Zs/ ϬϭͲϭϮϬ&/EE ϭϱͲϭϱϱDKdKZ&h>dy;D&dͿ ϱϭͲϱϭϬtdZKWZd/KE^ ϴϰͲϴϰϬ>/ZZzW/d>ϬϭͲϮϭϬWK>/ ϮϯͲϮϭϲDhE//W>h/>/E' ϱϮͲϱϮϬ^tZKWZd/KE^ ϴϳͲϴϳϬKhEdZz^/d/&ϬϭͲϮϮϬKDDhE/dzs>KWDEd ϮϯͲϮϯϬ/dzͲt/W/d> ϳϮͲϳϮϬ>E^, ϴϴͲϴϴϬKtEdKtEd/&ϬϭͲϰϭϬ^dZdKWZd/KE^ ϮϱͲϮϬϱWK>/W/d> ϳϵͲϳϵϬWZ<^WZdDEd ϵϬͲyyys>KWZ^ZKtϬϭͲϲϰϬD/E^dZd/s^Zs/^ ϮϱͲϮϭϱWh>/tKZ<^W/d> ϳϵͲϳϵϱZZd/KEWd ϵϱͲyyy^ZKtWK^/dϭϭͲϭϭϭ&Ky,/>>^^ ϮϱͲϮϮϱWZ<^ΘZZd/KEW/d> ϴϮͲϴϮϬ>/ZZzKWZd/KE^DATE: 04/17/18TIME: 08:09:04UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 04/24/2018CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 526995 EEIENGINEERING ENTERPRISES, INC.6394003/30/18 01 NPDES MS4 2017 ANNUAL REPORT 01-640-54-00-5465964.25INVOICE TOTAL:964.25 *6394103/30/18 01 SUB-REGIONAL WATER51-510-54-00-54651,575.7502 COORDINATION** COMMENT **INVOICE TOTAL:1,575.75 *6394203/30/18 01 KENDALL MARKETPLACE01-640-54-00-5465261.7502 RESIDENTIAL** COMMENT **INVOICE TOTAL:261.75 *6394303/30/18 01 FY 2019 BUDGET01-640-54-00-54651,410.00INVOICE TOTAL:1,410.00 *6394403/30/18 01 2018 SANITARY SEWER LINING 52-520-60-00-60251,669.80INVOICE TOTAL:1,669.80 *6394503/30/18 01 2018 ROAD PROGRAM23-230-60-00-60256,024.25INVOICE TOTAL:6,024.25 *CHECK TOTAL:47,625.20 526996 EEIENGINEERING ENTERPRISES, INC.6394603/30/18 01 FOUNTAIN VILLAGE - COMPLETION 23-230-60-00-60235,603.7502 OF IMPROVEMENTS** COMMENT **INVOICE TOTAL:5,603.75 *CHECK TOTAL:5,603.75 526997 EEIENGINEERING ENTERPRISES, INC.6394703/30/18 01 BRISTOL BAY RESUBDIVISION 90-113-00-00-0111191.00INVOICE TOTAL:191.00 *Page 12 of 44
ϬϭͲϭϭϬD/E/^dZd/KE ϭϮͲϭϭϮ^hE&>KtZ^^ ϰϮͲϰϮϬd^Zs/ ϴϯͲϴϯϬ>/ZZzd^Zs/ ϬϭͲϭϮϬ&/EE ϭϱͲϭϱϱDKdKZ&h>dy;D&dͿ ϱϭͲϱϭϬtdZKWZd/KE^ ϴϰͲϴϰϬ>/ZZzW/d>ϬϭͲϮϭϬWK>/ ϮϯͲϮϭϲDhE//W>h/>/E' ϱϮͲϱϮϬ^tZKWZd/KE^ ϴϳͲϴϳϬKhEdZz^/d/&ϬϭͲϮϮϬKDDhE/dzs>KWDEd ϮϯͲϮϯϬ/dzͲt/W/d> ϳϮͲϳϮϬ>E^, ϴϴͲϴϴϬKtEdKtEd/&ϬϭͲϰϭϬ^dZdKWZd/KE^ ϮϱͲϮϬϱWK>/W/d> ϳϵͲϳϵϬWZ<^WZdDEd ϵϬͲyyys>KWZ^ZKtϬϭͲϲϰϬD/E^dZd/s^Zs/^ ϮϱͲϮϭϱWh>/tKZ<^W/d> ϳϵͲϳϵϱZZd/KEWd ϵϱͲyyy^ZKtWK^/dϭϭͲϭϭϭ&Ky,/>>^^ ϮϱͲϮϮϱWZ<^ΘZZd/KEW/d> ϴϮͲϴϮϬ>/ZZzKWZd/KE^DATE: 04/17/18TIME: 08:09:04UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 04/24/2018CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 526997 EEIENGINEERING ENTERPRISES, INC.6394803/30/18 01 EAST ORANGE ST WATERMAIN51-510-60-00-60254,078.2502 REPLACEMENT** COMMENT **INVOICE TOTAL:4,078.25 *6394903/30/18 01 INDUSTRIAL/MANUFACTURING01-640-54-00-54651,241.5002 INITIATIVE** COMMENT **INVOICE TOTAL:1,241.50 *6395003/30/18 01 CITY OF YORKVILLE-GENERAL 01-640-54-00-54651,422.00INVOICE TOTAL:1,422.00 *6395103/30/18 01 WELL #3 WATERMAIN RE-PIPING 51-510-60-00-60224,007.50INVOICE TOTAL:4,007.50 *6395203/30/18 01 STORM WATER BASIN INSPECTIONS 01-640-54-00-54652,954.25INVOICE TOTAL:2,954.25 *6395303/30/18 01 RTP GRANT01-640-54-00-54653,772.50INVOICE TOTAL:3,772.50 *6395503/30/18 01 ALDI EXPANSION90-115-00-00-01111,492.00INVOICE TOTAL:1,492.00 *6395603/30/18 01 2018 ROAD PROGRAM UPDATE01-640-54-00-54651,196.25INVOICE TOTAL:1,196.25 *6395703/30/18 01 RAINTREE VILLAGE - SANITARY 01-640-54-00-5465266.0002 SEWER REPAIRS** COMMENT **INVOICE TOTAL:266.00 *6396403/30/18 01 CEDARHURST LIVING IMPROVEMENTS 90-101-00-00-0111313.50INVOICE TOTAL:313.50 *6396503/30/18 01 WHISPERING MEADOWS, UNITS 1,2 01-640-54-00-54651,274.50Page 13 of 44
ϬϭͲϭϭϬD/E/^dZd/KE ϭϮͲϭϭϮ^hE&>KtZ^^ ϰϮͲϰϮϬd^Zs/ ϴϯͲϴϯϬ>/ZZzd^Zs/ ϬϭͲϭϮϬ&/EE ϭϱͲϭϱϱDKdKZ&h>dy;D&dͿ ϱϭͲϱϭϬtdZKWZd/KE^ ϴϰͲϴϰϬ>/ZZzW/d>ϬϭͲϮϭϬWK>/ ϮϯͲϮϭϲDhE//W>h/>/E' ϱϮͲϱϮϬ^tZKWZd/KE^ ϴϳͲϴϳϬKhEdZz^/d/&ϬϭͲϮϮϬKDDhE/dzs>KWDEd ϮϯͲϮϯϬ/dzͲt/W/d> ϳϮͲϳϮϬ>E^, ϴϴͲϴϴϬKtEdKtEd/&ϬϭͲϰϭϬ^dZdKWZd/KE^ ϮϱͲϮϬϱWK>/W/d> ϳϵͲϳϵϬWZ<^WZdDEd ϵϬͲyyys>KWZ^ZKtϬϭͲϲϰϬD/E^dZd/s^Zs/^ ϮϱͲϮϭϱWh>/tKZ<^W/d> ϳϵͲϳϵϱZZd/KEWd ϵϱͲyyy^ZKtWK^/dϭϭͲϭϭϭ&Ky,/>>^^ ϮϱͲϮϮϱWZ<^ΘZZd/KEW/d> ϴϮͲϴϮϬ>/ZZzKWZd/KE^DATE: 04/17/18TIME: 08:09:04UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 04/24/2018CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 526997 EEIENGINEERING ENTERPRISES, INC.6396503/30/18 02 & 4 - COMPLETION OF** COMMENT **03 IMPROVEMENTS** COMMENT **INVOICE TOTAL:1,274.50 *CHECK TOTAL:22,209.25 526998 EJEQUIP EJ EQUIPMENTP1123103/30/18 01 MIRROR HEADS01-410-56-00-5628319.47INVOICE TOTAL:319.47 *P1125903/30/18 01 HOSE-SUCTION HD SWEEPER01-410-56-00-5628528.18INVOICE TOTAL:528.18 *CHECK TOTAL:847.65 526999 ELEVATOR ELEVATOR INSPECTION SERVICE7546003/26/18 01 02/15/18 ELEVATOR INSPECTION 01-220-54-00-545975.00INVOICE TOTAL:75.00 *CHECK TOTAL:75.00 527000 ELINEUP JEFFREY C DAVIES50603/26/18 01 ANNUAL SOFTWARE MAINTENANCE 01-000-14-00-1400600.0002 RENEWAL** COMMENT **INVOICE TOTAL:600.00 *CHECK TOTAL:600.00 527001 ERICKSON ERICKSON CONSTRUCTION03291803/29/18 01 MAR 2018 INSPECTIONS01-220-54-00-5459210.00INVOICE TOTAL:210.00 *CHECK TOTAL:210.00Page 14 of 44
ϬϭͲϭϭϬD/E/^dZd/KE ϭϮͲϭϭϮ^hE&>KtZ^^ ϰϮͲϰϮϬd^Zs/ ϴϯͲϴϯϬ>/ZZzd^Zs/ ϬϭͲϭϮϬ&/EE ϭϱͲϭϱϱDKdKZ&h>dy;D&dͿ ϱϭͲϱϭϬtdZKWZd/KE^ ϴϰͲϴϰϬ>/ZZzW/d>ϬϭͲϮϭϬWK>/ ϮϯͲϮϭϲDhE//W>h/>/E' ϱϮͲϱϮϬ^tZKWZd/KE^ ϴϳͲϴϳϬKhEdZz^/d/&ϬϭͲϮϮϬKDDhE/dzs>KWDEd ϮϯͲϮϯϬ/dzͲt/W/d> ϳϮͲϳϮϬ>E^, ϴϴͲϴϴϬKtEdKtEd/&ϬϭͲϰϭϬ^dZdKWZd/KE^ ϮϱͲϮϬϱWK>/W/d> ϳϵͲϳϵϬWZ<^WZdDEd ϵϬͲyyys>KWZ^ZKtϬϭͲϲϰϬD/E^dZd/s^Zs/^ ϮϱͲϮϭϱWh>/tKZ<^W/d> ϳϵͲϳϵϱZZd/KEWd ϵϱͲyyy^ZKtWK^/dϭϭͲϭϭϭ&Ky,/>>^^ ϮϱͲϮϮϱWZ<^ΘZZd/KEW/d> ϴϮͲϴϮϬ>/ZZzKWZd/KE^DATE: 04/17/18TIME: 08:09:04UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 04/24/2018CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 527002 ESTILUNV EASTERN ILLINOIS UNIVERSITY18-19 DUES04/10/18 01 2018-2019 IMTA MEMBERSHIP DUES 01-000-14-00-140080.00INVOICE TOTAL:80.00 *CHECK TOTAL:80.00 527003 FARMFLEE BLAIN'S FARM & FLEET1559-WEBER03/28/18 01 SHIRTS, SUNGLASSES, PANTS 01-410-56-00-5600236.04INVOICE TOTAL:236.04 *1873-HENNE03/31/18 01 PANTS01-410-56-00-560089.98INVOICE TOTAL:89.98 *1875-D.BEHRENS03/31/18 01 SHIRTS, JEANS52-520-56-00-5600260.92INVOICE TOTAL:260.92 *574-SMITH04/11/18 01 HATS, SHORTS, PANTS79-790-56-00-5600136.04INVOICE TOTAL:136.04 *CHECK TOTAL:722.98 527004 FARRFARR ASSOCIATES2017021-0404/04/18 01 MAR 2018 DOWNTOWN OVERLAY 88-880-60-00-600017,300.0002 DIST COSTS** COMMENT **INVOICE TOTAL:17,300.00 *CHECK TOTAL:17,300.00 527005 FARREN FARREN HEATING & COOLING1068303/29/18 01 REMOVED AND REPLACED STAT 23-216-54-00-54461,197.18INVOICE TOTAL:1,197.18 *CHECK TOTAL:1,197.18Page 15 of 44
ϬϭͲϭϭϬD/E/^dZd/KE ϭϮͲϭϭϮ^hE&>KtZ^^ ϰϮͲϰϮϬd^Zs/ ϴϯͲϴϯϬ>/ZZzd^Zs/ ϬϭͲϭϮϬ&/EE ϭϱͲϭϱϱDKdKZ&h>dy;D&dͿ ϱϭͲϱϭϬtdZKWZd/KE^ ϴϰͲϴϰϬ>/ZZzW/d>ϬϭͲϮϭϬWK>/ ϮϯͲϮϭϲDhE//W>h/>/E' ϱϮͲϱϮϬ^tZKWZd/KE^ ϴϳͲϴϳϬKhEdZz^/d/&ϬϭͲϮϮϬKDDhE/dzs>KWDEd ϮϯͲϮϯϬ/dzͲt/W/d> ϳϮͲϳϮϬ>E^, ϴϴͲϴϴϬKtEdKtEd/&ϬϭͲϰϭϬ^dZdKWZd/KE^ ϮϱͲϮϬϱWK>/W/d> ϳϵͲϳϵϬWZ<^WZdDEd ϵϬͲyyys>KWZ^ZKtϬϭͲϲϰϬD/E^dZd/s^Zs/^ ϮϱͲϮϭϱWh>/tKZ<^W/d> ϳϵͲϳϵϱZZd/KEWd ϵϱͲyyy^ZKtWK^/dϭϭͲϭϭϭ&Ky,/>>^^ ϮϱͲϮϮϱWZ<^ΘZZd/KEW/d> ϴϮͲϴϮϬ>/ZZzKWZd/KE^DATE: 04/17/18TIME: 08:09:04UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 04/24/2018CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 527006 FASTENAL FASTENAL COMPANYILPLA2409403/16/18 01 HAMMERS72-720-60-00-6043111.2102 RETURNED OVAL CREDIT72-720-60-00-6043-6.71INVOICE TOTAL:104.50 *CHECK TOTAL:104.50 527007 FEDEX FEDEX6-133-1210903/28/18 01 1 PKG FOR WHISPERING MEADOWS 01-110-54-00-545227.1402 BOND RELEASE PER SETTLEMENT ** COMMENT **03 AGREEMENT** COMMENT **INVOICE TOTAL:27.14 *CHECK TOTAL:27.14 527008 FLEXFLEX BENEFIT SERVICE CORP.45753404/09/18 01 MAR 2018 HRA ADMIN FEES01-110-52-00-521620.0002 MAR 2018 HRA ADMIN FEES01-120-52-00-521610.0003 MAR 2018 HRA ADMIN FEES01-210-52-00-5216105.0004 MAR 2018 HRA ADMIN FEES01-220-52-00-521620.0005 MAR 2018 HRA ADMIN FEES01-410-52-00-52166.6706 MAR 2018 HRA ADMIN FEES79-790-52-00-521622.5007 MAR 2018 HRA ADMIN FEES79-795-52-00-521617.5008 MAR 2018 HRA ADMIN FEES51-510-52-00-521621.6709 MAR 2018 HRA ADMIN FEES52-520-52-00-52166.6610 MAR 2018 HRA ADMIN FEES01-640-52-00-524035.0011 MAR 2018 HRA ADMIN FEES82-820-52-00-521620.0012 MAR 2018 FSA ADMIN FEES01-110-52-00-521612.0013 MAR 2018 FSA ADMIN FEES01-120-52-00-52164.0014 MAR 2018 FSA ADMIN FEES01-210-52-00-521632.0015 MAR 2018 FSA ADMIN FEES01-220-52-00-52164.0016 MAR 2018 FSA ADMIN FEES01-410-52-00-52164.0017 MAR 2018 FSA ADMIN FEES51-510-52-00-52168.00Page 16 of 44
ϬϭͲϭϭϬD/E/^dZd/KE ϭϮͲϭϭϮ^hE&>KtZ^^ ϰϮͲϰϮϬd^Zs/ ϴϯͲϴϯϬ>/ZZzd^Zs/ ϬϭͲϭϮϬ&/EE ϭϱͲϭϱϱDKdKZ&h>dy;D&dͿ ϱϭͲϱϭϬtdZKWZd/KE^ ϴϰͲϴϰϬ>/ZZzW/d>ϬϭͲϮϭϬWK>/ ϮϯͲϮϭϲDhE//W>h/>/E' ϱϮͲϱϮϬ^tZKWZd/KE^ ϴϳͲϴϳϬKhEdZz^/d/&ϬϭͲϮϮϬKDDhE/dzs>KWDEd ϮϯͲϮϯϬ/dzͲt/W/d> ϳϮͲϳϮϬ>E^, ϴϴͲϴϴϬKtEdKtEd/&ϬϭͲϰϭϬ^dZdKWZd/KE^ ϮϱͲϮϬϱWK>/W/d> ϳϵͲϳϵϬWZ<^WZdDEd ϵϬͲyyys>KWZ^ZKtϬϭͲϲϰϬD/E^dZd/s^Zs/^ ϮϱͲϮϭϱWh>/tKZ<^W/d> ϳϵͲϳϵϱZZd/KEWd ϵϱͲyyy^ZKtWK^/dϭϭͲϭϭϭ&Ky,/>>^^ ϮϱͲϮϮϱWZ<^ΘZZd/KEW/d> ϴϮͲϴϮϬ>/ZZzKWZd/KE^DATE: 04/17/18TIME: 08:09:04UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 04/24/2018CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 527008 FLEXFLEX BENEFIT SERVICE CORP.45753404/09/18 18 MAR 2018 FSA ADMIN FEES52-520-52-00-52164.00INVOICE TOTAL:353.00 *CHECK TOTAL:353.00 527009 FOXVALSA FOX VALLEY SANDBLASTING3531502/28/18 01 SANDBLAST & RECOAT POSTS72-720-60-00-6045576.00INVOICE TOTAL:576.00 *3542103/12/18 01 SANDBLAST & RECOAT SOCCER NET 79-790-54-00-5495180.0002 FRAMES** COMMENT **INVOICE TOTAL:180.00 *CHECK TOTAL:756.00 527010 GALLS GALL'S INC.00953481103/16/18 01 TACTICAL WATERPROOF BOOTS-HILT 01-210-56-00-5600134.95INVOICE TOTAL:134.95 *CHECK TOTAL:134.95 527011 GARDKOCH GARDINER KOCH & WEISBERGH-2364C-13279004/04/18 01 KIMBALL HILL I LEGAL MATTERS 01-640-54-00-5461525.22INVOICE TOTAL:525.22 *H-3181C-13274904/02/18 01 GENERAL CITY LEGAL MATTERS 01-640-54-00-54611,122.00INVOICE TOTAL:1,122.00 *H-3525C-13285604/07/18 01 KIMBALL HILL II LEGAL MATTERS 01-640-54-00-5461396.00INVOICE TOTAL:396.00 *H-3995C-13275304/02/18 01 YMCA LEGAL MATTERS01-640-54-00-5461242.00INVOICE TOTAL:242.00 *CHECK TOTAL:2,285.22Page 17 of 44
ϬϭͲϭϭϬD/E/^dZd/KE ϭϮͲϭϭϮ^hE&>KtZ^^ ϰϮͲϰϮϬd^Zs/ ϴϯͲϴϯϬ>/ZZzd^Zs/ ϬϭͲϭϮϬ&/EE ϭϱͲϭϱϱDKdKZ&h>dy;D&dͿ ϱϭͲϱϭϬtdZKWZd/KE^ ϴϰͲϴϰϬ>/ZZzW/d>ϬϭͲϮϭϬWK>/ ϮϯͲϮϭϲDhE//W>h/>/E' ϱϮͲϱϮϬ^tZKWZd/KE^ ϴϳͲϴϳϬKhEdZz^/d/&ϬϭͲϮϮϬKDDhE/dzs>KWDEd ϮϯͲϮϯϬ/dzͲt/W/d> ϳϮͲϳϮϬ>E^, ϴϴͲϴϴϬKtEdKtEd/&ϬϭͲϰϭϬ^dZdKWZd/KE^ ϮϱͲϮϬϱWK>/W/d> ϳϵͲϳϵϬWZ<^WZdDEd ϵϬͲyyys>KWZ^ZKtϬϭͲϲϰϬD/E^dZd/s^Zs/^ ϮϱͲϮϭϱWh>/tKZ<^W/d> ϳϵͲϳϵϱZZd/KEWd ϵϱͲyyy^ZKtWK^/dϭϭͲϭϭϭ&Ky,/>>^^ ϮϱͲϮϮϱWZ<^ΘZZd/KEW/d> ϴϮͲϴϮϬ>/ZZzKWZd/KE^DATE: 04/17/18TIME: 08:09:04UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 04/24/2018CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 527012 GASVODA GASVODA & ASSOCIATES, INCINV180056203/29/18 01 COMBINATION AIR VALVE, AIR 51-510-56-00-56381,074.8502 RELEASE VALVE** COMMENT **INVOICE TOTAL:1,074.85 *INV180060604/04/18 01 AIR RELEASE VALVE51-510-56-00-5638194.21INVOICE TOTAL:194.21 *CHECK TOTAL:1,269.06 527013 GDPGDP SERVICES03141803/14/18 01 DIRECTIONAL BORING UNDER51-510-54-00-54622,000.0002 SOMONAUK RD AND PULL BACK OF ** COMMENT **03 1" WATER LINE** COMMENT **INVOICE TOTAL:2,000.00 *CHECK TOTAL:2,000.00 527014 GROUND GROUND EFFECTS INC.37792302/28/18 01 EDGING, SPIKES, SAND72-720-60-00-6045189.34INVOICE TOTAL:189.34 *37792402/28/18 01 SAND72-720-60-00-6045119.93INVOICE TOTAL:119.93 *378518-00003/22/18 01 STRAW BLANKET, FABRIC PINS 72-720-60-00-6045359.96INVOICE TOTAL:359.96 *378543-00003/23/18 01 SOD72-720-60-00-6045461.72INVOICE TOTAL:461.72 *CHECK TOTAL:1,130.95 527015 HARRIS HARRIS COMPUTER SYSTEMSPage 18 of 44
ϬϭͲϭϭϬD/E/^dZd/KE ϭϮͲϭϭϮ^hE&>KtZ^^ ϰϮͲϰϮϬd^Zs/ ϴϯͲϴϯϬ>/ZZzd^Zs/ ϬϭͲϭϮϬ&/EE ϭϱͲϭϱϱDKdKZ&h>dy;D&dͿ ϱϭͲϱϭϬtdZKWZd/KE^ ϴϰͲϴϰϬ>/ZZzW/d>ϬϭͲϮϭϬWK>/ ϮϯͲϮϭϲDhE//W>h/>/E' ϱϮͲϱϮϬ^tZKWZd/KE^ ϴϳͲϴϳϬKhEdZz^/d/&ϬϭͲϮϮϬKDDhE/dzs>KWDEd ϮϯͲϮϯϬ/dzͲt/W/d> ϳϮͲϳϮϬ>E^, ϴϴͲϴϴϬKtEdKtEd/&ϬϭͲϰϭϬ^dZdKWZd/KE^ ϮϱͲϮϬϱWK>/W/d> ϳϵͲϳϵϬWZ<^WZdDEd ϵϬͲyyys>KWZ^ZKtϬϭͲϲϰϬD/E^dZd/s^Zs/^ ϮϱͲϮϭϱWh>/tKZ<^W/d> ϳϵͲϳϵϱZZd/KEWd ϵϱͲyyy^ZKtWK^/dϭϭͲϭϭϭ&Ky,/>>^^ ϮϱͲϮϮϱWZ<^ΘZZd/KEW/d> ϴϮͲϴϮϬ>/ZZzKWZd/KE^DATE: 04/17/18TIME: 08:09:04UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 04/24/2018CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 527015 HARRIS HARRIS COMPUTER SYSTEMSMN0000362603/30/18 01 MAR-DEC 2018 MSI USER LICENSES 01-120-54-00-5462191.67INVOICE TOTAL:191.67 *MN0000363103/30/18 01 MAR 2018 MYGOVHUB FEES01-120-54-00-5462159.2102 MAR 2018 MYGOVHUB FEES51-510-54-00-5462203.8403 MAR 2018 MYGOVHUB FEES52-520-54-00-5462102.88INVOICE TOTAL:465.93 *XT0000639603/28/18 01 5 MSI USER LICENSES01-120-54-00-54621,125.00INVOICE TOTAL:1,125.00 *XT0000639903/28/18 01 REMOVE SS# FROM UB ACCOUNTS 01-120-54-00-546251.2602 REMOVE SS# FROM UB ACCOUNTS 51-510-54-00-546265.6203 REMOVE SS# FROM UB ACCOUNTS 52-520-54-00-546233.12INVOICE TOTAL:150.00 *CHECK TOTAL:1,932.60 527016 HAWKINS HAWKINS INC424572503/16/18 01 CHLORINE51-510-56-00-56381,073.50INVOICE TOTAL:1,073.50 *CHECK TOTAL:1,073.50 527017 HENDERSO HENDERSON PRODUCTS, INC.27117704/04/18 01 WEDGE TANK BRINE SYSTEM FOR 25-215-60-00-607020,821.0002 DUMP TRUCK** COMMENT **INVOICE TOTAL:20,821.00 *CHECK TOTAL:20,821.00 527018 HINCKLEY G.C. NEHRINGPage 19 of 44
ϬϭͲϭϭϬD/E/^dZd/KE ϭϮͲϭϭϮ^hE&>KtZ^^ ϰϮͲϰϮϬd^Zs/ ϴϯͲϴϯϬ>/ZZzd^Zs/ ϬϭͲϭϮϬ&/EE ϭϱͲϭϱϱDKdKZ&h>dy;D&dͿ ϱϭͲϱϭϬtdZKWZd/KE^ ϴϰͲϴϰϬ>/ZZzW/d>ϬϭͲϮϭϬWK>/ ϮϯͲϮϭϲDhE//W>h/>/E' ϱϮͲϱϮϬ^tZKWZd/KE^ ϴϳͲϴϳϬKhEdZz^/d/&ϬϭͲϮϮϬKDDhE/dzs>KWDEd ϮϯͲϮϯϬ/dzͲt/W/d> ϳϮͲϳϮϬ>E^, ϴϴͲϴϴϬKtEdKtEd/&ϬϭͲϰϭϬ^dZdKWZd/KE^ ϮϱͲϮϬϱWK>/W/d> ϳϵͲϳϵϬWZ<^WZdDEd ϵϬͲyyys>KWZ^ZKtϬϭͲϲϰϬD/E^dZd/s^Zs/^ ϮϱͲϮϭϱWh>/tKZ<^W/d> ϳϵͲϳϵϱZZd/KEWd ϵϱͲyyy^ZKtWK^/dϭϭͲϭϭϭ&Ky,/>>^^ ϮϱͲϮϮϱWZ<^ΘZZd/KEW/d> ϴϮͲϴϮϬ>/ZZzKWZd/KE^DATE: 04/17/18TIME: 08:09:04UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 04/24/2018CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 527018 HINCKLEY G.C. NEHRING1880202/26/18 01 MANHOLE, GRATE, FRAME & LID 72-720-60-00-60451,135.06INVOICE TOTAL:1,135.06 *CHECK TOTAL:1,135.06 527019 HOMEDEPO HOME DEPOT792303/22/18 01 FILTERS01-410-54-00-5435179.28INVOICE TOTAL:179.28 *CHECK TOTAL:179.28 527020 HOMERIND HOMER INDUSTRIESS11143803/23/18 01 MULCH79-790-56-00-56201,440.00INVOICE TOTAL:1,440.00 *CHECK TOTAL:1,440.00 527021 ILTRUCK ILLINOIS TRUCK MAINTENANCE, IN02816503/16/18 01 BRAKE REPAIR01-410-54-00-5490108.00INVOICE TOTAL:108.00 *CHECK TOTAL:108.00 527022 IMPERINV IMPERIAL INVESTMENTSFEB 2018-REBATE04/09/18 01 FEB 2018 BUSINESS DIST REABTE 01-000-24-00-24882,628.38INVOICE TOTAL:2,628.38 *CHECK TOTAL:2,628.38 527023 INGEMUNS INGEMUNSON LAW OFFICES LTDPage 20 of 44
ϬϭͲϭϭϬD/E/^dZd/KE ϭϮͲϭϭϮ^hE&>KtZ^^ ϰϮͲϰϮϬd^Zs/ ϴϯͲϴϯϬ>/ZZzd^Zs/ ϬϭͲϭϮϬ&/EE ϭϱͲϭϱϱDKdKZ&h>dy;D&dͿ ϱϭͲϱϭϬtdZKWZd/KE^ ϴϰͲϴϰϬ>/ZZzW/d>ϬϭͲϮϭϬWK>/ ϮϯͲϮϭϲDhE//W>h/>/E' ϱϮͲϱϮϬ^tZKWZd/KE^ ϴϳͲϴϳϬKhEdZz^/d/&ϬϭͲϮϮϬKDDhE/dzs>KWDEd ϮϯͲϮϯϬ/dzͲt/W/d> ϳϮͲϳϮϬ>E^, ϴϴͲϴϴϬKtEdKtEd/&ϬϭͲϰϭϬ^dZdKWZd/KE^ ϮϱͲϮϬϱWK>/W/d> ϳϵͲϳϵϬWZ<^WZdDEd ϵϬͲyyys>KWZ^ZKtϬϭͲϲϰϬD/E^dZd/s^Zs/^ ϮϱͲϮϭϱWh>/tKZ<^W/d> ϳϵͲϳϵϱZZd/KEWd ϵϱͲyyy^ZKtWK^/dϭϭͲϭϭϭ&Ky,/>>^^ ϮϱͲϮϮϱWZ<^ΘZZd/KEW/d> ϴϮͲϴϮϬ>/ZZzKWZd/KE^DATE: 04/17/18TIME: 08:09:04UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 04/24/2018CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 527023 INGEMUNS INGEMUNSON LAW OFFICES LTD528704/02/18 01 03/05 & 03/26 ADMIN HEARINGS 01-210-54-00-5467300.00INVOICE TOTAL:300.00 *CHECK TOTAL:300.00 527024 INTERDEV INTERDEV, LLCMSP-101508803/30/18 01 MARCH 2018 MONTHLY IT BILLING 01-640-54-00-54503,042.00INVOICE TOTAL:3,042.00 *CHECK TOTAL:3,042.00 527025 JIMSTRCK JIM'S TRUCK INSPECTION LLC17145504/02/18 01 TRUCK INSPECTION01-410-54-00-549047.00INVOICE TOTAL:47.00 *17154504/05/18 01 TRUCK INSPECTION52-520-54-00-549045.00INVOICE TOTAL:45.00 *CHECK TOTAL:92.00 527026 JOHNSOIL JOHNSON OIL COMPANY IL238033504/01/18 01 MAR 2018 GASOLINE01-210-56-00-569521.30INVOICE TOTAL:21.30 *CHECK TOTAL:21.30 527027 JUSTSAFE JUST SAFETY, LTD3030003/14/18 01 FIRST AID SUPPLIES79-790-56-00-562033.30INVOICE TOTAL:33.30 *CHECK TOTAL:33.30Page 21 of 44
ϬϭͲϭϭϬD/E/^dZd/KE ϭϮͲϭϭϮ^hE&>KtZ^^ ϰϮͲϰϮϬd^Zs/ ϴϯͲϴϯϬ>/ZZzd^Zs/ ϬϭͲϭϮϬ&/EE ϭϱͲϭϱϱDKdKZ&h>dy;D&dͿ ϱϭͲϱϭϬtdZKWZd/KE^ ϴϰͲϴϰϬ>/ZZzW/d>ϬϭͲϮϭϬWK>/ ϮϯͲϮϭϲDhE//W>h/>/E' ϱϮͲϱϮϬ^tZKWZd/KE^ ϴϳͲϴϳϬKhEdZz^/d/&ϬϭͲϮϮϬKDDhE/dzs>KWDEd ϮϯͲϮϯϬ/dzͲt/W/d> ϳϮͲϳϮϬ>E^, ϴϴͲϴϴϬKtEdKtEd/&ϬϭͲϰϭϬ^dZdKWZd/KE^ ϮϱͲϮϬϱWK>/W/d> ϳϵͲϳϵϬWZ<^WZdDEd ϵϬͲyyys>KWZ^ZKtϬϭͲϲϰϬD/E^dZd/s^Zs/^ ϮϱͲϮϭϱWh>/tKZ<^W/d> ϳϵͲϳϵϱZZd/KEWd ϵϱͲyyy^ZKtWK^/dϭϭͲϭϭϭ&Ky,/>>^^ ϮϱͲϮϮϱWZ<^ΘZZd/KEW/d> ϴϮͲϴϮϬ>/ZZzKWZd/KE^DATE: 04/17/18TIME: 08:09:04UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 04/24/2018CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 527028 KENCOM KENCOM PUBLIC SAFETY DISPATCH18404/01/18 01 TYLER/NEW WORLD ONE-TIME BUY 01-640-54-00-544914,400.0002 IN COST FOR MOBILE LICENSING ** COMMENT **03 TYLER/NEW WORLD RECORDS01-000-14-00-140010,031.2204 MANAGEMENT SYSTEM ANNUAL** COMMENT **05 MAINTENANCE FEES** COMMENT **06 07/01/18-06/30/19** COMMENT **07 TYLER/NEW WORLD MOBILE01-000-14-00-14002,803.5008 SOFTWARE ANNUAL MAINTENANCE ** COMMENT **09 FEES 07/01/18-06/30/19** COMMENT **INVOICE TOTAL:27,234.72 *CHECK TOTAL:27,234.72 527029 KENDCPA KENDALL COUNTY CHIEFS OF42903/21/18 01 MAR 2018 MONTHLY MEETING FEE 01-210-54-00-5412128.0002 FOR 8 PEOPLE** COMMENT **INVOICE TOTAL:128.00 *CHECK TOTAL:128.00 527030 KENDCROS KENDALL CROSSING, LLCBD REBATE 02/1804/09/18 01 FEB 2018 BUSINESS DIST REABTE 01-000-24-00-2487820.76INVOICE TOTAL:820.76 *CHECK TOTAL:820.76 527031 LAWRENK LAWRENTZ, KEVIN04041804/04/18 01 REIMBURSEMENT FOR ILEPA51-510-54-00-546210.0002 LICENSE RENEWAL** COMMENT **INVOICE TOTAL:10.00 *CHECK TOTAL:10.00Page 22 of 44
ϬϭͲϭϭϬD/E/^dZd/KE ϭϮͲϭϭϮ^hE&>KtZ^^ ϰϮͲϰϮϬd^Zs/ ϴϯͲϴϯϬ>/ZZzd^Zs/ ϬϭͲϭϮϬ&/EE ϭϱͲϭϱϱDKdKZ&h>dy;D&dͿ ϱϭͲϱϭϬtdZKWZd/KE^ ϴϰͲϴϰϬ>/ZZzW/d>ϬϭͲϮϭϬWK>/ ϮϯͲϮϭϲDhE//W>h/>/E' ϱϮͲϱϮϬ^tZKWZd/KE^ ϴϳͲϴϳϬKhEdZz^/d/&ϬϭͲϮϮϬKDDhE/dzs>KWDEd ϮϯͲϮϯϬ/dzͲt/W/d> ϳϮͲϳϮϬ>E^, ϴϴͲϴϴϬKtEdKtEd/&ϬϭͲϰϭϬ^dZdKWZd/KE^ ϮϱͲϮϬϱWK>/W/d> ϳϵͲϳϵϬWZ<^WZdDEd ϵϬͲyyys>KWZ^ZKtϬϭͲϲϰϬD/E^dZd/s^Zs/^ ϮϱͲϮϭϱWh>/tKZ<^W/d> ϳϵͲϳϵϱZZd/KEWd ϵϱͲyyy^ZKtWK^/dϭϭͲϭϭϭ&Ky,/>>^^ ϮϱͲϮϮϱWZ<^ΘZZd/KEW/d> ϴϮͲϴϮϬ>/ZZzKWZd/KE^DATE: 04/17/18TIME: 08:09:04UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 04/24/2018CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 527032 LAWSON LAWSON PRODUCTS930565389703/08/18 01 FUSE ASSORTMENT, BRILL BIT 79-790-56-00-5620913.1602 SET, SCREWS, HEAT SEALS,** COMMENT **03 WASHERS** COMMENT **INVOICE TOTAL:913.16 *930570571103/29/18 01 SCREWS, NUTS01-410-56-00-5620112.02INVOICE TOTAL:112.02 *CHECK TOTAL:1,025.18 527033 LENNAR LENNAR CHICAGO, INC.04041804/04/18 01 FY18 RAINTREE OFF-SITE52-520-75-00-750034,887.7202 SANITARY REIMBURSEMENT** COMMENT **INVOICE TOTAL:34,887.72 *CHECK TOTAL:34,887.72 527034 LEXIPOL LEXIPOL LLC2398004/01/18 01 LAW ENFORCEMENT POLICY01-210-54-00-546211,734.0002 MANUAL UPDATE SUBSCRIPTION** COMMENT **03 RENEWAL** COMMENT **INVOICE TOTAL:11,734.00 *CHECK TOTAL:11,734.00 527035 MDFMOST DEPENDABLE FOUNTAINSINV5003103/23/18 01 SINGLE SHOWER TOWER72-720-60-00-60451,340.00INVOICE TOTAL:1,340.00 *CHECK TOTAL:1,340.00 527036 MENLAND MENARDS - YORKVILLEPage 23 of 44
ϬϭͲϭϭϬD/E/^dZd/KE ϭϮͲϭϭϮ^hE&>KtZ^^ ϰϮͲϰϮϬd^Zs/ ϴϯͲϴϯϬ>/ZZzd^Zs/ ϬϭͲϭϮϬ&/EE ϭϱͲϭϱϱDKdKZ&h>dy;D&dͿ ϱϭͲϱϭϬtdZKWZd/KE^ ϴϰͲϴϰϬ>/ZZzW/d>ϬϭͲϮϭϬWK>/ ϮϯͲϮϭϲDhE//W>h/>/E' ϱϮͲϱϮϬ^tZKWZd/KE^ ϴϳͲϴϳϬKhEdZz^/d/&ϬϭͲϮϮϬKDDhE/dzs>KWDEd ϮϯͲϮϯϬ/dzͲt/W/d> ϳϮͲϳϮϬ>E^, ϴϴͲϴϴϬKtEdKtEd/&ϬϭͲϰϭϬ^dZdKWZd/KE^ ϮϱͲϮϬϱWK>/W/d> ϳϵͲϳϵϬWZ<^WZdDEd ϵϬͲyyys>KWZ^ZKtϬϭͲϲϰϬD/E^dZd/s^Zs/^ ϮϱͲϮϭϱWh>/tKZ<^W/d> ϳϵͲϳϵϱZZd/KEWd ϵϱͲyyy^ZKtWK^/dϭϭͲϭϭϭ&Ky,/>>^^ ϮϱͲϮϮϱWZ<^ΘZZd/KEW/d> ϴϮͲϴϮϬ>/ZZzKWZd/KE^DATE: 04/17/18TIME: 08:09:04UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 04/24/2018CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 527036 MENLAND MENARDS - YORKVILLE1016803/15/18 01 PVC PIPE, CLEVIS LINK, ELBOW, 72-720-60-00-604516.6102 PVC LONG SWEEP, ADAPTERS** COMMENT **INVOICE TOTAL:16.61 *1018103/15/18 01 RE-BAR72-720-60-00-604525.52INVOICE TOTAL:25.52 *1024303/16/18 01 RE-BAR, BOARDS, CONCRETE72-720-60-00-6045221.7902 BLANKET** COMMENT **INVOICE TOTAL:221.79 *1027203/16/18 01 CONCRETE72-720-60-00-604555.00INVOICE TOTAL:55.00 *1067903/20/18 01 SAW BLADE, PANEL SIDING,BOARDS 72-720-60-00-6045145.55INVOICE TOTAL:145.55 *1068303/20/18 01 GARBAGE BAGS52-520-56-00-562013.99INVOICE TOTAL:13.99 *1069203/20/18 01 WORKLIGHT STAND51-510-56-00-56303.99INVOICE TOTAL:3.99 *CHECK TOTAL:482.45 527037 MENLAND MENARDS - YORKVILLE1078103/21/18 01 BOARDS, CLADDING, ANCHORS, 72-720-60-00-6045593.2402 BULBS, SCREWS** COMMENT **INVOICE TOTAL:593.24 *CHECK TOTAL:593.24 527038 MENLAND MENARDS - YORKVILLEPage 24 of 44
ϬϭͲϭϭϬD/E/^dZd/KE ϭϮͲϭϭϮ^hE&>KtZ^^ ϰϮͲϰϮϬd^Zs/ ϴϯͲϴϯϬ>/ZZzd^Zs/ ϬϭͲϭϮϬ&/EE ϭϱͲϭϱϱDKdKZ&h>dy;D&dͿ ϱϭͲϱϭϬtdZKWZd/KE^ ϴϰͲϴϰϬ>/ZZzW/d>ϬϭͲϮϭϬWK>/ ϮϯͲϮϭϲDhE//W>h/>/E' ϱϮͲϱϮϬ^tZKWZd/KE^ ϴϳͲϴϳϬKhEdZz^/d/&ϬϭͲϮϮϬKDDhE/dzs>KWDEd ϮϯͲϮϯϬ/dzͲt/W/d> ϳϮͲϳϮϬ>E^, ϴϴͲϴϴϬKtEdKtEd/&ϬϭͲϰϭϬ^dZdKWZd/KE^ ϮϱͲϮϬϱWK>/W/d> ϳϵͲϳϵϬWZ<^WZdDEd ϵϬͲyyys>KWZ^ZKtϬϭͲϲϰϬD/E^dZd/s^Zs/^ ϮϱͲϮϭϱWh>/tKZ<^W/d> ϳϵͲϳϵϱZZd/KEWd ϵϱͲyyy^ZKtWK^/dϭϭͲϭϭϭ&Ky,/>>^^ ϮϱͲϮϮϱWZ<^ΘZZd/KEW/d> ϴϮͲϴϮϬ>/ZZzKWZd/KE^DATE: 04/17/18TIME: 08:09:04UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 04/24/2018CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 527038 MENLAND MENARDS - YORKVILLE1080003/21/18 01 BOARDS72-720-60-00-604517.76INVOICE TOTAL:17.76 *1081903/21/18 01 TAPE, NAILS72-720-60-00-604511.17INVOICE TOTAL:11.17 *10828-1803/21/18 01 FILTER, FLOOR NOZZLE51-510-56-00-563821.36INVOICE TOTAL:21.36 *1092703/22/18 01 SCREWS, BOARDS, CLAD72-720-60-00-604574.12INVOICE TOTAL:74.12 *1106003/23/18 01 SEALANT51-510-56-00-56385.38INVOICE TOTAL:5.38 *1135403/26/18 01 CABLE, WASHER, CLAMP, TOOL RIG 72-720-60-00-604397.8902 TRASH CAN** COMMENT **INVOICE TOTAL:97.89 *1138903/26/18 01 STRIPING PAINT79-790-56-00-562019.98INVOICE TOTAL:19.98 *1140803/26/18 01 OUTLET COVER, TIMER, BOLT, NUT 72-720-60-00-604337.82INVOICE TOTAL:37.82 *1148303/27/18 01 TRAILER JACK79-790-56-00-562014.99INVOICE TOTAL:14.99 *1150403/27/18 01 HAND BLADE, WASHER, NUT72-720-60-00-604513.55INVOICE TOTAL:13.55 *1150903/27/18 01 SPRING SNAPS79-790-56-00-562011.34INVOICE TOTAL:11.34 *1160403/28/18 01 NAILS72-720-60-00-604544.89INVOICE TOTAL:44.89 *Page 25 of 44
ϬϭͲϭϭϬD/E/^dZd/KE ϭϮͲϭϭϮ^hE&>KtZ^^ ϰϮͲϰϮϬd^Zs/ ϴϯͲϴϯϬ>/ZZzd^Zs/ ϬϭͲϭϮϬ&/EE ϭϱͲϭϱϱDKdKZ&h>dy;D&dͿ ϱϭͲϱϭϬtdZKWZd/KE^ ϴϰͲϴϰϬ>/ZZzW/d>ϬϭͲϮϭϬWK>/ ϮϯͲϮϭϲDhE//W>h/>/E' ϱϮͲϱϮϬ^tZKWZd/KE^ ϴϳͲϴϳϬKhEdZz^/d/&ϬϭͲϮϮϬKDDhE/dzs>KWDEd ϮϯͲϮϯϬ/dzͲt/W/d> ϳϮͲϳϮϬ>E^, ϴϴͲϴϴϬKtEdKtEd/&ϬϭͲϰϭϬ^dZdKWZd/KE^ ϮϱͲϮϬϱWK>/W/d> ϳϵͲϳϵϬWZ<^WZdDEd ϵϬͲyyys>KWZ^ZKtϬϭͲϲϰϬD/E^dZd/s^Zs/^ ϮϱͲϮϭϱWh>/tKZ<^W/d> ϳϵͲϳϵϱZZd/KEWd ϵϱͲyyy^ZKtWK^/dϭϭͲϭϭϭ&Ky,/>>^^ ϮϱͲϮϮϱWZ<^ΘZZd/KEW/d> ϴϮͲϴϮϬ>/ZZzKWZd/KE^DATE: 04/17/18TIME: 08:09:04UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 04/24/2018CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 527038 MENLAND MENARDS - YORKVILLE1168203/29/18 01 HEX NUTS, PIPE51-510-56-00-56649.14INVOICE TOTAL:9.14 *1168503/29/18 01 CLAMP TOOL, ADAPTERS, COPPER 72-720-60-00-6045124.1302 SLEEVE, NIPPLE, WASHER, VALVE ** COMMENT **03 FIP, RAFTER SQUARE, ANCHOR** COMMENT **04 BOLT, THREADED ROD** COMMENT **INVOICE TOTAL:124.13 *1170103/29/18 01 COPPER SLEEVE, CLAMPS72-720-60-00-60450.74INVOICE TOTAL:0.74 *1214504/02/18 01 PVC ELBOWS, RADON KIT51-510-56-00-5638148.11INVOICE TOTAL:148.11 *1214704/02/18 01 SHOWER CURTAIN01-210-56-00-56209.96INVOICE TOTAL:9.96 *1229704/03/18 01 PVC ELBOW, SAW BLADE SET, DOOR 51-510-56-00-563842.2402 HANDLE** COMMENT **INVOICE TOTAL:42.24 *1248604/05/18 01 ORANGE GOOP CLEANER52-520-56-00-562017.96INVOICE TOTAL:17.96 *1251204/05/18 01 BULB23-216-56-00-56569.99INVOICE TOTAL:9.99 *1266104/06/18 01 PLYWOOD23-216-56-00-565639.98INVOICE TOTAL:39.98 *867402/28/18 01 CONDUIT, PVC REDUCER, ELBOW 72-720-60-00-604512.71INVOICE TOTAL:12.71 *867702/28/18 01 PVC COUPLER72-720-60-00-60451.10INVOICE TOTAL:1.10 *Page 26 of 44
ϬϭͲϭϭϬD/E/^dZd/KE ϭϮͲϭϭϮ^hE&>KtZ^^ ϰϮͲϰϮϬd^Zs/ ϴϯͲϴϯϬ>/ZZzd^Zs/ ϬϭͲϭϮϬ&/EE ϭϱͲϭϱϱDKdKZ&h>dy;D&dͿ ϱϭͲϱϭϬtdZKWZd/KE^ ϴϰͲϴϰϬ>/ZZzW/d>ϬϭͲϮϭϬWK>/ ϮϯͲϮϭϲDhE//W>h/>/E' ϱϮͲϱϮϬ^tZKWZd/KE^ ϴϳͲϴϳϬKhEdZz^/d/&ϬϭͲϮϮϬKDDhE/dzs>KWDEd ϮϯͲϮϯϬ/dzͲt/W/d> ϳϮͲϳϮϬ>E^, ϴϴͲϴϴϬKtEdKtEd/&ϬϭͲϰϭϬ^dZdKWZd/KE^ ϮϱͲϮϬϱWK>/W/d> ϳϵͲϳϵϬWZ<^WZdDEd ϵϬͲyyys>KWZ^ZKtϬϭͲϲϰϬD/E^dZd/s^Zs/^ ϮϱͲϮϭϱWh>/tKZ<^W/d> ϳϵͲϳϵϱZZd/KEWd ϵϱͲyyy^ZKtWK^/dϭϭͲϭϭϭ&Ky,/>>^^ ϮϱͲϮϮϱWZ<^ΘZZd/KEW/d> ϴϮͲϴϮϬ>/ZZzKWZd/KE^DATE: 04/17/18TIME: 08:09:04UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 04/24/2018CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 527038 MENLAND MENARDS - YORKVILLE922303/06/18 01 COVER, CONDUIT, ADAPTERS, PIPE 72-720-60-00-604542.4102 SEALS, CONDUIT HANGER, GANG ** COMMENT **03 BOX** COMMENT **INVOICE TOTAL:42.41 *924903/06/18 01 SCREWS, TOGGLES79-790-56-00-562012.96INVOICE TOTAL:12.96 *9254-1803/06/18 01 SPRAY PAINT79-790-56-00-564019.30INVOICE TOTAL:19.30 *925903/06/18 01 BOLTS79-790-56-00-56201.98INVOICE TOTAL:1.98 *932903/07/18 01 HOLE STRAP, ACRYLIC SHEET, 72-720-60-00-604521.6102 BUSHING, ADAPTER** COMMENT **INVOICE TOTAL:21.61 *CHECK TOTAL:884.57 527039 MENLAND MENARDS - YORKVILLE936703/07/18 01 SHINGLES, CONDUIT, STUDS, 72-720-60-00-60451,234.2302 RODS, GANG BOX, BOARDS,** COMMENT **03 CEMENT, PRIMER, WASHERS, NUTS, ** COMMENT **04 DECK LOBE, BOLTS, ADAPTERS ** COMMENT **INVOICE TOTAL:1,234.23 *CHECK TOTAL:1,234.23 527040 MENLAND MENARDS - YORKVILLE945503/08/18 01 CONDUIT HANGER, ANCHOR72-720-60-00-60454.64INVOICE TOTAL:4.64 *Page 27 of 44
ϬϭͲϭϭϬD/E/^dZd/KE ϭϮͲϭϭϮ^hE&>KtZ^^ ϰϮͲϰϮϬd^Zs/ ϴϯͲϴϯϬ>/ZZzd^Zs/ ϬϭͲϭϮϬ&/EE ϭϱͲϭϱϱDKdKZ&h>dy;D&dͿ ϱϭͲϱϭϬtdZKWZd/KE^ ϴϰͲϴϰϬ>/ZZzW/d>ϬϭͲϮϭϬWK>/ ϮϯͲϮϭϲDhE//W>h/>/E' ϱϮͲϱϮϬ^tZKWZd/KE^ ϴϳͲϴϳϬKhEdZz^/d/&ϬϭͲϮϮϬKDDhE/dzs>KWDEd ϮϯͲϮϯϬ/dzͲt/W/d> ϳϮͲϳϮϬ>E^, ϴϴͲϴϴϬKtEdKtEd/&ϬϭͲϰϭϬ^dZdKWZd/KE^ ϮϱͲϮϬϱWK>/W/d> ϳϵͲϳϵϬWZ<^WZdDEd ϵϬͲyyys>KWZ^ZKtϬϭͲϲϰϬD/E^dZd/s^Zs/^ ϮϱͲϮϭϱWh>/tKZ<^W/d> ϳϵͲϳϵϱZZd/KEWd ϵϱͲyyy^ZKtWK^/dϭϭͲϭϭϭ&Ky,/>>^^ ϮϱͲϮϮϱWZ<^ΘZZd/KEW/d> ϴϮͲϴϮϬ>/ZZzKWZd/KE^DATE: 04/17/18TIME: 08:09:04UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 04/24/2018CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 527040 MENLAND MENARDS - YORKVILLE953703/09/18 01 SCREW CONNECTORS, GANG BOX, 72-720-60-00-6045186.4102 BUILDING WIRE** COMMENT **INVOICE TOTAL:186.41 *9802-1803/12/18 01 SPRAY PAINT79-790-56-00-562039.52INVOICE TOTAL:39.52 *9808-1803/12/18 01 SHIP AUGER79-790-56-00-563022.99INVOICE TOTAL:22.99 *981903/12/18 01 PAINT ROLLERS, WASTEBASKET, 79-795-56-00-564012.3402 PAINTERS TAPE** COMMENT **INVOICE TOTAL:12.34 *9927-1803/13/18 01 SPRAY PAINT79-790-56-00-562034.58INVOICE TOTAL:34.58 *992903/13/18 01 GLOVES, COUPLINGS, DRAIN, PVC 72-720-60-00-604538.0402 VENT, P-TRAP, SREWS, ELBOW** COMMENT **INVOICE TOTAL:38.04 *CHECK TOTAL:338.52 527041 METROWES METRO WEST COG335303/23/18 01 03/22/18 BOARD MEETING FOR 2 01-110-54-00-541070.0002 ATTENDEES** COMMENT **INVOICE TOTAL:70.00 *337104/06/18 01 MEMBERSHIP RENEWAL DUES01-000-14-00-14006,657.70INVOICE TOTAL:6,657.70 *CHECK TOTAL:6,727.70 527042 MIDAM MID AMERICAN WATERPage 28 of 44
ϬϭͲϭϭϬD/E/^dZd/KE ϭϮͲϭϭϮ^hE&>KtZ^^ ϰϮͲϰϮϬd^Zs/ ϴϯͲϴϯϬ>/ZZzd^Zs/ ϬϭͲϭϮϬ&/EE ϭϱͲϭϱϱDKdKZ&h>dy;D&dͿ ϱϭͲϱϭϬtdZKWZd/KE^ ϴϰͲϴϰϬ>/ZZzW/d>ϬϭͲϮϭϬWK>/ ϮϯͲϮϭϲDhE//W>h/>/E' ϱϮͲϱϮϬ^tZKWZd/KE^ ϴϳͲϴϳϬKhEdZz^/d/&ϬϭͲϮϮϬKDDhE/dzs>KWDEd ϮϯͲϮϯϬ/dzͲt/W/d> ϳϮͲϳϮϬ>E^, ϴϴͲϴϴϬKtEdKtEd/&ϬϭͲϰϭϬ^dZdKWZd/KE^ ϮϱͲϮϬϱWK>/W/d> ϳϵͲϳϵϬWZ<^WZdDEd ϵϬͲyyys>KWZ^ZKtϬϭͲϲϰϬD/E^dZd/s^Zs/^ ϮϱͲϮϭϱWh>/tKZ<^W/d> ϳϵͲϳϵϱZZd/KEWd ϵϱͲyyy^ZKtWK^/dϭϭͲϭϭϭ&Ky,/>>^^ ϮϱͲϮϮϱWZ<^ΘZZd/KEW/d> ϴϮͲϴϮϬ>/ZZzKWZd/KE^DATE: 04/17/18TIME: 08:09:04UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 04/24/2018CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 527042 MIDAM MID AMERICAN WATER145792A02/26/18 01 PVC PIPE72-720-60-00-6045378.00INVOICE TOTAL:378.00 *146038A03/08/18 01 COPPER TEE, CURB STOP51-510-56-00-5640155.00INVOICE TOTAL:155.00 *CHECK TOTAL:533.00 527043 MIDWSALT MIDWEST SALTP43953503/28/18 01 BULK ROCK SALT51-510-56-00-56382,636.95INVOICE TOTAL:2,636.95 *P43960204/06/18 01 BULK ROCK SALT51-510-56-00-56382,438.00INVOICE TOTAL:2,438.00 *CHECK TOTAL:5,074.95 527044 MUNCOLLE MUNICIPAL COLLECTION SERVICES01197803/31/18 01 COMMISSION ON COLLECTIONS 01-210-54-00-546735.01INVOICE TOTAL:35.01 *01197903/31/18 01 COMMISSION ON COLLECTIONS 01-210-54-00-546735.02INVOICE TOTAL:35.02 *CHECK TOTAL:70.03 527045 NICOR NICOR GAS00-41-22-8748 4-0318 04/03/18 01 03/02-04/03 1107 PRAIRIE LN 01-110-54-00-548046.37INVOICE TOTAL:46.37 *07-72-09-0117 7-0318 03/28/18 01 03/13-03/28 1301 CAROLYN CT 01-110-54-00-548015.37INVOICE TOTAL:15.37 *Page 29 of 44
ϬϭͲϭϭϬD/E/^dZd/KE ϭϮͲϭϭϮ^hE&>KtZ^^ ϰϮͲϰϮϬd^Zs/ ϴϯͲϴϯϬ>/ZZzd^Zs/ ϬϭͲϭϮϬ&/EE ϭϱͲϭϱϱDKdKZ&h>dy;D&dͿ ϱϭͲϱϭϬtdZKWZd/KE^ ϴϰͲϴϰϬ>/ZZzW/d>ϬϭͲϮϭϬWK>/ ϮϯͲϮϭϲDhE//W>h/>/E' ϱϮͲϱϮϬ^tZKWZd/KE^ ϴϳͲϴϳϬKhEdZz^/d/&ϬϭͲϮϮϬKDDhE/dzs>KWDEd ϮϯͲϮϯϬ/dzͲt/W/d> ϳϮͲϳϮϬ>E^, ϴϴͲϴϴϬKtEdKtEd/&ϬϭͲϰϭϬ^dZdKWZd/KE^ ϮϱͲϮϬϱWK>/W/d> ϳϵͲϳϵϬWZ<^WZdDEd ϵϬͲyyys>KWZ^ZKtϬϭͲϲϰϬD/E^dZd/s^Zs/^ ϮϱͲϮϭϱWh>/tKZ<^W/d> ϳϵͲϳϵϱZZd/KEWd ϵϱͲyyy^ZKtWK^/dϭϭͲϭϭϭ&Ky,/>>^^ ϮϱͲϮϮϱWZ<^ΘZZd/KEW/d> ϴϮͲϴϮϬ>/ZZzKWZd/KE^DATE: 04/17/18TIME: 08:09:04UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 04/24/2018CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 527045 NICOR NICOR GAS12-43-53-5625 3-0318 04/04/18 01 03/05-04/04 609 N BRIDGE01-110-54-00-548061.94INVOICE TOTAL:61.94 *15-41-50-1000 6-0318 04/04/18 01 03/02-04/03 804 GAME FARM RD 01-110-54-00-5480457.15INVOICE TOTAL:457.15 *15-64-61-3532 5-0318 04/03/18 01 01/31-04/03 1991 CANNONBALL TR 01-110-54-00-548026.34INVOICE TOTAL:26.34 *23-45-91-4862 5-0318 04/04/18 01 03/05-04/03 101 BRUELL ST 01-110-54-00-548094.31INVOICE TOTAL:94.31 *40-52-64-8356 1-0318 04/05/18 01 03/06-04/05 102 E VAN EMMON 01-110-54-00-5480335.11INVOICE TOTAL:335.11 *61-60-41-1000 9-0318 04/05/18 01 03/05-04/04 610 TOWER01-110-54-00-5480634.04INVOICE TOTAL:634.04 *62-37-86-4779 6-0318 04/09/18 01 03/08-04/08 185 WOLF ST01-110-54-00-5480326.00INVOICE TOTAL:326.00 *83-80-00-1000 7-0318 04/05/18 01 03/05-04/04 610 TOWER UNIT B 01-110-54-00-5480249.46INVOICE TOTAL:249.46 *91-85-68-4012 8-0318 04/04/18 01 03/02-04/03 902 GAME FARM RD 82-820-54-00-54801,095.55INVOICE TOTAL:1,095.55 *CHECK TOTAL:3,341.64 527046 O'REILLY O'REILLY AUTO PARTS5613-14017603/26/18 01 CHAIN LUBE, LUBRICANT01-410-56-00-564024.96INVOICE TOTAL:24.96 *5613-14022303/27/18 01 FILTERS, ABSORBENT01-410-56-00-5640161.75INVOICE TOTAL:161.75 *Page 30 of 44
ϬϭͲϭϭϬD/E/^dZd/KE ϭϮͲϭϭϮ^hE&>KtZ^^ ϰϮͲϰϮϬd^Zs/ ϴϯͲϴϯϬ>/ZZzd^Zs/ ϬϭͲϭϮϬ&/EE ϭϱͲϭϱϱDKdKZ&h>dy;D&dͿ ϱϭͲϱϭϬtdZKWZd/KE^ ϴϰͲϴϰϬ>/ZZzW/d>ϬϭͲϮϭϬWK>/ ϮϯͲϮϭϲDhE//W>h/>/E' ϱϮͲϱϮϬ^tZKWZd/KE^ ϴϳͲϴϳϬKhEdZz^/d/&ϬϭͲϮϮϬKDDhE/dzs>KWDEd ϮϯͲϮϯϬ/dzͲt/W/d> ϳϮͲϳϮϬ>E^, ϴϴͲϴϴϬKtEdKtEd/&ϬϭͲϰϭϬ^dZdKWZd/KE^ ϮϱͲϮϬϱWK>/W/d> ϳϵͲϳϵϬWZ<^WZdDEd ϵϬͲyyys>KWZ^ZKtϬϭͲϲϰϬD/E^dZd/s^Zs/^ ϮϱͲϮϭϱWh>/tKZ<^W/d> ϳϵͲϳϵϱZZd/KEWd ϵϱͲyyy^ZKtWK^/dϭϭͲϭϭϭ&Ky,/>>^^ ϮϱͲϮϮϱWZ<^ΘZZd/KEW/d> ϴϮͲϴϮϬ>/ZZzKWZd/KE^DATE: 04/17/18TIME: 08:09:04UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 04/24/2018CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 527046 O'REILLY O'REILLY AUTO PARTS5613-14024903/27/18 01 FILTERS01-410-56-00-564058.32INVOICE TOTAL:58.32 *CHECK TOTAL:245.03 527047 OHERRONO RAY O'HERRON COMPANY1807479-IN02/07/18 01 4 PERFORMANCE POLOS-KLINGEL 01-210-56-00-5600122.20INVOICE TOTAL:122.20 *1811088-CM02/27/18 01 RETURN CREDIT FOR01-210-56-00-5600-36.9902 PERFORMANCE POLOS-KLINGEL** COMMENT **INVOICE TOTAL:-36.99 *1811090-IN02/27/18 01 2 PERFORMANCE POLOS-KLINGEL 01-210-56-00-560075.98INVOICE TOTAL:75.98 *1815854-IN03/22/18 01 BATTERY01-210-56-00-5620110.24INVOICE TOTAL:110.24 *1815866-IN03/22/18 01 PANTS, BOOTS-HILT01-210-56-00-5600239.54INVOICE TOTAL:239.54 *CHECK TOTAL:510.97D000839 ORRKKATHLEEN FIELD ORR & ASSOC.1557904/03/18 01 MISC CITY LEGAL MATTERS01-640-54-00-54563,694.4102 PRESTWICK LEGAL MATTERS90-055-55-00-0011177.3803 BRISTOL BAY LEGAL MATTERS 90-113-00-00-0011503.4604 GRANDE RESERVE LEGAL MATTERS 01-640-54-00-54562,730.5005 HOOVER LEGAL MATTERS01-640-54-00-545643.0006 DOWNTOWN TIF LEGAL MATTERS 88-880-54-00-5466311.7507 DOWNTOWN TIF II LEGAL MATTERS 88-880-54-00-5466215.00Page 31 of 44
ϬϭͲϭϭϬD/E/^dZd/KE ϭϮͲϭϭϮ^hE&>KtZ^^ ϰϮͲϰϮϬd^Zs/ ϴϯͲϴϯϬ>/ZZzd^Zs/ ϬϭͲϭϮϬ&/EE ϭϱͲϭϱϱDKdKZ&h>dy;D&dͿ ϱϭͲϱϭϬtdZKWZd/KE^ ϴϰͲϴϰϬ>/ZZzW/d>ϬϭͲϮϭϬWK>/ ϮϯͲϮϭϲDhE//W>h/>/E' ϱϮͲϱϮϬ^tZKWZd/KE^ ϴϳͲϴϳϬKhEdZz^/d/&ϬϭͲϮϮϬKDDhE/dzs>KWDEd ϮϯͲϮϯϬ/dzͲt/W/d> ϳϮͲϳϮϬ>E^, ϴϴͲϴϴϬKtEdKtEd/&ϬϭͲϰϭϬ^dZdKWZd/KE^ ϮϱͲϮϬϱWK>/W/d> ϳϵͲϳϵϬWZ<^WZdDEd ϵϬͲyyys>KWZ^ZKtϬϭͲϲϰϬD/E^dZd/s^Zs/^ ϮϱͲϮϭϱWh>/tKZ<^W/d> ϳϵͲϳϵϱZZd/KEWd ϵϱͲyyy^ZKtWK^/dϭϭͲϭϭϭ&Ky,/>>^^ ϮϱͲϮϮϱWZ<^ΘZZd/KEW/d> ϴϮͲϴϮϬ>/ZZzKWZd/KE^DATE: 04/17/18TIME: 08:09:04UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 04/24/2018CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------D000839 ORRKKATHLEEN FIELD ORR & ASSOC.1557904/03/18 08 KENDALL MARKETPLACE LEGAL 01-640-54-00-5456473.0009 MATTERS** COMMENT **10 MEETINGS01-640-54-00-54561,000.0011 RAINTREE LEGAL MATTERS01-640-54-00-5456215.00INVOICE TOTAL:9,363.50 *DIRECT DEPOSIT TOTAL:9,363.50 527048 PARADISE PARADISE CAR WASH22364104/02/18 01 CAR WASHES79-795-54-00-549512.0002 CAR WASHES79-790-54-00-549512.00INVOICE TOTAL:24.00 *22366004/02/18 01 MAR 2018 CAR WASHES01-210-54-00-549532.00INVOICE TOTAL:32.00 *CHECK TOTAL:56.00 527049 PICKERIL LISA PICKERING04131804/13/18 01 AURORA TUITION REIMBURSEMENT 01-110-54-00-54102,102.0002 FOR 2 CLASSES** COMMENT **INVOICE TOTAL:2,102.00 *CHECK TOTAL:2,102.00 527050 PLANFILL PLANO CLEAN FILL52508/12/17 01 MATERIAL DUMPING72-720-60-00-60451,935.00INVOICE TOTAL:1,935.00 *CHECK TOTAL:1,935.00 527051 R0001557 CAL ATLANTIC HOMESPage 32 of 44
ϬϭͲϭϭϬD/E/^dZd/KE ϭϮͲϭϭϮ^hE&>KtZ^^ ϰϮͲϰϮϬd^Zs/ ϴϯͲϴϯϬ>/ZZzd^Zs/ ϬϭͲϭϮϬ&/EE ϭϱͲϭϱϱDKdKZ&h>dy;D&dͿ ϱϭͲϱϭϬtdZKWZd/KE^ ϴϰͲϴϰϬ>/ZZzW/d>ϬϭͲϮϭϬWK>/ ϮϯͲϮϭϲDhE//W>h/>/E' ϱϮͲϱϮϬ^tZKWZd/KE^ ϴϳͲϴϳϬKhEdZz^/d/&ϬϭͲϮϮϬKDDhE/dzs>KWDEd ϮϯͲϮϯϬ/dzͲt/W/d> ϳϮͲϳϮϬ>E^, ϴϴͲϴϴϬKtEdKtEd/&ϬϭͲϰϭϬ^dZdKWZd/KE^ ϮϱͲϮϬϱWK>/W/d> ϳϵͲϳϵϬWZ<^WZdDEd ϵϬͲyyys>KWZ^ZKtϬϭͲϲϰϬD/E^dZd/s^Zs/^ ϮϱͲϮϭϱWh>/tKZ<^W/d> ϳϵͲϳϵϱZZd/KEWd ϵϱͲyyy^ZKtWK^/dϭϭͲϭϭϭ&Ky,/>>^^ ϮϱͲϮϮϱWZ<^ΘZZd/KEW/d> ϴϮͲϴϮϬ>/ZZzKWZd/KE^DATE: 04/17/18TIME: 08:09:04UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 04/24/2018CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 527051 R0001557 CAL ATLANTIC HOMES652 WINDETTE RDG 04/09/18 01 SURETY GUARANTEE DEPOSIT01-000-24-00-2415600.0002 REFUND** COMMENT **INVOICE TOTAL:600.00 *CHECK TOTAL:600.00 527052 R0001723 DAVID MANGIONE03291803/29/18 01 REFUND OVERPAYMENT ON FINAL 01-000-13-00-137120.8402 BILL FOR ACCT#0107408440-02 ** COMMENT **INVOICE TOTAL:20.84 *CHECK TOTAL:20.84 527053 R0002021 KYLE R. JOMANT04031804/03/18 01 ADMIN TOW FEE REFUNDED PER 01-000-43-00-4325500.0002 HEARING OFFICER AT 04/02/18 ** COMMENT **03 ADMIN HEARING** COMMENT **INVOICE TOTAL:500.00 *CHECK TOTAL:500.00 527054 R0002022 PAT MCNAMARA03291803/29/18 01 REFUND OVERPAYMENT ON FINAL 01-000-13-00-137160.7602 BILL FOR ACCT#0208417750-03 ** COMMENT **INVOICE TOTAL:60.76 *CHECK TOTAL:60.76 527055 RATOSP PETE RATOS04/02-04/0604/09/18 01 MILEAGE REIMBURSEMENT FOR 01-220-54-00-5415121.32Page 33 of 44
ϬϭͲϭϭϬD/E/^dZd/KE ϭϮͲϭϭϮ^hE&>KtZ^^ ϰϮͲϰϮϬd^Zs/ ϴϯͲϴϯϬ>/ZZzd^Zs/ ϬϭͲϭϮϬ&/EE ϭϱͲϭϱϱDKdKZ&h>dy;D&dͿ ϱϭͲϱϭϬtdZKWZd/KE^ ϴϰͲϴϰϬ>/ZZzW/d>ϬϭͲϮϭϬWK>/ ϮϯͲϮϭϲDhE//W>h/>/E' ϱϮͲϱϮϬ^tZKWZd/KE^ ϴϳͲϴϳϬKhEdZz^/d/&ϬϭͲϮϮϬKDDhE/dzs>KWDEd ϮϯͲϮϯϬ/dzͲt/W/d> ϳϮͲϳϮϬ>E^, ϴϴͲϴϴϬKtEdKtEd/&ϬϭͲϰϭϬ^dZdKWZd/KE^ ϮϱͲϮϬϱWK>/W/d> ϳϵͲϳϵϬWZ<^WZdDEd ϵϬͲyyys>KWZ^ZKtϬϭͲϲϰϬD/E^dZd/s^Zs/^ ϮϱͲϮϭϱWh>/tKZ<^W/d> ϳϵͲϳϵϱZZd/KEWd ϵϱͲyyy^ZKtWK^/dϭϭͲϭϭϭ&Ky,/>>^^ ϮϱͲϮϮϱWZ<^ΘZZd/KEW/d> ϴϮͲϴϮϬ>/ZZzKWZd/KE^DATE: 04/17/18TIME: 08:09:04UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 04/24/2018CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 527055 RATOSP PETE RATOS04/02-04/0604/09/18 02 INSPECTIONS AND WORK TRAVEL ** COMMENT **INVOICE TOTAL:121.32 *CHECK TOTAL:121.32 527056 REDWING RED WING STORE - AURORA32-1-3601801/25/18 01 WORK BOOTS-HENNE01-410-56-00-5600229.49INVOICE TOTAL:229.49 *CHECK TOTAL:229.49 527057 RESPONSE RESPONSIVE NETWORKS SERVICES1966704/04/18 01 JAN-MAR 2018 ENDPOINT01-210-56-00-5635147.0002 PROTECTION LICENSES** COMMENT **INVOICE TOTAL:147.00 *CHECK TOTAL:147.00 527058 RIVRVIEW RIVERVIEW FORDFOCS39978903/08/18 01 REPAIRED GROUNDS, REPLACED 79-795-56-00-5640319.9002 BATTERY** COMMENT **INVOICE TOTAL:319.90 *FOCS40067103/23/18 01 REPLACED MUFFLER, EXHAUST 01-410-54-00-5490779.0602 PIPE, TAILPIPE AND REAR PINION ** COMMENT **03 SEAL** COMMENT **INVOICE TOTAL:779.06 *CHECK TOTAL:1,098.96 527059 SEBIS SEBIS DIRECTPage 34 of 44
ϬϭͲϭϭϬD/E/^dZd/KE ϭϮͲϭϭϮ^hE&>KtZ^^ ϰϮͲϰϮϬd^Zs/ ϴϯͲϴϯϬ>/ZZzd^Zs/ ϬϭͲϭϮϬ&/EE ϭϱͲϭϱϱDKdKZ&h>dy;D&dͿ ϱϭͲϱϭϬtdZKWZd/KE^ ϴϰͲϴϰϬ>/ZZzW/d>ϬϭͲϮϭϬWK>/ ϮϯͲϮϭϲDhE//W>h/>/E' ϱϮͲϱϮϬ^tZKWZd/KE^ ϴϳͲϴϳϬKhEdZz^/d/&ϬϭͲϮϮϬKDDhE/dzs>KWDEd ϮϯͲϮϯϬ/dzͲt/W/d> ϳϮͲϳϮϬ>E^, ϴϴͲϴϴϬKtEdKtEd/&ϬϭͲϰϭϬ^dZdKWZd/KE^ ϮϱͲϮϬϱWK>/W/d> ϳϵͲϳϵϬWZ<^WZdDEd ϵϬͲyyys>KWZ^ZKtϬϭͲϲϰϬD/E^dZd/s^Zs/^ ϮϱͲϮϭϱWh>/tKZ<^W/d> ϳϵͲϳϵϱZZd/KEWd ϵϱͲyyy^ZKtWK^/dϭϭͲϭϭϭ&Ky,/>>^^ ϮϱͲϮϮϱWZ<^ΘZZd/KEW/d> ϴϮͲϴϮϬ>/ZZzKWZd/KE^DATE: 04/17/18TIME: 08:09:04UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 04/24/2018CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 527059 SEBIS SEBIS DIRECT2517203/15/18 01 PUBLIC HEARING MAILINGS88-880-54-00-5462407.03INVOICE TOTAL:407.03 *CHECK TOTAL:407.03 527060 SIMPLEX SIMPLEXGRINNELL LP2014174104/02/18 01 ANNUAL FIRE ALARM TEST &23-000-14-00-14001,804.9902 INSPECTION CONTRACT RENEWAL ** COMMENT **INVOICE TOTAL:1,804.99 *CHECK TOTAL:1,804.99 527061 SMITHERE SMITHEREEN PEST MANAGEMENT170980303/15/18 01 MAR 2018 PEST CONTROL23-216-54-00-544685.00INVOICE TOTAL:85.00 *CHECK TOTAL:85.00 527062 SPEEDWAY FLEETCOR SUPERFLEET MASTERCARDFB638-04111804/11/18 01 MARCH 2018 GASOLINE79-790-56-00-5695976.0602 MARCH 2018 GASOLINE79-795-56-00-5695118.6103 MARCH 2018 GASOLINE01-210-56-00-56955,276.8504 MARCH 2018 GASOLINE51-510-56-00-5695552.9105 MARCH 2018 GASOLINE52-520-56-00-5695552.9106 MARCH 2018 GASOLINE01-410-56-00-5695552.9107 MARCH 2018 GASOLINE01-220-56-00-5695154.71INVOICE TOTAL:8,184.96 *CHECK TOTAL:8,184.96 527063 STANDARD STANDARD & ASSOCIATES, INC.Page 35 of 44
ϬϭͲϭϭϬD/E/^dZd/KE ϭϮͲϭϭϮ^hE&>KtZ^^ ϰϮͲϰϮϬd^Zs/ ϴϯͲϴϯϬ>/ZZzd^Zs/ ϬϭͲϭϮϬ&/EE ϭϱͲϭϱϱDKdKZ&h>dy;D&dͿ ϱϭͲϱϭϬtdZKWZd/KE^ ϴϰͲϴϰϬ>/ZZzW/d>ϬϭͲϮϭϬWK>/ ϮϯͲϮϭϲDhE//W>h/>/E' ϱϮͲϱϮϬ^tZKWZd/KE^ ϴϳͲϴϳϬKhEdZz^/d/&ϬϭͲϮϮϬKDDhE/dzs>KWDEd ϮϯͲϮϯϬ/dzͲt/W/d> ϳϮͲϳϮϬ>E^, ϴϴͲϴϴϬKtEdKtEd/&ϬϭͲϰϭϬ^dZdKWZd/KE^ ϮϱͲϮϬϱWK>/W/d> ϳϵͲϳϵϬWZ<^WZdDEd ϵϬͲyyys>KWZ^ZKtϬϭͲϲϰϬD/E^dZd/s^Zs/^ ϮϱͲϮϭϱWh>/tKZ<^W/d> ϳϵͲϳϵϱZZd/KEWd ϵϱͲyyy^ZKtWK^/dϭϭͲϭϭϭ&Ky,/>>^^ ϮϱͲϮϮϱWZ<^ΘZZd/KEW/d> ϴϮͲϴϮϬ>/ZZzKWZd/KE^DATE: 04/17/18TIME: 08:09:04UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 04/24/2018CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 527063 STANDARD STANDARD & ASSOCIATES, INC.SA00003721503/30/18 01 2018 SERGEANT PROMOTIONAL 01-210-54-00-54117,047.4002 TESTING** COMMENT **INVOICE TOTAL:7,047.40 *CHECK TOTAL:7,047.40 527064 STEWART STEWART SPREADING, INC1198203/26/18 01 CLEANING OF 3 TANKS51-510-54-00-544519,500.00INVOICE TOTAL:19,500.00 *CHECK TOTAL:19,500.00 527065 SUBURBAN CHICAGO TRIBUNE MEDIA GROUP00354434003/31/18 01 WHISPERING MEADOWS BID AD 23-230-60-00-6034185.5702 RIVERFRONT BID AD72-720-60-00-604592.7903 BRISTOL BAY BID AD72-720-60-00-604392.7804 SUBDIVISION CONTROL ORIDINANCE 01-220-54-00-5426149.4205 AMENDMENT** COMMENT **06 KENDALL MARKETPLACE90-118-00-00-0011206.3907 RESIDENTIAL LOT AMENDMENT** COMMENT **08 FOX HIGHLAND-RAINTREE VILLAGE 51-510-60-00-6066165.2309 FOX HIGHLAND-RAINTREE VILLAGE 52-520-60-00-606638.7510 WATERMAIN INTERCONNECT AD FOR ** COMMENT **11 PRESTWICK 3RD AMENDMENT TO 90-055-55-00-0011612.1612 ANNEXATION AGREEMENT** COMMENT **13 KENDALL MARKETPLACE SIGNAGE 90-116-00-00-0011255.4714 AMENDMENT** COMMENT **INVOICE TOTAL:1,798.56 *CHECK TOTAL:1,798.56 527066 SUBURLAB SUBURBAN LABORATORIES INC.Page 36 of 44
ϬϭͲϭϭϬD/E/^dZd/KE ϭϮͲϭϭϮ^hE&>KtZ^^ ϰϮͲϰϮϬd^Zs/ ϴϯͲϴϯϬ>/ZZzd^Zs/ ϬϭͲϭϮϬ&/EE ϭϱͲϭϱϱDKdKZ&h>dy;D&dͿ ϱϭͲϱϭϬtdZKWZd/KE^ ϴϰͲϴϰϬ>/ZZzW/d>ϬϭͲϮϭϬWK>/ ϮϯͲϮϭϲDhE//W>h/>/E' ϱϮͲϱϮϬ^tZKWZd/KE^ ϴϳͲϴϳϬKhEdZz^/d/&ϬϭͲϮϮϬKDDhE/dzs>KWDEd ϮϯͲϮϯϬ/dzͲt/W/d> ϳϮͲϳϮϬ>E^, ϴϴͲϴϴϬKtEdKtEd/&ϬϭͲϰϭϬ^dZdKWZd/KE^ ϮϱͲϮϬϱWK>/W/d> ϳϵͲϳϵϬWZ<^WZdDEd ϵϬͲyyys>KWZ^ZKtϬϭͲϲϰϬD/E^dZd/s^Zs/^ ϮϱͲϮϭϱWh>/tKZ<^W/d> ϳϵͲϳϵϱZZd/KEWd ϵϱͲyyy^ZKtWK^/dϭϭͲϭϭϭ&Ky,/>>^^ ϮϱͲϮϮϱWZ<^ΘZZd/KEW/d> ϴϮͲϴϮϬ>/ZZzKWZd/KE^DATE: 04/17/18TIME: 08:09:04UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 04/24/2018CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 527066 SUBURLAB SUBURBAN LABORATORIES INC.15394203/30/18 01 ROUTINE COLIFORM51-510-54-00-5429360.00INVOICE TOTAL:360.00 *CHECK TOTAL:360.00 527067 TRCONTPR TRAFFIC CONTROL & PROTECTION9217604/03/18 01 STREET SIGNS15-155-56-00-5619860.95INVOICE TOTAL:860.95 *CHECK TOTAL:860.95 527068 VITOSH CHRISTINE M. VITOSHCMV 191304/02/18 01 MAR 2018 ADMIN HEARINGS01-210-54-00-5467400.00INVOICE TOTAL:400.00 *CMV 191403/30/18 01 03/13/18 PUBLIC HEARING ON 01-110-54-00-5462182.0202 PROPOSED TIF REDEVLOPMENT** COMMENT **03 PLAND AND PROPOSED FY19 BUDGET ** COMMENT **INVOICE TOTAL:182.02 *CHECK TOTAL:582.02 527069 WAREHOUS WAREHOUSE DIRECT3857169-004/05/18 01 ENVELOPES01-210-56-00-561039.36INVOICE TOTAL:39.36 *CHECK TOTAL:39.36 527070 WATCHGRD WATCHGUARD VIDEO4BOINV000315903/14/18 01 SERVER SWITCH REMOTE SYSTEM 01-210-56-00-5635750.00Page 37 of 44
ϬϭͲϭϭϬD/E/^dZd/KE ϭϮͲϭϭϮ^hE&>KtZ^^ ϰϮͲϰϮϬd^Zs/ ϴϯͲϴϯϬ>/ZZzd^Zs/ ϬϭͲϭϮϬ&/EE ϭϱͲϭϱϱDKdKZ&h>dy;D&dͿ ϱϭͲϱϭϬtdZKWZd/KE^ ϴϰͲϴϰϬ>/ZZzW/d>ϬϭͲϮϭϬWK>/ ϮϯͲϮϭϲDhE//W>h/>/E' ϱϮͲϱϮϬ^tZKWZd/KE^ ϴϳͲϴϳϬKhEdZz^/d/&ϬϭͲϮϮϬKDDhE/dzs>KWDEd ϮϯͲϮϯϬ/dzͲt/W/d> ϳϮͲϳϮϬ>E^, ϴϴͲϴϴϬKtEdKtEd/&ϬϭͲϰϭϬ^dZdKWZd/KE^ ϮϱͲϮϬϱWK>/W/d> ϳϵͲϳϵϬWZ<^WZdDEd ϵϬͲyyys>KWZ^ZKtϬϭͲϲϰϬD/E^dZd/s^Zs/^ ϮϱͲϮϭϱWh>/tKZ<^W/d> ϳϵͲϳϵϱZZd/KEWd ϵϱͲyyy^ZKtWK^/dϭϭͲϭϭϭ&Ky,/>>^^ ϮϱͲϮϮϱWZ<^ΘZZd/KEW/d> ϴϮͲϴϮϬ>/ZZzKWZd/KE^DATE: 04/17/18TIME: 08:09:04UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 04/24/2018CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 527070 WATCHGRD WATCHGUARD VIDEO4BOINV000315903/14/18 02 SETUP, TESTING AND ADMIN** COMMENT **03 TRAINING** COMMENT **INVOICE TOTAL:750.00 *CHECK TOTAL:750.00 527071 WELDSTAR WELDSTAR0164558703/24/18 01 GAS STEEL CYLINDER01-410-54-00-548515.12INVOICE TOTAL:15.12 *CHECK TOTAL:15.12 527072 WERDERW WALLY WERDERICH04091804/09/18 01 03/12 & 03/19 ADMIN HEARINGS 01-210-54-00-5467300.00INVOICE TOTAL:300.00 *040918-FEB04/09/18 01 02/12 & 02/26 ADMIN HEARINGS 01-210-54-00-5467300.00INVOICE TOTAL:300.00 *CHECK TOTAL:600.00D000840 YBSDYORKVILLE BRISTOL0418SF04/11/18 01 MAR 2018 SANITARY FEES95-000-24-00-2450227,782.97INVOICE TOTAL:227,782.97 *2018.001104/12/18 01 MAR 2018 LANDFILL EXPENSES 51-510-54-00-54459,257.14INVOICE TOTAL:9,257.14 *DIRECT DEPOSIT TOTAL:237,040.11 527073 YORKACE YORKVILLE ACE & RADIO SHACKPage 38 of 44
ϬϭͲϭϭϬD/E/^dZd/KE ϭϮͲϭϭϮ^hE&>KtZ^^ ϰϮͲϰϮϬd^Zs/ ϴϯͲϴϯϬ>/ZZzd^Zs/ ϬϭͲϭϮϬ&/EE ϭϱͲϭϱϱDKdKZ&h>dy;D&dͿ ϱϭͲϱϭϬtdZKWZd/KE^ ϴϰͲϴϰϬ>/ZZzW/d>ϬϭͲϮϭϬWK>/ ϮϯͲϮϭϲDhE//W>h/>/E' ϱϮͲϱϮϬ^tZKWZd/KE^ ϴϳͲϴϳϬKhEdZz^/d/&ϬϭͲϮϮϬKDDhE/dzs>KWDEd ϮϯͲϮϯϬ/dzͲt/W/d> ϳϮͲϳϮϬ>E^, ϴϴͲϴϴϬKtEdKtEd/&ϬϭͲϰϭϬ^dZdKWZd/KE^ ϮϱͲϮϬϱWK>/W/d> ϳϵͲϳϵϬWZ<^WZdDEd ϵϬͲyyys>KWZ^ZKtϬϭͲϲϰϬD/E^dZd/s^Zs/^ ϮϱͲϮϭϱWh>/tKZ<^W/d> ϳϵͲϳϵϱZZd/KEWd ϵϱͲyyy^ZKtWK^/dϭϭͲϭϭϭ&Ky,/>>^^ ϮϱͲϮϮϱWZ<^ΘZZd/KEW/d> ϴϮͲϴϮϬ>/ZZzKWZd/KE^DATE: 04/17/18TIME: 08:09:04UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 04/24/2018CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 527073 YORKACE YORKVILLE ACE & RADIO SHACK16374208/17/17 01 SCREWS01-410-56-00-56205.88INVOICE TOTAL:5.88 *16431510/25/17 01 KEY79-790-56-00-56205.58INVOICE TOTAL:5.58 *16469012/11/17 01 CONNECTORS, TRANSFORMER01-410-56-00-562014.47INVOICE TOTAL:14.47 *16541803/27/18 01 BOLTS, NUTS01-410-56-00-564023.64INVOICE TOTAL:23.64 *16543903/29/18 01 CHAIN PROOF01-410-56-00-564034.74INVOICE TOTAL:34.74 *16545804/02/18 01 FILES, OIL79-790-56-00-563041.96INVOICE TOTAL:41.96 *CHECK TOTAL:126.27 527074 YORKSELF YORKVILLE SELF STORAGE, INC032418-4503/24/18 01 MAR 2018 STORAGE RENTAL01-210-54-00-548580.00INVOICE TOTAL:80.00 *CHECK TOTAL:80.00 527075 YOUNGM MARLYS J. YOUNG03211804/09/18 01 03/21/18 ADMIN MEETING MINUTES 01-110-54-00-546271.25INVOICE TOTAL:71.25 *03221804/03/18 01 PRESTWICK ANNEXATION90-055-55-00-001152.5002 AGREEMENT AMENDMENT & FINAL ** COMMENT **Page 39 of 44
ϬϭͲϭϭϬD/E/^dZd/KE ϭϮͲϭϭϮ^hE&>KtZ^^ ϰϮͲϰϮϬd^Zs/ ϴϯͲϴϯϬ>/ZZzd^Zs/ ϬϭͲϭϮϬ&/EE ϭϱͲϭϱϱDKdKZ&h>dy;D&dͿ ϱϭͲϱϭϬtdZKWZd/KE^ ϴϰͲϴϰϬ>/ZZzW/d>ϬϭͲϮϭϬWK>/ ϮϯͲϮϭϲDhE//W>h/>/E' ϱϮͲϱϮϬ^tZKWZd/KE^ ϴϳͲϴϳϬKhEdZz^/d/&ϬϭͲϮϮϬKDDhE/dzs>KWDEd ϮϯͲϮϯϬ/dzͲt/W/d> ϳϮͲϳϮϬ>E^, ϴϴͲϴϴϬKtEdKtEd/&ϬϭͲϰϭϬ^dZdKWZd/KE^ ϮϱͲϮϬϱWK>/W/d> ϳϵͲϳϵϬWZ<^WZdDEd ϵϬͲyyys>KWZ^ZKtϬϭͲϲϰϬD/E^dZd/s^Zs/^ ϮϱͲϮϭϱWh>/tKZ<^W/d> ϳϵͲϳϵϱZZd/KEWd ϵϱͲyyy^ZKtWK^/dϭϭͲϭϭϭ&Ky,/>>^^ ϮϱͲϮϮϱWZ<^ΘZZd/KEW/d> ϴϮͲϴϮϬ>/ZZzKWZd/KE^DATE: 04/17/18TIME: 08:09:04UNITED CITY OF YORKVILLE CHECK REGISTERID: AP211001.W0WINVOICES DUE ON/BEFORE 04/24/2018CHECK # VENDOR #INVOICE ITEMINVOICE #DATE # DESCRIPTION ACCOUNT # PROJECT CODE ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 527075 YOUNGM MARLYS J. YOUNG03221804/03/18 03 PLAT** COMMENT **INVOICE TOTAL:52.50 *CHECK TOTAL:123.75327,770.44246,920.61TOTAL CHECKS PAID: TOTAL DIRECT DEPOSITS PAID: TOTAL AMOUNT PAID:574,691.05Page 40 of 44
01-110 ADMINISTRATION 12-112 SUNFLOWER SSA 42-420 DEBT SERVICE 83-830 LIBRARY DEBT SERVICE 01-120 FINANCE 15-155 MOTOR FUEL TAX (MFT) 51-510 WATER OPERATIONS 84-840 LIBRARY CAPITAL 01-210 POLICE 23-216 MUNICIPAL BUILDING 52-520 SEWER OPERATIONS 87-870 COUNTRYSIDE TIF 01-220 COMMUNITY DEVELOPMENT 23-230 CITY-WIDE CAPITAL 72-720 LAND CASH 88-880 DOWNTOWN TIF 01-410 STREET OPERATIONS 25-205 POLICE CAPITAL 79-790 PARKS DEPARTMENT 90-XXX DEVELOPER ESCROW 01-640 ADMINSTRATIVE SERVICES 25-215 PUBLIC WORKS CAPITAL 79-795 RECREATION DEPT 95-XXX ESCROW DEPOSIT 11-111 FOX HILL SSA 25-225 PARKS & RECREATION CAPITAL 82-820 LIBRARY OPERATIONS DATE: 04/09/18 UNITED CITY OF YORKVILLE TIME: 09:39:38 MANUAL CHECK REGISTERID: AP225000.CBLCHECK # VENDOR # INVOICE ITEM CHECK INVOICE # DATE # DESCRIPTION DATE ACCOUNT # ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 131121 KCR KENDALL COUNTY RECORDER'S 04/06/18 4782 04/06/18 01 RELEASE 2 WATER LIENS 51-510-54-00-5448 88.00 02 FILED 2 NEW WATER LIENS 51-510-54-00-5448 98.00 INVOICE TOTAL: 186.00 * CHECK TOTAL: 186.00 TOTAL AMOUNT PAID: 186.00Page 41 of 44
01-110 ADMINISTRATION 12-112 SUNFLOWER SSA 42-420 DEBT SERVICE 83-830 LIBRARY DEBT SERVICE 01-120 FINANCE 15-155 MOTOR FUEL TAX (MFT) 51-510 WATER OPERATIONS 84-840 LIBRARY CAPITAL 01-210 POLICE 23-216 MUNICIPAL BUILDING 52-520 SEWER OPERATIONS 87-870 COUNTRYSIDE TIF 01-220 COMMUNITY DEVELOPMENT 23-230 CITY-WIDE CAPITAL 72-720 LAND CASH 88-880 DOWNTOWN TIF 01-410 STREET OPERATIONS 25-205 POLICE CAPITAL 79-790 PARKS DEPARTMENT 90-XXX DEVELOPER ESCROW 01-640 ADMINSTRATIVE SERVICES 25-215 PUBLIC WORKS CAPITAL 79-795 RECREATION DEPT 95-XXX ESCROW DEPOSIT 11-111 FOX HILL SSA 25-225 PARKS & RECREATION CAPITAL 82-820 LIBRARY OPERATIONS DATE: 04/16/18 UNITED CITY OF YORKVILLE TIME: 08:37:59 CHECK REGISTERPRG ID: AP215000.WOW CHECK DATE: 04/16/18CHECK # VENDOR # INVOICE INVOICE ITEM NUMBER DATE # DESCRIPTION ACCOUNT # ITEM AMT------------------------------------------------------------------------------------------------------------------------------------ 526967 SERVICE SERVICE PRINTING CORPORATION 94588-QUOTE 03/20/18 01 POSTAGE FOR SUMMER CATALOG 79-795-54-00-5426 3,129.64 INVOICE TOTAL: 3,129.64 * CHECK TOTAL: 3,129.64 TOTAL AMOUNT PAID: 3,129.64Page 42 of 44
REGULAR OVERTIME TOTAL IMRF FICA TOTALSMAYOR & LIQ. COM.908.34$ -$ 908.34$ -$ 69.49$ 977.83$ CLERK583.34 - 583.34 19.34 44.63 647.31 TREASURER83.34 - 83.34 8.79 6.36 98.49 ALDERMAN4,000.00 - 4,000.00 - 294.70 4,294.70 ADMINISTRATION17,112.16 - 17,112.16 1,805.34 1,235.82 20,153.32 FINANCE9,350.84 - 9,350.84 986.52 693.41 11,030.77 POLICE106,889.77 1,580.62 108,470.39 571.48 7,999.29 117,041.16 COMMUNITY DEV.15,614.81 - 15,614.81 1,592.53 1,152.37 18,359.71 STREETS15,204.21 - 15,204.21 1,604.04 1,126.70 17,934.95 WATER14,768.68 148.41 14,917.09 1,573.74 1,087.19 17,578.02 SEWER8,392.03 - 8,392.03 885.36 624.55 9,901.94 PARKS17,785.13 - 17,785.13 1,876.33 1,309.35 20,970.81 RECREATION14,436.81 - 14,436.81 1,173.00 1,073.50 16,683.31 LIBRARY15,796.57 - 15,796.57 861.14 1,182.80 17,840.51 TOTALS240,926.03$ 1,729.03$ 242,655.06$ 12,957.61$ 17,900.16$ 273,512.83$ TOTAL PAYROLL273,512.83$ UNITED CITY OF YORKVILLEPAYROLL SUMMARYApril 20, 2018Page 43 of 44
ACCOUNTS PAYABLE DATE
City Check Register (Pages 1 - 40)04/24/2018 574,691.05
SUB-TOTAL: $574,691.05
OTHER PAYABLES
Clerk's Check #131121- Kendall County Recorder (Page 41)04/06/2018 186.00$
Maual Check #526967 - Service Printing Corp. (Page 42)04/16/2018 3,129.64
SUB-TOTAL: $3,315.64
Bi - Weekly (Page 43)04/20/2018 273,512.83$
SUB-TOTAL: $273,512.83
TOTAL DISBURSEMENTS:851,519.52$
UNITED CITY OF YORKVILLE
BILL LIST SUMMARY
Tuesday, April 24, 2018
PAYROLL
Page 44 of 44
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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
Parks and Recreation
Agenda Item Number
Mayor’s Report #1
Tracking Number
CC 2018-17
Proclamation for Rain Barrel Month
City Council – April 24, 2018
None
Mayor Gary J. Golinski
Name Department
UNITED CITY OF YORKVILLE
Rain Barrel Month Proclamation
WHEREAS, water is a valuable, limited natural resource; and
WHEREAS, municipal and rural residents in Yorkville, Illinois depend on water for
numerous home and commercial uses; and
WHEREAS, conserving and protecting water supplies is of benefit to all residents of
Yorkville, Illinois; and
WHEREAS, for every 100 square foot of roof area, one inch of rain generates
approximately 60 gallons of rainwater runoff; and
WHEREAS, wasteful runoff of rainwater from homes and other buildings into storm
sewers or other drainageways can add to the damaging and overwhelming stormwater
volumes in our natural waterways; and
WHEREAS, collecting rainwater is one type of best management practice to reduce
stormwater runoff; and by redirecting and collecting rainwater runoff from buildings, it
can be available for more productive, cost-efficient uses; and
WHEREAS, rain barrels are an economical, convenient method of collecting rainwater
runoff for future uses; and
WHEREAS, The Conservation Foundation (TCF), in cooperation with local
communities, such as Yorkville, promotes the reduction of off-site stormwater runoff and
best management practices to redirect and conserve rainwater; and
WHEREAS, the United City of Yorkville encourages homeowners and businesses to
implement methods such as rain barrels to capture and efficiently use rainwater; and
WHEREAS, the United City of Yorkville endorses such best management practices to
help protect our local water resources and wishes to promote the use of such practices to
its residents.
NOW, THEREFORE, I, Gary J. Golinski, Mayor of the United City of Yorkville, do
hereby proclaim the Month of May 2018 as Rain Barrel Promotion Month in the United
City of Yorkville.
Dated this 24th day of April, 2018, A.D.
______________________________
Gary J. Golinski, Mayor
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Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville,
tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council
Agenda Item Summary Memo
Title:
Meeting and Date:
Synopsis:
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required:
Council Action Requested:
Submitted by:
Agenda Item Notes:
Reviewed By:
Legal
Finance
Engineer
City Administrator
Human Resources
Community Development
Police
Public Works
Parks and Recreation
Agenda Item Number
Mayor’s Report #2
Tracking Number
CC 2018-18
National Suicide Prevention Awareness Month Proclamation and Outreach
City Council – April 24, 2018
N/A
Majority
Approval
See attached memo.
Bart Olson Administration
Name Department
UNITED CITY OF YORKVILLE
PROCLAMATION
September Is National Suicide Prevention Awareness Month
WHEREAS; September is known around the United States as National Suicide Prevention
Awareness Month and is intended to help promote awareness surrounding each of the Suicide
Prevention resources available to us and our community. The simple goal is to learn how to help
those around us and how to talk about suicide without increasing the risk of harm; and
WHEREAS; Suicidal thoughts can affect anyone regardless of age, gender, race, orientation,
income level, religion, or background; and
WHEREAS; According to the CDC, each year more than 41,000 people die by suicide; and
WHEARAS; Suicide is the 10th leading cause of death among adults in the US, and the 2nd
leading cause of death among people aged 10-24; and
WHEREAS; Yorkville, Illinois is no different than any other community in the country, but
chooses to publicly state and place our full support behind local educators, mental health
professionals, athletic coaches, pack leaders, police officers, and parents, as partners in
supporting our community in simply being available to one another; and
WHEREAS; local organizations like Suicide Prevention Services (SPS) and national
organizations like the National Alliance on Mental Illness (NAMI) are on the front lines of a
battle that many still refuse to discuss in public, as suicide and mental illness remain too taboo a
topic to speak on; and
WHEREAS, every member of our community should understand that throughout life’s struggles
we all need the occasional reminder that we are all silently fighting our own battles; and
WHEREAS, I encourage all residents to take the time to inquire as to the wellbeing of their
family, friends, and neighbors over the next few days and to genuinely convey their appreciation
for their existence by any gesture they deem appropriate. A simple phone call, message,
handshake, or hug can go a long way towards helping someone realize that suicide is not the
answer.
NOW, THEREFORE, be it resolved that I, Gary J Golinski, do hereby proclaim the month of
September 2018, as National Suicide Prevention Awareness Month in the United City of
Yorkville.
Dated this 24th day of April, 2018, A.D.
______________________________
Gary J. Golinski, Mayor
Summary
Acknowledgment that Alderman Frieders may use City letterhead and conduct outreach on
behalf of the City for Suicide Prevention Awareness Month.
Background
The City recognized Suicide Prevention Awareness Month in September 2017, via mayoral
proclamation. After the proclamation, Alderman Frieders conducted individual outreach to other
municipalities to encourage them to proclaim September 2017 as Suicide Prevention Awareness Month.
Suicide Prevention Awareness Month will take place in September 2018, and Alderman Frieders has
asked Mayor Golinski to issue the proclamation far in advance so additional outreach can be completed.
Additionally, Alderman Frieders has requested to be recognized by the City Council as having
the authority to speak on behalf of the entire City Council when contacting other municipalities to
encourage them to issue a Suicide Prevention Awareness Month proclamation. We have mocked up a
sample outreach letter on City letterhead for your review.
Recommendation
Staff recommends approval of authorization for Alderman Frieders to conduct outreach to other
municipalities to encourage them to proclaim September 2018 as National Suicide Prevention
Awareness Month.
Memorandum
To: City Council
From: Bart Olson, City Administrator
CC:
Date: April 18, 2018
Subject: Suicide Prevention Awareness Month proclamation and outreach
April 24, 2018
Dear Fellow Elected Official:
My name is Joel Frieders, and I am a second-term alderman for the United City of Yorkville,
Illinois, the county seat of Kendall County located in Chicago’s far western suburbs. I am
writing to my fellow elected officials to ask for your consideration in reading the attached
proclamation at a public meeting sometime within the month of September 2018 in support of
National Suicide Prevention Awareness Month.
On July 28, 2017, I lost another friend of mine to suicide and since then I have been unable to
shake the idea that I should be doing something to help stop these preventable tragedies from
happening. As I am not a professional mental health counselor, I find my strengths in
communication afford me the ability to reach out to you directly, so I hope you take a few
minutes to read this and get this ball rolling in your community before September 2018.
This is the second year that I have personally taken on the task of getting as many municipalities
as humanly possible to join the United City of Yorkville in showing support for those counselors,
educators, coaches, and police officers that assist in the all-important job of preventing suicide.
While this gesture isn’t much, it’s important to me that I not lose another friend to suicide.
It is my and my Yorkville colleagues’ intention to help rid the world of the stigma of
uncomfortable topics. If you as an elected official can remind your constituents that it’s OK to
not be OK, and that there are people trained in discussing matters most find uncomfortable,
maybe you will have a hand in saving the life of someone you love.
All it takes is to edit the attached proclamation with the name of your municipality, place it on an
agenda sometime around September 2018, and read it aloud at a public meeting. And speaking
from experience, I can tell you that this is as easy as forwarding this letter on to your awesome
City Clerk and asking that this be included at the appropriate time come late summer.
United City of Yorkville
800 Game Farm Road
Yorkville, Illinois 60560
Telephone: 630-553-4350
www.yorkville.il.us
Fellow Elected Official
April 24, 2018
Page 2
In 2017, 24 cities across Illinois joined the United City of Yorkville in addressing this issue via
elected officials publicly reading and discussing the proclamation.
Aurora
Batavia
Burbank
Burlington
Dekalb
Evanston
Freeport
Geneva
Highland Park
Joliet
Lockport
Montgomery
Morris
Naperville
North Aurora
Oswego
Plano
Prospect Heights
Rochelle
Rock Island
St. Charles
Sycamore
West Chicago
Wheaton
In addition to these incredible communities, the counties of Kane and Kendall, as well as the
State of Illinois, all adopted the proclamation in support of National Suicide Prevention
Awareness Month. We were also grateful to learn that the city of Ft. Wayne, Indiana and Caton,
Georgia took it upon themselves to read the proclamation.
With your participation, now and into the future, every year that we take the time to address it,
we help build a strong foundation of thoughtful municipal government and a thoughtful
community, reminding our constituents that we’re all human and we’re all in this together.
Sincerely,
Joel Frieders
Alderman, Ward 3
United City of Yorkville
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
Mayor’s Report #3
Tracking Number
CC 2018-19
Monthly Treasurer’s Report for March 2018
City Council - April 24, 2018
Majority
Approval
Rob Fredrickson Finance
Name Department
Beginning
Fund Balance March Revenues YTD Revenues
Revenue
Budget
% of
Budget March Expenses YTD Expenses
Expense
Budget
% of
Budget
Projected
Ending Fund
Balance
General Fund
01 - General 6,214,089$ 1,153,462$ 14,700,308$ 15,137,621$ 97%1,276,462$ 13,751,170$ 15,762,920$ 87%7,163,227$
Special Revenue Funds
15 - Motor Fuel Tax 792,224 38,204 459,516 494,116 93%18,526 488,796 756,137 65%762,945
79 - Parks and Recreation 445,877 128,054 1,870,413 1,987,762 94%119,266 1,685,444 2,023,877 83%630,847
72 - Land Cash 250,316 4,549 125,636 90,500 139%16,156 609,496 645,000 94%(233,544)
87 - Countryside TIF (495,753) - 198,294 225,000 88%892 161,468 163,516 99%(458,927)
88 - Downtown TIF 97,556 - 76,186 70,000 109%28,260 785,854 1,132,742 69%(612,112)
11 - Fox Hill SSA 14,742 - 9,366 9,365 100%- 15,721 23,000 68%8,387
12 - Sunflower SSA (15,776) - 13,480 13,480 100%- 17,392 29,735 58%(19,688)
Debt Service Fund
42 - Debt Service - 28,192 297,363 320,225 93%- 321,200 320,225 100%(23,837)
Capital Project Funds
25 - Vehicle & Equipment 270,408 53,786 435,320 329,845 132%6,086 302,510 599,925 50%403,219
23 - City-Wide Capital 1,355,529 73,072 1,514,237 2,705,765 56%377,286 3,689,804 3,669,526 101%(820,038)
Enterprise Funds
*51 - Water 2,826,145 164,094 4,123,646 4,297,767 96%159,356 3,909,471 5,158,503 76%3,040,320
*52 - Sewer 1,378,031 154,098 2,563,264 2,604,442 98%110,111 2,709,919 3,005,500 90%1,231,376
Library Funds
82 - Library Operations 489,054 4,449 700,966 719,057 97%52,581 640,787 803,154 80%549,233
83 - Library Debt Service - 23 760,985 760,396 100%- 760,395 760,396 100%590
84 - Library Capital 19,904 16,411 89,048 35,010 254%7,658 44,984 35,000 129%63,968
Total Funds 13,642,346$ 1,818,393$ 27,938,030$ 29,800,351$ 94%2,172,640$ 29,894,409$ 34,889,156$ 86%11,685,967$
* Fund Balance Equivalency
Rob Fredrickson, Finance Director/Deputy Treasurer
UNITED CITY OF YORKVILLE
TREASURER'S REPORT - for the month ending March 31, 2018
Cash Basis
As Deputy Treasurer of the United City of Yorkville, I hereby attest, to the best of my knowledge, that the information contained in this Treasurer's Report is accurate as of the date detailed herein. Further
information is available in the Finance 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
Mayor’s Report #4
Tracking Number
CC 2018-20
Information Technology Services
City Council – April 24, 2018
N/A
Majority
Approval
See attached memo.
Bart Olson Administration
Name Department
Summary
Consideration of contract amendment with the City’s IT consultant, Interdev, increasing the
number of weekly hours from 8 to 24, and amending the Yorkville-Oswego IT intergovernmental
agreement to reflect that increase.
Background
The City approved a contract in April 2017 with Interdev to provide 8 hours of IT services per
week, and an intergovernmental agreement with Oswego to allow sharing of 40 total hours between the
two cities. This agreement has a term of one year and is up for renewal in April 2018.
This item was last seen by the City Council in the FY 19 budget proposal documents. The FY 19
budget contemplates an increase in the hours as proposed in the amendment to Exhibit B (attached).
The City will go from 8 hours of a Systems Engineer Tier II at $77 per hour to 24 hours of a Systems
Engineer Tier II and Tier III at a blended hourly rate of $90 and $9,360 per month. Over the past year,
the City staff have seen that more than 8 hours per week is necessary, which is why we’re
recommending 24 hours.
The City’s intergovernmental agreement with Oswego contemplates 32 hours of a Tier II
engineer for Oswego and 8 hours of a Tier II engineer for Yorkville, and those hours can flex between
the two organizations on an as-needed basis. As of April 2018, the Yorkville has officially used around
12 hours per week of total hours, meaning the City currently owes Oswego hours. Rather than true up
those hours immediately, Oswego has requested to use them throughout the upcoming year, as they will
have a number of large projects. Unofficially, Interdev has contributed many more hours than the 12
hours per week, as a number of the City’s major IT projects are still in roll-out.
Recommendation
Staff recommends approval of the intergovernmental agreement and Interdev contract
amendment.
Memorandum
To: Administration Committee
From: Bart Olson, City Administrator
CC:
Date: April 12, 2018
Subject: Interdev contract amendment
Page | 1
EXHIBIT B - COMPENSATION
Pricing
The following table includes InterDev’s recommended resources for Yorkville and Yorkville’s Information
Technology Department and their corresponding rates.
Resources Hourly
Rate Monthly Cost
Systems Engineer Tier III – Yorkville Onsite
(24 Hours/Week) $90.00 $9,360
Total IT Services Price on Joint Contract: $9,360/Month
5% Escalator shall apply at anniversary of agreement.
Profiles for the InterDev Management team are included in the body of this proposal. InterDev will provide any additional
information regarding each participant upon request. Due to the sensitive nature of the data managed by InterDev at our Public
Sector clients, and in accordance with State and Federal laws, all InterDev government team members have participated in
official FBI - Criminal Justice Information Systems (CJIS) training. All members of the transition team have undergone thorough
background checks by multiple municipalities, state and federal agencies. Any and all additional staff members assigned to
support Yorkville and Yorkville will be subject to InterDev’s rigorous internal background checks and any Municipality
background investigations requested.
Additional Available Project Resources
Both municipalities have anticipated additional planning and resources for special projects. We have
provided a listing of the resources available from InterDev and their hourly rates in the table below.
Hourly Resources and Services
(Contracted Billable Hour and As Needed Rates)
Contracted Billable
Hourly Rate
(9 month or greater
Full-Time contract)
As Needed
Hourly Rate
Additional Technical Consulting Resources:
• Systems Engineer I $61.69 $95.91
• Security Engineer $143.94 $223.80
• Sr. Project Manager $87.39 $135.88
• Chief Information Officer $179.92 $279.95
Page | 2
Additional Software Licensing
Recommended Software Licensing Rate Yorkville Cost
ConnectWise - Helpdesk, Ticketing and
CRM
LabTech - Server and Desktop Monitoring,
Patching, Asset Inventory and Remote
Access
• ConnectWise technician License $75.00/seat/month $75.00
• LabTech License - per device
(workstation or server) $3.00/device/month
81 PCs, 11
Servers
$282.00
Monthly Software License Total $351.00
Disclaimer
The information contained in this document is the property of InterDev and is considered
proprietary and confidential. The contents of the document must not be reproduced or disclosed
wholly or in part or used for purposes other than that for which it is supplied without prior written
permission of InterDev.
IN WITNESS WHEREOF, the parties hereto have caused this Proposal to be signed by their duly
authorized representatives as of the date set forth below.
Accepted by:
Authorized Signature/Title InterDev, LLC Date
Authorized Signature/Title City of Yorkville, IL Date
Resolution No. 2018-____
Page 1
Resolution No. 2018-_____
A RESOLUTION OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS,
APPROVING AN INTERGOVERNMENTAL AGREEMENT AS REVISED FOR THE
SHARING OF INFORMATION TECHNOLOGY SERVICES BETWEEN
THE VILLAGE OF OSWEGO, KENDALL AND WILL COUNTIES, ILLINOIS
AND THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS
WHEREAS, the United City of Yorkville, Kendall County, Illinois (“City”) and the
Village of Oswego, Kendall and Will Counties, Illinois (the “Village”) are duly organized and
validly existing units of local government created in accordance with the Constitution of the
State of Illinois of 1970 and the laws of this State; and,
WHEREAS, the Constitution of the State of Illinois of 1970, Article VII, Section 10,
provides that units of local government may contract or otherwise associate among themselves to
obtain or share services and to exercise, combine, or transfer any power or function in any
manner not prohibited by law or by ordinance and may use their credit, revenues, and other
resources to pay costs related to intergovernmental activities; and,
WHEREAS, the City and the Village require information technology services (“IT
Services”) to keep up with technology best practices and better serve the needs of their respective
residents; and,
WHEREAS, to efficiently and effectively meet each of their needs, the City and Village
on March 28, 2017, entered into a contract with one another and a third party IT service
company for the provision of IT services to both municipalities (the “Intergovernmental
Agreement”); and,
WHEREAS, after sharing the services for one year, the City and the Village desire to
revise the allocation of these services as set forth in the revised Intergovernmental Agreement
attached hereto.
NOW, THEREFORE, BE IT RESOLVED, by the Mayor and City Council of the
United City of Yorkville, Kendall County, Illinois, as follows:
Section 1. That the Intergovernmental Agreement As Revised for the Sharing of
Information Technology Services Between the Village of Oswego, Kendall and Will Counties,
Illinois and the United City of Yorkville, Kendall County, Illinois, attached hereto and made a
part hereof, is hereby approved and the Mayor and City Clerk are hereby authorized to execute
and deliver said Agreement on behalf of the United City of Yorkville.
Resolution No. 2018-____
Page 2
Section 2. The Mayor, City Clerk, and City Administrator are hereby authorized and
directed to undertake any and all actions as may be required to implement the terms of said
Intergovernmental Agreement As Revised.
Section 3. Resolution No. 2017-18 is hereby repealed and the Intergovernmental
Agreement As Revised as hereinabove approved shall constitute a new agreement between the
City and the Village.
Section 4. This Resolution shall be in full force and effect from and after its passage and
approval as provided by law.
Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this
________ day of ____________________, 2018.
______________________________
CITY CLERK
CARLO COLOSIMO ________ KEN KOCH ________
JACKIE MILSCHEWSKI ________ ARDEN JOE PLOCHER ________
CHRIS FUNKHOUSER ________ JOEL FRIEDERS ________
SEAVER TARULIS ________ ALEX HERNANDEZ ________
Approved by me, as Mayor of the United City of Yorkville, Kendall County, Illinois, this
________ day of ____________________, 2018.
______________________________
MAYOR
Attest:
___________________________________
City Clerk
Page 1 of 6
INTERGOVERNMENTAL AGREEMENT FOR THE SHARING OF INFORMATION
TECHNOLOGY SERVICES BETWEEN THE VILLAGE OF OSWEGO, KENDALL AND WILL
COUNTIES, ILLINOIS AND THE UNITED CITY OF YORKVILLE,
KENDALL COUNTY, ILLINOIS
THIS INTERGOVERNMENTAL AGREEMENT (“the Agreement”) by and between
the Village of Oswego, Kendall County, Illinois (the “Village”) a municipal corporation of the
State of Illinois and the United City of Yorkville, Kendall County, Illinois (the “City”) a
municipal corporation of the State of Illinois, entered into this ____ day of ________________,
2017.
WITNESSETH:
WHEREAS, the Constitution of the State of Illinois of 1970, Article VII, Section 10,
provides that units of local government may contract or otherwise associate among themselves to
obtain or share services and to exercise, combine, or transfer any power or function in any
manner not prohibited by law or by ordinance and may use their credit, revenues, and other
resources to pay costs related to intergovernmental activities; and
WHEREAS, the Village and the City require information technology services to keep up
with technology best practices and better meet residents’ needs; and,
WHEREAS, the essential goal is that the City and the Village jointly contract to provide
information technology services and to coordinate and share information technology investment
where feasible and practical, all as hereinafter set forth.
NOW, THEREFORE, in consideration of the premises and the mutual covenants
hereafter set forth, the parties agree as follows:
Section 1. The foregoing preambles are hereby incorporated into this Agreement as if
fully restated in this Section 1.
Page 2 of 6
Section 2. The Village and the City intend to contract with InterDev, LLC. (“the
Consultant”) to provide staff augmentation and consulting services related to information
technology and computer network services.
Section 3. The Agreement shall run concurrently with the Consultant contract.
Section 4. The Village intends to use 57.2% percent (32 hours) of the Consultant’s
allocated resource, while the City intends to use 42.8% percent (24 hours) of the resource and the
Village and City agree to pay their respective share of the consultant’s fees as indicated in the
respective contracts.
Section 5. The Village and the City agree to meet regularly, though not less than
twice per year, to review the resource allocation and adjust the division of the total fee
accordingly.
Section 6. The Village and the City intend to separately enter into an
intergovernmental agreement with the GovIT Consortium, which will provide additional shared
service opportunities.
Section 7. The City and the Village are authorized to engage in joint purchasing of
resource and information technology infrastructure where beneficial and practical for both.
Section 8. The City and the Village shall each defend, with counsel of the other
party’s own choosing, indemnify and hold harmless the other party, including past, present and
future board members, elected officials, insurers, employees, and agents from and against any
and all claims, liabilities, obligations, losses, penalties, fines, damages, and expenses and costs
relating thereto, including but not limited to attorneys’ fees and other legal expenses, which the
other party, its past, present and future board members, elected officials, insurers, employees,
Page 3 of 6
and/or agents may hereafter sustain, incur or be required to pay relating to or arising in any
manner out of the services to be performed by the other party under this Agreement.
Section 9. Nothing in this Agreement shall be deemed to change or alter the
jurisdiction of either the City or Village in any respect, including, their respective powers and
duties.
Section 10. This Agreement and the rights of the parties hereunder may not be
assigned (except by operation of law), and the terms and conditions of this Agreement shall inure
to the benefit of and be binding upon the respective successors and assigns of the units of
government as the parties hereto.
Section 11. This Agreement shall be interpreted and enforced under the laws of the
State of Illinois. Any legal proceeding related to enforcement of this Agreement shall be brought
in the Circuit Court of Kendall County, Illinois. In case any provision of this Agreement shall
be declared and/or found invalid, illegal or unenforceable by a court of competent jurisdiction,
such provision shall, to the extent possible, be modified by the court in such manner as to be
valid, legal and enforceable so as to most nearly retain the intent of the parties, and, if such
modification is not possible, such provision shall be severed from this Agreement, and in either
case the validity, legality, and enforceability of the remaining provisions of this Agreement shall
not in any way be affected or impaired thereby.
Section 12. All notices required or permitted hereunder shall be in writing and may be
given by (a) depositing the same in the United States mail, addressed to the party to be notified,
postage prepaid and certified with the return receipt requested, (b) delivering the same in person,
or (c) telecopying the same with electronic confirmation of receipt
If to the Village: Assistant Village Administrator
Page 4 of 6
Village of Oswego
100 Parkers Mill
Oswego, Illinois 60543
With a copy to: David Silverman
Mahoney, Silverman and Cross
822 Infantry Drive, Suite 100
Joliet, Illinois 60435
If to the City:
City Administrator
United City of Yorkville
800 Game Farm Road
Yorkville, Illinois 60560
With a copy to : Kathleen Field Orr
Kathleen Field Orr & Associates
53 West Jackson Blvd., Suite 964
Chicago, Illinois 60604
Or any such other person, counsel or address as any party hereto shall specify pursuant to this
Section from time to time.
Section 13. This Agreement may be executed in counterparts, each of which shall be
deemed to be an original and both of which shall constitute one and the same Agreement.
Section 14. This Agreement represents the entire agreement between the parties and
there are no other promises or conditions in any other agreement whether oral or written. Except
as stated herein, this agreement supersedes any other prior written or oral agreements between
the parties and may not be further modified except in writing acknowledged by both parties.
Section 15. Nothing contained in this Agreement, nor any act of the Village or the
City pursuant to this Agreement, shall be deemed or construed by any of the parties hereto or by
third persons, to create any relationship of third party beneficiary, principal, agent, limited or
general partnership, joint venture, or any association or relationship involving Village and the
Page 5 of 6
City. Further, nothing in this Agreement should be interpreted to give the Village or City any
control over the other’s employees or imply a power to direct the employees of the other
government body, which neither entity may exercise.
Section 16. When performing pursuant to the terms of this Agreement, the Village and
City intend that any injuries to their respective employees shall be covered and handled
exclusively by their jurisdiction’s own worker’s compensation insurance in place at the time of
such injury. It is further agreed that all employee benefits, wage and disability payments,
pension and worker’s compensation claims, damage to or destruction of equipment, facilities,
clothing and related medical expenses of the City or Village and their respective employees,
which may result from their activities under this Agreement, shall be the responsibility of the
jurisdiction that employs the employee making such a claim.
Section 17. The Parties will obtain and continue in force, during the term of this
Agreement, all insurance as set forth below. Each insurance policy shall not be cancelled or
changed without thirty (30) days prior written notice, given by the respective insurance carrier(s)
to Kendall County and the City at the address set forth herein. Before starting inspections
hereunder, the parties shall obtain the following insurance at a minimum: (a) Worker’s
Compensation and Occupational Disease Disability insurance, in compliance with the laws of the
jurisdiction where the work is being performed, (b) Employer’s comprehensive general liability
insurance for both personal injury and property damage in the minimum amount of $1,000,000
for each accident, (c) Comprehensive business automobile liability insurance in the minimum
amount of $1,000,000 combined single limit, (d) Comprehensive excess liability insurance with
a combined minimum single limit of $1,000,000 for each occurrence, with a minimum
$1,000,000 aggregate. Certificates of such insurance detailing the coverage therein shall be
Page 6 of 6
available to the other party upon execution of this Agreement. Neither party waives its
immunities or defenses, whether statutory nor common law by reason of the indemnification and
insurance provisions contained in this Agreement.
Section 18. This Agreement may be amended only with written consent of all parties
hereto.
Section 19. The Village and the City each hereby warrant and represent that their
respective signatures set forth below have been, and are on the date of this Agreement, duly
authorized by all necessary and appropriate corporate and/or governmental action to execute this
Agreement.
IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be
executed by their duly authorized officers on the above date at Yorkville, Illinois.
United City of Yorkville, Kendall County,
Illinois, a municipal corporation
By: __________________________________
Mayor
Attest:
_______________________________
City Clerk
By: ___________________________________
Village President
Village of Oswego, Kendall and Will
Counties, Illinois, a municipal corporation
Attest:
_______________________________
Village Clerk
Resolution No. 2018-____
Page 1
Resolution No. 2018- _____
A RESOLUTION OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY,
ILLINOIS, APPROVING A FIRST AMENDMENT TO THE PROFESSIONAL
SERVICES AGREEMENT FOR INFORMATION TECHNOLOGY SERVICES BY AND
BETWEEN INTERDEV, LLC AND THE UNITED CITY OF YORKVILLE, ILLINOIS
WHEREAS, the United City of Yorkville, Kendall County, Illinois (“City”) is a duly
organized and validly existing unit of local government created in accordance with the
Constitution of the State of Illinois of 1970 and the laws of this State; and,
WHEREAS, the Constitution of the State of Illinois of 1970, Article VII, Section 10,
provides that units of local government may contract or otherwise associate among themselves to
obtain or share services and to exercise, combine, or transfer any power or function in any
manner not prohibited by law or by ordinance and may use their credit, revenues, and other
resources to pay costs related to intergovernmental activities; and,
WHEREAS, the City and the Village of Oswego, Kendall and Will Counties, Illinois
(the “Village”) entered into an intergovernmental agreement (the “IGA”) for the sharing of
information technology services (“IT Services”) to keep up with technology best practices and
better serve the needs of their residents; and,
WHEREAS, in accordance with the terms of the IGA, pursuant to Resolution No. 2017-
20, the City entered into an agreement for the provision of IT Services with Interdev, LLC
(“InterDev”), an Illinois limited liability company (the “Original Agreement”) which provided
that the City would receive 8 hours per week of on-site IT Services and the Village would
receive 32 hours per week of on-site IT Services; and,
WHEREAS, due to an increased need for IT Services, the City made a request to the
Village and InterDev that the IGA and Original Agreement, respectively, be amended to increase
the number of hours of on-site services provided to the City by InterDev to 24 hours per week;
and,
WHEREAS, the Village and InterDev have agreed to grant the City’s request and the
IGA has been amended accordingly; and,
Resolution No. 2018-____
Page 2
WHEREAS, the Mayor and City Council believe it to be in its best interests of the City
to amend the Original Agreement as set forth in the first amendment to the Original Agreement
attached hereto.
NOW, THEREFORE, BE IT RESOLVED, by the Mayor and City Council of the
United City of Yorkville, Kendall County, Illinois, as follows:
Section 1. That the First Amendment to the Professional Services Agreement for
Information Technology Services, attached hereto and made a part hereof, is hereby approved
and the Mayor, City Administrator and City Clerk are hereby authorized to execute and deliver
said Agreement and undertake any and all actions as may be required to implement its terms on
behalf of the United City of Yorkville.
Section 2. This Resolution shall be in full force and effect from and after its passage and
approval as provided by law.
Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this
________ day of ____________________, 2018.
______________________________
CITY CLERK
CARLO COLOSIMO ________ KEN KOCH ________
JACKIE MILSCHEWSKI ________ ARDEN JOE PLOCHER ________
CHRIS FUNKHOUSER ________ JOEL FRIEDERS ________
SEAVER TARULIS ________ ALEX HERNANDEZ ________
Approved by me, as Mayor of the United City of Yorkville, Kendall County, Illinois, this
________ day of ____________________, 2018.
______________________________
MAYOR
Attest:
___________________________________
City Clerk
FIRST AMENDMENT TO THE PROFESSIONAL SERVICES AGREEMENT FOR
INFORMATION TECHNOLOGY SERVICES BY AND BETWEEN INTERDEV, LLC
AND THE UNITED CITY OF YORKVILLE, ILLINOIS
This First Amendment to the Professional Services Agreement for Information
Technology Services by and between InterDev, LLC and the United City of Yorkville, Illinois
dated April 7, 2017 (the “Original Agreement”), is made and entered into this ___ day of
__________, 2018, by and between InterDev, LLC, an Illinois limited liability company
(“InterDev”) and the United City of Yorkville, Kendall County, Illinois, a municipal corporation
(the “City”).
PREAMBLES
WHEREAS, the City and Village of Oswego, Kendall and Will Counties, Illinois (the
“Village”) entered into an intergovernmental agreement (the “IGA”) which provided for the
sharing of information technology services (the “IT Services”) and required each the City and the
Village to enter into agreements with InterDev; and,
WHEREAS, the Original Agreement sets forth the terms and conditions relating to the
IT Services provided to the City in furtherance of the IGA, which Original Agreement included
InterDev’s provision of 8 and 32 hours per week of IT Services to the City and Village,
respectively; and,
WHEREAS, the City made a request to the Village and InterDev to increase InterDev’s
provision of IT Services to the City to 24 hours per week while keeping the provision of IT
Services to the Village at 32 hours per week for a total of 56 hours per week provided to the City
and Village, collectively; the City and Village have revised the IGA to reflect said increase; and,
WHEREAS, InterDev believes it to be in its best interests to grant the City’s request, and
pursuant to Section 19.11 of the Original Agreement, the City and InterDev desire to amend
Exhibits A and B to the Original Agreement as set forth herein.
NOW, THEREFORE, the Parties hereto, for good and valuable consideration, the
receipt and sufficiency of which are hereby acknowledged, agree as follows:
Section 1. The foregoing Preambles are hereby adopted as if fully restated herein.
Section 2. The Section entitled “Staffing Plan” on Exhibit A to the Original Agreement
is hereby amended to provide that InterDev will provide on-site support to the Village for 32
hours per week and to the City for 24 hours per week in the form of a Systems Engineer II on-
site resource.
Section 3. Exhibit B to the Original Agreement is hereby amended to provide that the
City and Village are requesting a combined total of 56 hours per week of support. Exhibit B is
further amended to provide that the City will pay a total monthly cost of $9,360 for the Systems
Engineer Tier II and Tier III as determined based upon an hourly rate of $90.
Section 4. All other terms and conditions of the Original Agreement shall remain in full
force and effect.
IN WITNESS WHEREOF, the parties have hereunto set their hands on this ___ day of
__________________, 2018.
InterDev, LLC: The United City of Yorkville, Illinois:
By: ________________________ By: ________________________
Name: Gary E. Nichols Name: Bart Olson
Title: CEO Title: City Administrator
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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
Parks and Recreation
Agenda Item Number
Park Board #1
Tracking Number
CC 2018-21
Friends of Clark Park Proposal
City Council – April 24, 2018
PB 03/22/18
Moved forward to City Council agenda.
CC 2018-21
Informational
See attached memo.
Tim Evans Parks and Recreation
Name Department
Summary
Review of Friends of Clark Park Proposal
Background
The City of Yorkville Parks & Recreation Department is working with the Friends of Clark Park
and ENvironmental Consultants And Planners (ENCAP), a general contractor specializing in
ecologically sensitive, water resource, and construction oriented projects, on their generous
offer to provide one year of free assistance to begin restoring Ron Clark Park to a more
balanced, native state. At their March meeting, the Park Board approved the attached proposal.
ENCAP’s work on the Park will begin sometime in late April or May with the removal of invasive
species.
Recommendation
This is an informational item.
Memorandum
To: Yorkville City Council
From: Tim Evans, Director of Parks and Recreation
CC: Bart Olson, City Administrator
Date: April 18, 2018
Subject: Review of Friends of Clark Park Proposal
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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:
See attached memo.
Reviewed By:
Legal
Finance
Engineer
City Administrator
Human Resources
Community Development
Police
Public Works
Parks and Recreation
Agenda Item Number
Planning and Zoning Commission #1
Tracking Number
PZC 2018-02
Kendall Marketplace PUD Amendment for Signage
City Council - April 24, 2018
10/24/2006
Approval of Ord. 2006-125
Majority
Approval
Requested Planned Unit Development Amendment to increase the overall sign
height for two (2) monument tenant signs.
Krysti Barksdale – Noble, AICP Community Development
Name Department
Staff Recommendation Summary:
The applicant, Kendall Holdings I, LLC, is requesting an amendment to the Kendall Marketplace
Planned Unit Development to permit an increase in overall sign height from the existing 29’-4” to 35’-0”
(approximately 5 feet) for two (2) existing freestanding business monument signs which serve as the sole
outdoor tenant signage for current and future tenants of the partially developed Kendall Marketplace
commercial development.
The proposed reconstructed signs would be modified by removing the existing sign cabinets,
inserting new steel pipes on top and installing a new cabinet piece near the bottom of the sign base and a
sign cap/top. The new cabinet piece will allow for three (3) rows of new tenant panels per sign. All new
tenant panels will be fabricated of the same aluminum material of the exiting sign panels, and will be
routed for copy with push-through white acrylic.
All exposed metal surfaces will be coated with acrylic polyurethane for a seamless appearance.
The tenant panels will be internally illuminated with LED lighting as the existing panels. The foundation
materials of the monument signs
will remain.
In staff’s review of the
proposed PUD amendment,
consideration was given to the
relationship the existing and
future in-line tenants have to
where the sign is located for
potential visibility opportunities
along US Rte 34; recently
approved amended PUD
agreements of increased multi-
tenant monument signage for
similar type commercial
developments and how the
proposed modified sign does not
significantly deviate from the
intent of the originally approved
PUD.
Planning & Zoning Commission Action:
Upon the review of the proposed Planned Unit Development (PUD) amendment request, it was
the action of the Planning and Zoning Commission to approve the following motion by vote:
In consideration of testimony presented during a Public Hearing on April 11, 2018 and the standards
for PUD approval and amendment, regarding a proposed increase in overall height by approximately
five (5) feet for two (2) existing freestanding business monument signs located at the Kendall
Marketplace retail development, the Planning and Zoning Commission recommends approval of the
Memorandum
To: City Council
From: Krysti Barksdale-Noble, Community Development Director
CC: Bart Olson, City Administrator
Jason Engberg, Senior Planner
Date: April 13, 2018
Subject: PZC 2018-02 Kendall Marketplace PUD Amendment for Signage
731 - 795 Erica Lane
amended Planned Unit Development (PUD) Agreement to the City Council as presented by the
Petitioner in a plan prepared by Aurora Sign Company, dated February 22, 2018.
Action Item:
Harker-yes; Vinyard-yes; Olson-yes; Goins- yes; Horaz-abstain; Gockman-yes
5 yes; 0 no; 1 abstain
1
BACKGROUND & REQUEST:
The applicant, Kendall Holdings I, LLC, is requesting an amendment to the Kendall Marketplace Planned
Unit Development to permit an increase in overall sign height by five (5) feet for two (2) existing freestanding
business monument signs which serve as the sole outdoor tenant signage for current and future tenants of the
partially developed Kendall Marketplace commercial development.
The approximately 150-acre commercial portion of the development, which has two (2) inline retail
buildings with major tenant anchors, two (2) stand alone big-box retailers (Target and Home Depot) and various
outlots, is a Planned Unit Development with underlining B-3 General Business District (formerly Service
Business District) zoning. The Planned Unit Development (PUD) and subsequent development conditions were
approved in 2006 via Ordinances 2006-88 and 2006-125 (see attached). While Ordinance 2006-88 approving
development conditions for Kendall Marketplace did not address specific signage criteria, the subsequent
amending Ordinance 2006-125 allowed for the for the installation of two (2) approximately 29’-4 H x 13’-0” W
(192 square foot sign area) freestanding business monument signs located along US Rte 34 (Veterans Parkway)
and near the intersection of Beecher Road and US Rte 34.
According to the applicant, the proposed increase in height for the two (2) existing monument signs is
needed to provide increased visibility for the remaining inline retail tenant spaces in the commercial development
Memorandum
To: Planning and Zoning Commission
From: Krysti J. Barksdale-Noble, Community Development Director
CC: Bart Olson, City Administrator
Jason Engberg, Senior Planner
Date: February 27, 2018
Subject: PZC 2018-02 Kendall Marketplace PUD Amendment for Signage
731 - 795 Erica Lane
2
as these units are not immediately adjacent to a major roadway; as well as provide additional business
identification along US Route 34 for the undeveloped commercial outlots.
EXISTING & PROPOSED SIGNAGE:
As previously mentioned, the two (2) 29’-4”
tall existing tenant monument signs are located along US
Rte 34 (Veterans Parkway) and near the intersection of
Beecher Road and US Rte 34, and are oriented
perpendicular to the roadway (see image below). The
EDC may recall, the existing sign along US 34 was
recently granted a variance to allow the sign to remain in
its current location, although is now within the IDOT
right-of-way as a result of the ongoing roadway widening
project.
The proposed reconstructed signs would increase the overall sign height to by five (5) feet to
approximately 35”-0’ tall by removing the existing sign cabinets, inserting new steel pipes on top and installing a
new cabinet piece near the bottom of the sign base and a sign cap/top. The new cabinet piece will allow for three
(3) rows of new tenant panels per sign. All new tenant panels will be fabricated of the same aluminum material of
the exiting sign panels, and will be routed for copy with push-through white acrylic.
3
All exposed metal surfaces will be coated with acrylic polyurethane for a seamless appearance. The tenant
panels will be internally illuminated with LED lighting as the existing panels. The foundation materials of the
monument signs will remain. Images of the proposed modified signs are provided below.
STAFF ANALYSIS:
The intent of a Planned Unit Development (PUD) is to provide flexibility from the rigidity of the
conventional zoning/bulk/signage regulations, if there is a greater benefit to the property and the City as a whole.
The applicant believes there is a greater benefit to offering new/existing in-line tenants as an incentive for
extending or confirming new leases and to the future tenants of the remaining undeveloped outlots in the Kendall
Marketplace development, should they be permitted to increase the overall height of the (two) existing
freestanding signage by five (5) feet. The addition of six (6) new tenant panels will provide needed visibility for
those businesses which do not have frontage along Veterans Parkway (US Route 34).
The City has previously approved amendments to Planned Unit Developments for increases or new
monument tenant signage which exceeds the maximum size and height requirement set forth in the Zoning
Ordinance. The following table compares the proposed modified signs and recently approved signs with Planned
Unit Development approval for commercial retail developments:
4
CURRENT ZONING
ORDINANCE
REGULATIONS FOR
MONUMENT SIGNS
HEARTLAND
BUSINESS CENTER
MONUMENT SIGN
(2013)
KENDALL
CROSSING
MONUMENT SIGN
(2014)
PROPOSED MODIFIED
KENDALL
MARKETPLACE
SIGNS
SIGN AREA
(Section 10-20-9-A-1)
• Max. 32 square feet
for lots less than three
(3) acres
• Max. 64 square feet
for lots three (3) or
more acres.
• Approx. 148
square feet
• Approx. 472 square
feet
• Approx. 255 square
feet
SIGN HEIGHT
(Section 10-20-9-A-1)
• Max. 12 feet in
height • 24 feet 8 inches • 31 feet 2 inches • Approx. 35 feet
YARD
REQUIREMENTS
(Section 10-20-6-C)
• Located at least 5’
from any driveway
and lot line.
• Signs taller than
thirty inches (30”)
shall not be located
within that part of the
yard or open area of a
corner lot included
within a triangular
area twenty-five feet
(25’) from the point
of intersection of two
street right of way
lines forming a corner
(line-of-sight).
• Located within the
front yard approx.
eleven feet (11’)
from the lot line
and more than five
(5) feet from a
driveway or drive
aisle.
• Not located within
a line-of-sight.
• Located within a
driveway median,
but more than 5’
from an
intersection.
• Not located within
a line-of-sight.
• Located within IDOT
right-of-way and less
than five (5) feet from
a driveway or drive
aisle and lot line.
• Not located within a
line-of-sight.
STANDARDS FOR PUD APPROVAL OR AMENDMENT:
The Planning and Zoning Commission may recommend approval of a special use for planned unit
development or amendments to a Planned Unit Development (PUD) upon considering the following (Section
10-8-10-A):
1. In what respect does the design of the planned unit development meet the requirements and design
standards of the development standards and design criteria.
2. The extent to which the proposed plan deviates and/or requires waivers of the bulk regulations in the
zoning ordinance and how the modifications in design standards from the subdivision control
regulations fulfill the intent of those regulations.
3. The extent of public benefit produced by the planned unit development, such as, but not limited to,
the adequacy of common open space and/or public recreational facilities provided; sufficient control
over vehicular traffic; provision of public services; provision and protection of the reasonable
enjoyment of land.
4. The relationship and compatibility, beneficial or adverse, of the planned unit development to the
adjacent properties and nearby land uses.
5. The extent to which the planned unit development fulfills the objectives of the future planning
objectives or other planning policies of the city.
5
6. The Planning and Zoning Commission finds the planned unit development satisfactorily meets the
standards for special use as defined in section 10-4-9 of the Zoning Ordinance which are as follows:
a. The establishment, maintenance or operation of the special use will not be unreasonably
detrimental to or endanger the public health, safety, morals, comfort or general welfare.
b. The special use will not be injurious to the use and enjoyment of other property in the
immediate vicinity for the purpose already permitted, nor substantially diminishes and impair
property values within the neighborhood.
c. The establishment of the special use will not impede the normal and orderly development and
improvement of surrounding property for uses permitted in the district.
d. Adequate utilities, access roads, drainage or other necessary facilities have been or are being
provided.
e. Adequate measures have been or will be taken to provide ingress or egress so designed as to
minimize traffic congestion in the public streets.
f. The special use shall in all other respects conform to the applicable regulations of the district
in which it is located, except as such regulations may in each instance be modified by the city
council pursuant to the recommendations of the planning and zoning commission.
STAFF RECOMMENDATION:
In staff’s review of the proposed PUD amendment, consideration was given to the relationship the
existing and future in-line tenants have to where the sign is located for potential visibility opportunities along US
Rte 34; recently approved amended PUD agreements of increased multi-tenant monument signage for similar type
commercial developments and how the proposed modified sign does not significantly deviate from the intent of
the originally approved PUD. Therefore staff recommends approval of the requested Planned Unit Development
(PUD) Amendment with regards to signage height increase, as proposed.
PROPOSED MOTION:
In consideration of testimony presented during a Public Hearing on April 11, 2018 and the standards for PUD
approval and amendment, regarding a proposed increase in overall height by five (5) feet for two (2) existing
freestanding business monument signs located at the Kendall Marketplace retail development, the Planning
and Zoning Commission recommends approval of the amended Planned Unit Development (PUD) Agreement
to the City Council as presented by the Petitioner in a plan prepared by Aurora Sign Company, dated February
22, 2018, and further subject to {insert any additional conditions of the Planning and Zoning Commission}…
Attachments:
1. Copy of Petitioner’s Application
2. Signage Plan prepared by Aurora Sign Company dated 02-22-18.
3. Original approved Signage for Kendall Marketplace
4. Public Hearing Notice.
PUBLIC NOTICE
NOTICE OF PUBLIC HEARING
BEFORE
THE UNITED CITY OF YORKVILLE
PLANNING & ZONING COMMISSION
PZC 2018-02
NOTICE IS HEREWITH GIVEN THAT Kendall Holdings I, LLC, petitioner, has filed
an application with the United City of Yorkville, Kendall County, Illinois, requesting
amendment to the Kendall Marketplace Planned Unit Development to permit an increase
in overall sign height by five (5) feet for two (2) existing freestanding business
monument signs for the purpose of added tenant panels in the Kendall Marketplace
commercial development. The real property is located at 731-795 Erica Lane in
Yorkville, Illinois.
The legal description is as follows:
LOTS 1-19, 21, 55 AND 57 IN KENDALL MARKETPLACE SUBDIVISION, BEING
A SUBDIVISION OF PART OF SECTIONS 19, 20 AND 29, TOWNSHIP 37 NORTH,
RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, RECORDED MAY 7,
2007 AS DOCUMENT NUMBER 200700014779 IN THE UNITED CITY OF
YORKVILLE, KENDALL COUNTY, ILLINOIS.
PINs: 02-20-353-008 (Part of Lot l); 02-29-131-005 (Part of Lot 1 ); 02-29-1 01-001 (Lot
2); 02-29-101-002 (Lot 3); 02-29-101 -003 (Lot 4); 02-29-101-004 (Lot 5); 02-29-131-
001 (Lot 6); 02-29-131-002 (Lot 7); 02-29-131-003 (Lot 8); 02-29-131-004 (Part of Lot
9); 02-20-381-008 (Part of Lot 9); 02-20-381-007 (Lot 10); 02-20-381-006 (Lot I I); 02-
20-381 -005 (Lot 12); 02-20-381-004 (Lot 13); 02-20-381-003 (Lot 14); 02-20-381 -002
(Lot 15); 02-19-481 -002 (Lot 16); 02-20-353-004 (Part of Lot 17); 02- 19-482-001 (Part
of Lot 17); 02-1 9-482-003 (Part of Lot 18); 02-20-353-005 (Part of Lot 18); 02-19-482-
002 (Part of Lot 19); 02-20-353-003 (Part of Lot 19); 02- 19-483-001 (Lot 21);02-19-
482-004 (Part of Lot 55); 02-20-353-006 (Part of Lot 55); 02-20-353-002 (Lot 57)
NOTICE IS HEREWITH GIVEN THAT the Planning and Zoning Commission for the
United City of Yorkville will conduct a public hearing on said application on Wednesday,
April 11, 2018 at 7 p.m. at the United City of Yorkville, City Council Chambers, located
at 800 Game Farm Road, Yorkville, Illinois 60560.
The public hearing may be continued from time to time to dates certain without further
notice being published.
Application and information materials regarding this notice are available for public
review and any questions or written comments should be addressed to the United City of
Yorkville Community Development Department, City Hall, 800 Game Farm Road,
Yorkville, Illinois. All interested parties are invited to attend the public hearing and will
be given an opportunity to be heard.
By order of the Corporate Authorities of the United City of Yorkville, Kendall County,
Illinois.
BETH WARREN
City Clerk
BY: Lisa Pickering
Deputy Clerk
Ordinance No. 2018-____
Page 1
STATE OF ILLINOIS )
) ss.
COUNTY OF KENDALL )
Ordinance No. 2018-_____
AN ORDINANCE OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS,
APPROVING AMENDED FREESTANDING SIGN CONDITIONS FOR
THE KENDALL MARKETPLACE PLANNED UNIT DEVELOPMENT
WHEREAS, the United City of Yorkville (the “City”) is a duly organized and validly
existing non home-rule municipality created in accordance with the Constitution of the State of
Illinois of 1970 and the laws of the State; and,
WHEREAS, the Mayor and City Council approved by Ordinance Number 2006-125
dated October 26, 2006, AN ORDINANCE AUTHORIZING THE EXECUTION OF AN
AMENDED AND RESTATED DEVELOPMENT AGREEMENT FOR KENDALL
MARKETPLACE, establishing an amendment to the Kendall Marketplace planned unit
development which was recorded in the office of the Kendall County Recorder as document
200700002839 on January 24, 2007; and,
WHEREAS, Kendall Holdings I, LLC, (the “Developer”) has filed an application to
amend the freestanding business monument sign design standards by increasing the sign height
by five feet for Kendall Marketplace contained in the planned unit Development Agreement;
and,
WHEREAS, the Planning and Zoning Commission convened and held a public hearing
on the 11th day of April, 2018, to consider the request for the approval of the amended sign
conditions of the planned unit development; and,
WHEREAS, the Planning and Zoning Commission reviewed the standards set forth in
Section 10-8-10 of the Zoning Ordinance in the Yorkville City Code and made a
recommendation to the Mayor and City Council (“the Corporate Authorities”) for approval of the
amended planned unit development conditions.
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 above recitals are incorporated herein and made a part of this Ordinance.
Ordinance No. 2018-____
Page 2
Section 2: That the Corporate Authorities hereby approve the amendment of Article III
paragraph 3.b of the planned unit Development Agreement by adding subparagraph ii to read as
follows:
“ii. Two (2) freestanding business monument signs may not be more than thirty five feet (35’) in
height.”
for the Subject Property, legally described as:
LOTS 1-19, 21, 55 AND 57 IN KENDALL MARKETPLACE SUBDIVISION, BEING
A SUBDIVISION OF PART OF SECTIONS 19, 20 AND 29, TOWNSHIP 37 NORTH,
RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, RECORDED MAY 7,
2007 AS DOCUMENT NUMBER 200700014779 IN THE UNITED CITY OF
YORKVILLE, KENDALL COUNTY, ILLINOIS,
with Property Index Numbers of:
02-20-353-008 (Part of Lot l); 02-29-131-005 (Part of Lot 1 ); 02-29-1 01-001 (Lot
2); 02-29-101-002 (Lot 3); 02-29-101 -003 (Lot 4); 02-29-101-004 (Lot 5); 02-29-131-
001 (Lot 6); 02-29-131-002 (Lot 7); 02-29-131-003 (Lot 8); 02-29-131-004 (Part of Lot
9); 02-20-381-008 (Part of Lot 9); 02-20-381-007 (Lot 10); 02-20-381-006 (Lot I I); 02-
20-381 -005 (Lot 12); 02-20-381-004 (Lot 13); 02-20-381-003 (Lot 14); 02-20-381 -002
(Lot 15); 02-19-481 -002 (Lot 16); 02-20-353-004 (Part of Lot 17); 02- 19-482-001 (Part
of Lot 17); 02-1 9-482-003 (Part of Lot 18); 02-20-353-005 (Part of Lot 18); 02-19-482-
002 (Part of Lot 19); 02-20-353-003 (Part of Lot 19); 02- 19-483-001 (Lot 21);02-19-
482-004 (Part of Lot 55); 02-20-353-006 (Part of Lot 55); 02-20-353-002 (Lot 57)
Section 3: This Ordinance shall be in full force and effect upon its passage, approval, and
publication as provided by law.
Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this
________ day of ____________________, 2018.
______________________________
CITY CLERK
CARLO COLOSIMO ________ KEN KOCH ________
JACKIE MILSCHEWSKI ________ ARDEN JOE PLOCHER ________
CHRIS FUNKHOUSER ________ JOEL FRIEDERS ________
SEAVER TARULIS ________ ALEX HERNANDEZ ________
Ordinance No. 2018-____
Page 3
Approved by me, as Mayor of the United City of Yorkville, Kendall County, Illinois, this
________ day of ____________________, 2018.
______________________________
MAYOR
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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:
See attached memo.
Reviewed By:
Legal
Finance
Engineer
City Administrator
Human Resources
Community Development
Police
Public Works
Parks and Recreation
Agenda Item Number
Planning and Zoning Commission #2
Tracking Number
PZC 2018-05
Kendall Marketplace PUD Amendment for Residential Lots
City Council - April 24, 2018
10/24/2006
Approval of Ord. 2006-125
Majority
Approval
Requested Planned Unit Development Amendment to revise the architectural
standards for single family residential units in Kendall Marketplace.
Krysti Barksdale – Noble, AICP Community Development
Name Department
Staff Recommendation Summary:
The applicant, McCue Builders, Inc., is requesting an amendment to the Kendall Marketplace
Planned Unit Development (PUD) to permit a revision to Article III of the agreement regarding design
standards for the new construction of single-family residential units within the currently platted, but
undeveloped, portion of the property. The single-family residential portion of the development consists of
28 parcels on nearly 9-acres of land. The Planned Unit Development (PUD) and subsequent development
conditions for the residential portion was approved in 2006 via Ordinance 2006-125. Per this ordinance,
special provisions for design standards were established for the single-family detached residential units
which are as follows:
1. Masonry products shall be incorporated on the front façade of 75% of the total units.
2. A minimum of 75% of the front façade of each building shall incorporate masonry products. A
10% reduction of the required masonry area will be given for each major architectural feature on
the front façade.
3. A minimum of 50% of each building elevation shall incorporate premium siding material.
4. Primary structures shall be constructed upon either a basement or foundation – “slab”
construction shall not be used.
According to the applicant, the current material and design standards for the exterior of the
residential units is cost prohibitive and not keeping with the price point offered or warranted for the
development. The development’s existing standards, while specific to mainly building material, did not
necessarily enhance architectural interest or encourage creative non-monotonous community design.
Additionally, the current Appearance Code, which would be the default design standards if the PUD had
not required the added provisions, solely focuses on similarities in dwelling appearances.
However, the proposed new design standards proposed by the applicant requires at least three (3)
architectural features on the front elevation of all homes (covered porches, grilles on windows and raised
panel garage doors) in addition to higher grade roof shingles and steeper pitched roof slopes. For those
homes with front elevations without masonry products, the applicant proposes window details, garage
door features and premium siding materials.
Planning & Zoning Commission Action:
Upon the review of the proposed Planned Unit Development (PUD) amendment request, it was
the action of the Planning and Zoning Commission to approve the following motion by vote:
In consideration of testimony presented during a Public Hearing on April 11, 2018 and the standards
for PUD approval and amendment, the Planning and Zoning Commission recommends approval of an
amendment to the Kendall Marketplace Planned Unit Development Agreement to permit a revision to
the design standards for new construction residential lots within the Kendall Marketplace development,
as presented by staff in a memorandum dated April 4, 2018.
Action Item:
Harker-yes; Vinyard-yes; Olson-yes; Goins- yes; Horaz-yes; Gockman-yes
6 yes; 0 no
Memorandum
To: City Council
From: Krysti Barksdale-Noble, Community Development Director
CC: Bart Olson, City Administrator
Jason Engberg, Senior Planner
Date: April 13, 2018
Subject: PZC 2018-05 Kendall Marketplace PUD Amendment for Residential Lots
Lots 24 -51 along Blackberry Shore Lane
1
BACKGROUND & REQUEST:
The applicant, McCue Builders, Inc., is requesting an amendment to the Kendall Marketplace Planned
Unit Development (PUD) to permit a revision to Article III of the agreement regarding design standards for the
new construction of single-family residential units within the currently platted, but undeveloped, portion of the
property.
The single-family
residential portion of the
development consists of 28
parcels on nearly 9-acres of
land. The Planned Unit
Development (PUD) and
subsequent development
conditions for the residential
portion was approved in 2006
via Ordinance 2006-125 (see
attached).
Per this ordinance,
special provisions for design
standards were established for
the single-family detached
residential units which are as
follows:
1. Masonry products
shall be incorporated
on the front façade of
75% of the total units.
2. A minimum of 75% of the front façade of each building shall incorporate masonry products. A 10%
reduction of the required masonry area will be given for each major architectural feature on the front
façade.
3. A minimum of 50% of each building elevation shall incorporate premium siding material.
4. Primary structures shall be constructed upon either a basement or foundation – “slab” construction shall
not be used.
According to the applicant, the current material and design standards for the exterior of the residential
units is cost prohibitive and not keeping with the price point offered or warranted for the development.
EXISTING & PROPOSED DESIGN STANDARDS:
On June 14, 2005, the United City of Yorkville approved Ordinance No. 2005-51 which adopted an
Appearance Code as part of the Building Regulations (see attached). Among the objectives of the Appearance
Code is to foster sound and harmonious design of new buildings and sites, establish standards for new
Memorandum
To: Planning and Zoning Commission
From: Krysti J. Barksdale-Noble, Community Development Director
CC: Bart Olson, City Administrator
Jason Engberg, Senior Planner
Date: April 4, 2018
Subject: PZC 2018-05 Kendall Marketplace PUD Amendment for Residential Lots
Lots 24 -51 along Blackberry Shore Lane
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construction and development and encourage creative non-monotonous community designs utilizing design
professionals.
Per this ordinance, the provisions of the Appearance Code is applicable to residential, commercial and
industrial land uses seeking building permit approval for new construction, or building permit approval for
additions to existing commercial or industrial buildings where the cumulative addition(s) are equal to 10% of the
area or 200 sq. ft., whichever is greater.
The City’s Appearance Code does not apply to industrial accessory structures (although these structures
should complement the main structure), buildings where siding is being replaced with similar siding material, or
any Planned Unit Development (PUD) already approved prior to the adoption of the ordinance unless so
stipulated in the PUD.
While the Appearance Code does provide specific criteria for both residential and non-residential
uses, the regulations are very general in nature and relate mostly to anti-monotony standards (i.e., no two
dwelling units with similar appearance shall be located adjacent to or across the street from each other) with
regard to single family detached units and site planning and building design elements for single-family
attached and multiple family dwelling units. Non-residential uses (commercial and industrial) Appearance
Code standards focus on the relationship of buildings to the site, relationship of the site to the adjoining area
and building design.
Subsequent to the approval of the Appearance Code in 2005, the United City of Yorkville adopted
new Comprehensive Plan Design Guidelines on May 26, 2009 (see attached). Unlike the Appearance Code
Ordinance, the Design Guidelines were not codified as part of the Municipal Code and therefore, are
advisory only.
These guidelines are intended to “maintain the unique character and acknowledge the heritage of
Yorkville” by establishing principles related to overall planning, site planning, landscaping and community
character. Again, the applicability of these guidelines are limited to all new developments constructed after
its adoption and does not apply to lots which have buildings constructed upon them prior to its adoption with
the exception of properties substantially redeveloped, rezoned to which a special use is being requested.
Substantial redevelopment consists of any construction activity that will result in a greater than 25% increase
to the existing square footage or the addition of twelve (12) or more parking spaces.
Staff has routinely referenced both documents in our review of applicable developments,
with the most recent being the Kendall Crossing, Anthony Place Senior Apartments and Cedarhurst Living
developments. Since most of the residential planned developments were approved through annexation
agreements with ordinance and fee locks associated, staff has deferred to those documents during compliance
reviews.
Although the Kendall Marketplace PUD was approved after the adoption of the Appearance Code and
would be subject to its standards, it was approved prior to the adoption of Design Guidelines and is not subject to
those more specific aesthetic criteria. However, the PUD provided specific design provisions which were in
addition to those required in the Appearance Code.
The following page has a comparison chart of the existing Kendall Marketplace PUD design standards for
single-family detached residential units, current Appearance Code standards and the applicant’s proposed
amendments:
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EXISTING KMP PUD DESIGN
STANDARDS
CURRENT APPEARANCE CODE
DESIGN STANDARDS
PROPOSED NEW DESIGN
STANDARDS
Masonry Products on 75% of the
total units
Minimum of 75% of the front
façade of each building to
incorporate masonry products.
(10% reduction of the required
masonry area will be given for each
major architectural feature on
front façade)
Minimum of 50% of each building
elevation to incorporate premium
siding material.
Primary structure shall be
constructed upon either a basement
or foundation – “slab” construction
shall not be used.
No residential dwellings shall be
similar in appearance unless two (2)
or more buildings of dissimilar design
separate the buildings.
A newly constructed residential
building shall be dissimilar in
appearance to another residential
building across the street from, or
adjacent to the newly constructed
building.
A residential dwelling on a corner lot
is not considered similar to one
adjacent to it if the two (2) dwellings
face different streets.
On cul-de-sacs not more than two (2)
dwellings shall be similar in
appearance on any lots having front
lot lines contributing to the arc of the
cul-de-sac.
All homes shall have some type of
covered porch on the front elevation.
All homes shall have a 2-car garage
with raised panel garage doors.
All front elevation windows shall
have grilles in the windows.
All homes shall have architectural
shingles.
At least 75% of the homes shall have
at least a 7/12 pitch on the main roof.
At least 75% of the homes shall have
at least a 10/12 pitch on the front
gables
At least 75 % of the homes shall have
at least 25% brick or stone on the first
floor elevation on the walls that run
parallel to the street.
Homes that do not have any brick or
stone on the front elevation shall be
required to have the following:
-All windows on the front elevation
shall have shutters or be wrapped
with 4” trim
-Windows in the upper panel of the
garage door
-Some type of Shake siding or Batten
Board siding on front elevation.
STAFF ANALYSIS:
The intent of a Planned Unit Development (PUD) is to provide flexibility from the rigidity of the
conventional regulations of the code while offering a greater benefit to the property and the City as a whole. The
development’s existing standards, while specific to mainly building material, did not necessarily enhance
architectural interest or encourage creative non-monotonous community design. Additionally, the current
Appearance Code, which would be the default design standards if the PUD had not required the added provisions,
solely focuses on similarities in dwelling appearances.
However, the proposed new design standards proposed by the applicant requires at least three (3)
architectural features on the front elevation of all homes (covered porches, grilles on windows and raised panel
garage doors) in addition to higher grade roof shingles and steeper pitched roof slopes. For those homes with front
elevations without masonry products, the applicant proposes window details, garage door features and premium
siding materials.
For your consideration, the petitioner has provided the following sample elevations of four (4) models of
homes the applicant has planned for the Kendall Marketplace development:
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STANDARDS FOR PUD APPROVAL OR AMENDMENT:
The Planning and Zoning Commission may recommend approval of a special use for planned unit
development or amendments to a Planned Unit Development (PUD) upon considering the following (Section
10-8-10-A):
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1. In what respect does the design of the planned unit development meet the requirements and design
standards of the development standards and design criteria.
2. The extent to which the proposed plan deviates and/or requires waivers of the bulk regulations in the
zoning ordinance and how the modifications in design standards from the subdivision control
regulations fulfill the intent of those regulations.
3. The extent of public benefit produced by the planned unit development, such as, but not limited to,
the adequacy of common open space and/or public recreational facilities provided; sufficient control
over vehicular traffic; provision of public services; provision and protection of the reasonable
enjoyment of land.
4. The relationship and compatibility, beneficial or adverse, of the planned unit development to the
adjacent properties and nearby land uses.
5. The extent to which the planned unit development fulfills the objectives of the future planning
objectives or other planning policies of the city.
6. The Planning and Zoning Commission finds the planned unit development satisfactorily meets the
standards for special use as defined in section 10-4-9 of the Zoning Ordinance which are as follows:
a. The establishment, maintenance or operation of the special use will not be unreasonably
detrimental to or endanger the public health, safety, morals, comfort or general welfare.
b. The special use will not be injurious to the use and enjoyment of other property in the
immediate vicinity for the purpose already permitted, nor substantially diminishes and impair
property values within the neighborhood.
c. The establishment of the special use will not impede the normal and orderly development and
improvement of surrounding property for uses permitted in the district.
d. Adequate utilities, access roads, drainage or other necessary facilities have been or are being
provided.
e. Adequate measures have been or will be taken to provide ingress or egress so designed as to
minimize traffic congestion in the public streets.
f. The special use shall in all other respects conform to the applicable regulations of the district
in which it is located, except as such regulations may in each instance be modified by the city
council pursuant to the recommendations of the planning and zoning commission.
STAFF RECOMMENDATION:
It is staff’s recommendation to approve the proposed amended design elements for this development as
they are more substantial than for newly constructed homes in other residential subdivisions approved under the
current Appearance Code standards.
PROPOSED MOTION:
In consideration of testimony presented during a Public Hearing on April 11, 2018 and the standards for
PUD approval and amendment, the Planning and Zoning Commission recommends approval of an
amendment to the Kendall Marketplace Planned Unit Development Agreement to permit a revision to the
design standards for new construction residential lots within the Kendall Marketplace development, as
presented by staff in a memorandum dated April 4, 2018 and further subject to {insert any additional
conditions of the Planning and Zoning Commission}…
PUBLIC NOTICE
NOTICE OF PUBLIC HEARING
BEFORE
THE UNITED CITY OF YORKVILLE
PLANNING & ZONING COMMISSION
PZC 2018-05
NOTICE IS HEREWITH GIVEN THAT McCue Builders, Inc., petitioner, has filed an
application with the United City of Yorkville, Kendall County, Illinois, requesting
amendment to the Kendall Marketplace Planned Unit Development Agreement to permit
a revision to Article III of said agreement regarding Design Standards for new
construction residential lots within the Kendall Marketplace development. The real
property is generally located north of US 34, west of Cannonball Trail, immediately north
of Blackberry Shore Lane in Yorkville, Illinois.
The legal description is as follows:
LOTS 24 TO 51, IN KENDALL MARKETPLACE SUBDIVISION, BEING A
SUBDIVISION OF PART OF SECTIONS 19, 20, AND 29, TOWNSHIP 37 NORTH,
RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, RECORDED MAY 7,
2007 AS DOCUMENT NUMBER 20070001 4779 IN THE UNITED CITY OF
YORKVILLE, KENDALL COUNTY, ILLINOIS.
NOTICE IS HEREWITH GIVEN THAT the Planning and Zoning Commission for the
United City of Yorkville will conduct a public hearing on said application on Wednesday,
April 11, 2018 at 7 p.m. at the United City of Yorkville, City Council Chambers, located
at 800 Game Farm Road, Yorkville, Illinois 60560.
The public hearing may be continued from time to time to dates certain without further
notice being published.
Application and information materials regarding this notice are available for public
review and any questions or written comments should be addressed to the United City of
Yorkville Community Development Department, City Hall, 800 Game Farm Road,
Yorkville, Illinois. All interested parties are invited to attend the public hearing and will
be given an opportunity to be heard.
By order of the Corporate Authorities of the United City of Yorkville, Kendall County,
Illinois.
BETH WARREN
City Clerk
BY: Lisa Pickering
Deputy Clerk
Ordinance No. 2018-___
Page 1
STATE OF ILLINOIS )
) ss.
COUNTY OF KENDALL )
Ordinance No. 2018-_____
AN ORDINANCE OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS,
APPROVING AMENDED CONDITIONS FOR
THE KENDALL MARKETPLACE PLANNED UNIT DEVELOPMENT
WHEREAS, the United City of Yorkville (the “City”) is a duly organized and validly
existing non home-rule municipality created in accordance with the Constitution of the State of
Illinois of 1970 and the laws of the State; and,
WHEREAS, the Mayor and City Council approved by Ordinance Number 2006-125
dated October 26,2006, AN ORDINANCE AUTHORIZING THE EXECUTION OF AN
AMENDED AND RESTATED DEVELOPMENT AGREEMENT FOR KENDALL
MARKETPLACE, establishing an amendment to the Kendall Marketplace planned unit
development which was recorded in the office of the Kendall County Recorder as document
200700002839 on January 24, 2007; and,
WHEREAS, McCue Builders Inc. (the “Developer”) has filed an application to amend
the final planned unit development single-family detached residential unit design standards for
Kendall Marketplace contained in the planned unit Development Agreement; and,
WHEREAS, the Planning and Zoning Commission convened and held a public hearing
on the 11th day of April, 2018, to consider the request for the approval of the amended conditions
of the planned unit development; and,
WHEREAS, the Planning and Zoning Commission reviewed the standards set forth in
Section 10-8-10 of the Zoning Ordinance in the Yorkville City Code and made a
recommendation to the Mayor and City Council (“the Corporate Authorities”) for approval of the
amended planned unit development conditions.
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 above recitals are incorporated herein and made a part of this Ordinance.
Ordinance No. 2018-___
Page 2
Section 2: That the Corporate Authorities hereby approve the amendment of Article III
paragraph 1 of the planned unit Development Agreement by deleting said paragraph and adding
the following:
“1. Single-family Detached Residential Unit Design Standards:
a. All homes shall have some type of covered porch on the front elevation,
b. All homes shall have a 2-car garage with raised panel garage doors,
c. All front elevation windows shall have grilles in the windows,
d. All homes shall have architectural shingles,
e. At least 75% of the homes shall have at least a 7/12 pitch on the main roof,
f. At least 75% of the homes shall have at least 25% brick or stone on the first floor
elevation on the walls that run parallel to the street, and
g. Homes that do not have any brick or stones on the front elevation shall be required to
have the following:
1) All windows on the front elevation shall have shutters or be wrapped with 4 inch trim,
2) Windows in the upper panel of the garage door, and
3) Some type of Shake siding or Batten Board siding on the front elevation.”
for the Subject Property, legally described as:
Lots 24 through 51, in Kendall Marketplace Subdivision, being a subdivision of part of Sections
19, 20, and 29, Township 37 North, Range 7 East of the third principal meridian, recorded May
7, 2007 as document number 200700014779 in the United City of Yorkville, Kendall County,
Illinois,
with Property Index Number(s) of 02-20-354-006; 02-20-354-005; 02-20-354-004; 02-20-354-
003; 02-20-354-002; 02-20-380-002; 02-20-380-001; 02-20-380-003; 02-20-354-001; 02-20-
352-010; 02-20-380-004; 02-19-480-008; 02-19-480-007; 02-19-480-006; 02-19-480-005; 02-
19-480-004; 02-19-480-003; 02-20-352-009; 02-20-352-008; 02-20-352-007; 02-20-352-005;
02-20-352-004; 02-20-352-003; 02-20-352-001; 02-19-480-002; 02-19-480-009; 02-20-352-002;
02-20-352-006; 02-19-480-001.
Section 3: This Ordinance shall be in full force and effect upon its passage, approval, and
publication as provided by law.
Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this
________ day of ____________________, 2018.
______________________________
CITY CLERK
CARLO COLOSIMO ________ KEN KOCH ________
JACKIE MILSCHEWSKI ________ ARDEN JOE PLOCHER ________
CHRIS FUNKHOUSER ________ JOEL FRIEDERS ________
SEAVER TARULIS ________ ALEX HERNANDEZ ________
Ordinance No. 2018-___
Page 3
Approved by me, as Mayor of the United City of Yorkville, Kendall County, Illinois, this
________ day of ____________________, 2018.
______________________________
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:
See attached memo.
Reviewed By:
Legal
Finance
Engineer
City Administrator
Human Resources
Community Development
Police
Public Works
Parks and Recreation
Agenda Item Number
Planning and Zoning Commission #3
Tracking Number
PZC 2018-04 and EDC 2018-29
Prestwick of Yorkville (YCHS) – 3rd Annexation Agreement & Final Plat Amendment
City Council - April 24, 2018
05/13-14
Approval of Ord. 2014-57
PC 2014-07
Supermajority (Annex Agr. Amend) Majority (Final Plat)
Vote
Requested 3rd Amendment to the Annexation Agreement regarding required access off of
Ashley Road & IL Rte. 126 &Ashley Road intersection improvements & Final Plat approval
Krysti Barksdale – Noble, AICP Community Development
Name Department
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Summary
As the City Council will recall, the petitioners, John and Michelle Stewart, purchased the
incomplete Prestwick of Yorkville subdivision in March 2013 and were granted approval of an
amendment to the original annexation agreement (Ord. 2013-56) with a revised final plat of Unit 2 to
construct a new Christian high school focused on agricultural studies in October 2014. As originally
proposed, the school would have a maximum student capacity of 850 students but would be
constructed in phases with the first phase accommodating about 100 students. The 2013 overall site
plan indicated a school size of approximately 25,000 square feet with primary school traffic
occurring off of Ashley Road, as illustrated below.
Since that time, the applicants have secured the a permit from the Illinois Department of
Transportation (IDOT) to make intersection improvements at Route 126 and Penman Road, work
towards the completion of punch list items in Unit 1 of the subdivision, and obtain earthwork and
foundation permits for the school site. However, no intersection or roadway improvements to IL
Route 126 at Penman, intersection of Ashley Road and IL Route 126, nor the Ashley Road
improvements adjacent to school lot have occurred.
Memorandum
To: City Council
From: Krysti J. Barksdale-Noble, Community Development Director
CC: Bart Olson, City Administrator
Date: April 13, 2018
Subject: PZC 2018-04 Prestwick of Yorkville – Yorkville Christian School
Request for 3rd Amendment to Annexation Agreement
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The petitioners originally sought to amend the current annexation agreement to relieve them
from completing required intersection improvements to Ashley Road and Illinois Route 126, and
constructing an access roadway off of Ashley Road from the Yorkville Christian school site until
such time homes in Phase II of the Prestwick (Ashley Pointe) development are being constructed.
However, upon feedback from staff, the Economic Development Committee (EDC) and the
feedback during a public hearing on April 10, 2018, the petitioners are now seeking to complete
the construction of the Ashley Road & IL 126 and the Ashley Road access for the school
improvements within seven (7) years from the date of ordinance approval.
Additionally, and not part of the amended annexation agreement request, the petitioner’s
have revised the overall layout of the school site and increased the building pad size to 52,000 square
feet to accommodate 300 students and an indoor gymnasium. Staff has learned since the April 10th
public hearing by way of the recent submittal of full building plans, that the actual total overall
building area for the school will be 75,600 square feet. This includes a 1st floor of 49,500 square
feet, two (2) mezzanine areas of 21,600 square feet (10,800 square feet each) and a basement
area of 4,500 square feet. It should be noted, this change does not alter the proposed site plan,
the projected student population or required parking calculations.
Project Background
Below is a chronological bullet point summation of the City Council approvals related to this
project since the purchase of the stalled development by the current petitioners:
Per the amended Annexation Agreement approved in 2013 (Ord. No. 2013-56) Lot 358 of the
original Final Plat was resubdivided for the purpose of accommodating the new private high
school.
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Per Ordinance 2013-56, the developer was given credit against all City and County required
road impact fees to which would be collected at time of building permit issuance based upon
the understanding that the developer would make roadway improvements to IL Route 126 at
Penman, Ashley Road and IL Route 126 intersection and Ashley Road improvements
adjacent to Lot 358 where the new school will be located.
Per Ordinance 2013-56, the Developer agreed to provide all required security for the high
school development and roadways.
Per Ordinance 2013-56, the City agreed to allow the school to open with forty percent (40%)
of the required parking in place and the remaining sixty percent (60%) to be land banked and
installed as determined by the City.
Ordinance 2014-57, approved in October 2014 authorizing the Final Plat for the school,
stipulated in Exhibit B that the improvements to IL Route 126 at Penman and IL Route 126 at
Ashley Road must be substantially completed prior to the issuance of an occupancy permit
for the school.
Ordinance 2014-26, approved in May 2014, allowed for the release/reduction in the security
requirements for the roadway completion as part of the development with the written
acknowledgement and agreement by the Owner/Developer that no certificate of occupancy
for the school or any other structure constructed on the property will be issued by the City
until such time a deposit sufficient for the roadway improvements related to the Il Route 126
intersection with IDOT has been provided.
Annexation Agreement Amendment
Section 2 of the Second Amendment stated that “the Developer will provide any required
security for the high school improvements, including roadways”. Per the recent public hearing, the
developers’ revised request has been amended to stipulate the proposed new language below:
a. The Developer acknowledges its responsibility for all required security for
the high school improvements, including roadways.
b. Owner/Developer agrees not to construct any permanent access roadway from
the Yorkville Christian School site to Ashley Road until the intersection
improvements for Ashley Road and Route 126 are completed.
c. The City agrees that a temporary emergency access off of Ashley Road shall
be constructed.
d. The City agrees that the intersection improvements for Ashley Road and
Route 126 (Intersection Improvements) shall be completed by
Owner/Developer within seven (7) years from the date of the execution of
this Third Amendment (“Intersection Improvement Completion Date”).
e. Developer will perform the necessary engineering, prepare the necessary
application, and prepare the necessary drawings and plans to apply to Illinois
Department of Transportation (IDOT) for the permit to complete the
Intersection Improvements, apply for the permit from IDOT and install the
Intersection Improvements pursuant to the permit issued by IDOT on or
before the Intersection Improvement Completion Date.
f. Developer shall not be responsible for delays caused by the following: acts of
God, fire, strikes, war, riots, governmental regulation or restriction, labor or
material shortages, damage by the elements, force majeure, or any other cause
or casualty beyond the control of Developer that might delay the installation
of the Intersection Improvements.
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g. The City requires security from Developer/Owner for the Intersection
Improvements at Route 126 and Ashley Road, said security to be released at
such time as Owner/Developer has deposited sufficient security for said
Intersection Improvements with IDOT, and the City has received
confirmation from IDOT of the receipt of such security.
All other provisions of the original, First and Second amended annexation agreements will
remain in effect.
The evolution of the above final recommended annexation agreement amendment language occurred
as follows:
1. Petitioners’ application (March 2) proposed to postpone the commencement of
intersection improvements to Ashley Road and IL Rte. 126 and Ashley Road until the
final platting of Unit 2 in the Prestwick Subdivision.
2. Plan Council’s (March 22) recommendation was to postpone the commencement of
intersection improvements to Ashley Road and IL Rte. 126 and Ashley Road until
issuance of the 75th permit for final certificate of occupancy within Unit 1 of the
Prestwick Subdivision.
3. Economic Development Committee (EDC) (April 3) discussion resulted in a
recommendation of postponement of the completion of intersection improvements to
Ashley Road and IL Rte. 126 and Ashley Road by the issuance of the 75th permit for
final certificate of occupancy or within 7 years, whichever comes first (incorrectly
interpreted by staff and the petitioners as the commencement of construction rather
than the completion of constructions)
4. City Council public hearing (April 10) Staff clarifies the threshold for the intersection
improvements to Ashley Road and IL Rte. 126 and Ashley Road is by the completion
of the 75th permit for final certificate of occupancy or within 7 years, whichever
comes first. However, the petitioners request is for the deletion of the 75th permit
threshold, leaving just the 7 year timeframe for the completion of all roadway
improvements.
5. Current proposal before the City Council (April 24) is the completion of all roadway
improvements to Ashley Road and IL Rte. 126 and Ashley Road be completed within
7 years from the date of this ordinance approval.
Traffic Study Analysis:
The petitioner’s have provided an addendum to the original Traffic Study prepared in 2013
by KLOA Inc., transportation engineers. The original Traffic Study took into consideration the traffic
impacts of the proposed school at maximum enrollment (850 students), Phase I and Phase II
residential build out and the utilization of two (2) access roads that will serve the development,
Ashley Road and the intersection of IL Rte 126 and Penman. Ashley Road was to serve as the
primary access point for the school traffic, while IL Rte 127 and Penman would be a secondary
access point for the school and the main access for the residential units. This report also assumed a
2% rate of traffic growth per year. At the conclusion of the study, it was determined that the addition
of the new traffic generated from the school and full build-out of the Prestwick subdivision (Phases I
and II) could be accommodated by the required roadway improvements to IL Rte. 126 and Penman,
IL Rte. 126 and Ashley Road and Ashley Road. Further it was recommended that westbound left-turn
lanes should be provided on Il Rte. 126 at the intersections with Ashley Road and Penman Road.
5
The addendum prepared by KLOA, Inc. dated February 16, 2018, considered the revised site
plan, school enrollment at full capacity (850 students) and the build out of only Phase I of the
subdivision with the only vehicular access off of IL Rte. 126 and Penman Road. The report also
projected a 1% rate of traffic growth per year. The findings of the traffic addendum concluded the
connection to Ashley Road for the school was not needed to accommodate the estimated traffic
generated by both the school and the complete build-out of the residential homes in Phase I of the
development.
Since the assumptions in the addendum to the traffic study were incongruent with those used in
the original study, staff requested additional information be provided. The attached revised traffic
impact study analyzed the impacts of a proposed 850-student high school at full capacity within the
existing 108-single-family home residential subdivision. It is the conclusion of the study that the
intersection of IL 126 and Penman Road will accommodate and support the traffic from the proposed
school and also residential development by providing the recommended improvements of an
eastbound right-turn lane and a westbound left-turn lane on IL 126, as well as providing a separate
northbound left-turn lane and a northbound right-turn lane on Penman Road.
Additionally, the petitioner has contacted IDOT for confirmation and concurrence that the traffic
study’s conclusions are accurate with regards to Il Rte 126 and Penman Road being able to
accommodate the student and resident vehicular traffic. The petitioners have not received a response
from IDOT since it resubmitted their revised engineering plans a few weeks ago. We anticipate there
will not be an issue with the traffic study’s findings or revised engineering plans; however, should
there be any comments from IDOT on the plans, staff can easily incorporate as a punchlist work
item.
Staff Comments/Recommendations:
Staff is supportive of recommending the roadway improvements (access point) off of Ashley
Road adjacent to the school site and the intersection of IL Rte 126 and Ashley Road be completed
within seven (7) years from the date of ordinance execution for the 3rd amendment, in addition
to posting sufficient security deposit in the form of a letter of credit, bond or cash to cover the
required future roadway improvements.
Attachments:
1. Draft Revised Ordinance
2. Staff’s Memo to the City Council dated April 3, 2018.
3. Copy of Petitioners’ Amended Annexation Agreement Application.
4. Ordinance No. 2013-56 1st Amended Annexation Agreement.
5. Ordinance No. 2014-26 2nd Amended Annexation Agreement.
6. Plan Council Memorandum dated March 13, 2018 prepared by the Community
Development Director.
7. EEI Review letter dated March 14, 2018 prepared by Brad Sanderson, City Engineer.
8. Revised Traffic Study Addendum dated March 30, 2018, prepared by KLOA
9. Copy of Public Notice
Ordinance No. 2018-___
Page 1
Ordinance No.2018- ______
AN ORDINANCE OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY,
ILLINOIS, APPROVING A THIRD AMENDMENT TO THE ANNEXATION
AGREEMENT OF YORKVILLE FARMS DEVELOPMENT AND THE UNITED CITY
OF YORKVILLE
(Prestwick of Yorkville Subdivision)
WHEREAS, the United City of Yorkville, Kendall County, Illinois (the “City”) is a duly
organized and validly existing non home-rule municipality created in accordance with the
Constitution of the State of Illinois of 1970 and the laws of the State; and,
WHEREAS, Section 11-15.1-1 et seq. of the Illinois Municipal Code (65 ILCS 5/11-
15.1-1 et. seq.) grants the City with authority to enter into an annexation agreement with one or
more owners of land in an unincorporated territory; and,
WHEREAS, on April 26, 2005, by Ordinance No. 2005-30, the Mayor and City Council
(the “Corporate Authorities”) authorized the execution of an Annexation Agreement of
Yorkville Farm Development (the “Original Agreement”), which Original Agreement was
recorded with the Kendall County Recorder’s Office on December 19, 2005 as document
#200500039118; the Original Agreement, among other things, provided for the zoning of an
approximately 190 acre parcel of real property (the “Property”) owned by John C. Stewart and
Michelle L. Stewart (the “Owners”) as R-2 Single Family Resident District; and,
WHEREAS, on October 8, 2013 and May 27, 2014, by Ordinance Nos. 2013-56 and
2014-26, the Corporate Authorities approved first and second amendments to the Original
Agreement, which amendments were recorded with the Kendall County Recorder’s Office on
October 30, 2013 and February 3, 2015 as document #201300022150 and document
#201500001628, respectively; said amendments approved a revised plat of subdivision,
established permitted uses for a portion of the Property to be developed as a school, changed the
Ordinance No. 2018-___
Page 2
name of the subdivision provided for in the Original Agreement to Ashley Pointe, and revised
certain aspects of the Owners’ security requirements; and,
WHEREAS, the Owner/Developer has now requested to amend the Original Agreement
and subsequent amendments thereto to delay the construction of certain intersection roadway
improvements to Ashley Road and Route 126; and,
WHEREAS, the Corporate Authorities believe it to be in the best interests of the City
and its residents to grant the Owners’ request pursuant to the terms and conditions as set forth in
a third amendment.
NOW, THEREFORE, BE IT ORDAINED by the Mayor and City Council of the
United City of Yorkville, Kendall County, Illinois, as follows:
Section 1. That the recitals in the preambles to this Ordinance are incorporated into this
Section 1 as if fully set forth herein.
Section 2. That the Third Amendment to the Annexation Agreement of Yorkville Farms
Development and the United City of Yorkville, attached hereto and made a part hereof, is hereby
approved and the Mayor, City Clerk, and City Administrator are hereby authorized to execute
and deliver said Third Amendment and undertake any and all actions as may be required to
implement its terms on behalf of the City.
Section 3. This Ordinance shall be in full force and effect from and after its passage and
approval as provided by law.
Passed by the City Council of the United City of Yorkville, Kendall County, Illinois,
this ____ day of ___________________, A.D. 2018.
______________________________
CITY CLERK
Ordinance No. 2018-___
Page 3
CARLO COLOSIMO ________ KEN KOCH ________
JACKIE MILSCHEWSKI ________ ARDEN JOE PLOCHER ________
CHRIS FUNKHOUSER ________ JOEL FRIEDERS ________
SEAVER TARULIS ________ ALEX HERNANDEZ ________
APPROVED by me, as Mayor of the United City of Yorkville, Kendall County, Illinois,
this ____ day of ___________________, A.D. 2018.
____________________________________
MAYOR
Attest:
______________________________
CITY CLERK
173403/1
THIRD AMENDMENT TO THE ANNEXATION AGREEMENT OF YORKVILLE
FARMS DEVELOPMENT AND THE UNITED CITY OF YORKVILLE
(Prestwick of Yorkville Subdivision)
This Third Amendment to the Annexation Agreement of Yorkville Farm Development
(Prestwick of Yorkville Subdivision) (the “Amendment”), is made and entered into this ___ day
of __________, 2018, by and between the United City of Yorkville, Kendall County, Illinois, a
municipal corporation (the “City”), and the owner of record John C. Stewart and Michelle L.
Stewart (“Owner” or “Developer” or “Owner/Developer”).
WITNESSETH
WHEREAS, Owner owns fee simple title to the real property which is legally described
in Exhibit A attached hereto, consisting of approximately 190 acres, more or less (hereinafter
“Property”); and,
WHEREAS, on April 26, 2005, the Mayor and City Council (the “Corporate
Authorities”) entered into an Annexation Agreement of Yorkville Farm Development (the
“Original Agreement”) which provided for the zoning of the Property as R-2 Single Family
Resident District established the required infrastructure and public improvements deemed
necessary to serve the Property when developed, and set forth the required donations, fees and
security to guarantee the completion and maintenance of the public improvements; and,
WHEREAS, on October 8, 2013, the Corporate Authorities approved the First
Amendment to the Annexation Agreement of Yorkville Farms Development and the United City
of Yorkville (Prestwick of Yorkville Subdivision) (the “First Amendment”) which among other
things, approved a revised plat of subdivision; established permitted uses for a portion of the
Property to be developed as a school, changed the name of the Subdivision to Ashley Pointe; and
revised the security requirements of the Owner/Developer to include security for the school
improvements including roadways; and,
WHEREAS, on May 27, 2014, the Corporate Authorities approved the Second
Amendment to the Annexation Agreement of Yorkville Farms Development and the United City
of Yorkville (Ashley Pointe Subdivision f/k/a Prestwick of Yorkville) (the “Second
Amendment”) which among other things, reduced the security requirements of the
Owner/Developer including roadways; and
173403/1
WHEREAS, the Owner/Developer has now requested to amend the Original Agreement
and subsequent amendments thereto to revise the language reducing the security requirements of
the Owner/Developer, including roadways.
NOW, THEREFORE, in consideration of the mutual covenants, agreements and
conditions herein contained, and by authority of and in accordance with the aforesaid statutes of
the State of Illinois, the parties agree as follows:
1. The foregoing Preambles are hereby adopted as if fully restated herein.
2. Section 2 of the Second Amendment, which amended Paragraph 4 of the First
Amendment, which amended Paragraph 6 of the Original Agreement stating that “the Developer
will provide any required security for the high school improvements, including roadways”, is
further amended by amending Section 2 as follows:
a. The Developer acknowledges its responsibility for all required security for
the high school improvements, including roadways.
b. Owner/Developer agrees not to construct any permanent access roadway
from the Yorkville Christian School site to Ashley Road until the
intersection improvements for Ashley Road and Route 126 are completed.
c. The City agrees that a temporary emergency access off of Ashley Road
shall be constructed.
d. The City agrees that the intersection improvements for Ashley Road and
Route 126 (Intersection Improvements) shall be completed by
Owner/Developer within seven (7) years from the date of the execution of
this Third Amendment (“Intersection Improvement Completion Date”).
e. Developer will perform the necessary engineering, prepare the necessary
application, and prepare the necessary drawings and plans to apply to
Illinois Department of Transportation (IDOT) for the permit to complete
the Intersection Improvements, apply for the permit from IDOT and install
the Intersection Improvements pursuant to the permit issued by IDOT on
or before the Intersection Improvement Completion Date.
f. Developer shall not be responsible for delays caused by the following:
acts of God, fire, strikes, war, riots, governmental regulation or restriction,
labor or material shortages, damage by the elements, force majeure, or any
other cause or casualty beyond the control of Developer that might delay
the installation of the Intersection Improvements.
g. The City requires security from Developer/Owner for the Intersection
Improvements at Route 126 and Ashley Road, said security to be released
at such time as Owner/Developer has deposited sufficient security for said
Intersection Improvements with IDOT, and the City has received
confirmation from IDOT of the receipt of such security.
173403/1
3. All other terms and conditions of the Original Agreement, as amended by the First and
Second Amendments, remain in full force and effect.
IN WITNESS WHEREOF, the parties have hereunto set their hands on this ___ day of
__________________, 2018.
United City of Yorkville, an Illinois municipal
Corporation
By: ________________________________
Mayor
Attest:
_____________________________________
City Clerk
_______________________________________
John C. Stewart
_______________________________________
Michelle L. Stewart
173403/1
EXHIBIT A
UNIT TWO:
173403/1
BEGINNING, IN THE TOWNSHIP OF KENDALL, KENDALL COUNTY, ILLINOIS AND
CONTAINING 110.29 ACRES OF LAND, MORE OR LESS.
Recommendation Summary
The petitioners, John and Michelle Stewart, purchased the incomplete Prestwick of Yorkville
subdivision in March 2013 and were granted approval of an amendment to the original annexation
agreement (Ord. 2013-56) with a revised final plat of Unit 2 to construct a new Christian high school
focused on agricultural studies in October 2014. As originally proposed, the school would have a
maximum student capacity of 850 students but would be constructed in phases with the first phase
accommodating about 100 students.
Proposed Amended Final Plat
As proposed, the amended Final
Plat of Subdivision for the school site,
located in Unit 2 of the Prestwick
development, will be revised to only
include a reduced land area of
approximately 18-acres as opposed to
the original approximately 43-acre
parcel for the school in the approved
2013 Final Plat. In addition, the
proposed amended final plat does not
include the originally planned roadway
access off of Ashley Road.
Planning & Zoning Commission Action:
Upon the review of the proposed Planned Unit Development (PUD) amendment request, it was
the action of the Planning and Zoning Commission to approve the following motion by vote:
In consideration of the proposed Final Plat of Subdivision for the Yorkville Christian School, the
Planning and Zoning Commission recommends approval of the plat to the City Council as presented by
the Petitioner in a plan prepared by HR Green, dated last revised February 21, 2018, subject to
engineering staff recommendations in a letter dated March 14, 2018.
Action Item:
Harker-yes; Vinyard-yes; Olson-yes; Goins- yes; Horaz-yes; Gockman-yes
6 yes; 0 no
Memorandum
To: City Council
From: Krysti J. Barksdale-Noble, Community Development Director
CC: Bart Olson, City Administrator
Date: April 4, 2018
Subject: PZC 2018-04 Prestwick of Yorkville – Yorkville Christian School
Request for Amended Final Plat Approval
Ordinance No. 2018-___
Page 1
STATE OF ILLINOIS )
) ss.
COUNTY OF KENDALL )
ORDINANCE No. 2018-_____
AN ORDINANCE OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY,
ILLINOIS, APPROVING THE AMENDED FINAL PLAT OF RESUBDIVISION FOR
THE YORKVILLE CHRISTIAN SCHOOL SUBDIVISION
WHEREAS, the United City of Yorkville (the “City”) is a duly organized and validly
existing non home-rule municipality created in accordance with the Constitution of the State of
Illinois of 1970 and the laws of the State; and,
WHEREAS, John and Michelle Stewart (the “Petitioner”) has filed an application and
petition for approval of a Final Plat of Resubdivision of the Yorkville Christian School
Subdivision being an approximately 12 acre property generally located along Illinois Route 126
between Ashley Road and Penman Road for a Christian high school focused on agricultural
studies; and,
WHEREAS, the property within the Final Plat of Resubdivision of the Yorkville
Christian School Subdivision was annexed by Ordinance 2013-56 and the original Final Plat
Subdivision of the Yorkville Christian School Subdivision was approved by Ordinance 2014-57;
and,
WHEREAS, the original Final Plat of Subdivision of the Yorkville Christian School
Subdivision included an approximately 43 acre parcel and the Final Plat of Resubdivision of the
Yorkville Christian School Subdivision now only includes approximately 18 acres; and,
WHEREAS, the Planning and Zoning Commission convened and held a public meeting
on the 11th day of April, 2018, to consider the Final Plat of Resubdivision of Yorkville Christian
School Subdivision; and,
WHEREAS, the Planning and Zoning Commission reviewed the standards set forth in
Chapter 3 and 4 of Title 11 of the Yorkville Subdivision Control Ordinance and voted to
recommendation to the Mayor and City Council (“the Corporate Authorities”) the approval of
the Final Plat of Resubdivision of the Yorkville Christian School Subdivision.
Ordinance No. 2018-___
Page 2
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 above recitals are incorporated herein and made a part of this Ordinance.
Section 2: That the Corporate Authorities hereby approve the Final Plat of
Resubdivision of the Yorkville Christian School Subdivision, being:
a subdivision of part of the East ½ of Section 10 Township 36 North, Range 7 East of the third
principal meridian, and a resubdivision of Lot 358 in Prestwick of Yorkville Subdivision, Unit 1,
in the United City of Yorkville, Kendall Township, Kendall County, Illinois,
PINs 05-10-277-001 and part of 05-10-200-007,
prepared by HRGreen, Yorkville, Illinois dated last revised February 21, 2018, attached hereto
and made a part hereof by reference; and authorizes the Mayor, City Clerk, City Administrator
and City Engineer to execute said Plat.
Said approval shall be subject to amendment of said Plat to comply with comments contained in
a letter dated March 14, 2018 from the City’s Engineering Consultant, Engineering Enterprises,
Inc., attached hereto and made a part hereof by reference as Exhibit B.
Section 4: That the City Clerk is hereby authorized pursuant to Section 11-2-3.H of the
Yorkville Subdivision Control Ordinance to file a copy of this ordinance and the Final Plat of
Resubdivision of the Yorkville Christian School Subdivision with the Kendall County Recorder
of Deeds within 30 days from the date of the signed approval of the Plat.
Section 5: This Ordinance shall be in full force and effect upon its passage, approval, and
publication as provided by law.
Passed by the City Council of the United City of Yorkville, Kendall County, Illinois, this
_____ day of __________________, 2018.
______________________________
City Clerk
CARLO COLOSIMO ________ KEN KOCH ______
JACKIE MILSCHEWSKI ________ ARDEN JOE PLOCHER ______
CHRIS FUNKHOUSER ________ JOEL FRIEDERS ______
SEAVER TARULIS ________ ALEX HERNANDEZ ______
Ordinance No. 2018-___
Page 3
Approved by me, as Mayor of the United City of Yorkville, Kendall County, Illinois, this
_____ day of __________________, 2018.
______________________________
Mayor
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Summary
As the City Council will recall, the petitioners, John and Michelle Stewart, purchased the
incomplete Prestwick of Yorkville subdivision in March 2013 and were granted approval of an
amendment to the original annexation agreement (Ord. 2013-56) with a revised final plat of Unit 2 to
construct a new Christian high school focused on agricultural studies in October 2014. As originally
proposed, the school would have a maximum student capacity of 850 students but would be
constructed in phases with the first phase accommodating about 100 students. The 2013 overall site
plan indicated a school size of approximately 25,000 square feet with primary school traffic
occurring off of Ashley Road, as illustrated below.
Since that time, the applicants have secured the a permit from the Illinois Department of
Transportation (IDOT) to make intersection improvements at Route 126 and Penman Road, work
towards the completion of punch list items in Unit 1 of the subdivision, and obtain earthwork and
foundation permits for the school site. However, no intersection or roadway improvements to IL
Route 126 at Penman, intersection of Ashley Road and IL Route 126, nor the Ashley Road
improvements adjacent to school lot have occurred.
Memorandum
To: City Council
From: Krysti J. Barksdale-Noble, Community Development Director
CC: Bart Olson, City Administrator
Date: April 5, 2018
Subject: PZC 2018-04 Prestwick of Yorkville – Yorkville Christian School
Request for 3rd Amendment to Annexation Agreement
The petitioners originally sought to amend the current annexation agreement to relieve them
from completing required intersection improvements to Ashley Road and Illinois Route 126, and
constructing an access roadway off of Ashley Road from the Yorkville Christian school site until
such time homes in Phase II of the Prestwick (Ashley Pointe) development are being constructed.
However, upon feedback from staff and the Economic Development Committee (EDC), the
petitioner’s are now seeking to delay the construction of the Ashley Road & Il 126 roadway
improvements until the issuance of the 75th final occupancy permit within the Phase 1 of the
subdivision or seven (7) years, whichever occurs first.
Additionally, and not part of the amended annexation agreement request, the petitioner’s
have revised the overall layout of the school site and increased the building size to 52,000 square feet
to accommodate 300 students and an indoor gymnasium.
Project Background
Below is a chronological bullet point summation of the City Council approvals related to this
project since the purchase of the stalled development by the current petitioners:
Per the amended Annexation Agreement approved in 2013 (Ord. No. 2013-56) Lot 358 of the
original Final Plat was resubdivided for the purpose of accommodating the new private high
school.
Per Ordinance 2013-56, the developer was given credit against all City and County required
road impact fees to which would be collected at time of building permit issuance based upon
the understanding that the developer would make roadway improvements to IL Route 126 at
Penman, Ashley Road and IL Route 126 intersection and Ashley Road improvements
adjacent to Lot 358 where the new school will be located.
Per Ordinance 2013-56, the Developer agreed to provide all required security for the high
school development and roadways.
Per Ordinance 2013-56, the City agreed to allow the school to open with forty percent (40%)
of the required parking in place and the remaining sixty percent (60%) to be land banked and
installed as determined by the City.
Ordinance 2014-57, approved in October 2014 authorizing the Final Plat for the school,
stipulated in Exhibit B that the improvements to IL Route 126 at Penman and IL Route 126 at
Ashley Road must be substantially completed prior to the issuance of an occupancy permit
for the school.
Ordinance 2014-26, approved in May 2014, allowed for the release/reduction in the security
requirements for the roadway completion as part of the development with the written
acknowledgement and agreement by the Owner/Developer that no certificate of occupancy
for the school or any other structure constructed on the property will be issued by the City
until such time a deposit sufficient for the roadway improvements related to the Il Route 126
intersection with IDOT has been provided.
Annexation Agreement Amendment
Section 2 of the Second Amendment stated that “the Developer will provide any required
security for the high school improvements, including roadways”. The developer’s originally
requested that the annexation agreement be further amended to stipulate the proposed new language
below:
1. The Developer acknowledges its responsibility for all required security for
the high school improvements, including roadways;
2. Owner/Developer agrees not to construct any permanent access roadway from
the Yorkville Christian School site to Ashley Road until the intersection
improvements for Ashley Road and Route 126 are completed;
3. The City agrees that no connection to Ashley Road other than the emergency
access and no intersection improvements for Ashley Road and Route 126
(Intersection Improvements) shall be required to be made by
Owner/Developer until such time as the 75th new occupancy permit is issued
by the City.
4. Upon issuance of the 75th new occupancy permit, the City shall notify
Developer, and Developer will perform the necessary engineering, prepare
the necessary application, and prepare the necessary drawings and plans to
apply to Illinois Department of Transportation (IDOT) for the permit to
complete the Intersection Improvements, apply for the permit from IDOT and
install the Intersection Improvements pursuant to the permit issued by IDOT.
5. Developer anticipates the process with IDOT for the permitting and
construction of the Intersection Improvements to be completed in
approximately three (3) years from the date of notice from the City.
Developer shall not be responsible for delays caused by the following: acts of
God, fire, strikes, war, riots, governmental regulation or restriction, labor or
material shortages, damage by the elements, force majeure, or any other cause
or casualty beyond the control of Developer that might delay the installation
of the Intersection Improvements.
6. If the City is holding any security from Developer/Owner for the Intersection
Improvements, said security will be released at such time as
Owner/Developer has deposited sufficient security for the Intersection
Improvements with IDOT, and the City has received confirmation from IDOT
of the receipt of such security.
All other provisions of the original, First and Second amended annexation agreements will
remain in effect.
Traffic Study Analysis:
The petitioner’s have provided an addendum to the original Traffic Study prepared in 2013
by KLOA Inc., transportation engineers. The original Traffic Study took into consideration the traffic
impacts of the proposed school at maximum enrollment (850 students), Phase I and Phase II
residential build out and the utilization of two (2) access roads that will serve the development,
Ashley Road and the intersection of IL Rte 126 and Penman. Ashley Road was to serve as the
primary access point for the school traffic, while IL Rte 127 and Penman would be a secondary
access point for the school and the main access for the residential units. This report also assumed a
2% rate of traffic growth per year. At the conclusion of the study, it was determined that the addition
of the new traffic generated from the school and full build-out of the Prestwick subdivision (Phases I
and II) could be accommodated by the required roadway improvements to IL Rte. 126 and Penman,
IL Rte. 126 and Ashley Road and Ashley Road. Further it was recommended that westbound left-turn
lanes should be provided on Il Rte. 126 at the intersections with Ashley Road and Penman Road.
The addendum prepared by KLOA, Inc. dated February 16, 2018, considered the revised site
plan, school enrollment at full capacity (850 students) and the build out of only Phase I of the
subdivision with the only vehicular access off of IL Rte. 126 and Penman Road. The report also
projected a 1% rate of traffic growth per year. The findings of the traffic addendum concluded the
connection to Ashley Road for the school was not needed to accommodate the estimated traffic
generated by both the school and the complete build-out of the residential homes in Phase I of the
development.
Since the assumptions in the addendum to the traffic study were incongruent with those used in
the original study, staff requested additional information be provided. The attached revised traffic
impact study analyzed the impacts of a proposed 850-student high school at full capacity within the
existing 108-single-family home residential subdivision. It is the conclusion of the study that the
intersection of IL 126 and Penman Road will accommodate and support the traffic from the proposed
school and also residential development by providing the recommended improvements of an
eastbound right-turn lane and a westbound left-turn lane on IL 126, as well as providing a separate
northbound left-turn lane and a northbound right-turn lane on Penman Road.
Additionally, the petitioner has contacted IDOT for confirmation and concurrence that the traffic
study’s conclusions are accurate with regards to Il Rte 126 and Penman Road being able to
accommodate the student and resident vehicular traffic. Staff anticipates a response from IDOT
within the next few weeks, prior to final consideration of the request by City Council.
Staff Comments/Recommendations:
Staff is supportive of postponing the roadway improvements (access point) off of Ashley Road
adjacent to the school site and the intersection of IL Rte 126 and Ashley Road until after the
issuance of the 75th building permit for certificate of occupancy within Phase 1 of the
development or seven (7) years from the date of ordinance approval for the 3rd amendment,
whichever comes first, before the developer would be required to commence construction of the
roadway improvements.
Further, we recommend the petitioner provide an emergency access off of Ashley Road and
post a sufficient security deposit in the form of a letter of credit, bond or cash to cover the required
future intersection improvements to Ashley Road and IL Rte 126.
This recommendation is predicated upon the following:
1. The traffic generated from the residential build out of up to 75 units in Phase I and the
full school enrollment of 850 students is able to operate at acceptable levels of service
utilizing only the IL Rte 126 and Penman Road access.
2. The developer’s need to obtain funding from the sale of the residential lots within Phase I
to finance the cost of the Ashley Road access and the Ashley Road and IL Rte. 126
intersection improvements.
3. The petitioner’s commitment to completing the IL Rte. 126 and Ashley Road intersection
improvements upon issuance of the 75th final occupancy permit for residential
construction in Phase I or seven (7) years from the date of approval of the amended
annexation agreement, whichever comes first.
4. IDOT’s written opinion on the proposed revised traffic study and postponed roadway
improvements.
Finally, staff has confirmed the petitioners have reached out to the existing residential
homeowners within the Prestwick subdivision prior to tonight’s public hearing regarding the
proposed amendment, since formal notification by certified mailing is not required for annexation
agreement amendments. They have reported speaking with three (3) residents with the subdivision
and the owner of the surrounding farmland.
Overall, the petitioner’s have stated the residents were generally positive about the pending
improvements to the IL Rte. 126 and Penman intersection and the potential for new home
construction. While there was concern from one neighbor regarding the school traffic traversing
through the neighborhood, it was relayed to staff that once the resident was told the access road to the
school would be off of Prestwick Drive, the resident was relieved. The petitioner also stated they
may have additional updates on their communications with the final resident in the subdivision at the
public hearing.
Should the City Council have question regarding this matter, staff and the petitioners will be
available at Tuesday night’s public hearing.
Attachments:
1. Draft Ordinance
2. Copy of Petitioners’ Amended Annexation Agreement Application.
3. Ordinance No. 2013-56 1st Amended Annexation Agreement.
4. Ordinance No. 2014-26 2nd Amended Annexation Agreement.
5. Plan Council Memorandum dated March 13, 2018 prepared by the Community
Development Director.
6. EEI Review letter dated March 14, 2018 prepared by Brad Sanderson, City Engineer.
7. Revised Traffic Study Addendum dated March 30, 2018, prepared by KLOA
8. Copy of Public Notice
Ordinance No. 2018-____
Page 1
Ordinance No. 2018-______
AN ORDINANCE OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY,
ILLINOIS, APPROVING A THIRD AMENDMENT TO THE ANNEXATION
AGREEMENT OF YORKVILLE FARMS DEVELOPMENT AND THE UNITED CITY
OF YORKVILLE
(Prestwick of Yorkville Subdivision)
WHEREAS, the United City of Yorkville, Kendall County, Illinois (the “City”) is a duly
organized and validly existing non home-rule municipality created in accordance with the
Constitution of the State of Illinois of 1970 and the laws of the State; and,
WHEREAS, Section 11-15.1-1 et seq. of the Illinois Municipal Code (65 ILCS 5/11-
15.1-1 et. seq.) grants the City with authority to enter into an annexation agreement with one or
more owners of land in an unincorporated territory; and,
WHEREAS, on April 26, 2005, the Mayor and City Council (the “Corporate
Authorities”) entered into an Annexation Agreement of Yorkville Farm Development (the
“Original Agreement”) which, among other things, provided for the zoning of an approximately
190 acre parcel of real property (the “Property”) owned by John C. Stewart and Michelle L.
Stewart (the “Owners”) as R-2 Single Family Resident District; and,
WHEREAS, on October 8, 2013 and May 27, 2014, respectively, the Corporate
Authorities approved first and second amendments to the Original Agreement, which
amendments approved a revised plat of subdivision, established permitted uses for a portion of
the Property to be developed as a school, changed the name of the subdivision provided for in the
Original Agreement to Ashley Pointe, and revised certain aspects of the Owners’ security
requirements; and,
Ordinance No. 2018-____
Page 2
WHEREAS, the Owner/Developer has now requested to amend the Original Agreement
and subsequent amendments thereto to delay the construction of certain intersection roadway
improvements to Ashley Road and Route 126; and,
WHEREAS, the Corporate Authorities believe it to be in the best interests of the City
and its residents to grant the Owners’ request pursuant to the terms and conditions as set forth in
a third amendment.
NOW, THEREFORE, BE IT ORDAINED by the Mayor and City Council of the
United City of Yorkville, Kendall County, Illinois, as follows:
Section 1. That the recitals in the preambles to this Ordinance are incorporated into this
Section 1 as if fully set forth herein.
Section 2. That the Third Amendment to the Annexation Agreement of Yorkville Farms
Development and the United City of Yorkville, attached hereto and made a part hereof, is hereby
approved and the Mayor, City Clerk, and City Administrator are hereby authorized to execute
and deliver said Third Amendment and undertake any and all actions as may be required to
implement its terms on behalf of the City.
Section 3. This Ordinance shall be in full force and effect from and after its passage and
approval as provided by law.
Passed by the City Council of the United City of Yorkville, Kendall County, Illinois,
this ______ day of ___________________, A.D. 2018.
______________________________
CITY CLERK
Ordinance No. 2018-____
Page 3
CARLO COLOSIMO ________ KEN KOCH ________
JACKIE MILSCHEWSKI ________ ARDEN JOE PLOCHER ________
CHRIS FUNKHOUSER ________ JOEL FRIEDERS ________
SEAVER TARULIS ________ ALEX HERNANDEZ ________
APPROVED by me, as Mayor of the United City of Yorkville, Kendall County, Illinois,
this _______ day of ___________________, A.D. 2018.
____________________________________
MAYOR
Attest:
______________________________
CITY CLERK
173403/1
THIRD AMENDMENT TO THE ANNEXATION AGREEMENT OF YORKVILLE
FARMS DEVELOPMENT AND THE UNITED CITY OF YORKVILLE
(Prestwick of Yorkville Subdivision)
This Third Amendment to the Annexation Agreement of Yorkville Farm Development
(Prestwick of Yorkville Subdivision) (the “Amendment”), is made and entered into this ___ day
of __________, 2018, by and between the United City of Yorkville, Kendall County, Illinois, a
municipal corporation (the “City”), and the owner of record John C. Stewart and Michelle L.
Stewart (“Owner” or “Developer” or “Owner/Developer”).
WITNESSETH
WHEREAS, Owner owns fee simple title to the real property which is legally described
in Exhibit A attached hereto, consisting of approximately 190 acres, more or less (hereinafter
“Property”); and,
WHEREAS, on April 26, 2005, the Mayor and City Council (the “Corporate
Authorities”) entered into an Annexation Agreement of Yorkville Farm Development (the
“Original Agreement”) which provided for the zoning of the Property as R-2 Single Family
Resident District established the required infrastructure and public improvements deemed
necessary to serve the Property when developed, and set forth the required donations, fees and
security to guarantee the completion and maintenance of the public improvements; and,
WHEREAS, on October 8, 2013, the Corporate Authorities approved the First
Amendment to the Annexation Agreement of Yorkville Farms Development and the United City
of Yorkville (Prestwick of Yorkville Subdivision) (the “First Amendment”) which among other
things, approved a revised plat of subdivision; established permitted uses for a portion of the
Property to be developed as a school, changed the name of the Subdivision to Ashley Pointe; and
revised the security requirements of the Owner/Developer to include security for the school
improvements including roadways; and,
WHEREAS, on May 27, 2014, the Corporate Authorities approved the Second
Amendment to the Annexation Agreement of Yorkville Farms Development and the United City
of Yorkville (Ashley Pointe Subdivision f/k/a Prestwick of Yorkville) (the “Second
Amendment”) which among other things, reduced the security requirements of the
Owner/Developer including roadways; and
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WHEREAS, the Owner/Developer has now requested to amend the Original Agreement
and subsequent amendments thereto to delay the construction of certain intersection roadway
improvements to Ashley Road and Route 126.
NOW, THEREFORE, in consideration of the mutual covenants, agreements and
conditions herein contained, and by authority of and in accordance with the aforesaid statutes of
the State of Illinois, the parties agree as follows:
1. The foregoing Preambles are hereby adopted as if fully restated herein.
2. Section 2 of the Second Amendment, which amended Paragraph 4 of the First
Amendment, which amended Paragraph 6 of the Original Agreement stating that “the Developer
will provide any required security for the high school improvements, including roadways”, is
further amended by amending Section 2 as follows:
1. The Developer acknowledges its responsibility for all required
security for the high school improvements, including roadways;
2. Owner/Developer agrees not to construct any permanent access
roadway from the Yorkville Christian School site to Ashley Road until the
intersection improvements for Ashley Road and Route 126 are completed;
3. The City agrees that no connection to Ashley Road other than the
emergency access and no intersection improvements for Ashley Road and
Route 126 (Intersection Improvements) shall be required to be made by
Owner/Developer until such time as the issuance of the 75th new certificate
of occupancy within Phase 1 of the development or seven (7) years from the
date this 3rd amendment is approved by ordinance, whichever comes first,
4. Upon issuance of the 75th new certificate of occupancy within Phase
1 of the development or seven (7) years from the date this 3rd amendment is
approved by ordinance, whichever comes first, the City shall notify
Developer, and Developer will perform the necessary engineering, prepare
the necessary application, and prepare the necessary drawings and plans to
apply to Illinois Department of Transportation (IDOT) for the permit to
complete the Intersection Improvements, apply for the permit from IDOT
and install the Intersection Improvements pursuant to the permit issued by
IDOT.
5. Developer anticipates the process with IDOT for the permitting
and construction of the Intersection Improvements to be completed in
approximately three (3) years from the date of notice from the City.
Developer shall not be responsible for delays caused by the following:
acts of God, fire, strikes, war, riots, governmental regulation or restriction,
labor or material shortages, damage by the elements, force majeure, or any
other cause or casualty beyond the control of Developer that might delay
the installation of the Intersection Improvements.
6. The City will require security from Developer/Owner for the
Intersection Improvements at Route 126 and Ashley Road in a form
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acceptable to the City, said security will be released at such time as
Owner/Developer has deposited sufficient security for said Intersection
Improvements with IDOT, and the City has received confirmation from
IDOT of the receipt of such security.
3. All other terms and conditions of the Original Agreement, as amended by the First and
Second Amendments, remain in full force and effect.
IN WITNESS WHEREOF, the parties have hereunto set their hands on this ___ day of
__________________, 2018.
United City of Yorkville, an Illinois municipal
Corporation
By: ________________________________
Mayor
Attest:
_____________________________________
City Clerk
_______________________________________
John C. Stewart
_______________________________________
Michelle L. Stewart
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EXHIBIT A
UNIT TWO:
173403/1
BEGINNING, IN THE TOWNSHIP OF KENDALL, KENDALL COUNTY, ILLINOIS AND
CONTAINING 110.29 ACRES OF LAND, MORE OR LESS.
I have reviewed the following documents: Final Plat of Subdivision date revised February
21, 2018; Overall Site Plan dated February 2, 2018 prepared by HR Green; and Traffic Study
Addendum dated February 16, 2018 prepared by KLOA.
I have also reviewed the proposed draft Third Amendment to the Annexation Agreement
of the Yorkville Farms Development and the United City of Yorkville (Prestwick of Yorkville
Subdivision) dated February 27, 2018 and prepared by Patti Bernhard, attorney, of
Dommermuth, Cobine, West, Gensler, Philipchuck, Corrigan and Bernhard, Ltd. regarding the
Prestwick of Yorkville development generally located in the southwest quadrant of Rte. 126 and
Ashley Road. Based upon my review and those of other city and local agency staff members of
these plans and documents, I have compiled the following comments:
General Comments:
• Per the amended Annexation Agreement approved in 2013 (Ord. No. 2013-56) Lot 358
of the original Final Plat was resubdivided for the purpose of accommodating the new
private high school.
• Per Ordinance 2013-56, the developer was given credit against all City and County
required road impact fees to which would be collected at time of building permit issuance
based upon the understanding that the developer would make roadway improvements to
IL Route 126 at Penman, Ashley Road and IL Route 126 intersection and Ashley Road
improvements adjacent to Lot 358 where the new school will be located.
• Per Ordinance 2013-56, the Developer agreed to provide all required security for the high
school development and roadways.
• Per Ordinance 2013-56, the City agreed to allow the school to open with forty percent
(40%) of the required parking in place and the remaining sixty percent (60%) to be land
banked and installed as determined by the City.
• Ordinance 2014-57, approved in October 2014 authorizing the Final Plat for the school,
stipulated in Exhibit B that the improvements to IL Route 126 at Penman and IL Route
126 at Ashley Road must be substantially completed prior to the issuance of an
occupancy permit for the school.
• Ordinance 2014-26, approved in May 2014, allowed for the release/reduction in the
security requirements for the roadway completion as part of the development with the
written acknowledgement and agreement by th e Owner/Developer that no certificate of
occupancy for the school or any other structure constructed on the property will be issued
Memorandum
To: Plan Council
From: Krysti Barksdale-Noble, Community Development Director
CC: Bart Olson, City Administrator
Date: March 13, 2018
Subject: PZC 2018-04 Prestwick of Yorkville
Annexation Agreement & Final Plat Amendment Submittal
by the City until such time a deposit sufficient for the roadway improvements related to
the Il Route 126 intersection with IDOT has been provided.
• As of the date of this memorandum, no intersection or roadway improvements to IL
Route 126 at Penman, intersection of Ashley Road and IL Route 126, nor the Ashley
Road improvements adjacent to Lot 358 have occurred.
Amended Final Plat of Subdivision/Overall Site Plan Comments:
• Per Section 10-16-3 of the Zoning Ordinance, off-street parking requirements for high
schools are calculated as 0.25 per student plus 1 per staff. Phase 1 of the school
development anticipates 100 students and 20 staff members, thereby requiring a
minimum of 45 parking stall. The developer proposes to install 144 parking spaces in
Phase 1. The minimum parking requirements have been met.
• Would the developer be amenable to sign Mustang Way for the entire length of the street
rather than bifurcating the street into two (2) names, Mustang Way and Whitekirk Lane?
It is understood that Whitekirk Lane was approved and platted in the existing Unit 1 Final
Plat, but have suggested this change for ease of use.
• Additional comments regarding the Final Plat of Subdivision will be provided by the
City’s engineering consultant, Engineering Enterprises, Inc. under a separate
memorandum.
Amended Annexation Agreement Comments:
• Staff is not supportive of postponing the roadway improvements (access point) off of
Ashley Road adjacent to the school site until such time Phase II of the development has
commenced construction, as the intent of the original annexation agreement amendment
(Ord. 2013-56) and subsequent approvals related to this development were contingent
upon the roadway improvements being completed.
• Should the City consider the requested postponement of the improvements, we would
recommend not tying the trigger for construction to the development of Phase II (which
has not been final platted), but to a fixed number of permits issued in Phase I, such as
after the issuance of the 1st 50 certificate of occupancies, the developer would be required
to commence construction of the roadway improvements off of Ashley Road and be
completed by a certain date or no further building permits will be issued.
• Staff would further recommend if the postponement of the Ashley Road improvements
are approved that the developer would be required to post a sufficient security deposit in
the form of a letter of credit, bond or cash to cover the required work.
• The petitioner also sought to include the following additional language in the proposed
amended annexation agreement:
The City releases its review and approval rights contained in The Highlands at
Ashley Pointe Declaration of Covenants and Restrictions recorded in Kendall
County on May 2, 2007 as Document No. 200700014390.
• Per the attached e-mail from the City Attorney’s office dated March 12, 2018, “…the
City of Yorkville does not currently have review and approval rights over architectural
design of the subdivision. Section 4.3.10 provides that the City must issue a building
permit for out-buildings but leaves architectural decision in the hands of the Architectural
Review Board (“ARB”). That said, no amendment is necessary. If an amendment were
required, it would need to be done in accordance with Article 14 of the Declaration and
not through the Annexation Agreement.”
o Staff does not recommend this language be included in the amended agreement.
KLOA, Inc. Transportation and Parking Planning Consultants
9575 West Higgins Road, Suite 400 | Rosemont, Illinois 60018
p: 847-518-9990 | f: 847-518-9987
MEMORANDUM TO: Michelle Stewart
Yorkville Christian High School
FROM: William R. Woodward
Senior Consultant
Luay R. Aboona, PE
Principal
DATE: March 30, 2018
SUBJECT: Traffic Evaluation Addendum
Proposed Yorkville Christian High School
Yorkville, Illinois
This memorandum serves as an addendum to the traffic impact study conducted by Kenig,
Lindgren, O’Hara, Aboona, Inc. (KLOA, Inc.) in August 2013 for the proposed Yorkville
Christian High School to be located within the Prestwick residential subdivision, which occupies
the southwest quadrant of the intersection of Schoolhouse Road (IL 126) and Ashley Road in
Yorkville, Illinois.
The traffic impact study analyzed the impacts of the proposed 850-student high school within a
proposed 108-single-family home residential subdivision, Prestwick Subdivision. At that time,
the conceptual plan included an access at the existing intersection of IL 126 and Penman Road,
as well as a full access on Ashley Road, south of IL 126. The purpose of this memorandum is to
revisit the previously prepared traffic study based on the recent revised site plan configurations
and proposed traffic patterns, as well as determine whether the access off Ashley Road is needed
to mitigate the traffic impact from the high school at full student capacity (850 students) and the
full buildout of the 108 single-family homes or rather if the intersection of IL 126 and Penman
will continue to be adequate.
Existing Conditions
As noted, access to the Prestwick subdivision is currently from the existing intersection of IL 126
and Penman Road. Penman Road T-intersects IL 126 from the south, providing one lane
inbound and one lane outbound under stop sign control. IL 126 provides one lane in each
direction. No turning lanes (i.e. westbound left-turn lane or eastbound right-turn lane) are
provided. There are approximately four single-family homes built and occupied within the
subdivision. Figure 1 shows the existing weekday morning and weekday evening peak hour
traffic volumes for the intersection of IL 126 and Penman Road. These volumes are from the
Year 2013 traffic study report.
N
NOT TO SCALE
ROADPENMAN126
Figure: 1Job No: 13-138
Kenig,Lindgren,O'Hara,Aboona,Inc.
[00]
LEGEND
00
(00)
Yorkville, Illinois
High School
Yorkville Christian
- AM PEAK HOUR (7:30-8:30 AM)
174 (29
3) [35
3]1 (0) [0]183 (26
7) [26
7]1 (2) [3]1 (2) [2]1 (0) [1]
Existing Traffic Volumes
- PM SCHOOL PEAK HOUR (3:00-4:00 PM)
- PM PEAK HOUR (4:00-5:00 PM)
2
Proposed Yorkville Christian High School
The high school will be located in the southeast quadrant of the subdivision and proposes vehicle
access via an extension of Prestwick Lane. Prestwick Lane intersects Penman Road from the
east.
At full occupancy, the high school will be able to accommodate 850 students. Based on
information received from the school, there are approximately 45 students currently enrolled at
the school, and it is estimated that an additional 20 to 30 students will be enrolled per year. As
such, the high school is not expected to reach full occupancy for several years, but an 850-
student enrollment was used to provide for a conservative analysis.
Proposed Prestwick Subdivision
The residential subdivision was originally planned in two phases, with Phase I including
approximately 108 single-family homes. Phase II, the final phase, included an additional 164
single-family homes. However, for the purposes of this study, only Phase I of the development
was included in the analyses.
Estimated Development-Generated Traffic Generation
The estimate of traffic to be generated by the proposed high school at full student occupancy, as
well as Phase I of the single-family homes development was estimated using data published in the
Institute of Transportation Engineers (ITE) Trip Generation Manual, 9th Edition. Table 1 tabulates
the total trips anticipated for the weekday morning, weekday early afternoon (school dismissal
time), and weekday evening peak hours. The weekday evening peak hour traffic volumes for the
single-family homes was used for the weekday early afternoon peak hour to provide for a
conservative analysis.
Total Projected Traffic Volumes
Figure 2 shows the Year 2025 peak hour traffic volumes at the intersection of IL 126 and Penman
Road, which includes the following.
The existing (Year 2013) peak hour traffic volumes (Figure 1) were increased by a regional
growth factor of 24 percent (two percent per year from 2013 to Year 2025). Regional growth
accounts for growth in the area not attributable to any particular planned development.
Traffic estimated to be generated by the high school and Phase I residential development (Table
1). Traffic was assigned to this intersection using the directional distribution established in the
prior study. It is important to note that some of the traffic expected to be generated by the
proposed high school may come from within the surrounding residential subdivision. However,
all of the high school traffic was assigned to the intersection of IL 126 and Penman Road to
provide for a conservative analysis.
3
Table 1
PROJECTED SITE-GENERATED TRAFFIC VOLUMES
ITE
Land
Use
Code
Weekday Morning
Peak Hour
Weekday
Afternoon Peak
Hour1 (School
Dismissal)
Weekday Evening
Peak Hour
Type/Size In Out Total In Out Total In Out Total
530 High School –
850 Students 249 117 366 116 131 247 52 59 111
210 Phase I –
(108 units) 21 64 85 71 42 113 71 42 113
Total: 270 181 451 187 173 360 123 101 224
1Evening peak hour traffic for single family homes was used to provide a conservative analysis.
4
N
NOT TO SCALE
126
ROADPENMANFigure: 2Job No: 13-138
Kenig,Lindgren,O'Hara,Aboona,Inc.
[00]
LEGEND
00
(00)
Yorkville, Illinois
High School
Yorkville Christian
- AM PEAK HOUR (7:30-8:30 AM)
135 (97) [65]136 (93) [61]22
7 (33
1) [33
1]92 (89) [53]91 (87) [51]
(850 Students, 108 Homes)
Projected Traffic Volumes
215 (36
3) [43
7]
- PM SCHOOL PEAK HOUR (3:00-4:00 PM)
- PM PEAK HOUR (4:00-5:00 PM)
5
Traffic Capacity Analysis
Capacity analyses were performed to determine the ability of the existing roadway system to
accommodate existing and future traffic demands. Analyses were performed for the weekday
morning, weekday early afternoon, and weekday evening peak hours for the existing (Year 2013)
and projected (Year 2025) conditions.
The traffic analyses were performed using the methodologies outlined in the Transportation
Research Board’s Highway Capacity Manual (HCM), 2010 and using Synchro/SimTraffic
analysis software. The analyses for unsignalized intersections determine the average control
delay to vehicles at an intersection. Control delay is the elapsed time from a vehicle joining the
queue at a stop sign (includes the time required to decelerate to a stop) until its departure from
the stop sign and resumption of free flow speed. The methodology analyzes each intersection
approach controlled by a stop sign and considers traffic volumes on all approaches and lane
characteristics. The ability of an intersection to accommodate traffic flow is expressed in terms
of level of service, which is assigned a letter from A to F based on the average control delay
experienced by vehicles passing through the intersection.
With respect to the capacity analyses, it is important to note the following.
The prior traffic study recommended that the intersection of IL 126 and Penman Road be
improved to include an eastbound right-turn lane and a westbound left-turn lane on IL
126, as well as provide a separate northbound left-turn lane and a northbound right-turn
lane on Penman Road. The northbound approach of Penman Road will remain under
stop sign control. The capacity analyses for projected conditions include these
improvements.
The capacity analyses were further calibrated to adjust for the surge of traffic during a
15- to 30-minute time period typically generated by a school during peak arrival and
dismissal times.
A summary of the traffic analysis results showing the LOS and delay for both existing and future
conditions are presented in Table 2. A summary of the queue analyses is shown in Table 3.
6
Table 2
CAPACITY ANALYSES RESULTS – IL 126 AND PENMAN ROAD
Weekday
Morning
Peak Hour
Weekday
Afternoon
Peak Hour
Weekday
Evening
Peak Hour
Intersection LOS Delay LOS Delay LOS Delay
Existing Conditions
Northbound Approach B 10.4 B 13.9 B 12.7
Projected Conditions1
Westbound Left Turn (IL 126) A 8.7 A 9.0 A 8.5
Northbound Approach (Penman) C 18.1 D 27.7 C 17.8
LOS = Level of Service
Delay is measured in seconds.
1Includes eastbound right-turn lane and westbound left-turn lane on IL 126; separate northbound left-turn lane and
right-turn lane on Penman Road.
Table 3
95TH PERCENTILE QUEUE ANALYSIS – IL 126 AND PENMAN ROAD
Weekday
Morning
Peak Hour
Weekday
Afternoon
Peak Hour
Weekday
Evening
Peak Hour
Intersection Queue (ft) Queue (ft) Queue (ft)
Existing Conditions
Northbound Approach 25 25 25
Projected Conditions1
Westbound Left Turn (IL 126) 25 25 25
Northbound Left Turn (Penman) 50 78 28
Northbound Right Turn (Penman) 25 25 25
LOS = Level of Service
Delay is measured in seconds.
1Includes eastbound right-turn lane and westbound left-turn lane on IL 126; separate northbound left-turn lane and
right-turn lane on Penman Road.
7
Given the results of the capacity analyses shown in Table 2 and assuming the roadway
improvements that include an eastbound right-turn lane and a westbound left-turn lane on IL
126, as well as provide a separate northbound left-turn lane and a northbound right-turn lane on
Penman Road, the intersection of IL 126 and Penman Road will operate at acceptable levels of
service under the analyzed projected conditions (850 student enrollment; 108 single-family
homes). Further, the queue analysis shown in Table 3 shows that the peak outbound queue on
Penman Road will be less than 80 feet (four cars) during the school peak dismissal time and one
or two cars during other peak hour periods.
Based on the uncertainty of Phase II of the residential development with respect to when
construction would begin and whether the proposed land use type and density would change (164
additional single-family homes were planned under this phase in Year 2013), Phase II was not
included in the analyses as part of this traffic addendum. It is our understanding from direction
received from the City of Yorkville that a separate addendum with additional analysis that
includes Phase II and the originally proposed connection to Ashley Road should be prepared
once Phase II construction is planned to begin.
Conclusion
An access connection to Ashley Road is not needed to accommodate the traffic estimated to be
generated by the proposed high school at maximum student occupancy (850 students) in addition
to the complete buildout of the 108 single-family homes based on the following.
The intersection of IL 126 and Penman Road will accommodate the traffic from the
proposed school and residential development as long as the recommended improvements of
providing an eastbound right-turn lane and a westbound left-turn lane on IL 126, as well as
providing a separate northbound left-turn lane and a northbound right-turn lane are provided
on Penman Road.
The capacity analyses show that the turning movements will operate at acceptable levels of
service and delay for the weekday morning, weekday afternoon (which captures the school
dismissal time), and the weekday evening peak hours.
The capacity analyses were further adjusted to account for the surge of traffic during a 15-
to 30-minute time period typically generated by a school during peak arrival and dismissal
times. This surge adjustment was also applied to the evening peak hour analysis when the
school is not typically generating traffic, thereby further providing a conservative analysis.
The queue analyses show that the outbound queue on Penman Road will be less than 75 feet
(three cars) during the school peak dismissal time and one car or less during other peak hour
periods.
Providing a westbound left-turn lane and an eastbound right-turn lane on IL 126 will
effectively remove the traffic desiring to turn onto Penman Road without impeding the
through traffic along IL 126.
8
The projected traffic volumes include a regional growth factor of 24 percent (2 percent per
year from Year 2013 to Year 2025), in addition to the traffic estimated to be generated by
the proposed school and residential developments.
The projected Year 2025 traffic volumes are conservative since they consider the school at
maximum student occupancy (850 students) and the complete buildout of the 108 single-
family homes. Based on information provided by the school, maximum occupancy is not
planned for several years beyond Year 2025.
Phase II of the originally proposed residential development was not included in the analyses
as part of this traffic addendum. It is our understanding from direction received from the
City of Yorkville that a separate addendum with additional analysis that includes Phase II
and the originally proposed connection to Ashley Road should be prepared once Phase II
construction is planned to begin.
9
NOTICE OF PUBLIC HEARING
TO BE HELD TUESDAY, APRIL 10, 2018
AT 7:00 P.M. AT CITY HALL
UNITED CITY OF YORKVILLE
800 GAME FARM ROAD
YORKVILLE, ILLINOIS
NOTICE IS HEREBY GIVEN a public hearing shall be held on a third amendment to that
certain Annexation Agreement (Prestwick of Yorkville Subdivision) dated April 26, 2005, as amended
October 8, 2013 and May 27, 2014, by and among Yorkville Farms Development, LLC.
(Owner/Developer), an Illinois Limited Liability Corporation, and the United City of Yorkville, Kendall
County, Illinois, on April 10, 2018 at 7:00 p.m. at City Hall at the United City of Yorkville, 800 Game
Farm Road, Yorkville, Illinois for the purpose of amending the requirements for the construction of an
access roadway from the Yorkville Christian School site to Ashley Road.
Legal Description:
UNIT 1:
LOTS 1 TROUGH 10, INCLUSIVE, LOTS 12 TROUGH 41, INCLUSIVE, LOTS 43 THROUGH 50, INCLUSIVE, LOTS
52 THROUGH 63, INCLUSIVE, LOT 65 THROUGH 108, INCLUSIVE, LOTS 357 THROUGH 363, INCLUSIVE, AND
LOT 365 IN PRESTWICK OF YORKVILLE UNIT 1, BEING A SUBDIVISION OF PART OF SECTIONS 3 & 10,
TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT
THEREOF RECORDED OCTOBER 31, 2006, AS DOCUMENT NUMBER 200600035287, IN THE UNITED CITY OF
YORKVILLE, KENDALL COUNTY, ILLINOIS.
UNIT 2:
THAT PART OF THE EAST HALF OF SECTION 10, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD
PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE
NORTHEAST QUARTER OF SAID SECTION 10; THENCE SOUTH 01 DEGREES 32 MINUTES 35 SECONDS EAST
ALONG THE WEST LINE OF THE EAST HALF OF SAID SECTION 10, 1776.14 FEET FOR THE POINT OF
BEGINNING; THENCE SOUTH 54 DEGREES 40 MINUTES 34 SECONDS EAST, 258.23 FEET; THENCE
NORTHEASTERLY ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 283.00 FEET AND A CHORD
BEARING OF NORTH 38 DEGREES 32 MINUTES 30 SECONDS EAST, AN ARC LENGTH OF 31.79 FEET;
THENCE NORTH 41 DEGREES 45 MINUTES 34 SECONDS EAST, 269.09 FEET; THENCE NORTHEASTERLY
ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 283.00 FEET AND A CHORD BEARING OF NORTH 68
DEGREES 21 MINUTES 45 SECONDS EAST, AN ARC LENGTH OF 262.80 FEET; THENCE SOUTH 85 DEGREES
02 MINUTES 05 SECONDS EAST, 0.59 FEET; THENCE NORTHEASTERLY ALONG A CURVE TO THE LEFT
WITH A RADIUS OF 25.00 FEET AND A CHORD BEARING OF NORTH 54 DEGREES 36 MINUTES 04 SECONDS
EAST, AN ARC LENGTH OF 35.22 FEET; THENCE SOUTH 75 DEGREES 45 MINUTES 48 SECONDS EAST, 70.00
FEET; THENCE SOUTHERLY ALONG A CURVE TO THE LEFT WITH A RADIUS OF 265.00 FEET AND A CHORD
BEARING OF SOUTH 14 DEGREES 09 MINUTES 29 SECONDS WEST, AN ARC LENGTH OF 0.73 FEET; THENCE
SOUTH 75 DEGREES 55 MINUTES 15 SECONDS EAST, 145.79 FEET; THENCE SOUTH 00 DEGREES 43 MINUTES
57 SECONDS WEST, 61.16 FEET; THENCE SOUTH 29 DEGREES 47 MINUTES 52 SECONDS EAST, 37.26 FEET;
THENCE NORTH 76 DEGREES 49 MINUTES 03 SECONDS EAST, 116.69 FEET; THENCE SOUTH 81 DEGREES 47
MINUTES 13 SECONDS EAST, 153.95 FEET; THENCE SOUTH 63 DEGREES 29 MINUTES 31 SECONDS EAST,
112.02 FEET; THENCE SOUTH 45 DEGREES 59 MINUTES 45 SECONDS EAST, 111.92 FEET; THENCE SOUTH 29
DEGREES 23 MINUTES 15 SECONDS EAST, 55.65 FEET; THENCE NORTH 78 DEGREES 20 MINUTES 45
SECONDS EAST, 90.04 FEET; THENCE NORTH 82 DEGREES 41 MINUTES 33 SECONDS EAST, 88.65 FEET;
THENCE NORTH 87 DEGREES 00 MINUTES 20 SECONDS EAST, 88.65 FEET; THENCE SOUTH 88 DEGREES 40
MINUTES 53 SECONDS EAST, 88.65 FEET; THENCE SOUTH 88 DEGREES 00 MINUTES 08 SECONDS EAST,
85.86 FEET; THENCE SOUTH 83 DEGREES 43 MINUTES 10 SECONDS EAST, 238.13 FEET; THENCE NORTH 04
DEGREES 45 MINUTES 16 SECONDS EAST, 13.20 FEET; THENCE NORTH 11 DEGREES 14 MINUTES 44
SECONDS EAST, 288.09 FEET; THENCE NORTH 62 DEGREES 41 MINUTES 24 SECONDS EAST, 127.61 FEET;
THENCE SOUTHEASTERLY ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 267.00 FEET AND A CHORD
BEARING OF SOUTH 22 DEGREES 18 MINUTES 37 SECONDS EAST, AN ARC LENGTH OF 46.60 FEET; THENCE
NORTH 72 DEGREES 41 MINUTES 23 SECONDS EAST, 216.00 FEET; THENCE SOUTH 10 DEGREES 59
MINUTES 02 SECONDS EAST, 106.45 FEET; THENCE SOUTH 01 DEGREES 40 MINUTES 08 SECONDS WEST,
106.45 FEET; THENCE SOUTH 10 DEGREES 43 MINUTES 58 SECONDS WEST, 86.80 FEET; THENCE SOUTH 11
DEGREES 14 MINUTES 44 SECONDS WEST, 80.00 FEET; THENCE SOUTH 07 DEGREES 24 MINUTES 58
SECONDS WEST, 72.99 FEET; THENCE SOUTH 05 DEGREES 14 MINUTES 55 SECONDS EAST, 71.04 FEET;
THENCE SOUTH 18 DEGREES 06 MINUTES 54 SECONDS EAST, 71.04 FEET; THENCE SOUTH 27 DEGREES 45
MINUTES 40 SECONDS EAST, 77.42 FEET; THENCE SOUTH 28 DEGREES 15 MINUTES 03 SECONDS EAST, 80.00
FEET; THENCE SOUTH 27 DEGREES 34 MINUTES 17 SECONDS EAST, 87.88 FEET; THENCE SOUTH 15
DEGREES 28 MINUTES 24 SECONDS EAST, 106.01 FEET; THENCE SOUTH 01 DEGREES 42 MINUTES 03
SECONDS EAST, 52.39 FEET; THENCE NORTH 88 DEGREES 28 MINUTES 09 SECONDS EAST, 84.51 FEET TO
THE EAST LINE OF THE NORTHEAST QUARTER OF SAID SECTION 10; THENCE SOUTH 01 DEGREES 32
MINUTES 43 SECONDS EAST, ALONG THE EAST LINE OF SAID NORTHEAST QUARTER, 74.63 FEET TO THE
SOUTHEAST CORNER OF SAID NORTHEAST QUARTER; THENCE SOUTH 01 DEGREES 27 MINUTES 24
SECONDS EAST, ALONG THE EAST LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 10, 1006.36 FEET
TO THE SOUTHEAST CORNER OF LANDS CONVEYED TO ROBERT M. AND ELAINE E. STEWART BY
DOCUMENT NO. 72-5656; THENCE SOUTH 88 DEGREES 04 MINUTES 01 SECONDS WEST, ALONG THE SOUTH
LINE OF SAID LANDS PER DOCUMENT NO. 72-5656, 2655.55 FEET TO THE SOUTHWEST CORNER OF SAID
LANDS PER DOCUMENT NO. 72-5656, SAID POINT BEING ON THE WEST LINE OF THE SOUTHEAST
QUARTER OF SAID SECTION 10, AND 1876.91 FEET SOUTHERLY OF (AS MEASURED ALONG SAID WEST
LINE) THE POINT OF BEGINNING; THENCE NORTH 01 DEGREES 32 MINUTES 35 SECONDS WEST, ALONG
THE WEST LINE OF THE EAST HALF OF SAID SECTION 10, 1876.91 FEET TO THE POINT OF BEGINNING, IN
THE TOWNSHIP OF KENDALL, KENDALL COUNTY, ILLINOIS, AND CONTAINING 110.29 ACRES OF LAND
MORE OR LESS.
The public hearing may be continued from time to time without further notice being published.
Application and information materials regarding this notice are available for public review and any
questions or written comments should be addressed to the United City of Yorkville Community
Development Department, City Hall, 800 Game Farm Road, Yorkville, Illinois. All interested parties are
invited to attend the public hearing and will be given an opportunity to be heard.
By order of the Corporate Authorities of the United City of Yorkville, Kendall County, Illinois.
BETH WARREN
City Clerk
BY: Lisa Pickering
Deputy Clerk
Summary
As the Planning and Zoning Commission will recall, the petitioners, John and Michelle
Stewart, purchased the incomplete Prestwick of Yorkville subdivision in March 2013 and were
granted approval of an amendment to the original annexation agreement (Ord. 2013-56) with a
revised final plat of Unit 2 to construct a new Christian high school focused on agricultural studies in
October 2014. As originally proposed, the school would have a maximum student capacity of 850
students but would be constructed in phases with the first phase accommodating about 100 students.
The 2013 overall site plan indicated a school size of approximately 25,000 square feet with primary
school traffic occurring off of Ashley Road, as illustrated below.
Since that time, the applicants have secured the a permit from the Illinois Department of
Transportation (IDOT) to make intersection improvements at Route 126 and Penman Road, work
towards the completion of punch list items in Unit 1 of the subdivision, and obtain earthwork and
foundation permits for the school site. However, no intersection or roadway improvements to IL
Route 126 at Penman, intersection of Ashley Road and IL Route 126, nor the Ashley Road
improvements adjacent to school lot have occurred.
Memorandum
To: Planning and Zoning Commission
From: Krysti J. Barksdale-Noble, Community Development Director
CC: Bart Olson, City Administrator
Date: April 4, 2018
Subject: PZC 2018-04 Prestwick of Yorkville – Yorkville Christian School
Request for Amended Final Plat Approval
The petitioners originally sought to amend the current annexation agreement to relieve them
from completing required intersection improvements to Ashley Road and Illinois Route 126, and
constructing an access roadway off of Ashley Road from the Yorkville Christian school site until
such time homes in Phase II of the Prestwick (Ashley Pointe) development are being constructed.
However, upon feedback from staff and the Economic Development Committee (EDC), the
petitioner’s are now seeking to delay the construction of the Ashley Road & Il 126 roadway
improvements until the issuance of the 75th final occupancy permit within the Phase 1 of the
subdivision or seven (7) years, whichever occurs first.
Additionally, and not part of the amended annexation agreement request, the petitioner’s
have revised the overall layout of the school site and increased the building size to 52,000 square feet
to accommodate 300 students and an indoor gymnasium.
Project Background
Below is a chronological bullet point summation of the City Council approvals related to this
project since the purchase of the stalled development by the current petitioners:
Per the amended Annexation Agreement approved in 2013 (Ord. No. 2013-56) Lot 358 of the
original Final Plat was resubdivided for the purpose of accommodating the new private high
school.
Per Ordinance 2013-56, the developer was given credit against all City and County required
road impact fees to which would be collected at time of building permit issuance based upon
the understanding that the developer would make roadway improvements to IL Route 126 at
Penman, Ashley Road and IL Route 126 intersection and Ashley Road improvements
adjacent to Lot 358 where the new school will be located.
Per Ordinance 2013-56, the Developer agreed to provide all required security for the high
school development and roadways.
Per Ordinance 2013-56, the City agreed to allow the school to open with forty percent (40%)
of the required parking in place and the remaining sixty percent (60%) to be land banked and
installed as determined by the City.
Ordinance 2014-57, approved in October 2014 authorizing the Final Plat for the school,
stipulated in Exhibit B that the improvements to IL Route 126 at Penman and IL Route 126 at
Ashley Road must be substantially completed prior to the issuance of an occupancy permit
for the school.
Ordinance 2014-26, approved in May 2014, allowed for the release/reduction in the security
requirements for the roadway completion as part of the development with the written
acknowledgement and agreement by
the Owner/Developer that no
certificate of occupancy for the
school or any other structure
constructed on the property will be
issued by the City until such time a
deposit sufficient for the roadway
improvements related to the Il Route
126 intersection with IDOT has
been provided.
Proposed Amended Final Plat
As proposed, the amended Final Plat
of Subdivision for the school site, located in
Unit 2 of the Prestwick development, will
be revised to only include a reduced land
area of approximately 18-acres as opposed
to the original approximately 43-acre parcel
for the school in the approved 2013 Final
Plat (refer to plans to the right of the page).
In addition, the proposed amended final
plat does not include the originally planned
roadway access off of Ashley Road. Per the
requested amended annexation agreement,
the petitioners are looking to postpone that
access connection until such time either 75
building permits for new construction
homes have been issued in Unit 1 of the
development or seven (7) years (2025),
whichever occurs first.
Traffic Study Analysis:
The petitioner’s have provided an
addendum to the original Traffic Study
prepared in 2013 by KLOA Inc., transportation engineers. The original Traffic Study took into
consideration the traffic impacts of the proposed school at maximum enrollment (850 students),
Originally Approved Final Plat
Proposed Amended Final Plat
Phase I and Phase II residential build out and the utilization of two (2) access roads that will serve the
development, Ashley Road and the intersection of IL Rte 126 and Penman. Ashley Road was to serve
as the primary access point for the school traffic, while IL Rte 127 and Penman would be a secondary
access point for the school and the main access for the residential units. This report also assumed a
2% rate of traffic growth per year. At the conclusion of the study, it was determined that the addition
of the new traffic generated from the school and full build-out of the Prestwick subdivision (Phases I
and II) could be accommodated by the required roadway improvements to IL Rte. 126 and Penman,
IL Rte. 126 and Ashley Road and Ashley Road. Further it was recommended that westbound left-turn
lanes should be provided on Il Rte. 126 at the intersections with Ashley Road and Penman Road.
The addendum prepared by KLOA, Inc. dated February 16, 2018, considered the revised site
plan, school enrollment at full capacity (850 students) and the build out of only Phase I of the
subdivision with the only vehicular access off of IL Rte. 126 and Penman Road. The report also
projected a 1% rate of traffic growth per year. The findings of the traffic addendum concluded the
connection to Ashley Road for the school was not needed to accommodate the estimated traffic
generated by both the school and the complete build-out of the residential homes in Phase I of the
development.
Since the assumptions in the addendum to the traffic study were incongruent with those used in
the original study, staff requested additional information be provided. The attached revised traffic
impact study analyzed the impacts of a proposed 850-student high school at full capacity within the
existing 108-single-family home residential subdivision. It is the conclusion of the study that the
intersection of IL 126 and Penman Road will accommodate and support the traffic from the proposed
school and also residential development by providing the recommended improvements of an
eastbound right-turn lane and a westbound left-turn lane on IL 126, as well as providing a separate
northbound left-turn lane and a northbound right-turn lane on Penman Road.
Additionally, the petitioner has contacted IDOT for confirmation and concurrence that the traffic
study’s conclusions are accurate with regards to Il Rte 126 and Penman Road being able to
accommodate the student and resident vehicular traffic. Staff anticipates a response from IDOT
within the next few weeks, prior to final consideration of the request by City Council.
Staff Recommendation:
Based upon the review of the proposed Final Plat of Subdivision for the Yorkville Christian
School, staff recommends approval of the submitted plan, as they are consistent with the approved
development site plan and the current subdivision control regulations, subject to the recommendations in
the attached plan review letter prepared by the City’s engineering consultant, Engineering Enterprises Inc.
(EEI), dated March 14, 2018.
Proposed Motion:
In consideration of the proposed Final Plat of Subdivision for the Yorkville Christian School, the
Planning and Zoning Commission recommends approval of the plat to the City Council as presented by
the Petitioner in a plan prepared by HR Green, dated last revised February 21, 2018, subject to
engineering staff recommendations in a letter dated March 14, 2018, and further subject to {insert any
additional conditions of the Planning and Zoning Commission}…
Attachments:
1. Copy of Petitioners’ Amended Final Plat Application.
2. Plan Council Memorandum dated March 13, 2018 prepared by the Community
Development Director.
3. EEI Review letter dated March 14, 2018 prepared by Brad Sanderson, City Engineer.
4. Revised Traffic Study Addendum dated March 30, 2018, prepared by KLOA.
I have reviewed the following documents: Final Plat of Subdivision date revised February
21, 2018; Overall Site Plan dated February 2, 2018 prepared by HR Green; and Traffic Study
Addendum dated February 16, 2018 prepared by KLOA.
I have also reviewed the proposed draft Third Amendment to the Annexation Agreement
of the Yorkville Farms Development and the United City of Yorkville (Prestwick of Yorkville
Subdivision) dated February 27, 2018 and prepared by Patti Bernhard, attorney, of
Dommermuth, Cobine, West, Gensler, Philipchuck, Corrigan and Bernhard, Ltd. regarding the
Prestwick of Yorkville development generally located in the southwest quadrant of Rte. 126 and
Ashley Road. Based upon my review and those of other city and local agency staff members of
these plans and documents, I have compiled the following comments:
General Comments:
• Per the amended Annexation Agreement approved in 2013 (Ord. No. 2013-56) Lot 358
of the original Final Plat was resubdivided for the purpose of accommodating the new
private high school.
• Per Ordinance 2013-56, the developer was given credit against all City and County
required road impact fees to which would be collected at time of building permit issuance
based upon the understanding that the developer would make roadway improvements to
IL Route 126 at Penman, Ashley Road and IL Route 126 intersection and Ashley Road
improvements adjacent to Lot 358 where the new school will be located.
• Per Ordinance 2013-56, the Developer agreed to provide all required security for the high
school development and roadways.
• Per Ordinance 2013-56, the City agreed to allow the school to open with forty percent
(40%) of the required parking in place and the remaining sixty percent (60%) to be land
banked and installed as determined by the City.
• Ordinance 2014-57, approved in October 2014 authorizing the Final Plat for the school,
stipulated in Exhibit B that the improvements to IL Route 126 at Penman and IL Route
126 at Ashley Road must be substantially completed prior to the issuance of an
occupancy permit for the school.
• Ordinance 2014-26, approved in May 2014, allowed for the release/reduction in the
security requirements for the roadway completion as part of the development with the
written acknowledgement and agreement by th e Owner/Developer that no certificate of
occupancy for the school or any other structure constructed on the property will be issued
Memorandum
To: Plan Council
From: Krysti Barksdale-Noble, Community Development Director
CC: Bart Olson, City Administrator
Date: March 13, 2018
Subject: PZC 2018-04 Prestwick of Yorkville
Annexation Agreement & Final Plat Amendment Submittal
by the City until such time a deposit sufficient for the roadway improvements related to
the Il Route 126 intersection with IDOT has been provided.
• As of the date of this memorandum, no intersection or roadway improvements to IL
Route 126 at Penman, intersection of Ashley Road and IL Route 126, nor the Ashley
Road improvements adjacent to Lot 358 have occurred.
Amended Final Plat of Subdivision/Overall Site Plan Comments:
• Per Section 10-16-3 of the Zoning Ordinance, off-street parking requirements for high
schools are calculated as 0.25 per student plus 1 per staff. Phase 1 of the school
development anticipates 100 students and 20 staff members, thereby requiring a
minimum of 45 parking stall. The developer proposes to install 144 parking spaces in
Phase 1. The minimum parking requirements have been met.
• Would the developer be amenable to sign Mustang Way for the entire length of the street
rather than bifurcating the street into two (2) names, Mustang Way and Whitekirk Lane?
It is understood that Whitekirk Lane was approved and platted in the existing Unit 1 Final
Plat, but have suggested this change for ease of use.
• Additional comments regarding the Final Plat of Subdivision will be provided by the
City’s engineering consultant, Engineering Enterprises, Inc. under a separate
memorandum.
Amended Annexation Agreement Comments:
• Staff is not supportive of postponing the roadway improvements (access point) off of
Ashley Road adjacent to the school site until such time Phase II of the development has
commenced construction, as the intent of the original annexation agreement amendment
(Ord. 2013-56) and subsequent approvals related to this development were contingent
upon the roadway improvements being completed.
• Should the City consider the requested postponement of the improvements, we would
recommend not tying the trigger for construction to the development of Phase II (which
has not been final platted), but to a fixed number of permits issued in Phase I, such as
after the issuance of the 1st 50 certificate of occupancies, the developer would be required
to commence construction of the roadway improvements off of Ashley Road and be
completed by a certain date or no further building permits will be issued.
• Staff would further recommend if the postponement of the Ashley Road improvements
are approved that the developer would be required to post a sufficient security deposit in
the form of a letter of credit, bond or cash to cover the required work.
• The petitioner also sought to include the following additional language in the proposed
amended annexation agreement:
The City releases its review and approval rights contained in The Highlands at
Ashley Pointe Declaration of Covenants and Restrictions recorded in Kendall
County on May 2, 2007 as Document No. 200700014390.
• Per the attached e-mail from the City Attorney’s office dated March 12, 2018, “…the
City of Yorkville does not currently have review and approval rights over architectural
design of the subdivision. Section 4.3.10 provides that the City must issue a building
permit for out-buildings but leaves architectural decision in the hands of the Architectural
Review Board (“ARB”). That said, no amendment is necessary. If an amendment were
required, it would need to be done in accordance with Article 14 of the Declaration and
not through the Annexation Agreement.”
o Staff does not recommend this language be included in the amended agreement.
KLOA, Inc. Transportation and Parking Planning Consultants
9575 West Higgins Road, Suite 400 | Rosemont, Illinois 60018
p: 847-518-9990 | f: 847-518-9987
MEMORANDUM TO: Michelle Stewart
Yorkville Christian High School
FROM: William R. Woodward
Senior Consultant
Luay R. Aboona, PE
Principal
DATE: March 30, 2018
SUBJECT: Traffic Evaluation Addendum
Proposed Yorkville Christian High School
Yorkville, Illinois
This memorandum serves as an addendum to the traffic impact study conducted by Kenig,
Lindgren, O’Hara, Aboona, Inc. (KLOA, Inc.) in August 2013 for the proposed Yorkville
Christian High School to be located within the Prestwick residential subdivision, which occupies
the southwest quadrant of the intersection of Schoolhouse Road (IL 126) and Ashley Road in
Yorkville, Illinois.
The traffic impact study analyzed the impacts of the proposed 850-student high school within a
proposed 108-single-family home residential subdivision, Prestwick Subdivision. At that time,
the conceptual plan included an access at the existing intersection of IL 126 and Penman Road,
as well as a full access on Ashley Road, south of IL 126. The purpose of this memorandum is to
revisit the previously prepared traffic study based on the recent revised site plan configurations
and proposed traffic patterns, as well as determine whether the access off Ashley Road is needed
to mitigate the traffic impact from the high school at full student capacity (850 students) and the
full buildout of the 108 single-family homes or rather if the intersection of IL 126 and Penman
will continue to be adequate.
Existing Conditions
As noted, access to the Prestwick subdivision is currently from the existing intersection of IL 126
and Penman Road. Penman Road T-intersects IL 126 from the south, providing one lane
inbound and one lane outbound under stop sign control. IL 126 provides one lane in each
direction. No turning lanes (i.e. westbound left-turn lane or eastbound right-turn lane) are
provided. There are approximately four single-family homes built and occupied within the
subdivision. Figure 1 shows the existing weekday morning and weekday evening peak hour
traffic volumes for the intersection of IL 126 and Penman Road. These volumes are from the
Year 2013 traffic study report.
N
NOT TO SCALE
ROADPENMAN126
Figure: 1Job No: 13-138
Kenig,Lindgren,O'Hara,Aboona,Inc.
[00]
LEGEND
00
(00)
Yorkville, Illinois
High School
Yorkville Christian
- AM PEAK HOUR (7:30-8:30 AM)
174 (29
3) [35
3]1 (0) [0]183 (26
7) [26
7]1 (2) [3]1 (2) [2]1 (0) [1]
Existing Traffic Volumes
- PM SCHOOL PEAK HOUR (3:00-4:00 PM)
- PM PEAK HOUR (4:00-5:00 PM)
2
Proposed Yorkville Christian High School
The high school will be located in the southeast quadrant of the subdivision and proposes vehicle
access via an extension of Prestwick Lane. Prestwick Lane intersects Penman Road from the
east.
At full occupancy, the high school will be able to accommodate 850 students. Based on
information received from the school, there are approximately 45 students currently enrolled at
the school, and it is estimated that an additional 20 to 30 students will be enrolled per year. As
such, the high school is not expected to reach full occupancy for several years, but an 850-
student enrollment was used to provide for a conservative analysis.
Proposed Prestwick Subdivision
The residential subdivision was originally planned in two phases, with Phase I including
approximately 108 single-family homes. Phase II, the final phase, included an additional 164
single-family homes. However, for the purposes of this study, only Phase I of the development
was included in the analyses.
Estimated Development-Generated Traffic Generation
The estimate of traffic to be generated by the proposed high school at full student occupancy, as
well as Phase I of the single-family homes development was estimated using data published in the
Institute of Transportation Engineers (ITE) Trip Generation Manual, 9th Edition. Table 1 tabulates
the total trips anticipated for the weekday morning, weekday early afternoon (school dismissal
time), and weekday evening peak hours. The weekday evening peak hour traffic volumes for the
single-family homes was used for the weekday early afternoon peak hour to provide for a
conservative analysis.
Total Projected Traffic Volumes
Figure 2 shows the Year 2025 peak hour traffic volumes at the intersection of IL 126 and Penman
Road, which includes the following.
The existing (Year 2013) peak hour traffic volumes (Figure 1) were increased by a regional
growth factor of 24 percent (two percent per year from 2013 to Year 2025). Regional growth
accounts for growth in the area not attributable to any particular planned development.
Traffic estimated to be generated by the high school and Phase I residential development (Table
1). Traffic was assigned to this intersection using the directional distribution established in the
prior study. It is important to note that some of the traffic expected to be generated by the
proposed high school may come from within the surrounding residential subdivision. However,
all of the high school traffic was assigned to the intersection of IL 126 and Penman Road to
provide for a conservative analysis.
3
Table 1
PROJECTED SITE-GENERATED TRAFFIC VOLUMES
ITE
Land
Use
Code
Weekday Morning
Peak Hour
Weekday
Afternoon Peak
Hour1 (School
Dismissal)
Weekday Evening
Peak Hour
Type/Size In Out Total In Out Total In Out Total
530 High School –
850 Students 249 117 366 116 131 247 52 59 111
210 Phase I –
(108 units) 21 64 85 71 42 113 71 42 113
Total: 270 181 451 187 173 360 123 101 224
1Evening peak hour traffic for single family homes was used to provide a conservative analysis.
4
N
NOT TO SCALE
126
ROADPENMANFigure: 2Job No: 13-138
Kenig,Lindgren,O'Hara,Aboona,Inc.
[00]
LEGEND
00
(00)
Yorkville, Illinois
High School
Yorkville Christian
- AM PEAK HOUR (7:30-8:30 AM)
135 (97) [65]136 (93) [61]22
7 (33
1) [33
1]92 (89) [53]91 (87) [51]
(850 Students, 108 Homes)
Projected Traffic Volumes
215 (36
3) [43
7]
- PM SCHOOL PEAK HOUR (3:00-4:00 PM)
- PM PEAK HOUR (4:00-5:00 PM)
5
Traffic Capacity Analysis
Capacity analyses were performed to determine the ability of the existing roadway system to
accommodate existing and future traffic demands. Analyses were performed for the weekday
morning, weekday early afternoon, and weekday evening peak hours for the existing (Year 2013)
and projected (Year 2025) conditions.
The traffic analyses were performed using the methodologies outlined in the Transportation
Research Board’s Highway Capacity Manual (HCM), 2010 and using Synchro/SimTraffic
analysis software. The analyses for unsignalized intersections determine the average control
delay to vehicles at an intersection. Control delay is the elapsed time from a vehicle joining the
queue at a stop sign (includes the time required to decelerate to a stop) until its departure from
the stop sign and resumption of free flow speed. The methodology analyzes each intersection
approach controlled by a stop sign and considers traffic volumes on all approaches and lane
characteristics. The ability of an intersection to accommodate traffic flow is expressed in terms
of level of service, which is assigned a letter from A to F based on the average control delay
experienced by vehicles passing through the intersection.
With respect to the capacity analyses, it is important to note the following.
The prior traffic study recommended that the intersection of IL 126 and Penman Road be
improved to include an eastbound right-turn lane and a westbound left-turn lane on IL
126, as well as provide a separate northbound left-turn lane and a northbound right-turn
lane on Penman Road. The northbound approach of Penman Road will remain under
stop sign control. The capacity analyses for projected conditions include these
improvements.
The capacity analyses were further calibrated to adjust for the surge of traffic during a
15- to 30-minute time period typically generated by a school during peak arrival and
dismissal times.
A summary of the traffic analysis results showing the LOS and delay for both existing and future
conditions are presented in Table 2. A summary of the queue analyses is shown in Table 3.
6
Table 2
CAPACITY ANALYSES RESULTS – IL 126 AND PENMAN ROAD
Weekday
Morning
Peak Hour
Weekday
Afternoon
Peak Hour
Weekday
Evening
Peak Hour
Intersection LOS Delay LOS Delay LOS Delay
Existing Conditions
Northbound Approach B 10.4 B 13.9 B 12.7
Projected Conditions1
Westbound Left Turn (IL 126) A 8.7 A 9.0 A 8.5
Northbound Approach (Penman) C 18.1 D 27.7 C 17.8
LOS = Level of Service
Delay is measured in seconds.
1Includes eastbound right-turn lane and westbound left-turn lane on IL 126; separate northbound left-turn lane and
right-turn lane on Penman Road.
Table 3
95TH PERCENTILE QUEUE ANALYSIS – IL 126 AND PENMAN ROAD
Weekday
Morning
Peak Hour
Weekday
Afternoon
Peak Hour
Weekday
Evening
Peak Hour
Intersection Queue (ft) Queue (ft) Queue (ft)
Existing Conditions
Northbound Approach 25 25 25
Projected Conditions1
Westbound Left Turn (IL 126) 25 25 25
Northbound Left Turn (Penman) 50 78 28
Northbound Right Turn (Penman) 25 25 25
LOS = Level of Service
Delay is measured in seconds.
1Includes eastbound right-turn lane and westbound left-turn lane on IL 126; separate northbound left-turn lane and
right-turn lane on Penman Road.
7
Given the results of the capacity analyses shown in Table 2 and assuming the roadway
improvements that include an eastbound right-turn lane and a westbound left-turn lane on IL
126, as well as provide a separate northbound left-turn lane and a northbound right-turn lane on
Penman Road, the intersection of IL 126 and Penman Road will operate at acceptable levels of
service under the analyzed projected conditions (850 student enrollment; 108 single-family
homes). Further, the queue analysis shown in Table 3 shows that the peak outbound queue on
Penman Road will be less than 80 feet (four cars) during the school peak dismissal time and one
or two cars during other peak hour periods.
Based on the uncertainty of Phase II of the residential development with respect to when
construction would begin and whether the proposed land use type and density would change (164
additional single-family homes were planned under this phase in Year 2013), Phase II was not
included in the analyses as part of this traffic addendum. It is our understanding from direction
received from the City of Yorkville that a separate addendum with additional analysis that
includes Phase II and the originally proposed connection to Ashley Road should be prepared
once Phase II construction is planned to begin.
Conclusion
An access connection to Ashley Road is not needed to accommodate the traffic estimated to be
generated by the proposed high school at maximum student occupancy (850 students) in addition
to the complete buildout of the 108 single-family homes based on the following.
The intersection of IL 126 and Penman Road will accommodate the traffic from the
proposed school and residential development as long as the recommended improvements of
providing an eastbound right-turn lane and a westbound left-turn lane on IL 126, as well as
providing a separate northbound left-turn lane and a northbound right-turn lane are provided
on Penman Road.
The capacity analyses show that the turning movements will operate at acceptable levels of
service and delay for the weekday morning, weekday afternoon (which captures the school
dismissal time), and the weekday evening peak hours.
The capacity analyses were further adjusted to account for the surge of traffic during a 15-
to 30-minute time period typically generated by a school during peak arrival and dismissal
times. This surge adjustment was also applied to the evening peak hour analysis when the
school is not typically generating traffic, thereby further providing a conservative analysis.
The queue analyses show that the outbound queue on Penman Road will be less than 75 feet
(three cars) during the school peak dismissal time and one car or less during other peak hour
periods.
Providing a westbound left-turn lane and an eastbound right-turn lane on IL 126 will
effectively remove the traffic desiring to turn onto Penman Road without impeding the
through traffic along IL 126.
8
The projected traffic volumes include a regional growth factor of 24 percent (2 percent per
year from Year 2013 to Year 2025), in addition to the traffic estimated to be generated by
the proposed school and residential developments.
The projected Year 2025 traffic volumes are conservative since they consider the school at
maximum student occupancy (850 students) and the complete buildout of the 108 single-
family homes. Based on information provided by the school, maximum occupancy is not
planned for several years beyond Year 2025.
Phase II of the originally proposed residential development was not included in the analyses
as part of this traffic addendum. It is our understanding from direction received from the
City of Yorkville that a separate addendum with additional analysis that includes Phase II
and the originally proposed connection to Ashley Road should be prepared once Phase II
construction is planned to begin.
9