Public Works Packet 2022 09-20-22
AGENDA
PUBLIC WORKS COMMITTEE MEETING
Tuesday, September 20, 2022
6:00 p.m.
City Hall Conference Room
800 Game Farm Road, Yorkville, IL
Citizen Comments:
Minutes for Correction/Approval: July 19, 2022
New Business:
1. PW 2022-62 Blackberry Woods – Performance Guarantee Call
2. PW 2022-63 Proposed 2023 Road to Better Roads Program
3. PW 2022-64 Single Axle Dump Truck Purchase
4. PW 2022-65 Williams Group – Riverfront and Art Easement
Old Business:
Additional Business:
2019/2020/2021 City Council Goals – Public Works Committee
Goal Priority Staff
“Municipal Building Needs & Planning” 2 Bart Olson, Rob Fredrickson, Eric Dhuse,
James Jensen, Tim Evans & Erin Willrett
“Road to Better Roads Funding” 3 Bart Olson, Rob Fredrickson & Eric Dhuse
“Water Planning” 6 Eric Dhuse & Brad Sanderson
“School Safety (Exterior & Traffic)” 8 (tie) Eric Dhuse & James Jensen
“Quiet Zones” 14 (tie) Eric Dhuse, Erin Willrett & Brad Sanderson
“Route 47 Crossings” 19 Eric Dhuse & Brad Sanderson
United City of Yorkville
800 Game Farm Road
Yorkville, Illinois 60560
Telephone: 630-553-4350
www.yorkville.il.us
UNITED CITY OF YORKVILLE
WORKSHEET
PUBLIC WORKS COMMITTEE
Tuesday, September 20, 2022
6:00 PM
CITY HALL CONFERENCE ROOM
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CITIZEN COMMENTS:
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MINUTES FOR CORRECTION/APPROVAL:
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1. July 19, 2022
□ Approved __________
□ As presented
□ With corrections
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NEW BUSINESS:
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1. PW 2022-62 Blackberry Woods – Performance Guarantee Call
□ Moved forward to CC __________
□ Approved by Committee __________
□ Bring back to Committee __________
□ Informational Item
□ Notes ___________________________________________________________________________
_________________________________________________________________________________
_________________________________________________________________________________
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2. PW 2022-63 Proposed 2023 Road to Better Roads Program
□ Moved forward to CC __________
□ Approved by Committee __________
□ Bring back to Committee __________
□ Informational Item
□ Notes ___________________________________________________________________________
_________________________________________________________________________________
_________________________________________________________________________________
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3. PW 2022-64 Single Axle Dump Truck Purchase □ Moved forward to CC __________
□ Approved by Committee __________
□ Bring back to Committee __________
□ Informational Item
□ Notes ___________________________________________________________________________
_________________________________________________________________________________
_________________________________________________________________________________
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4. PW 2022-65 Williams Group – Riverfront and Art Easement
□ Moved forward to CC __________
□ Approved by Committee __________
□ Bring back to Committee __________
□ Informational Item
□ Notes ___________________________________________________________________________
_________________________________________________________________________________
_________________________________________________________________________________
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ADDITIONAL BUSINESS:
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Have a question or comment about this agenda item?
Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville,
tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council
Agenda Item Summary Memo
Title:
Meeting and Date:
Synopsis:
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required:
Council Action Requested:
Submitted by:
Agenda Item Notes:
Reviewed By:
Legal
Finance
Engineer
City Administrator
Community Development
Purchasing
Police
Public Works
Parks and Recreation
Agenda Item Number
Minutes
Tracking Number
Minutes of the Public Works Committee – July 19, 2022
Public Works Committee – September 20, 2022
Majority
Committee Approval
Minute Taker
Name Department
DRAFT
Page 1 of 2
UNITED CITY OF YORKVILLE
PUBLIC WORKS COMMITTEE
Tuesday, July 19, 2022, 6:00pm
Yorkville City Hall, Council Chambers
800 Game Farm Road
In accordance with Public Act 101-0640 and Gubernatorial Disaster Proclamation issued by Governor Pritzker
pursuant to the powers vested in the Governor under the Illinois Emergency Management Agency Act, the
United City of Yorkville is encouraging social distancing during the ongoing pandemic by allowing remote
attendance for this meeting.
IN ATTENDANCE:
Committee Members
Chairman Matt Marek, via Zoom
Alderman Ken Koch, in-person
Alderman Joe Plocher, in-person
Alderman Jason Peterson, via Zoom
Other City Officials
Assistant City Administrator Erin Willrett, in-person
Public Works Director Eric Dhuse, in-person
Engineer Brad Sanderson, EEI, in-person
Other Guests: None
The meeting was called to order at 6:00pm by Chairman Matt Marek
Citizen Comments: None
Previous Meeting Minutes: June 21, 2022
The minutes were approved as presented.
New Business:
1. PW 2022-55 Capital Improvement Projects Update
Mr. Sanderson said D Construction has not completed a project from last year due to product issues for road
rejuvenator. It should be done within 30 days and notices will be sent to the area residents. The Beaver St.
generator project should start later this week and he noted there was a delay in shipment. The well rehab is
finished, however, there is difficulty in disinfecting the well and staff is trying to identify the type of bacteria.
They will do additional disinfection or present the issue to the IEPA. An ongoing strike continues to delay the
Road to Better Roads projects. E. Main St. does not use MFT funds, so a different mix can be used and the
project started back up again this week. The Kennedy/Mill work will be able to move forward as well. The
north elevated tank was scheduled to be repainted in August, however, due to a coating shortage, that work will
be delayed until spring. Mr. Sanderson also said the Corneils road interceptor is tied in with the Bright Farms
which is moving forward and will be bid out in the fall. Bright Farms would like a sewer connection by
February/March. Discussions and negotiations have begun with property owners for easement acquisitions.
DRAFT
Page 2 of 2
2. PW 2022-56 Quarterly Bond and Letter of Credit Reduction Summary
Engineer Sanderson said there were a couple reductions in Kendall Marketplace. No further discussion.
3. PW 2022-57 2021 Sidewalk Improvements – Change Order No. 1 (Balancing)
This project is ending and when the contractor agrees on the quantity, a Change Order is issued. This Change
Order decreases the amount by $11,000 and Mr. Sanderson recommended approval. The Committee was OK
with this and it moves to the consent agenda.
4. PW 2022-58 Kennedy Road and Freedom Place Intersection Improvements - Design Engineering
Agreement
Director Dhuse said this is the contract with EEI for $99,572 for design engineering. It is part of the Grande
Reserve overall development and as it becomes developed, improvements will continue to be made. This moves
to the regular Public Works agenda for City Council.
5. PW 2022-59 Baseline Road Improvements – Design Engineering Agreement
This is an engineering agreement for $34,698 for work on Baseline Rd. which is in very poor condition. This
will be a remove, replace and striping with no turn lanes and the city will work with IDOT on this project. This
moves to the Council consent agenda.
6. PW 2022-60 Ordinance Amending Title 7, Public Ways and Property, of the City Code of the United City
of Yorkville, Kendall County, Illinois (Citing Obstructions in the Roadway)
Mr. Dhuse said this item was discussed a couple months ago and addresses construction materials/obstructions
left in the roadway The current ordinance does not include this and language is needed for safety. Attorney Orr
has been working on an ordinance and once approved, it will go into effect as soon as it is signed. Violations
will be addressed by the Property Maintenance staff and would be an ordinance/adjudication matter This moves
to the regular Council agenda.
7. PW 2022-61 Plat of Vacation – Lincoln Prairie
Mr. Sanderson provided background and said this is an older development that was approved in the early 2000's.
Roads were put in and there is a recorded plat. The original plan was to locate an asphalt plant on Eldamain
Rd., north of Faxon across from Menards. It is a 230 acre parcel and now there is interest in developing this
area with something different. The land owner and the developer wish to vacate the right-of-way within the
parcel. A proposed development will come to the city in the next month or two and Mr. Sanderson said it makes
sense to remove this encumbrance at this time. This will move to the regular Public Works agenda.
Old Business: None
Additional Business:
Alderman Koch asked about the striping and finish date for Ashley Road and Rt. 126. Schedules have been
received from the developer and a letter was sent to them this week. Ashley was to have been striped on this
date and other work is to be completed by mid-August. Mr. Sanderson will report to the committee again next
month. He said the Stewarts are the developers and the project is about 2 years past the maintenance period. It
is possible the bond could be pulled.
There was no further business and the meeting adjourned at 6:21pm.
Minutes respectfully transcribed by
Marlys Young, Minute Taker, in-person
Have a question or comment about this agenda item?
Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville,
tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/gov_officials.php
Agenda Item Summary Memo
Title:
Meeting and Date:
Synopsis:
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required:
Council Action Requested:
Submitted by:
Agenda Item Notes:
Reviewed By:
Legal
Finance
Engineer
City Administrator
Human Resources
Community Development
Police
Public Works
Parks and Recreation
Agenda Item Number
New Business #1
Tracking Number
PW 2022-62
Blackberry Woods (Phase B) – Development Status
Public Works Committee – September 20, 2022
Majority
Consideration of Default Issuance
Consideration of Default Issuance
Brad Sanderson Engineering
Name Department
This memo is to provide an update as to the status of the completion of the improvements for the
Blackberry Woods (Phase B) development.
The City accepted the public improvements on February 25, 2020 and a maintenance bond of
$16,450 was placed on file. A punchlist of work remaining was developed prior to the end of the
one-year maintenance period. Some work was completed, but several items remain as noted in
the attached updated punchlist.
The developer has been non-responsive in the completion of the remainder of the work. Based
on the amount of outstanding work and the lack of progress from the developer, staff is
recommending that a letter of default be prepared and issued to the developer. This would be the
first step in officially calling the bond and afford the developer an additional sixty (60) days to
complete the required improvements, or until November 2022 before the City moves to call the
security.
At this time, we are requesting direction from the City Council as to whether a letter of default
should be issued.
Memorandum
To: Bart Olson, City Administrator
From: Brad Sanderson, EEI
CC: Eric Dhuse, Director of Public Works
Krysti Barksdale-Noble, Community Dev. Dir.
Jori, Behland, City Clerk
Date: September 1, 2022
Subject: Blackberry Woods (Phase B)
CarlyCannonballPurcellIndependenceC o d y
BeecherPatrickCornellEngineering Enterprises, Inc.52 Wheeler RoadSugar Grove, Illinois 60554(630) 466-6700 / www.eeiweb.conBLACKBERRY WOODSLOCATION MAPDATE:JANUARY 2017United City of Yorkville800 Game Farm RoadYorkville, IL 60560(630) 553-4350http://www.yorkville.il.usPHASE BUNITED CITY OF YORKVILLE KENDALL COUNTY, ILLINOISCONSULTING ENGINEERSNO. DATEREVISIONSPROJECT NO.:YO1217PATH:H:/GIS/PUBLIC/YORKVILLE/2016/YO1603- BLACKBERRY WOODS .MXDFILE:fffääNORTHPhase Boundary4000400200FeetPhase BPhase A
Have a question or comment about this agenda item?
Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville,
tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/gov_officials.php
Agenda Item Summary Memo
Title:
Meeting and Date:
Synopsis:
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required:
Council Action Requested:
Submitted by:
Agenda Item Notes:
Reviewed By:
Legal
Finance
Engineer
City Administrator
Human Resources
Community Development
Police
Public Works
Parks and Recreation
Agenda Item Number
New Business #2
Tracking Number
PW 2022-63
Pavement Management Program Update
Public Works Committee – September 20, 2022
Majority
Approval of 3-Year Plan
Consideration of 3-Year Plan
Brad Sanderson Engineering
Name Department
Background
In the recent past, the City has selected streets for its upcoming RTBR program in the
September timeframe. The timing allows us to move forward with the design in the fall and
to receive IDOT approvals in early winter. We are then able to take advantage of bidding in
February/March, which has historically been a prime bidding environment.
Discussion
A brief presentation has been prepared to provide an overview of the Pavement Management
Plan. The presentation also provides recommendations and presents the new 3-year plan.
A preliminary budget of $1,500,000 per year has been recommended by staff and will be re-
evaluated on an annual basis.
It should be noted that the Baseline Road project is addressed separately as the design contract
has already been approved.
We are recommending that the streets be reevaluated in 2025.
Action Requested:
1. General concurrence from City Council on the proposed 2023 RTBR program.
2. General concurrence from the City Council on the proposed 3-year RTBR program.
Note that this will be reevaluated in September 2023.
Memorandum
To: Bart Olson, City Administrator
From: Brad Sanderson, EEI
Eric Dhuse, Director of Public Works
CC: Jori Behland, City Clerk
Rob Fredrickson, Finance Director
Date: September 12, 2022
Subject: Pavement Management Update / Roads to Better Roads Program
PAVEMENT MANAGEMENT
PROGRAM UPDATE
United City of Yorkville / September 20, 2022
1. Recap 2018 Pavement Management Report
2. Paving History Review
3. Recommendations and Draft 3-Year Plan
4. Questions
Agenda
RECAP 2018 PAVEMENT
MANAGEMENT REPORT
Pavement Management
Project Goals
• Assign a Rating to Each Roadway and
Inventory Each Street in the City
• Develop Maintenance Strategies and Costs
• Review Budget Needs and Impacts
• Apply Budget and Develop 5-Year Plan
What is a Pavement Management
Program?
• It is a decision-making process that helps
municipalities make cost-effective decisions
concerning the maintenance and rehabilitation of
their jurisdiction’s pavements
What is a Pavement Management
Program?Overall Pavement ConditionAge (Years)
Example Deterioration Curve
Roadway Inspections
Overall Pavement
Condition Index (PCI)
Quality Rank
Surface Distress Index (SDI)
Roughness Index (RI)
Structural Index (SI)
Road Surface Tester
Subsurface Tester
• Pros
• Cons
• Estimated Cost
Roadway Inspections
Cannonball Trail - Very Good
Alice Avenue - Poor
Heartland Drive - Good
McHugh Road - Excellent
Baseline Road - Very Poor
Fairhaven Drive - Fair
Roadway Inspections
• 113.5 Miles of Roadway in
the City were Tested
• 7.5 Miles of Roadway are
Binder Only (Not-
Accepted)
• Overall Surface Rating of
76
• 74% of Roadways “Good
or Better”, 26% “Fair or
Worse”
6.6%
35.7%
32.1%
17.3%
7.3%
1.0%Surface Condition
EXCELLENT
VERY GOOD
GOOD
FAIR
POOR
VERY POOR
% of Total System Mileage
2013 & 2018 COMPARISON
2013 2018
18.0%
32.0%
25.3%
10.3%
13.8%
0.6%Surface Condition
EXCELLENT
VERY GOOD
GOOD
FAIR
POOR
VERY POOR
% of Total System Mileage
25% Fair or Worse
6.6%
35.7%
32.1%
17.3%
7.3%
1.0%Surface Condition
EXCELLENT
VERY GOOD
GOOD
FAIR
POOR
VERY POOR
% of Total System Mileage
26% Fair or Worse
Report Recommendations
• 2018 Pavement Management Report recommended
spending $2.1M per year to maintain the City’s streets
• This would result in resurfacing your streets approximately
every 20 years
• Spending $1.0M per year would result in the City streets being
resurfaced approximately every 40 years
PAVING HISTORY AND
IMPROVEMENTS REVIEW
• Total of 69.8 Miles of resurfacing or 6.8 Miles/Year
• 29.7 Miles from Developers for completion of Subdivision Streets
• 23.4 Miles from RTBR
• 3.4 Miles from Bonds (Countryside)
• 3.4 Miles from Federal Grants
• 9.9 Miles from Other Sources (ComEd, County, Rebuild & Water)
ROADWAY IMPROVEMENTS RECAP
(2013-2022)
• Pros
• Cons
• Estimated Cost
*Includes REBUILD Ill inois Roadw ays
• Pros
• Cons
• Estimated Cost
• Pros
• Cons
• Estimated Cost
RECOMMENDATIONS AND
DRAFT 3-YEAR PLAN
• Recommend new Pavement Management Study in 2025
• Industry Practice is to Inspect the Streets every 5-7 years
• First inspection completed in 2012
• Second inspection completed in 2018
• Next inspection targeted for 2025
• Proposed Schedule
• Roadway Inspection and Processing - 2025
• Analysis and Draft Program - Winter 2025/2026
• Council Presentation/Approval - Spring 2026
Pavement Management Next Steps
• Need to adopt a new plan for 2023-2025
• Plans are re-evaluated every September for upcoming year
• Proposed Schedule
• Approval of 3-Year Plan – September 27, 2022
• Engineering Agreement Approvals (2023 Streets) – October 25, 2022
• Bidding/Letting – February 2023
• Construction Begins – May 2023
Draft 3-Year Plan
• Pros
• Cons
• Estimated Cost
• Pros
• Cons
• Estimated Cost
• Pros
• Cons
• Estimated Cost
2026 REHABILITATION
OPTIONS AND BEYOND
Note: All the above subdivisions are at a point on the deterioration curve where resurfacing would be recommended.
There are additional subdivisions that are beyond these that are slightly behind.
• Pros
• Cons
• Estimated Cost
• Pros
• Cons
• Estimated Cost
Questions or
Comments?
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VETERANS
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AYFOX
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LISBON
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PARKR O U T E 7 1
DRIVEWAY
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PRI
VATE DRI
VEPRAIRIE CROSSINGMAI
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DRIVEWAYBRIDGEPRIVATE DRIVE
P R I V A T E D R I V E
D R I V E W AY
A N D R E W BRI
DGEMAINS O M O N A U KSCHMIDT CANYONROUTE 126
D R I V E W AYBRIDGEDRIVEWAY
PRIVATE DRIVEASHLEY D
E
E
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P
OIN
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R O U T E 71DRIVEWAYDRIVEWAYPRIVATE DRIVEELDAMAINTIMBERBUDD PRIVATE DRIVEHYDRAULIC
PRIVATE DRIVE
B E E C H E R
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M A P L E WILLOWDEERWESTD R I V E W A Y
PRIVATE DRIVE
BEECHER
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ROUTE 47L EW IS
DRIVEWAYD R I V E W A YPRIVATE DRIVEDRIVEWAYD
RIV
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A
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DRIVEWAYDRIVEWAY PRI
VATE DRI
VES T A G E C O A C H
PRIVATE DRIVEPAVING HISTORY 2012-2022
DATE:
PROJECT NO.:
FILE:
BY:
AUG 2022
YO2238
YO2238 PAVING HISTORY 2012-2022.MXD
MJT
PAVEMENT MANAGEMENTSYSTEM UPDATE 2022UNITED CITY OF YORKVILLE, ILLINOIS
Engineering Enterprises, Inc.52 Wheeler RoadSugar Grove, Illinois 60554(630) 466-6700www.eeiweb.com PATH:H:\GIS\PUBLIC\YORKVILLE\2022\YO2238
United City of Yorkville800 Game Farm RoadYorkville, IL 60560
N O R T H°
Legend
Year of Improvement
2012
2013
2014
2015
2016
2017
2018
2019
2020
2021
2022
IllinoisRailwayRRB N S F R R
Rob Roy CreekRob Roy CreekF o x R iv e r Rob Roy CreekRob Roy CreekRob Roy CreekBlackberry CreekBlackberry CreekF o x R i v e r
Middle Aux Sable Creek Rob Roy CreekBlackberry C reek Blackberry CreekFox RiverB l a c k b e r r y C r e e k
Blackberry Creek
Fox RiverBig Rock CreekBlackberry CreekM organ CreekMiddle Aux Sable Creek
F o x R iverFox RiverGALENA
FOX
AM ENT
R I V E R ROUTE 71ROUTE 30
ROUTE 34CORN EIL S
MILL
C A N N O N B A L L
MINKLERKENNEDYBRIDGEASHLEYROUTE 126
ROUTE 47LEGIONVAN EMMON MCHUGHBASELINE
MAIN
HIGHPOINTDICKSONELDAMAINSPRING
BLOCKVETERANS
TUMA
FIELDS
IMMANUELGORDONFAXON
POPLARP
A
V
I
L
L
I
ON STATIONSUNDOWNBRISTOL RIDGE
G
R
A
N
D
EASHE TUSCANY
S TA G E C O A C HBEECHER RESERVATIONCOUNTRYJOHN
GATES
EMERALD
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C
E
N
T
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A
N
D
A
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OMAHAPA RK S I D E WRENSIMONS O M O N A U KGAME FARMSTATEMORGANPRESCOTTORANGE
BERRYWOOD
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KLATT
WINDETT RIDGE HAYDENKATE
TIMBER OAKDEERO A K
ALDENBERTRAM
FREEMONTBOOMBAHCONCORDOAK CREEK MAYFIELDSUMACHAMPTONH O F F M A N ROSENWINKELHEARTLAND LAKEWOOD CREEKA
UTU
M
N C
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JUSTICESECRETARIAT
GRAPE VINECREEKPR A I R IE C R O S S I NG REBECCAPRIVATE DRIVE
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A
MP
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ELDENG R E E N B R I A R ROBERTBLUESTEMLAURENTIMBERCREEKVENETIAN
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DEERPOINTROODSAVOY
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IDENTA
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PLEASURE
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CHMONDDILLON
BRIAN
SCHMIDTTHUNDER GULCHTITUSSIENNAJENNA
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H I G H P O I N T PINEPRAIRIE POINTE
WOODWORTHPORTAGE
CAMDENDOLPH
GALLANT FOX
B R I G H T O N O A K S ANDREAP
AT
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RL
OOKCARDINALFOX HILLS
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MU L HERN
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SILVER CITY
GLEN NELSONLAUR EL
RIVER OAKS
ARCADIAF
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B U C K T H O R N
T
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L
E
R
C
R
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RIVERSIDEDRIVEWAYW ASHINGTONPRIVATE DRIVE
VETERANS
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RIDGE
WA
L
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LISBON
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PARKR O U T E 7 1
DRIVEWAY
S T A G E C O A C HDRIVEWAYDRIVEWAY KATEDRIVEWAY
D RI VE WAY
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BEECHERPRIVATE DRIVEPRIVATE DRIVE
DRIVE WAY
PRIVATE DRIVESUNSETDRI
VEWAYRIV
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P R I VAT E D R I V E
ROUTE 34
R
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4
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M A P L E
B U D D
PRIVATE DRIVE
PRIVATE DRIVEDRIVEWAYJOHN PARKPRIVATE DRIVEDRI VEWAY
PRI
VATE DRI
VEPRAIRIE CROSSINGMAI
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DRIVEWAYBRIDGEPRIVATE DRIVE
P R I V A T E D R I V E
D R I V E WAY
A N D R E W BRI
DGEMAINS O M O N A U KSCHMIDT CANYONROUTE 126
D R I V E W AYBRIDGEDRIVEWAY
PRIVATE DRIVEASHLEY D
E
E
R
P
OIN
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R O U TE 71DRIVEWAYDRIVEWAYPRIVATE DRIVEELDAMAINTIMBERBUDD PRIVATE DRIVEHYDRAULIC
PRIVATE DRIVE
B E E C H E R
HARTFIELDR E B E C C A
DRIVEWAY
M A P L E WILLOWDEERWESTD R I V E W A Y
PRIVATE DRIVE
BEECHER
FAXON
PRI
VATE DRI
VEDRI VE WAY
ROUTE 47L EW I S
DRIVEWAYD R I V E W A YPRIVATE DRIVEDRIVEWAYD
RIV
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W
A
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DRIVEWAYDRIVEWAY PRI
VATE DRI
VES T A G E C O A C H
PRIVATE DRIVEDRAFT 3-YEAR PLAN
DATE:
PROJECT NO.:
FILE:
BY:
SEPTEMBER 2022
YO2238
MJT
PAVEMENT MANAGEMENTSYSTEM UPDATE 2022UNITED CITY OF YORKVILLE, ILLINOIS
Engineering Enterprises, Inc.52 Wheeler RoadSugar Grove, Illinois 60554(630) 466-6700www.eeiweb.com PATH:H:\GIS\PUBLIC\YORKVILLE\2022\YO2238
United City of Yorkville800 Game Farm RoadYorkville, IL 60560
N O R T H°
Legend
Year of Improvement
2023
2024
2025
YO2238 Paving 3 Year Plan
IllinoisRailwayRRB N S F R R
Rob Roy CreekRob Roy CreekF o x R iv e r Rob Roy CreekRob Roy CreekRob Roy CreekBlackberry CreekBlackberry CreekF o x R i v e r
Middle Aux Sable Creek Rob Roy CreekBlackberry C reek Blackberry CreekFox RiverB la c k b e r r y C r e e k
Blackberry Creek
Fox RiverBig Rock CreekBlackberry CreekMorgan CreekMidd le Aux Sable Creek
F o x R iverFox RiverGALENA
FOX
AME NT
R I V E R ROUTE 71ROUTE 30
ROUTE 34CORN EI LS
MILL
C A N N O N B A L L
MINKLERKENNEDYBRIDGEASHLEYROUTE 126
ROUTE 47LEGIONVAN EMMON MCHUGHBASELINE
MAIN
HIGHPOINTDICKSONELDAMAINSPRING
BLOCKVETERANS
TUMA
FIELDS
IMMANUELGORDONFAXON
POPLARP
A
V
I
L
L
I
ON STATIONSUNDOWNBRISTOL RIDGE
G
R
A
N
D
EASHE T USCANY
S TA G E C O A C HBEECHER RESERVATIONCOUNTRYJOHN
GATES
EMERALD
PENMANERICA
FAIRFAXFOLI
ADAM
C
E
N
T
E
R
PARK
EXIT
HILLTOP AUDREYALICE RICKARDCOUNTRYSIDE
SCHOOLHOUSE
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L
A
N
D
A
L
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OMAHAPA RK SI DE WRENSIMONS O M O N A U KGAME FARMSTATEMORGANPRESCOTTORANGE
BERRYWOOD
KENDALL
TERILISBONFOSTER
KLATT
WINDETT RIDGE HAYDENKATE
TIMBER OAKDEERO A K
ALDENBERTRAM
FREEMONTBOOMBAHCONCORDOAK CREEK MAYFIELDSUMACHAMPTONH O F F M A N ROSENWINKELHEARTLAND LAKEWOOD CREEKA
UTU
M
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ORDQ U IN S E Y
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JUSTICESE CR ETARIAT
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OSBRONKINGSMILLWHITE ROSEHOMESTEADFOXTAILBRISTOLCALIENDOSUNSETSTACYDOBBINS
NAWAKWAP IN E R ID G E
CARLY JASONMADELINEBRUELLT
A
MP
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ELDENG R E E N B R I A R ROBERTBLUESTEMLAURENTIMBERCREEKVENETIAN
CHURCHW A T E R P A R K
BAILEYADRIANMCMURTRIECHADWA L S H PLUMGRACEHIGH RIDGENORTHLANDMAR G A R ET
DEERPOINTROODSAVO Y
LAKE SIDEWEST
IDENTA
TALLGRASSSEELEY
PENNMANJACOB
SYCAMOREMILLBROOKHIG HL AND
HUNT
PLEASURE
DANIELLEWHI
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T W IN L E A F
EMILY EMMAWHITEKIRK
COLONIAL
BASE LINE
LEISURE
R E D B U D
LANDMARK
SHAUNA
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BRIAN
SCHMIDTTHUNDER GULCHTITUSSIENNAJENNA
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WELLSCORNELLJUNIPER
B U C K T H O R N
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RIVERSIDEDRIVEWAYW ASHINGTONPRIVATE DRIVE
VETERANS
D R I V E W A Y
DRIVEWAYDRIVEWAY CRIMSONPRIVATE DRIVESTATEROUTE 34DRIVEWAY
PARKMILLDRIVEWAY
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D R I V E WAY DRIVEWAYROUTE 71HYDRAULICPRIVATE DRIVEDRIVEWAY
PRIVATE DRIVEDRI
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PRIVATE DRIVESUNSETDRI
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NPRIVATE DRIVE
DRIVEWAYBRIDGEPRIVATE DRIVE
P R I V A T E D R I V E
D R I V E W AY
A N D R E W BRI
DGEMAINS O M O N A U KSCHMIDT CANYONROUTE 126
D R I V E W AYBRIDGEDRIVEWAY
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E
R
P
OIN
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R O U T E 71DRIVEWAYDRIVEWAYPRIVATE DRIVEELDAMAINTIMBERBUDD PRIVATE DRIVEHYDRAULIC
PRIVATE DRIVE
B E E C H E R
HARTFIELDR E B E C C A
DRIVEWAY
M A P L E WILLOWDEERWESTD R I V E W A Y
PRIVATE DRIVE
BEECHER
FAXON
PRI
VATE DRI
VEDRI V E WAY
ROUTE 47L EW IS
DRIVEWAYD R I V E W A YPRIVATE DRIVEDRIVEWAYD
RIV
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W
A
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DRIVEWAYDRIVEWAY PRI
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PRIVATE DRIVE2026 SUBDIVISION PAVING NEEDS
DATE:
PROJECT NO.:
FILE:
BY:
SEPTEMBER 2022
YO2238
MJT
PAVEMENT MANAGEMENTSYSTEM UPDATE 2022UNITED CITY OF YORKVILLE, ILLINOIS
Engineering Enterprises, Inc.52 Wheeler RoadSugar Grove, Illinois 60554(630) 466-6700www.eeiweb.com PATH:H:\GIS\PUBLIC\YORKVILLE\2022\YO2238
United City of Yorkville800 Game Farm RoadYorkville, IL 60560
N O R T H°
Legend
RESURFACING
YO2238 Paving Immediate Future Paving Needs Best
FOX HIGHLANDS
RAINTREE VILLAGE
RAINTREE VILLAGE
RIVERS EDGE
HEARTLAND CIRCLE
KYLYNS RIDGE
PRAIRIE MEADOWS
AUTUMN CREEK
BRISTOL BAY
HEARTLAND
RTBR PROGRAM UPDATEUnited City of YorkvilleSEPTEMBER 2022PROPOSED RTBR PROGRAM FUNDINGSTREET FROM TO STRATEGY LENGTH AREADEFLECTION CONDITIONDYNAMIC CONDITIONSURFACE CONDITIONCURRENT RANKCOSTALICE AVENUE FAXON ROAD CANNONBALL TRAILVARIABLE DEPTH MILL, OVERLAY 3"2,377 9,500 100 91 54 78 220,900$ ALLEY STATE STREET MAIN STREETMILL 4", OVERLAY 4"310 650 N/A N/A N/A N/A 31,100$ BRISTOL RIDGE ROAD KENNEDY ROAD CITY LIMITSVARIABLE DEPTH MILL, OVERLAY 3"1,015 3,710 100 100 58 84 83,400$ COMMERCIAL DRIVE WEST END BOOMBAH BOULEVARDVARIABLE DEPTH MILL, OVERLAY 3"1,578 6,770 100 94 72 87 159,500$ DALTON AVENUE LANDMARK AVENUE FREEMONT STREETVARIABLE DEPTH MILL, OVERLAY 3"670 2,200 100 86 64 83 64,800$ E CENTER STREET IL ROUTE 47 LIBERTY STREETVARIABLE DEPTH MILL, OVERLAY 3"754 1,820 100 90 71 86 53,500$ FREEMONT STREET WALNUT STREET LANDMARK AVENUEVARIABLE DEPTH MILL, OVERLAY 3"605 2,195 100 88 82 84 65,700$ KING ST W RIVER STREET W SOMONAUK STREETMILL 4", OVERLAY 4"1,185 3,440 100 84 56 69 192,200$ LANDMARK AVENUE IL ROUTE 47 MARKETPLACE DRIVEVARIABLE DEPTH MILL, OVERLAY 3"1,440 4,640 100 90 69 85 138,600$ LIBERTY STREET E PARK STREET E MAIN STREETVARIABLE DEPTH MILL, OVERLAY 3"1,315 3,440 100 82 71 81 96,700$ MARKETPLACE DRIVE US ROUTE 34 MCHUGH ROADVARIABLE DEPTH MILL, OVERLAY 3"1,170 4,370 100 99 60 85 128,400$ W CENTER STREET WEST END IL ROUTE 47MILL 4", OVERLAY 4"1,850 3,800 100 86 64 73 86,500$ MILL 4", OVERLAY 4"N/A 1,320 N/A N/A N/A N/A 38,200$ W MAIN STREET WEST END IL ROUTE 47MILL 4", OVERLAY 4"910 2,890 100 83 62 80 109,100$ N/A N/A N/A N/A N/A N/A 35,000$ N/A N/A N/A N/A N/A N/A 62,000$ N/A N/A N/A N/A N/A N/A 115,000$ 1,680,600$ PROPOSED CITY-WIDE CAPITAL FUNDINGBASELINE ROAD IL ROUTE 47 CITY LIMITSGRIND 5", OVERLAY 5"7,450 18220 100 69 38 40 654,000.00$ 654,000.00$ 2023 (FY24) STREET REHABILITATION LISTTOTAL:PAVEMENT REJUVENATION (2022 RESURFACING STREETS)TOTAL:W. CENTER STREET PARKING LOTMISCELLANEOUS CITY WIDE CRACK SEALINGMISCELLANEOUS CITY WIDE STRIPING
RTBR PROGRAM UPDATEUnited City of YorkvilleSEPTEMBER 2022PROPOSED RTBR PROGRAM FUNDINGSTREET FROM TO STRATEGY LENGTH AREADEFLECTION CONDITIONDYNAMIC CONDITIONSURFACE CONDITIONCURRENT RANKCOSTBELL STREET E FOX STREET NORTH ENDVARIABLE DEPTH MILL, OVERLAY 3"188 585 100 93 36 71 13,750$ CLOVER COURT COUNTRY HILLS DRIVE DEAD ENDVARIABLE DEPTH MILL, OVERLAY 3"666 2,120 100 82 69 82 58,648$ COUNTRY HILLS DRIVE IL ROUTE 71 HAMPTON LANEVARIABLE DEPTH MILL, OVERLAY 3"2,020 6,960 100 93 68 84 192,541$ E HYDRAULIC AVENUE IL ROUTE 47 MILL STREETVARIABLE DEPTH MILL, OVERLAY 3"836 3,044 100 80 70 84 78,827$ E VAN EMMON STREET IL ROUTE 47 CITY LIMITVARIABLE DEPTH MILL, OVERLAY 3"2,734 10,160 100 95 72 85 281,066$ FAWN RIDGE COURT COUNTRY HILLS DRIVE DEAD ENDVARIABLE DEPTH MILL, OVERLAY 3"505 2,340 100 87 71 84 64,734$ GARDEN CIRCLE GARDEN STREET GARDEN STREETVARIABLE DEPTH MILL, OVERLAY 3"1,573 5,350 100 89 66 84 148,002$ GARDEN STREET IL ROUTE 47 GARDEN CIRCLEVARIABLE DEPTH MILL, OVERLAY 3"935 3,365 100 94 66 85 93,089$ GREENFIELD TURN COUNTRY HILLS DRIVE COUNTRY HILLS DRIVEVARIABLE DEPTH MILL, OVERLAY 3"3,195 9,175 100 87 68 81 253,817$ HARVEST TRAIL COUNTRY HILLS DRIVE DEAD ENDVARIABLE DEPTH MILL, OVERLAY 3"330 1,180 100 96 69 87 32,644$ MEADOWLARK COURT MEADOWLARK LANE DEAD ENDVARIABLE DEPTH MILL, OVERLAY 3"161 1,010 100 66 73 78 27,941$ MEADOWLARK LANE GREENFIELD TURN GREENFIELD TURNVARIABLE DEPTH MILL, OVERLAY 3"1,306 4,280 100 80 65 84 118,402$ MILL STREET E VAN EMMON STREET E HYDRAULIC AVENUEVARIABLE DEPTH MILL, OVERLAY 3"367 800 100 92 69 85 16,973$ SUNNY DELL COURT GREENFIELD TURN DEAD ENDVARIABLE DEPTH MILL, OVERLAY 3"564 2,125 100 90 66 84 58,786$ SUNNY DELL LANE GREENFIELD TURN RAINTREE ROADVARIABLE DEPTH MILL, OVERLAY 3"290 920 100 84 66 80 25,451$ N/A N/A N/A N/A N/A N/A 35,000$ N/A N/A N/A N/A N/A N/A 62,000$ N/A N/A N/A N/A N/A N/A 74,000$ 1,635,671$ 2024 (FY25) STREET REHABILITATION LISTPAVEMENT REJUVENATION (2023 RESURFACING STREETS)TOTAL:MISCELLANEOUS CITY WIDE CRACK SEALINGMISCELLANEOUS CITY WIDE STRIPING
RTBR PROGRAM UPDATEUnited City of YorkvilleSEPTEMBER 2022PROPOSED RTBR PROGRAM FUNDINGSTREET FROM TO STRATEGY LENGTH AREADEFLECTION CONDITIONDYNAMIC CONDITIONSURFACE CONDITIONCURRENT RANKCOSTALAN DALE LANE ALICE AVE RED TAIL COURTVARIABLE DEPTH MILL, OVERLAY 3"1,013 3,130 100 86 65 81 84,297$ ANDREA COURT OVERLOOK COURT EAST ENDVARIABLE DEPTH MILL, OVERLAY 3"587 2,300 100 91 72 86 66,172$ BEECHER ROAD US ROUTE 34 JOHN STREETVARIABLE DEPTH MILL, OVERLAY 3"880 4,640 100 92 69 84 113,421$ BLACKBERRY SHORE LANE NORTHLAND LANE CANNONBALL TRAILMILL 3", OVERLAY 3"863 4,790 100 95 72 87 117,088$ BOOMER LANE CANNONBALL TRAIL SOUTH ENDVARIABLE DEPTH MILL, OVERLAY 3"950 2,125 100 91 68 83 51,944$ CHESHIRE COURT FAIRHAVEN DRIVE WEST ENDVARIABLE DEPTH MILL, OVERLAY 3"305 1,310 100 87 64 82 37,689$ CORNEILS ROAD IL ROUTE 47 CITY LIMITVARIABLE DEPTH MILL, OVERLAY 3"1,320 3,100 100 95 58 83 68,400$ DENISE COURT ALAN DALE LANE WEST ENDVARIABLE DEPTH MILL, OVERLAY 3"400 1,640 100 88 73 85 47,184$ DOVER COURT (N) NORTH END FAIRHAVEN DRIVEVARIABLE DEPTH MILL, OVERLAY 3"384 1,660 100 81 66 80 47,759$ DOVER COURT (S) FAIRHAVEN DRIVE SOUTH ENDVARIABLE DEPTH MILL, OVERLAY 3"213 1,120 100 68 66 73 32,223$ ESSEX COURT FAIRHAVEN DRIVE NORTH ENDVARIABLE DEPTH MILL, OVERLAY 3"279 1,250 100 80 69 81 35,963$ FAIRHAVEN DRIVE BOOMER LANE CANNONBALL TRAILVARIABLE DEPTH MILL, OVERLAY 3"2,752 7,460 100 87 66 83 200,912$ MEADOWVIEW LANE YELLOWSTONE LANE RED TAIL LANEVARIABLE DEPTH MILL, OVERLAY 3"879 2,980 100 80 61 78 85,736$ NEWBURY COURT FAIRHAVEN DRIVE NORTH ENDVARIABLE DEPTH MILL, OVERLAY 3"292 1,280 100 75 71 80 36,826$ NORTHLAND LANE BLACKBERRY SHORE LANE YELLOWSTONE LANEVARIABLE DEPTH MILL, OVERLAY 3"1,992 6,310 100 79 70 78 169,940$ NORTON LANE MEADOWVIEW LANE CANNONBALL TRAILVARIABLE DEPTH MILL, OVERLAY 3"312 760 100 88 69 84 21,866$ OVERLOOK COURT CANNONBALL TRAIL SOUTH ENDVARIABLE DEPTH MILL, OVERLAY 3"669 2,630 100 79 72 82 75,667$ RED TAIL COURT ALAN DALE LANE WEST ENDVARIABLE DEPTH MILL, OVERLAY 3"282 1,470 100 78 71 81 42,293$ RED TAIL LANE RED TAIL COURT MEADOWVIEW LANEVARIABLE DEPTH MILL, OVERLAY 3"407 1,550 100 75 61 75 44,594$ YELLOWSTONE LANE NORTHLAND LANE MEADOWVIEW LANEVARIABLE DEPTH MILL, OVERLAY 3"1,312 3,910 100 71 66 76 105,303$ N/A N/A N/A N/A N/A N/A 35,000$ N/A N/A N/A N/A N/A N/A 62,000$ N/A N/A N/A N/A N/A N/A 59,500$ 1,641,777$ 2025 (FY26) STREET REHABILITATION LISTPAVEMENT REJUVENTATION (2024 RESURFACING)TOTAL:MISCELLANEOUS CITY WIDE CRACK SEALING MISCELLANEOUS CITY WIDE STRIPING
RTBR PROGRAM UPDATEUnited City of YorkvilleSEPTEMBER 2022PROPOSED RTBR PROGRAM FUNDINGSUBDIVISION STRATEGY LENGTH AREAWEIGHTED AVERAGE DEFLECTION CONDITIONWEIGHTED AVERAGE DYNAMIC CONDITIONWEIGHTED AVERAGE SURFACE CONDITIONWEIGHTED AVERAGE RANKTOTAL COSTBRISTOL BAYVARIABLE DEPTH MILL, OVERLAY 3"4.02 61,840 100 82.9 71.0 82.1 1,782,634$ PRAIRIE MEADOWSVARIABLE DEPTH MILL, OVERLAY 3"1.76 27,400 100 87.4 67.3 82.9 819,846$ HEARTLAND CIRCLEVARIABLE DEPTH MILL, OVERLAY 3"3.13 49,120 100 85.3 74.3 83.9 1,469,738$ HEARTLANDVARIABLE DEPTH MILL, OVERLAY 3"2.02 33,945 100 88.6 70.0 84.1 1,015,681$ RIVERS EDGEVARIABLE DEPTH MILL, OVERLAY 3"2.07 33,235 100 88.5 71.4 84.5 994,437$ FOX HIGHLANDS/RAINTREE UNITS 1, 2 & 3VARIABLE DEPTH MILL, OVERLAY 3"4.42 73,010 100 91.5 70.4 84.6 2,184,560$ KYLYN'SVARIABLE DEPTH MILL, OVERLAY 3"1.64 25,230 100 89.6 72.6 84.7 754,916$ AUTUMN CREEK UNITS 1, 1A, 2, 2A, & 2BVARIABLE DEPTH MILL, OVERLAY 3"4.21 66,810 100 89.1 75.3 85.4 1,999,060$ 11,020,873$ 2026 (FY27) STREET REHABILITATION OPTIONSTOTAL:
Illin o is R a ilw a y R R
B N S F R R
Rob Roy CreekRob Roy CreekF o x R i v e r Rob Roy CreekRob Roy CreekRob Roy CreekBlackberry CreekBlackberry CreekF o x R i v e r
Mid
dle A
u
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a
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C
ree
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B la ck b e rry C reek
Fox RiverB l a c k b e r r y C r e e k
Blackberry Creek
Fox RiverBig Rock CreekB ig R ock C reekBlackberry CreekM organ C reekMiddle Aux Sable Cree
F o x R iv e r Fox RiverBridgeF o x
Galena
River
Veterans
AmentEldamainCorneils
Ke n n e d y
AshleyMill
MinklerLegion
Baseline
Van Emmon
BlockConcord
Spring DicksonHighpointMain
Cannonball
FieldsGordon
Popl
arTuma
McHughImmanuelPav
illi
o
nFaxon
Troon
MitchelG
ra
n
d
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SundownBudd AsheSchoolhouseBeecherJohnKlatt
Bristol Ridge
Gates
Hoffman
Foli
Schaefer PrescottKellerCenter
St a g e c o a c h
Hilltop
Park
CountryPenmanTuscany
AudreyJeterAdam
Alice RickardSomonauk
Bertram
R
eservation
Bristol Bay
Erica EdwardMcLel
l
anA
la
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D
ale
Countryside
BenjaminKristenWrenFoster
Parkside
Orange WillowStateUS Route #34
TeriOmahaKendall SimonDeerLisbonAldenGame FarmManchester
Heartland
Ha y d e n
FreemontLillia
nRosenwinkel Berrywood
BoombahCarey Lakewood CreekWalnut
MapleRiverside
Or chi d
Autumn Creek
H a mp t o n CrimsonSumac
Elm
KingAndrew MatlockFor
dBig Bend
Oak Creek
Providence
HillsideAvalon
HartfieldLibertyWackerKe l l y
Bar
ber
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ySutton
Parkway
HeustisFairfieldWashington
Country Hills
Julie
R
a
i
n
t
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Coral
Cummins
Patterson
RonhillWestWestern
CoachWinding CreekIsabelOld GloryJackson
Lilac PatronRavineMargaret StacyRyanWi
n
g Riva RidgeBristolFairhaven
Secretariat
Blackberry Shore
BruellBeaver MarketviewBrian
Green Briar
Whitekirk
Riley
MayUS Route 34
OsbronCarly
Prairie CrossingC a lie n d o
JusticeRobertKi n g s mi llQui nsey
MorganPratt
L y n n
El
denJenna
SunsetDobbins
Highview NorthlandLaurenGrape VineChurchWalsh White RoseMcMurtrie JasonWat er par k
Homestead
AdrianMa d e lin e
Lewis
B lu e s t e m
FairfaxKa t e RebeccaGraceRoodVenetian
Pleasure
Colonial
Madison
NawakwaDanielleDillon
Savoy
PlumWoodview Thunder GulchJacob
BurrCryderEi leen
Hunt
SycamoreTwi nl eafCaledonia
ColtonHighland
High RidgeOak
Pecos
I
dent
aPurcell
BaileyLarkspurBanburyLeisure
Whi
te OakSeeley
Redbud
IroquoisLandmark
Titus
Cypress
SearlBlaine EmilyAlexisHeather
RichmondCanyonSchmidtWest
onS ie n n a
Bernadette
Ponderosa FarmS la t e
Windett RidgeMi ll B r o o k
H
a
n
b
ur
y
Clearwater
Timber CreekC h a r le s
Olive ThomasM
unson
Rose HillCrossHillcrest
Conover
KentshireCrooked CreekWi
ndhamHaz el t i ne
Wolf
L
e
g
n
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F o x t a ilMillraceL a v e n d e r
Whirlaway
Fox Gl en
Elizabeth
Anna Maria
G
e
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Shauna
BadgerAcornGarden ArtesianCl
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id
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Cottonwood
BirchwoodNorth
H
id
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a
wa
y
CotswoldGr eenf iel d
Blake GardinerRoyal Oa
ks
E
m
erald
AsterHarris River WoodNo r way Pine RidgeLi nden
Deere Crossing GroveSouth
Gilda
Taus
Ru b y EllsworthBarrett
Squi r e
EvergreenArrowhead
Lexington
Wild IndigoHuntington
Timber RidgeTanglewood TrailsAspenGaylord
Lyman
Gawne
Frances
Astor
Boyer
Y
or
k
ville BisselCranston
Shadow Creek BradyAmerican
Commercial
WarblerLong GroveBonnie
Pensacola
G
oldenrod BurnettJuanita
Sage
L
e
n
o
x KathleenChally
Deerpath
Prairie Grass ConstitutionTremontJonathanGeorgeanna MarketplaceC a n a r y He
n
n
i
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T
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orn
hill
Wythe
Oaklawn
W Kendall Dr
M
o
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Cl ov e r
D
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Ridge
IlliniPinewoodOlsenGarritano
Inge
m
unson HobbsLyncli
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ri
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Col
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Preston
LongviewMui
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Honeysuckle
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Hawk HollowC o n s e r v a t io n
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all
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Country Vie
wMartin
Wood Sage
Strawberry
S u n n y D e llS
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Vi
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age Vi
ewWilsonBirch
Red Tail
HickoryBuchanan
WoodworthDolph HillsboroPrairie Pointe
WorsleySummerwindRiver Birch
Hydraulic
A n d r e a
WoodlandAuburnP i n e
ColumbinePat
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OakwoodCe n t r a l
Ti mb e r Vi e w
TowerDydyna
Naden
VeronicaSprucePalmerAmanda
Et helJul
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usCl
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mo
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Cody
Coral
berryGains
BellColony
Ke n d a l l Ci r
R
e
h
b
e
h
n
JohnsonMulhern Indian CliffsBat or
Tomasik
Evans
Laurel
River Oaks
PhelpsWinchesterN
orton
SavannaDrayton
Powers
Wint er t hur PatriotF
ar
m
ste
a
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Fl i nt Cr ee
Regal Oak
Appletree CobaltAllegianceShoegerCandleberryOwen
Silver City
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c
h
o
ol
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u
s
eStateColeDicksonBeecherJohn ParkHartfieldBri stol
MainRebecca
Crimson
Oa k
Rebecca
JeterBaileyCanyon
F a i r f a x
Faxon
SchmidtMainWa
l
n
u
t
Hydraulic AndrewBeecher
St agecoach
St a g e c o a c h
F o x MillP a r k
Highpoint
Faxon
AshleyEmerald
MitchelSchoolhouse
Park
Center
S t a g e c o a ch MorganPenman
Mapl e McHughRidge
CURRENT SURFACE CONDITION
DATE:
PROJECT NO.:
FILE:
BY:
OCTOBER 2018
YO1815-C
YO1815 CURRENT SURFACE RANK.MXD
CJO
PAVEMENT MANAGEMENT
SYSTEM UPDATE 2018
UNITED CITY OF YORKVILLE, ILLINOIS
Engineering Enterprises, Inc.
52 Wheeler Road
Sugar Grove, Illinois 60554
(630) 466-6700
www.eeiweb.com
PATH:H:\GIS\PUBLIC\YORKVILLE\2018\YO1815
United City of Yorkville
800 Game Farm Road
Yorkville, IL 60560
NORTH
°
Legend
SURFACE CONDITION
Gravel Road
Binder Only
10-39 Very Poor
40-59 Poor
60-69 Fair
70-79 Good
80-89 Very Good
90-100 Excellent
H
ollenback C
reek
Hol
l
enback CreekMi
l
l
br
ookSleepy HollowWalker
HelmarStagecoach
HollenbackWalker Walker
GF
GF
GF
GF
GFGF
GF
GF
GF
W River St
W Main St
King StChurch StN Bridge StS Bridge StCopyright nearmap 2015
Engineering Enterprises, Inc.52 Wheeler RoadSugar Grove, Illinois 60554(630) 466-6700
KING STREET MODIFICATIONSwww.eeiweb.com DATE
DATE:
PROJECT NO.:
FILE:
PATH:
BY:
SEPTEMBER 2022
YO2239
YO2245_King Street Sight Distance Modifications
H:\GIS\PUBLIC\YORKVILLE\2022\
MJT
NO.REVISIONS ³United City of Yorkville800 Game Farm RoadYorkville, IL 60560630-553-4350www.yorkville.il.us
200 0100 Feet
Legend
GF HYD RANT
PRIVATE DRIVE
PRIVATE DRIVE
TURN AROUND
KING ST TO BE REMOVED _
ALTERNATIVE ACCESSTO NEIGHBORHOODFROM CHURCH ST
CURRENT SIGHT DISTANCE TO WESTFROM KING STREET CURRENT SIGHT DISTANCE TO EASTFROM KING STREET
TURN-OUT FOR HYDRANT FLUSHINGTO REMAIN
KING STREET CURB
MAIN
CENTER
KINGBRIDGECOLTONCHURCHSPRING
RIVER WESTS O M O N A U K
GAME FARM TOWERS O M O N A U K
Copyright nearmap 2015
Engineering Enterprises, Inc.52 Wheeler RoadSugar Grove, Illinois 60554(630) 466-6700
2023 RTBRFULL CURB REPLACEMENT EXHIBITwww.eeiweb.com DATE
DATE:
PROJECT NO.:
FILE:
PATH:
BY:
SEPTEMBER 2022
YO2239
YO2245_King Street Sight Distance Modifications
H:\GIS\PUBLIC\YORKVILLE\2022\
MJT
NO.REVISIONS ³United City of Yorkville800 Game Farm RoadYorkville, IL 60560630-553-4350www.yorkville.il.us
300 0150 Feet
Legend
CURB REPLACEMENT
Have a question or comment about this agenda item?
Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville,
tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council
Agenda Item Summary Memo
Title:
Meeting and Date:
Synopsis:
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required:
Council Action Requested:
Submitted by:
Agenda Item Notes:
Reviewed By:
Legal
Finance
Engineer
City Administrator
Community Development
Purchasing
Police
Public Works
Parks and Recreation
Agenda Item Number
New Business #3
Tracking Number
PW 2022-64
Truck Purchase
Public Works Committee – September 20, 2022
Supermajority (6 out of 9)
Approval
Proposed purchase of single axle dump truck for delivery in FY 24
Eric Dhuse Public Works
Name Department
Summary
Staff is proposing the purchase of a single axle dump truck that has been budgeted in the
approved FY 23 budget. In addition, there will be an update on all vehicle and equipment
purchases since FY 21.
Background
As we all know, the supply chain issues have made it next to impossible for us to get
large trucks. I have attached a spreadsheet that shows just how long we have been waiting for
some vehicles and equipment to arrive. One vehicle of note was a single axle dump truck that
was approved by city council and ordered in November of 2021. We are now being told that the
truck will not even be built until April of 2023 with a delivery to the body builder by July of
2023 which means we should have it for the winter of 2023 a full 2 years after ordering.
At this time, we have a chance to order a 2024 Mack single axle truck fully outfitted for
snow with a Delivery date of September of 2023. However, there is a drawback which is the
price. The quoted price is $285,970 which is approximately $60,000 over our last truck we
ordered.
The $60,000 is a big difference, there is no getting around it. But, at this time, Peterbilt
and Kenworth will not give you build dates, let alone a delivery date or firm pricing. Finding
any type of new truck these days is tough, and I am sure it comes with a premium price.
Currently, we have $240,000 budgeted for this purchase. This leaves a ~$46,000 difference from
the budgeted amount to the quoted price. Since this will not be ready for delivery until FY 24,
we can roll the $240,000 forward and add ~$46,000 to make sure and cover the cost as quoted.
This truck is sorely needed in our fleet. We have not added a truck to the fleet without
trading one in since 2008. In that time, we have added roads in many subdivisions such as
Raintree, Grande Reserve, Kendallwood, Caledonia, and we will soon add roads in Bristol Bay.
Having another large dump truck will certainly expedite the plowing process and allow us to
become more efficient.
Recommendation
I recommend purchasing the proposed single axle dump truck as quoted from Lindco
Equipment Sales of Merrillville, Indiana at a price not to exceed $285,970 and to account for this
purchase in the FY 24 budget. This is a Sourcewell contract price, there was no RFP or
competitive bidding. Therefore, an affirmative supermajority vote will be needed to approve this
purchase.
Memorandum
To: Public Works Committee
From: Eric Dhuse, Director of Public Works
CC: Bart Olson, City Administrator
Date: September 13, 2022
Subject: Truck Purchase
FY 23 Will Posess Deferred to
Equipment Price in FY23 Balance FY 24 Notes
$1,226,414
Carried from FY 22
Single Axle Dump Truck $223,513 $223,513 Truck will not be built until April of 23. Delivery in Sept 23
Bucket Truck $230,658 $230,658 Supposed to be done in May of 23
Wheel Loader $173,140 $167,530 $1,058,884
One Ton Dump $65,174 $65,174 $993,710 Ordered 11/9/21 due to arrive 10/1/22
One Ton Dump $65,174 $65,174 $928,536 Ordered 11/9/21 due to arrive 10/1/22
FY 23
Sealcoat Machine $60,000 $60,000 $868,536 Will order this winter to be ready for summer 2023
Striping Machine $8,000 $8,000 $860,536
Grapple Bucket $15,000 $15,000 Push to 24 to be able to purchase truck bed and spreader
UTV $15,000 $12,000
Ditch Mowing Tractor $95,000 $59,326
2 snow plows for parks $16,000 $16,000 $844,536 Will order ASAP since trucks are coming in.
Parks Gator $9,000 $9,000 PW bought the trade in tractor for $9000
Flatbed for Sweeper $15,000 $15,000 Push to next year, still deciding the best use
Brine Rig $25,000 $25,000 Push to next year, still deciding the best use
Snow plow for sewer truck $8,000 $8,000 $836,536 Will buy when we order truck
Leaf Vac $110,000 $110,000 Will order in winter to be ready for fall of 23 FY 24
Director Truck $23,000 $23,000 $813,536 Will order
Building and Grounds Truck $55,000 $55,000 $758,536 Will Order
Single Axle Dump $240,000 $240,000 Will order this year, but will not be ready until FY 24
$859,171
Water Department
Pickup Truck $43,561 $43,561 Ordered 11/9/21 Delivery by 11/1/22
Pickup Truck $43,561 $43,561 Ordered 11/9/21 Delivery by 11/1/22
Transit Van $40,000 Meter install vehicle. Will order when available
Transit Van $40,000 Locator vehicle. Will order when available
Director Truck 1/3 $17,000 Will Order
Bucket Truck $100,000 $100,000 carry forward to pay for bucket truck
Pickup Truck $56,000 Will Order
Director Truck 1/3 $17,000 Will Order
PW Captial Worksheet FY 23 and FY 24
TOTAL DEFERRED
PREPARED FOR
QUOTE INFORMATION
PREPARED BY
MEYE2022000122D496
MD7 42R
M & K TRUCK CENTER OF GARY, LLC
3001 E 15TH PL
GARY
DATE
IN 46403-3679
Qty: 1
8/8/2022
CUSTOMER
PROPOSAL
TECHNICAL SPECIFICATION (cont.)
CUSTOMER/VEHICLE INFO DESCRIPTION
S CHASSIS (BASE MODEL)MD742 - 42R MEDIUM DUTY, CLASS 7 w/ 6.7L, (MAX 33,000lbs GVWR)
S ASSEMBLY PLANT FACTORY USA (RV, MACK)
VEHICLE USE & BODY/TRAILER TYPE DUMP TRUCK
VEHICLE VOCATION CONSTRUCTION SERVICE
S CUSTOMER FLEET SIZE DEALER FLEET WITH LESS THAN 25 VEHICLES IN OWN FLEET OF ANY VEHICLE BRAND
TYPE OF SERVICE MUNICIPAL
S WARRANTY REGISTRATION LOCATION USA - WARRANTY REGISTRATION LOCATION
EMISSION WARRANTY CERTIFICATION EPA (only) Cummins Diesel
S INITIAL REGISTRATION LOCATION USA REGISTRATION
S LANGUAGE-PUBS/DECAL/SIGNS ENGLISH
S TERRAIN GRADE CITY, STARTING GRADES<6%
S LOADING SURFACE ASPHALT LOADING AND / OR UNLOADING SURFACE
OPERATING CLASS OPERATING CLASS 6
ENGINE & TRANSMISSION DESCRIPTION
ENGINE / MOTOR ISB6.7-300 DIESEL CUMMINS 300HP @ 2600RPM (GOV) 660 LB-FT, US21
TRANSMISSION 2500 RDS 6 SP-ALLISON RUGGED DUTY SERIES GEN 6 (WITH PTO PROVISIONS)
S FUELSENSE CALIBRATION ALLISON FUELSENSE, NEUTRAL AT STOP
S TRANSM AUTO NEUTRAL ON P-BRAKE AUTO NEUTRAL SINGLE INPUT WITH SHIFT SELECTOR OVERRIDE
ENGINE & TRANSMISSION EQUIPMENT DESCRIPTION
ENGINE BRAKE TYPE ENGINE BRAKE
CRUISE CONTROL CRUISE CONTROL
S ALTERNATOR DELCO 12V 160A (28SI) BRUSH-TYPE
BATTERY DISCONNECT SWITCH BATTERY DISCONNECT SWITCH
S STARTER MOTOR 12 VOLT MELCO STARTER (MITSUBISHI ELECTRIC)
ENGINE BLOCK HEATER 120 VOLT / 0.75 KW, ENGINE BLOCK HEATER
S POWER TAKE OFF CONTROL WITHOUT POWER TAKE OFF CONTROL
AXLE & SUSPENSION DESCRIPTION
S FRONT AXLE 12,000LB MERITOR MFS+ 5400 KG
S SPRINGS - FRONT MACK TAPERLEAF 12300# (5500 KG) GROUND LOAD RATING
S FRONT AXLE BRAKES MERITOR "S" CAM TYPE 16.5" x 5" Q+
REAR AXLE - SINGLE 21000# (9525 kg) MERITOR MS-21-14X, (W/ DIFF LOCK) CASING 11.0mm
S REAR SUSPENSION - SINGLE 21000# (9525kg) MULTILEAF
SUSPENSION LEVELLING DEVICE (CA in
PC29 only)WITHOUT SUSPENSION LEVELLING DEVICE
S BRAKES - REAR MERITOR "S" CAM 16.5"x7" Q+
S REAR AXLE RATIO RATIO 5.57, REAR AXLE
CHASSIS EQUIPMENT DESCRIPTION
S IDLE EMISSION CERTIFICATION IDLE EMISSION CERTIFICATION, CARB 08
DPF DIESEL PARTICULATE FILTER CUMMINS SINGLE MODULE E.A.T.S. RH SIDE UNDER CAB US17 (7L over 271HP only!!)
S EXHAUST UNDERFRAME RIGHT SIDE INBOARD MOUNTED (Diesel engines only)
MD7 42R
TECHNICAL SPECIFICATION
PRICELIST DATE QUOTATION DATE
20220523 MEYE2022000122D496 8/8/2022
PAGE
2 of 10
TECHNICAL SPECIFICATION (cont.)
FRAME EQUIPMENT & FUEL TANKS DESCRIPTION
WHEELBASE 150" Wheelbase (87" CA) 50" After-frame
S FRAME RAILS STEEL - 260MM X 70MM X 8MM -- (10.24" X 2.75" X 0.31" ); RBM 1,580,000 LB-IN
S PRIMARY FUEL FILTER FUEL FILTER & WATER SEPARATOR (Diesel engines only)
S FUEL TANK - LH 50 GALLON (190 L) 22" ALUMINUM ROUND
CAB INTERIOR DESCRIPTION
S SPEEDOMETER -&- GAUGES - UNIT(s)
OF MEASURE U.S. UNITS (PREDOMINANT)
BACK-UP ALARM BACK-UP ALARM
S AIR RESTRICTION INDICATOR MECHANICAL, GRADUATED, ON FILTER
S DAYTIME RUNNING LIGHTS DRL WHEN ENGINE RUNNING & PARK BRAKE OFF
S FIRE EXTINGUISHER HAND FIRE EXTINGUISHER 1.1 KG (2.5LB) ENGLISH DECAL, ABC
S AUDIO SYSTEM RADIO, AM/FM, MP3, WEATHER BAND
S AUDIO INTEGRAT. PHONE HANDSFRE AUDIO INTEGRATED HANDSFREE PHONE, BLUETOOTH
S AUDIO COMMUNICATION CONNECTOR AUDIO COMMUNICATION CONNECTOR, USB AUDIO
S COMMUNICATION EQUIPMENT FACTORY INSTALLED GEOTAB FLEET MANAGEMENT SYSTEM
S DRIVER SEAT MACK DRIVERS SEAT, AIR SUSPENDED
DRIVERS SEAT UPHOLSTERY DRIVERS SEAT UPHOLSTERY, MORDURA
PASSENGER SEAT FIXED BENCH SEAT SUPPORT, INTEGRATED STORAGE BOX
PASSENGERS SEAT UPHOLSTRY PASSENGERS SEAT UPHOLSTERY, MORDURA
SEAT BELT(S)ALL SEAT BELTS, ORANGE
CAB EXTERIOR DESCRIPTION
S HOOD RADIATOR GRILLE, FINISH HOOD RADIATOR GRILLE FINISH, MATTE BLACK
S FRONT BUMPER FINISH FRONT BUMPER FINISH PAINTED GLOSS BLACK
MIRRORS - EXTERIOR HEATED AND MOTORIZED MIRRORS BOTH SIDES, BLACK (Anthem mirror)
WHEELS & TIRES DESCRIPTION
TIRES BRAND/TYPE - FRONT 11R22.5 H BRIDGESTONE R268 ECOPIA (13220 lbs) (Total for QTY = 2)
WHEELS - FRONT 22.5x8.25 ACCURIDE, POWDER COATED WHITE STEEL DISC (Total for QTY = 2)
FRONT AXLE TIRE & WHEEL QUANTITY TWO FRONT TIRES & WHEELS
TIRES BRAND/TYPE - REAR 11R22.5 G BRIDGESTONE M760 ECOPIA (23360 lbs) (DRIVE ONLY) (Total for QTY = 4)
WHEELS - REAR 22.5x8.25 ACCURIDE, POWDER COATED WHITE STEEL DISC (Total for QTY = 4)
REAR AXLE TIRE & WHEEL QUANTITY FOUR REAR AXLE TIRES & WHEELS
PAINT DESCRIPTION
S PAINT COLOR - FIRST COLOR GLACIER WHITE; P3029
BASE WARRANTY & PURCHASED
COVERAGES DESCRIPTION
S ENGINE TOWING WARRANTY CUMMINS ENGINES (Contact Cummins for Standard Warranty and Extended Coverage Details)
S MACK ONECALL BUNDLE 12 MONTH - ASIST AND MACK ONECALL
S VEHICLE WARRANTY TYPE NORMAL DUTY WARRANTY CLASSIFICATION
S BASIC CHASSIS COVERAGE CHASSIS PLAN 24 MO/UNLIMITED MI NORMAL DUTY PROTECTION PLAN
S ENGINE WARRANTY CUMMINS ENGINES B6.7 (Contact Cummins for Standard Warranty and Extended Coverage Details)
PRICELIST DATE QUOTATION DATE
20220523 MEYE2022000122D496 8/8/2022
PAGE
3 of 10
TECHNICAL SPECIFICATION (cont.)
BASE WARRANTY & PURCHASED
COVERAGES DESCRIPTION
S EMISSION COMPONENT COVERAGE CUMMINS ENGINES (Contact Cummins for Standard Warranty and Extended Coverage Details)
S TRANSMISSION WARRANTY ALLISON TRANSMISSIONS (Contact Allison Transmission for standard warranty and extended coverage
data
S AIR CONDITIONING WARRANTY AIR CONDITIONING STANDARD COVERAGE (Sealed System Only) 24 MONTHS UNLIMITED MILEAGE
S CHASSIS TOWING WARRANTY STANDARD CHASSIS TOWING 90 DAYS OR 5,000 MILES
S PARTNERED SERVICES GEOTAB FOR MACK TRUCKS - 12 MONTH
ADDITIONAL OPTIONS (Non Approved)DESCRIPTION
CA TRANSMISSION 3000 RDS 6 SPEED ALLISON GEN6 W/PROGNOSTICS, WITH PTO PROVISION
ADDITIONAL ENGINEERING (Non Approved)DESCRIPTION
CA
PRICELIST DATE QUOTATION DATE
20220523 MEYE2022000122D496 8/8/2022
PAGE
4 of 10
PRICING SUMMARY
$101,479.00
TAX SUMMARY AMT. SUBJECT TO TAX
FET $101,479.00 $0.00
Tire Tax Credit N/A $0.00
TOTAL TAX $0.00
TOTAL SELLING PRICE (PER UNIT) USD $101,479.00
M & K TRUCK CENTER OF GARY, LLC DATE DATE
MD7 42R
VEHICLE PRICE
PRICELIST DATE QUOTATION DATE
20220523 MEYE2022000122D496 8/8/2022
PAGE
5 of 10
VEHICLE SPECIFICATION/CALCULATED PERFORMANCE SUMMARY
Description Sales Code Dwg Ref Length UOM
Front Frame Extension N/A FE 0.0 INCHES
Bumper to Front Axle N/A BA 40.0 INCHES
Wheelbase N/A WB 150.2 INCHES
Rear Overhang N/A OH 50.0 INCHES
Overall Length N/A OL 240.2 INCHES
Bumper to Back of Cab N/A BBC 103.0 INCHES
Eff. Bumper to Back of Cab N/A EBBC 103.0 INCHES
Eff. Cab to Rear Axle N/A ECA 87.2 INCHES
Eff. Front Axle to Back of Cab N/A EAC 63.0 INCHES
Eff. Cab to End of Frame N/A ECEF 137.2 INCHES
Unladen 5th Wheel Height 001AA3 5W 0.0 INCHES
Unladen Frame Height N/A FH 40.9 INCHES
Cab Height N/A CH 69.1 INCHES
Overall Height N/A OVH 110.0 INCHES
Driver CG N/A DCG 59.1 INCHES
Second Front Axle Spacing 001AA3 SFAS 0.0 INCHES
PRICELIST DATE QUOTATION DATE
20220523 MEYE2022000122D496 8/8/2022
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VEHICLE SPECIFICATION/CALCULATED PERFORMANCE SUMMARY
Description Sales Code Dwg Ref Left Value(in)Right Value(in)
Wheelbase N/A WB 150.2 150.2
Available Rail Space Right N/A ARSR N/A 68.1
Available Rail Space Left N/A ARSL 58.1 N/A
Eff. Front Axle to Back of Cab N/A REF 63.0 63.0
Front Axle To Fender 001AA3 N/A 30.0 30.0
Battery Box 001AA3 N/A 0.0 25.0
50 GALLON (190 L) 22" ALUMINUM ROUND / TRUCK 288AC2 / 001AA3 N/A 41.0 0.0
Ad-Blue Tank 001AA3 N/A 0.0 6.0
Drive Tire Radius 901090 N/A 21.1 21.1
Top View image is intended for illustration purposes only and is not presented to scale. Wheelbase, Axle Spacing and After frame
are not shown as specified, but are a representation. Customer Adaptation (CA) options and relocated components are not
represented in these images. Most CA options impact the variation of the image, thus an image may not populate. Calculations
are approximate to a tolerance of ± 4 inches due to component mounting variation. Certain chassis component options are NOT
represented in the Top View image, such as, but not exclusive to, Front Frame Extensions, Fuel Water Separators, Air Dryers,
PTOs, Fifth Wheels, Chassis Fairings, Toolboxes, Trailer Connections. For further information on these items and their respective
locations on your specification, please refer to the data sheets associated with those items in the configurator.
PRICELIST DATE QUOTATION DATE
20220523 MEYE2022000122D496 8/8/2022
PAGE
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VEHICLE SPECIFICATION/CALCULATED PERFORMANCE SUMMARY
Rear
Description Sales Code Dwg Ref Unladen Laden UOM
Requested Fifth Wheel Height 001AA3 0.0 0.0 INCHES
Tire Radius 901090 A 21.1 19.6 INCHES
Suspension Height 260AA5 B 9.5 8.0 INCHES
Frame Depth YBXD1X C 10.2 10.2 INCHES
Closest Available Fifth Wheel Leg Height N/A D 0.0 0.0 INCHES
Total Height N/A E 40.9 37.8 INCHES
PRICELIST DATE QUOTATION DATE
20220523 MEYE2022000122D496 8/8/2022
PAGE
8 of 10
CALCULATED PERFORMANCE SUMMARY
Tare Weights Front Axle Rear Axle
(s)Total UOM
Chassis 6222 3592 9813 LB
Driver 122 79 201 LB
Fuel 302 40 342 LB
Body/Trailer -346 3848 3501 LB
Total Tare 6299 7558 13857 LB
Payloads
First Body Payload -1200 13340 12139 LB
Total - Lift Axles Down 5099 20897 25995 LB
GAWR 12000 13996 25995 LB
Inputs Required Inputs UOM
Driver Weight 201 LB
Total Body Length 16.4 FEET
Body Tare Weight 3501 LB
Front of Body to Body CG 96.0 INCHES
Additional Clearance from Back of Exhaust to Front of Body 6.0 INCHES
VEHICLE SPECIFICATION SUMMARY
Description Description Dwg Ref Length UOM
Bumper to Front Axle N/A BA 40.0 INCHES
Wheelbase N/A WB 150.2 INCHES
Rear Overhang N/A OH 50.0 INCHES
Bumper to Back of Cab N/A BBC 103.0 INCHES
BOC Exhaust Space 130AA9 N/A 0.0 INCHES
Driver CG from Front Axle N/A DCG 59.1 INCHES
First Pusher Axle Spacing 0.0 INCHES
PRICELIST DATE QUOTATION DATE
20220523 MEYE2022000122D496 8/8/2022
PAGE
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VEHICLE SPECIFICATION/CALCULATED PERFORMANCE SUMMARY
Sub-Category Sales Code Sales Code Description Value UOM
Front Axle 2400S0 12,000LB MERITOR MFS+ 5400 KG 12000 LB
Front Suspension 2440C4 MACK TAPERLEAF 12300# (5500 KG) GROUND LOAD RATING 12000 LB
Front Tires 900AT0 11R22.5 H BRIDGESTONE R268 ECOPIA (13220 lbs)13220 LB
Front Wheels 5310Y1 22.5x8.25 ACCURIDE, POWDER COATED WHITE STEEL DISC 14800 LB
Front GAWR 12000 LB
Rear Axle 2520O2 21000# (9525 kg) MERITOR MS-21-14X, (W/ DIFF LOCK) CASING 11.0mm 21000 LB
Rear Suspension 260AA5 21000# (9525kg) MULTILEAF 21000 LB
Rear Tires 901090 11R22.5 G BRIDGESTONE M760 ECOPIA (23360 lbs) (DRIVE ONLY)23369 LB
Rear Wheels 346176 22.5x8.25 ACCURIDE, POWDER COATED WHITE STEEL DISC 29600 LB
Rear GAWR 21000 LB
Truck GVWR 25995 LB
Gross Combination Weight Rating 0 LB
Tax Value GVWR (USA FET Only)33000 LB
PRICELIST DATE QUOTATION DATE
20220523 MEYE2022000122D496 8/8/2022
PAGE
10 of 10
Two (2) Units will be Currently Available for
Delivery September 2023 to Your Location
with Complete Snow & Ice Equipment Package
2023 Mack MD7 42R Chassis
• 33,000 GVWR
• ISB6.7-300 Cummins 300 HP
• 3000 RDS 6 Speed Allison with PTO provision
• Air brakes
• Engine Brake
• 12,000LB Meritor Front Axle
• 12,300 Mack Taperleaf front springs
• 21,000LB Meritor Rear Axle with Diff Lock
• 21,000LB Multileaf rear suspension
• 150” Wheelbase with 87” Cab to Axle
• Horizontal Muffler and Exhaust on Curbside
• Driver Air Suspension Seat with Fixed Passenger Seat
• Heated and Motorized Mirrors
• 11R22.5 H Bridgestone Front Tires
• 11R22.5 G Bridgestone Rear Tires
Viking-Cives Equipment
• Viking-Cives 10’ 6-8 Yard 3/16” Stainless Steel Dump Body
with 1/4” Hardox Floor
• Enclosed 1/2 Cab Shield with Six (6) Strobes in Front, One
(1) Strobe in Each Side, Four (4) Strobes & One (1) Set of
S/T/T/Back Up Lights in Rear
• Fold Under Ladder with Grab Handles on Driver Side
• Two (2) Strobes & One (1) Set of S/T/T/Back Up Lights in
Each Rear Corner Post
• Spreader Light on Driver Side Under Body
• Poly 1/2 Fenders in Front of Rear Wheel & Swinging
Removable Mud Flaps Behind Rear Wheels
• Certified Power or Force America Central Hydraulics with
Stainless Steel Reservoir/Valve Enclosure, Wescon Single
Axle Control with Lock for Hoist, Wescon Dual Axis Control
for Snowplow and Freedom 2.1 or CS5100 Spreader
Control
• SnoBare 10’ Wide x 40” High Poly Trip Edge Snow Plow
with SQH Quick Hitch, Defelctor, Plow Markers and hood
Mounted LED Heated Plow Lights
CONTACT US ON A TOTAL PACKAGE PRICE
Two (2) Units will be Currently Available for
Delivery September 2023 to Your Location
with Complete Snow & Ice Equipment Package
2023 Mack Granite 42FR Chassis
• 41,360 GVWR
• MP7-355C Mack 355HP
• 3000 RDS 6 Speed Allison with PTO provision
• Air brakes
• Engine Brake
• 18,000LB Mack FXL18 Front Axle
• 18,000LB Mack Taperleaf front springs
• 26,000LB Meritor Rear Axle with Single Reduction
• 26,000LB Multileaf rear suspension with Helper
• 180” Wheelbase with 92” Cab to Axle
• Horizontal Muffler and Vertical Exhaust on Curbside
• Driver Air Suspension Seat with Fixed Passenger Seat
• Heated and Motorized Mirrors
• 315/80R22.5 L Bridgestone M870 (20,000LB) Front Tires
• 11R22.5 G Bridgestone M770 (23,360LB) Rear Tires
Viking-Cives Equipment
• Viking-Cives 11’ 6-8 Yard 3/16” Stainless Steel Dump Body
with 1/4” Hardox Floor
• Enclosed 1/2 Cab Shield with Six (6) Strobes in Front, One
(1) Strobe in Each Side, Four (4) Strobes & One (1) Set of
S/T/T/Back Up Lights in Rear
• Fold Under Ladder with Grab Handles on Driver Side
• Two (2) Strobes & One (1) Set of S/T/T/Back Up Lights in
Each Rear Corner Post
• Spreader Light on Driver Side Under Body
• Poly 1/2 Fenders in Front of Rear Wheel & Swinging
Removable Mud Flaps Behind Rear Wheels
• Certified Power or Force America Central Hydraulics with
Stainless Steel Reservoir/Valve Enclosure, Wescon Single
Axle Control with Lock for Hoist, Wescon Dual Axis Control
for Snowplow and Freedom 2.1 or CS5100 Spreader
Control
• Various Snowplows and Spreaders Available
CONTACT US ON A TOTAL PACKAGE PRICE
One (1) Unit will be Currently Available for
Delivery June 2023 to Your Location
with Complete Snow & Ice Equipment Package
2023 Mack Granite 64FR Chassis
• 64,000 GVWR
• MP7-425C Mack 425HP
• 4500 RDS 6 Speed Allison with PTO provision
• Air brakes
• Engine Brake
• 20,000LB Mack FXL20 Front Axle
• 20,000LB Mack Taperleaf front springs
• 44,000LB Mack S440 Rear Axle
• 46,000LB Mack AL-461 Air Suspension
• 207.5” Wheelbase with 120” Cab to Axle
• Horizontal Muffler and Vertical Exhaust on Curbside
• Driver Air Suspension Seat with Fixed Passenger Seat
• Heated and Motorized Mirrors
• 315/80R22.5 L Bridgestone M870 (20,000LB) Front Tires
• 11R22.5 G Bridgestone M770 (23,360LB) Rear Tires
Viking-Cives Equipment
• Viking-Cives 14’ 10-12 Yard 3/16” Stainless Steel Dump
Body with 1/4” Hardox Floor
• Enclosed 1/2 Cab Shield with Six (6) Strobes in Front, One
(1) Strobe in Each Side, Four (4) Strobes & One (1) Set of
S/T/T/Back Up Lights in Rear
• Fold Under Ladder with Grab Handles on Driver Side
• Two (2) Strobes & One (1) Set of S/T/T/Back Up Lights in
Each Rear Corner Post
• Spreader Light on Driver Side Under Body
• Poly Full Fenders in Front of Rear Wheel & Swinging
Removable Mud Flaps Behind Rear Wheels
• Certified Power or Force America Central Hydraulics with
Stainless Steel Reservoir/Valve Enclosure, Wescon Single
Axle Control with Lock for Hoist, Wescon Dual Axis Control
for Snowplow and Freedom 2.1 or CS5100 Spreader
Control
• Various Snowplows and Spreaders available
CONTACT US ON A TOTAL PACKAGE PRICE
QUOTATION
Quant it y Item De scription Unit Price Amo unt
__________________________________
SOUR CE WE LL CO NTRA CT PURCHA SE:
_________________________________
CO NTRA CT HOLD ER : Vi king-C iv es
CO NTRA CT NUMBER:08081 8-VCM
CO NTRA CT MA TURITY DAT E:10/29/2022
CO NTRA CT ITEM NUM BE RS:
SWH-TK0554,SW -TK011 5,SW-S P0415,
SW-S R0400 , S W-SR 0425,SW -CEO125,
NJ 2500
_________________________________
MUNICIPALIT Y:
_________________________________
SOUR CE WE LL MEMBER NUMBER:
992 59
MUNICIPALIT Y:City of Yo rk ville
DE PARTME NT: Street Depar tm en t
CO NTAC T:John Sleeze r
TITLE: Street Depar tm en t F ore ma n
PHON E:63 0-553 -4370
EMAIL: jslee zer@ york vi lle.il.us
_________________________________
QU OTE SUMMARY:
__________________________________
NU MBER OF UNI TS:One
DE SCRI PTION: Sn ow &Ice control
Quo te Nu mb er:220 839
Quo te Da te:Aug 29,2022
Sales Rep
Quot ed To:
City of York vi lle
610 Tower Lane
York vi lle,IL 60560
US A
Good Thru
9/28/22
Customer ID Payme nt Te rms
Page:
York vi lle-01 Ne t 30 Day s 309 70
1
TOTAL Cont in ue d
Sales Tax Co ntinu ed
Subt ot al Co ntinu ed
Voice:
Fax :
(2 19)79 5-144 8
(2 19)73 6-089 2
25%Res tock Fee on All Cance ll ed an d R et urned Or ders
216 8 E as t 88t h Dr iv e
Merr illv ille,In diana 46410
Viking-Cive s #0808 18-V CM
> Quot es are on ly valid for 30 da ys f rom dat e o f quote.
> Quot es pas t 30 day s m ust be requoted.
> 25% res tock ing fee on all cancelled and retu rned or ders .
TERMS & COND IT IONS OF Q UOTE
QUOTATION
Quant it y Item De scription Unit Price Amo unt
equ ip me nt ins talled on 202 4 Mac k Single
Axle
_________________________________
EQUI PMENT DELIVERY TIME FRAM E:
_________________________________
* Allow approx imate ly 24 0 d ays f or ch ass is
to be in stock at Lindc o after receiving your
pur cha se ord er.
* Allow approx imate ly 24 0 d ays f or all
equ ip me nt to be in stock at Lindco after
re ceiving your pur chas e orde r.
* Allow 60-90 days to complet e u nit, once all
equ ip me nt and the ch ass is is at Lind co.
__________________________________
PER UNIT PACKAGE PRICE:
__________________________________
1.00 ** Price f or all the below quot ed equipment ,285 ,970.0 0 285 ,970.0 0
fully installed.
** Package price does no t i nclud e the below
options A and B.
** Price does not include pick up of chass is
or de li very of completed unit .
_________________________________
EQUI PMENT WAR RA NTY:
__________________________________
* All equipment has a 12 month war rant y on
Quo te Nu mb er:220 839
Quo te Da te:Aug 29,2022
Sales Rep
Quot ed To:
City of York vi lle
610 Tower Lane
York vi lle,IL 60560
US A
Good Thru
9/28/22
Customer ID Payme nt Te rms
Page:
York vi lle-01 Ne t 30 Day s 309 70
2
TOTAL Cont in ue d
Sales Tax Co ntinu ed
Subt ot al Co ntinu ed
Voice:
Fax :
(2 19)79 5-144 8
(2 19)73 6-089 2
25%Res tock Fee on All Cance ll ed an d R et urned Or ders
216 8 E as t 88t h Dr iv e
Merr illv ille,In diana 46410
Viking-Cive s #0808 18-V CM
> Quot es are on ly valid for 30 da ys f rom dat e o f quote.
> Quot es pas t 30 day s m ust be requoted.
> 25% res tock ing fee on all cancelled and retu rned or ders .
TERMS & COND IT IONS OF Q UOTE
QUOTATION
Quant it y Item De scription Unit Price Amo unt
par ts and labor.
_________________________________
CH AS SIS:
_________________________________
1.00 202 4 Mac k Granite 4 2FR
* See attached spe cs
_________________________________
DU MP BODY :
_________________________________
1.00 VCM1028 38SS-LES Viking 10'Dump Body;3/16"st ainless st eel
sides/ends , intern al do ghous e,28 " H
sides/38"H tai lgate,1/4"AR450 floor,
enc losed 1/2 c ab shield w/8 ovals
DI MENSION S:
* 10'long
* 24"high sides
* 30"high tailgate
* 86"wide I.D.
* 96"wide O.D.
* 60"high front w all
MATERIAL:
* 7 gauge,"2 01 2B stainles s s teel" sides ,
front wall and t ailgate
* 10"tall x 1/4""201 2B" s tainless s teel long
sills
* 1/4"AR450 floor
Quo te Nu mb er:220 839
Quo te Da te:Aug 29,2022
Sales Rep
Quot ed To:
City of York vi lle
610 Tower Lane
York vi lle,IL 60560
US A
Good Thru
9/28/22
Customer ID Payme nt Te rms
Page:
York vi lle-01 Ne t 30 Day s 309 70
3
TOTAL Cont in ue d
Sales Tax Co ntinu ed
Subt ot al Co ntinu ed
Voice:
Fax :
(2 19)79 5-144 8
(2 19)73 6-089 2
25%Res tock Fee on All Cance ll ed an d R et urned Or ders
216 8 E as t 88t h Dr iv e
Merr illv ille,In diana 46410
Viking-Cive s #0808 18-V CM
> Quot es are on ly valid for 30 da ys f rom dat e o f quote.
> Quot es pas t 30 day s m ust be requoted.
> 25% res tock ing fee on all cancelled and retu rned or ders .
TERMS & COND IT IONS OF Q UOTE
QUOTATION
Quant it y Item De scription Unit Price Amo unt
FRONT W ALL:
* Inter nal 13.5"dee p x 15.25"wide
dog hous e
SIDES:
* One piece s ide that i nc orpor ates t he top
ra il , sides & sloping side rail with rub rail (no
welded pieces)
* Dirt shed ding boxe d t op ra il is 1"x 4" 50
deg ree slop ed down x 3"flat x 5"50 degre e
sloped dow n t ow ard s id e
* 6.5"45 deg ree slop in g s ide rail with 3 " rub
ra il
* No front cor ner pos ts
* Integ ral formed horizo ntal side brac e o n
eac h side
* 12"wide x 4.75"deep full depth rea r
corner post wi th 10" re ar apro n c onne ct ing
both side s and flo or of bo dy
* 50 degr ee slope on top of rear co rner po st
for dirt shed ding
* Side board po ck ets
TAILG AT E:
* Three pan el sty le with two hor izont al
br aces
* Doub le ac ting
* Dual banjo chain holders on each side
Quo te Nu mb er:220 839
Quo te Da te:Aug 29,2022
Sales Rep
Quot ed To:
City of York vi lle
610 Tower Lane
York vi lle,IL 60560
US A
Good Thru
9/28/22
Customer ID Payme nt Te rms
Page:
York vi lle-01 Ne t 30 Day s 309 70
4
TOTAL Cont in ue d
Sales Tax Co ntinu ed
Subt ot al Co ntinu ed
Voice:
Fax :
(2 19)79 5-144 8
(2 19)73 6-089 2
25%Res tock Fee on All Cance ll ed an d R et urned Or ders
216 8 E as t 88t h Dr iv e
Merr illv ille,In diana 46410
Viking-Cive s #0808 18-V CM
> Quot es are on ly valid for 30 da ys f rom dat e o f quote.
> Quot es pas t 30 day s m ust be requoted.
> 25% res tock ing fee on all cancelled and retu rned or ders .
TERMS & COND IT IONS OF Q UOTE
QUOTATION
Quant it y Item De scription Unit Price Amo unt
* Full-length st ainless st eel tailga te chains
TAILG AT E LIN KA GE & HARDW ARE:
* All upper and lower tailgate hardw are an d
point to be stainless steel
* All tailga te ro ds,li nk age , pins, etc. to be
stainless s teel
* All pivot points t o h ave gr ease po in ts
UN DE RS TRUC TU RE :
* W est ern style
* 1/4"x 10"tall trape zoid st ainless st eel long
sills
CA B SHIELD:
* 1/2 (24") x 84"cab s hield fac to ry inst alled
* Fully encl os ed
* Three (3 ) sealed ac ce ss pa nels in top of
cab shield
* Access panels with rubb er gasket
* All stainles s st eel fastener s on panels
* Six (6) ov als in fro nt of cab s hield
* Six (6) ov als in r ear of cab s hield
* One (1)oval in each s id e o f ca b s hield for
total of tw o (2)
RE AR OVALS IN BODY:
* Three 6"ovals in eac h rear corn er pos t
* One (1)6"ov al in si de of each r ear c orner
pos t
Quo te Nu mb er:220 839
Quo te Da te:Aug 29,2022
Sales Rep
Quot ed To:
City of York vi lle
610 Tower Lane
York vi lle,IL 60560
US A
Good Thru
9/28/22
Customer ID Payme nt Te rms
Page:
York vi lle-01 Ne t 30 Day s 309 70
5
TOTAL Cont in ue d
Sales Tax Co ntinu ed
Subt ot al Co ntinu ed
Voice:
Fax :
(2 19)79 5-144 8
(2 19)73 6-089 2
25%Res tock Fee on All Cance ll ed an d R et urned Or ders
216 8 E as t 88t h Dr iv e
Merr illv ille,In diana 46410
Viking-Cive s #0808 18-V CM
> Quot es are on ly valid for 30 da ys f rom dat e o f quote.
> Quot es pas t 30 day s m ust be requoted.
> 25% res tock ing fee on all cancelled and retu rned or ders .
TERMS & COND IT IONS OF Q UOTE
QUOTATION
Quant it y Item De scription Unit Price Amo unt
CA B SHIELD ELECTRI CA L W IRE RUN S:
* 1/2"stainles s s teel tubing down drive r si de
outside front of body f rom cab s hield to f lo or
* 1/2"stainles s s teel tubing unde r body f rom
front to rear
LIGHTING:
* (6)6"ova l s tr obes ins ta ll ed in front of cab
shield
* (1)6"st rob e in eac h side of cab s hield
* (4)strobes in re ar of cab shield
* (2)S/T/T/ Back up light in rea r of cab shield
* (2)strobes in each rear corn er pos t
* (1)S/T/T/ Back up light in each rear corne r
pos t
* All wired to rea r for hook in g into junc ti on
box on chas si s
VIBRATOR:
* Install cougar 3200 vibr ator under bo dy
between long sills and w ir e to re ar
* 3/4"stainles s s teel tubing unde r body f rom
vibrat or t o r ear for vibr at or wire run
AIR TAILGATE CY LINDER:
* Air tailgate cylinder ins talled on body
between long sills
LADD ER :
* Unde rbody slid e o ut stainles s s teel two
Quo te Nu mb er:220 839
Quo te Da te:Aug 29,2022
Sales Rep
Quot ed To:
City of York vi lle
610 Tower Lane
York vi lle,IL 60560
US A
Good Thru
9/28/22
Customer ID Payme nt Te rms
Page:
York vi lle-01 Ne t 30 Day s 309 70
6
TOTAL Cont in ue d
Sales Tax Co ntinu ed
Subt ot al Co ntinu ed
Voice:
Fax :
(2 19)79 5-144 8
(2 19)73 6-089 2
25%Res tock Fee on All Cance ll ed an d R et urned Or ders
216 8 E as t 88t h Dr iv e
Merr illv ille,In diana 46410
Viking-Cive s #0808 18-V CM
> Quot es are on ly valid for 30 da ys f rom dat e o f quote.
> Quot es pas t 30 day s m ust be requoted.
> 25% res tock ing fee on all cancelled and retu rned or ders .
TERMS & COND IT IONS OF Q UOTE
QUOTATION
Quant it y Item De scription Unit Price Amo unt
ru ng ladder on dr iv er s id e t ow ard front
GR AB HA NDLE:
* Stainles s st eel full-lengt h grab han dle o n
dr iv er s id e t ow ard front on both sides of
ladde r
STEPS:
* Two st ainles s st eel grip s tr ut step s
mount ed on s id e a bove ladd er,same widt h
as lad der
RE AR QUI CK COUPLE RS :
* Rear quick coupler s hos e boxe s under
bod y a t rea r for both sides made of
stainless s teel
* Quick con nect plate o n h ydrau li c hose box
below rub rail
* Quick cou plers will be unde r rub rails
* No quic k co uplers in ru b r ails
* No remov able pane l i n rub ra il s
MUD FLA P BRACKETS:
* Remov able swing st yl e st ainless steel mud
flap brac ke ts
RE FLECTOR TAPE:
* Red &White dow n e ach ru b r ail &
per imeter of tailgate
HO IS T:
* Mailhot hois t
Quo te Nu mb er:220 839
Quo te Da te:Aug 29,2022
Sales Rep
Quot ed To:
City of York vi lle
610 Tower Lane
York vi lle,IL 60560
US A
Good Thru
9/28/22
Customer ID Payme nt Te rms
Page:
York vi lle-01 Ne t 30 Day s 309 70
7
TOTAL Cont in ue d
Sales Tax Co ntinu ed
Subt ot al Co ntinu ed
Voice:
Fax :
(2 19)79 5-144 8
(2 19)73 6-089 2
25%Res tock Fee on All Cance ll ed an d R et urned Or ders
216 8 E as t 88t h Dr iv e
Merr illv ille,In diana 46410
Viking-Cive s #0808 18-V CM
> Quot es are on ly valid for 30 da ys f rom dat e o f quote.
> Quot es pas t 30 day s m ust be requoted.
> 25% res tock ing fee on all cancelled and retu rned or ders .
TERMS & COND IT IONS OF Q UOTE
QUOTATION
Quant it y Item De scription Unit Price Amo unt
* Doub le ac ting (pow er up - pow er dow n)
* Rear hinge ass embly wi th safety pin body
lock
* Hoist t ruc k cr adle with mountin g a ngles
* Hoist dogh ouse cradle
* Body guides
* Hoist f act ory moun ted in dogh ouse
* 1/2"stainles s s teel tube mounted unde r
bod y f ro mt fr ont to rea r for hoist down
* Hoist hos ed to fron t of tube
* Tube cap ped at rear
_________________________________
RE AR FENDERS AND FLAPS:
__________________________________
1.00 MD24 36 Du raGua rd 3/8"HD 24" x 36 " Guar d Mud
Flap - Bla ck - with Lind co E quipment Sales ,
Inc.Logo &Merrillville,IN molded
blue/white int o flap (p rice per pair)
1.00 MIN1400 BP Minimizer M IN 1400 Qua rt er Fender Kit
Black with Post Mount
* Mounted in front of rear wheels
_________________________________
LIGHTING &ELECTRICAL ITEMS:
_________________________________
RE AR JU NCTION B OXES:
2.00 PH-3 10 Phoenix 10-P ole Junc tion Box
Quo te Nu mb er:220 839
Quo te Da te:Aug 29,2022
Sales Rep
Quot ed To:
City of York vi lle
610 Tower Lane
York vi lle,IL 60560
US A
Good Thru
9/28/22
Customer ID Payme nt Te rms
Page:
York vi lle-01 Ne t 30 Day s 309 70
8
TOTAL Cont in ue d
Sales Tax Co ntinu ed
Subt ot al Co ntinu ed
Voice:
Fax :
(2 19)79 5-144 8
(2 19)73 6-089 2
25%Res tock Fee on All Cance ll ed an d R et urned Or ders
216 8 E as t 88t h Dr iv e
Merr illv ille,In diana 46410
Viking-Cive s #0808 18-V CM
> Quot es are on ly valid for 30 da ys f rom dat e o f quote.
> Quot es pas t 30 day s m ust be requoted.
> 25% res tock ing fee on all cancelled and retu rned or ders .
TERMS & COND IT IONS OF Q UOTE
QUOTATION
Quant it y Item De scription Unit Price Amo unt
* One mount ed on eac h side on back s id e
of rear hing e a ss embly.
* Right si de will have all S/T/T, Back up
lights and bac k up alar m wired into jun ct ion
box .
* Left s id e w ill hav e all strobes and spr eader
lights wired into juncti on bo x.
* All wiring ins ta ll ed in junc ti on box mu st
hav e eyelet s i ns talled.
* Jun ct ion boxes will b e d i-electric greas ed
WIRI NG:
* All wiring will be one piec e,no bu tt
connec to rs or scotch loc ks.
* All con nect ions must be di-electric gr eas ed
* All lighti ng will terminated in rear junc ti on
box es
* W ir ing from junc tion box or c omin g f ro m
front to rear will run dow n midd le of fr ame
on s tainles s s teel flat s tock with stainles s
stee l f ast ene rs.
* All wiring ran down fron t of body will b e in
stainless s teel piping.
* All wiring ran from fron t of body to rear,
und er body w il l be in stainlness steel piping.
* All wiring from juncti on box will terminate
to sw it ches in cab .
Quo te Nu mb er:220 839
Quo te Da te:Aug 29,2022
Sales Rep
Quot ed To:
City of York vi lle
610 Tower Lane
York vi lle,IL 60560
US A
Good Thru
9/28/22
Customer ID Payme nt Te rms
Page:
York vi lle-01 Ne t 30 Day s 309 70
9
TOTAL Cont in ue d
Sales Tax Co ntinu ed
Subt ot al Co ntinu ed
Voice:
Fax :
(2 19)79 5-144 8
(2 19)73 6-089 2
25%Res tock Fee on All Cance ll ed an d R et urned Or ders
216 8 E as t 88t h Dr iv e
Merr illv ille,In diana 46410
Viking-Cive s #0808 18-V CM
> Quot es are on ly valid for 30 da ys f rom dat e o f quote.
> Quot es pas t 30 day s m ust be requoted.
> 25% res tock ing fee on all cancelled and retu rned or ders .
TERMS & COND IT IONS OF Q UOTE
QUOTATION
Quant it y Item De scription Unit Price Amo unt
* All circuit break ers , f use s,relays,elec tr ic
valves (air ta il ga te) will be ins talled in valv e
enc losure.
* All wiring will hav e prot ec ti ve loo m
installed.
* All wire pass thro ugh holes will be
gr omme ted
BACK UP AL AR M:
1.00 510 Ecco back -u p a la rm, 97 dB , 12 VDC .
* Install on rear hinge as sem bly
* W ir ed to junc tion box wi th S/T/T an bac k
up lights
* All con nect ions to hav e eyelet conne ct ors
* Conn ect ions to be di-elec tr ic grea sed
CA B SHIELD LIGHTING
4.00 SL66A 0 Buyer s 6"ov al LED strobe light, i lluminate s
amber
* Installed in fron t of cab sh ie ld on ea ch side
2.00 SL66A 0 Buyer s 6"ov al LED strobe light, i lluminate s
amber
* Installed on each side of cab shield
2.00 SL66A 0 Buyer s 6"ov al LED strobe light, i lluminate s
amber
* Installed in outer ovals on rear for cab
shield
* Strobes w ir ed to lef t side junct ion box
Quo te Nu mb er:220 839
Quo te Da te:Aug 29,2022
Sales Rep
Quot ed To:
City of York vi lle
610 Tower Lane
York vi lle,IL 60560
US A
Good Thru
9/28/22
Customer ID Payme nt Te rms
Page:
York vi lle-01 Ne t 30 Day s 309 70
10
TOTAL Cont in ue d
Sales Tax Co ntinu ed
Subt ot al Co ntinu ed
Voice:
Fax :
(2 19)79 5-144 8
(2 19)73 6-089 2
25%Res tock Fee on All Cance ll ed an d R et urned Or ders
216 8 E as t 88t h Dr iv e
Merr illv ille,In diana 46410
Viking-Cive s #0808 18-V CM
> Quot es are on ly valid for 30 da ys f rom dat e o f quote.
> Quot es pas t 30 day s m ust be requoted.
> 25% res tock ing fee on all cancelled and retu rned or ders .
TERMS & COND IT IONS OF Q UOTE
QUOTATION
Quant it y Item De scription Unit Price Amo unt
* Strobe wiri ng from junction box to sw itch in
cab
* All wiring ran from cab shield throu gh
stainless s teel piping to rear of veh ic le.
* Any lighting wir e n ot in the stainless steel
will be in prot ect ive loom
* All con nect ions to hav e eyelet conne ct ors
* Conn ect ions to be di-elec tr ic grea sed
RE AR COR NER POST LIG HTIN G:
2.00 SL66A 0 Buyer s 6"ov al LED strobe light, i lluminate s
amber
* Installed in top ov al on ea ch side
2.00 562 6432 Buyer s 6"ov al LED STT/Backup/a nd Strob e
combinatio n light (32 LED)
* Installed in center ov al on ea ch side
2.00 SL66A 0 Buyer s 6"ov al LED strobe light, i lluminate s
amber
* Installed in bottom oval on each side
* Strobes w ir ed to lef t side junct ion box
* Strobe wiri ng from junction box to sw itch in
cab
* S/T/T/Back up lights wired to right si de
juncti on bo x.
* All lighti ng wiring will b e in pr otective loom
* All con nect ions to hav e eyelet conne ct ors
* Conn ect ions to be di-elec tr ic grea sed
Quo te Nu mb er:220 839
Quo te Da te:Aug 29,2022
Sales Rep
Quot ed To:
City of York vi lle
610 Tower Lane
York vi lle,IL 60560
US A
Good Thru
9/28/22
Customer ID Payme nt Te rms
Page:
York vi lle-01 Ne t 30 Day s 309 70
11
TOTAL Cont in ue d
Sales Tax Co ntinu ed
Subt ot al Co ntinu ed
Voice:
Fax :
(2 19)79 5-144 8
(2 19)73 6-089 2
25%Res tock Fee on All Cance ll ed an d R et urned Or ders
216 8 E as t 88t h Dr iv e
Merr illv ille,In diana 46410
Viking-Cive s #0808 18-V CM
> Quot es are on ly valid for 30 da ys f rom dat e o f quote.
> Quot es pas t 30 day s m ust be requoted.
> 25% res tock ing fee on all cancelled and retu rned or ders .
TERMS & COND IT IONS OF Q UOTE
QUOTATION
Quant it y Item De scription Unit Price Amo unt
SPREADER LIGHT:
2.00 MW L-19 Maxxima LED clear w ork light
* Installed on each side under bo dy
* W ir ed to lef t side junct ion box
* Spreade r ligh t wiring from juncti on bo x to
switch in cab
* All lighti ng wiring will b e in pr otective loom
* All con nect ions to hav e eyelet conne ct ors
* Conn ect ions to be di-elec tr ic grea sed
PLOW LIGHTS:
1.00 055 2243 J.W.Spea ker LED Plow Light s;built-in
amber turn signal and lens he ater. (Pair )
1.00 PLB12SS Buyer s st ainless st eel plow light brac ket s,
ex te nded f or 2 post mount lights
* Hood moun ted
* W ir ed to plow li gh t sw itch in cab
* All weld bur ns on plow light brac kets mu st
be c le aned prior to installing on hood.
* All wiring ins ta ll ed in pro tective loom
* Conn ect ions to be di-elec tr ic grea sed
BODY UP SWITCH & LIGHT :
1.00 B95W Buyer s Dum p Body Up I ndicator
1.00 080 0850 Imperial LED indicat or light - red
* Body up sw it ch installed on hoist crad le ,
dr iv er s id e
* Light ins talled in cont rol cons ole
Quo te Nu mb er:220 839
Quo te Da te:Aug 29,2022
Sales Rep
Quot ed To:
City of York vi lle
610 Tower Lane
York vi lle,IL 60560
US A
Good Thru
9/28/22
Customer ID Payme nt Te rms
Page:
York vi lle-01 Ne t 30 Day s 309 70
12
TOTAL Cont in ue d
Sales Tax Co ntinu ed
Subt ot al Co ntinu ed
Voice:
Fax :
(2 19)79 5-144 8
(2 19)73 6-089 2
25%Res tock Fee on All Cance ll ed an d R et urned Or ders
216 8 E as t 88t h Dr iv e
Merr illv ille,In diana 46410
Viking-Cive s #0808 18-V CM
> Quot es are on ly valid for 30 da ys f rom dat e o f quote.
> Quot es pas t 30 day s m ust be requoted.
> 25% res tock ing fee on all cancelled and retu rned or ders .
TERMS & COND IT IONS OF Q UOTE
QUOTATION
Quant it y Item De scription Unit Price Amo unt
* All con nect ions to hav e eyelet conne ct ors
* All wiring ins ta ll ed in pro tective loom
* Conn ect ions to be di-elec tr ic grea sed
MASTER CI RCU IT BREAKER:
1.00 175 -S 0-080 -2 Ch ie f 80 amp high amp circ uit br eak er.
* Mounted in valve enclos ure
* All con nect ions to hav e eyelet conne ct ors
* All wiring ins ta ll ed in pro tective loom
* Conn ect ions to be di-elec tr ic grea sed
RE LAY:
1.00 140 -0379 TST 75 amp relay , 12V brac ke t.
* Mounted in valve enclos ure
* All con nect ions to hav e eyelet conne ct ors
* All wiring ins ta ll ed in pro tective loom
* Conn ect ions to be di-elec tr ic grea sed
AIR TAILGATE VA LVE:
1.00 320 178 Velvac 4 w ay va lv e solen oid f or air tailgate.
* Air valve mounted in valv e enclos ure
* All con nect ions to hav e eyelet conne ct ors
* All wiring ins ta ll ed in pro tective loom
* Conn ect ions to be di-elec tr ic grea sed
* All air line from chass is to valve to valve to
cylinders at rea r.
BODY VIBRATOR:
* Mounted on cha nnel supp ort
* Stainles s st eel safet y ch ain a tt ac hed
Quo te Nu mb er:220 839
Quo te Da te:Aug 29,2022
Sales Rep
Quot ed To:
City of York vi lle
610 Tower Lane
York vi lle,IL 60560
US A
Good Thru
9/28/22
Customer ID Payme nt Te rms
Page:
York vi lle-01 Ne t 30 Day s 309 70
13
TOTAL Cont in ue d
Sales Tax Co ntinu ed
Subt ot al Co ntinu ed
Voice:
Fax :
(2 19)79 5-144 8
(2 19)73 6-089 2
25%Res tock Fee on All Cance ll ed an d R et urned Or ders
216 8 E as t 88t h Dr iv e
Merr illv ille,In diana 46410
Viking-Cive s #0808 18-V CM
> Quot es are on ly valid for 30 da ys f rom dat e o f quote.
> Quot es pas t 30 day s m ust be requoted.
> 25% res tock ing fee on all cancelled and retu rned or ders .
TERMS & COND IT IONS OF Q UOTE
QUOTATION
Quant it y Item De scription Unit Price Amo unt
* All wiring ran under bo dy in stainless
pipiing
* All vibr ators s olenoids/f us es,etc. moun ted
in valve enclou sre
_________________________________
PINTLE HO OK:
_________________________________
1.00 Lindco 5/8"Pintl e hoo k plat e
* Back side of pintle hitch reinforc ed with 1"
x 1" x 3/8"an gle
* Pintle hook is wra pped with 1 1/4"x 3/16"
flat s tock
* 5/8"gus se ts installed on each s id e o f
pintle hitch to frame
* Chas si s S/T/T lights rec ess ed into pintle
hitch
* Trailer plug installed in pintle hitch
2.00 B46 Buyer s 3/4"dr op for ged D-ri ng w/we ld
br ack et 4-1/2"x 4-1/2"O.D.
* W elded on for chains
1.00 PH30 Buyer s 30 to n r igid mou nt pintle hook
1.00 054 002 Velvac 7-W ay Bla de Type Soc ket
* Installed in pintle hitch
* W ir ed to right s id e jun ct ion box
* All wiring ins ta ll ed in pro tective loom
* All con nect ions to hav e eyelet conne ct ors
Quo te Nu mb er:220 839
Quo te Da te:Aug 29,2022
Sales Rep
Quot ed To:
City of York vi lle
610 Tower Lane
York vi lle,IL 60560
US A
Good Thru
9/28/22
Customer ID Payme nt Te rms
Page:
York vi lle-01 Ne t 30 Day s 309 70
14
TOTAL Cont in ue d
Sales Tax Co ntinu ed
Subt ot al Co ntinu ed
Voice:
Fax :
(2 19)79 5-144 8
(2 19)73 6-089 2
25%Res tock Fee on All Cance ll ed an d R et urned Or ders
216 8 E as t 88t h Dr iv e
Merr illv ille,In diana 46410
Viking-Cive s #0808 18-V CM
> Quot es are on ly valid for 30 da ys f rom dat e o f quote.
> Quot es pas t 30 day s m ust be requoted.
> 25% res tock ing fee on all cancelled and retu rned or ders .
TERMS & COND IT IONS OF Q UOTE
QUOTATION
Quant it y Item De scription Unit Price Amo unt
* Conn ect ions to be di-elec tr ic grea sed
1.00 491 22 Gr ote Super Nov a thin-line LED red bar
lamps.
1.00 603 21 Gr ote license l amp w/st ainles s st eel bra ck et .
* Installed on pintle hitch
* W ir ed to right s id e jun ct ion box
* All wiring ins ta ll ed in pro tective loom
* All con nect ions to hav e eyelet conne ct ors
* Conn ect ions to be di-elec tr ic grea sed
_________________________________
HY DR AU LIC SYSTEM:
_________________________________
PTO & PU MP:
1.00 107 5942 For ce A me ri ca w et spline PTO, 12V elec tr ic
hyd raulic.
1.00 106 3355 For ce A me ri ca Loa d Sens e direct m ount ed
pump,CFG-999182 , T XV 92-R-KIT-CFG
RE SERVOIR & VA LVES :
1.00 109 7338 For ce A me ri ca VT35G2-B-SS - st ainless,30
gallon re ser voi r/valve co mb o tank with sl os h
shield
1.00 118 0811 For ce A me ri ca 600 0 p si fi lter - 25 mic ron
microglass, 435 psi Delts )-s ingle end open
- nitrile seals , dua l #16 or 1-1/2"SF port s,
102 ps i b ypas s valve
1.00 108 4357 For ce A me ri ca Full Por t 2" NPT Bras s B all
Quo te Nu mb er:220 839
Quo te Da te:Aug 29,2022
Sales Rep
Quot ed To:
City of York vi lle
610 Tower Lane
York vi lle,IL 60560
US A
Good Thru
9/28/22
Customer ID Payme nt Te rms
Page:
York vi lle-01 Ne t 30 Day s 309 70
15
TOTAL Cont in ue d
Sales Tax Co ntinu ed
Subt ot al Co ntinu ed
Voice:
Fax :
(2 19)79 5-144 8
(2 19)73 6-089 2
25%Res tock Fee on All Cance ll ed an d R et urned Or ders
216 8 E as t 88t h Dr iv e
Merr illv ille,In diana 46410
Viking-Cive s #0808 18-V CM
> Quot es are on ly valid for 30 da ys f rom dat e o f quote.
> Quot es pas t 30 day s m ust be requoted.
> 25% res tock ing fee on all cancelled and retu rned or ders .
TERMS & COND IT IONS OF Q UOTE
QUOTATION
Quant it y Item De scription Unit Price Amo unt
Valve 600 PSI
1.00 103 9496 For ce A me ri ca Temp/level Senso r 158
De gree F 30 Gal With Slos h Shield Vt-35
1.00 109 0588 For ce A me ri ca Valve A ss embly;
AAF1 2LS -4(5 00B)-10 -4-4 -CB 4(5 00B)-2(7)-2
(2 1)-2 (7)-BO , M ain at 300 0 p si,
AAF-VD M-GE N2-CFG
1.00 109 5633 For ce A me ri ca c ros sov er relief w/pres su re
re le ase.
CO NTROLS :
1.00 102 2417-Yorkville For ce A me ri ca Co mm an dall,
SPJC-6100-gen5-si ngle-york viille,
spjc-6 100-g en5-s ingle-c fg
PRE-WET:
2.00 LI SC SG0608001 5 Ce rt if ied Power 240 gallon behind the cab
pr ewet ting sys te m.Includes (2) 120 gallon
tank s,st ainless mount in g f ra me , hold dow n
straps and moun ti ng har dwa re.
1.00 LI SC SG0607005 6-3 Ce rt if ied Power prew et, valv e instack w/flow
meter with st ainless brac ket
1.00 LI SC SG0609002 8 Ce rt if ied Power prew et plumbing kit, behind
cab,1 line,2 nozzles
1.00 ELCA SG0707012 1 Ce rt if ied Power stainless float with BH
Co rded Plug
1.00 CC PP PP M-HC Ce rt if ied Power Prewet Pump Mod-Hyd
closed LP
Quo te Nu mb er:220 839
Quo te Da te:Aug 29,2022
Sales Rep
Quot ed To:
City of York vi lle
610 Tower Lane
York vi lle,IL 60560
US A
Good Thru
9/28/22
Customer ID Payme nt Te rms
Page:
York vi lle-01 Ne t 30 Day s 309 70
16
TOTAL Cont in ue d
Sales Tax Co ntinu ed
Subt ot al Co ntinu ed
Voice:
Fax :
(2 19)79 5-144 8
(2 19)73 6-089 2
25%Res tock Fee on All Cance ll ed an d R et urned Or ders
216 8 E as t 88t h Dr iv e
Merr illv ille,In diana 46410
Viking-Cive s #0808 18-V CM
> Quot es are on ly valid for 30 da ys f rom dat e o f quote.
> Quot es pas t 30 day s m ust be requoted.
> 25% res tock ing fee on all cancelled and retu rned or ders .
TERMS & COND IT IONS OF Q UOTE
QUOTATION
Quant it y Item De scription Unit Price Amo unt
1.00 000 02 332 39 Swen son V -box fl us h kit
1.00 000 02 332 09 Swen son 1-1/2"female q uick fill kit
STAINLE SS STEEL HY DRA ULIC TUB ES
FOR DUMP HO IS T:
1.00 8-049 304W /FJX-10 8"Mid-S tate 1/2"x9 ' 304 S/S Line with f ittings
* One (1)line mounted t o the un derne ath of
the body f or hoist pow er dow n.
* One (1)line mounted dow n frame for hoist
pow er dow n.
3.00 A2-12 .7-A PCI HD Se ri es Clamps for 1/2"tu bing
STAINLE SS STEEL HY DRA ULIC TUB ES
FOR SALT SPREADER:
2.00 8-049 304W /FJX-10 8"Mid-S tate 1/2"x9 ' 304 S/S Line with f ittings
* One (1)line mounted dow n frame for
spinner pr ess ure
* One (1)line mounted dow n frame for
aug er pres su re
6.00 A2-12 .7-A PCI HD Se ri es Clamps for 1/2"tu bing
1.00 12-065 304W /FJX -1 08"Mid-S tate 3/4"x9 ' 304 S/S Line with f ittings
* One (1)line mounted dow n frame for
re turn for spinner and auger
3.00 A3-19 -A PCI HD Se ri es Clamps for 3/4"tu bing
STAINLE SS STEEL HY DRA ULIC TUB ES
FOR SNOW PLOW :
4.00 8-049 304W /FJX-72 "Mid-S tate 1/2"x6 ' 304 S/S Line with f ittings
* One (1)line mounted und er cab on dr iver
Quo te Nu mb er:220 839
Quo te Da te:Aug 29,2022
Sales Rep
Quot ed To:
City of York vi lle
610 Tower Lane
York vi lle,IL 60560
US A
Good Thru
9/28/22
Customer ID Payme nt Te rms
Page:
York vi lle-01 Ne t 30 Day s 309 70
17
TOTAL Cont in ue d
Sales Tax Co ntinu ed
Subt ot al Co ntinu ed
Voice:
Fax :
(2 19)79 5-144 8
(2 19)73 6-089 2
25%Res tock Fee on All Cance ll ed an d R et urned Or ders
216 8 E as t 88t h Dr iv e
Merr illv ille,In diana 46410
Viking-Cive s #0808 18-V CM
> Quot es are on ly valid for 30 da ys f rom dat e o f quote.
> Quot es pas t 30 day s m ust be requoted.
> 25% res tock ing fee on all cancelled and retu rned or ders .
TERMS & COND IT IONS OF Q UOTE
QUOTATION
Quant it y Item De scription Unit Price Amo unt
side for plow angle right
* One (1)line mounted und er cab on dr iver
side for plow angle left
* One (1)line mounted und er cab on dr iver
side for plow up
* One (1)line mounted und er cab on dr iver
side for plow down
12.00 A2-12 .7-A PCI HD Se ri es Clamps for 1/2"tu bing
HO SE S/ADAPTORS/FITTINGS:
1.00 Ho se adap tors, Hos e e nds and Other
Fittings
1.00 Hy draulic ho ses
* No hos e length is to ex ceed 6'in leng th
* Hos e prot ec ti on at all wear points
SNOW PL OW HYDR AU LI C COUPLE R:
1.00 10-932-2101 CE JN Mu lt i-X Duo 12.5 female plate,2
por ts , 1/2".
1.00 10-932-2051 CE JN Mu lt i-X Duo 12.5 Male p la te, 2 port s,
1/2".
4.00 14-727-0812 CE JN Mu lt i-X adapter 1/2"WEO to male
JIC 3/4"-16
4.00 14-727-1212 CE JN WE O Nipple DN 20 + 3/4" -1 6 U NF
male JIC 37
* Female coup le r mount ed to und ers id e o f
front bumper on dr iver side
* Male coupler mounte d t o plow ho ses
Quo te Nu mb er:220 839
Quo te Da te:Aug 29,2022
Sales Rep
Quot ed To:
City of York vi lle
610 Tower Lane
York vi lle,IL 60560
US A
Good Thru
9/28/22
Customer ID Payme nt Te rms
Page:
York vi lle-01 Ne t 30 Day s 309 70
18
TOTAL Cont in ue d
Sales Tax Co ntinu ed
Subt ot al Co ntinu ed
Voice:
Fax :
(2 19)79 5-144 8
(2 19)73 6-089 2
25%Res tock Fee on All Cance ll ed an d R et urned Or ders
216 8 E as t 88t h Dr iv e
Merr illv ille,In diana 46410
Viking-Cive s #0808 18-V CM
> Quot es are on ly valid for 30 da ys f rom dat e o f quote.
> Quot es pas t 30 day s m ust be requoted.
> 25% res tock ing fee on all cancelled and retu rned or ders .
TERMS & COND IT IONS OF Q UOTE
QUOTATION
Quant it y Item De scription Unit Price Amo unt
* Coup le r dock ing station mounted on plow
SPREADER HY DR AU LIC COUP LERS :
2.00 10-932-2101 CE JN Mu lt i-X Duo 12.5 female plate,2
por ts , 1/2".
2.00 10-932-2051 CE JN Mu lt i-X Duo 12.5 Male p la te, 2 port s,
1/2".
8.00 14-727-0812 CE JN Mu lt i-X adapter 1/2"WEO to male
JIC 3/4"-16
8.00 14-727-1212 CE JN WE O Nipple DN 20 + 3/4" -1 6 U NF
male JIC 37
* One (1)coupler mounte d u nder bod y o n
pas se nger s id e for au ger pre ss ure &retu rn
* One (1)coupler mounte d u nder bod y o n
dr iv er s id e f or spinner pr ess ure & ret urn
* Coup le rs i ns talled on spread er spinn er
and au ger sh ort hoses
4.00 4H F4-S Dixon 1/2"female stainless steel coup le r
4.00 H4 F4-S Dixon 1/2"male stainless st eel nipple
8.00 4H DP -H4D C Dixon 1/2"Du st Cap/Pl ug
* Stainles s st eel couplers for lift cy li nd er
_________________________________
SNOW PL OW :
_________________________________
1.00 42R 11-R MB-ECT-CPF He nke Road W arrior Reve rsi ble Snow
Plow:11 ' wi de x 42 " high,in tegral shield,
mailbox cut out, dul compre ss io n s pring trip
Quo te Nu mb er:220 839
Quo te Da te:Aug 29,2022
Sales Rep
Quot ed To:
City of York vi lle
610 Tower Lane
York vi lle,IL 60560
US A
Good Thru
9/28/22
Customer ID Payme nt Te rms
Page:
York vi lle-01 Ne t 30 Day s 309 70
19
TOTAL Cont in ue d
Sales Tax Co ntinu ed
Subt ot al Co ntinu ed
Voice:
Fax :
(2 19)79 5-144 8
(2 19)73 6-089 2
25%Res tock Fee on All Cance ll ed an d R et urned Or ders
216 8 E as t 88t h Dr iv e
Merr illv ille,In diana 46410
Viking-Cive s #0808 18-V CM
> Quot es are on ly valid for 30 da ys f rom dat e o f quote.
> Quot es pas t 30 day s m ust be requoted.
> 25% res tock ing fee on all cancelled and retu rned or ders .
TERMS & COND IT IONS OF Q UOTE
QUOTATION
Quant it y Item De scription Unit Price Amo unt
moldboa rd,UQH quick hitch.
* 11'wide
* 42"high
* 10 gauge steel moldbo ard
* Mailbox cu t out on cur bside
* W in ter Equipmen t cu rb guar d o n c urb si de
* Doub le 5/8"thick t op punc h cutting edges
* Plow ja ck stand
* Plow angle cylinde r cus hion valve
* UQH quic k hitch sw iv el plate with stop s
* Deflector hardw are
1.00 371 2144 "Lindco"Snow Defl ec tor 12"
270 .00 Misc.Snow de fl ec to r installation ha rdw are
1.00 130 8110 S.A.M.36"blade guides
__________________________________
SNOW PL OW TRUCK HITC H:
__________________________________
1.00 623 6060 He nke Plow Hi tch,UQH univer sal quick
hitch t ruc k por ti on low prof ile design,fold
dow n and t elescoping lift arm
* 62369 03 - 4 x 10"do uble acting lift cylinder
2.00 W4P03596 Schmidt "Z " brac ke t-conn ect fr ame t o plow
3.25"x 5.5"x 1/2" thick (E ac h)
1.00 Lindco cus tom Peterbilt side plates
* Lindco w ill re use Pet erbilt factor y bumper
_________________________________
Quo te Nu mb er:220 839
Quo te Da te:Aug 29,2022
Sales Rep
Quot ed To:
City of York vi lle
610 Tower Lane
York vi lle,IL 60560
US A
Good Thru
9/28/22
Customer ID Payme nt Te rms
Page:
York vi lle-01 Ne t 30 Day s 309 70
20
TOTAL Cont in ue d
Sales Tax Co ntinu ed
Subt ot al Co ntinu ed
Voice:
Fax :
(2 19)79 5-144 8
(2 19)73 6-089 2
25%Res tock Fee on All Cance ll ed an d R et urned Or ders
216 8 E as t 88t h Dr iv e
Merr illv ille,In diana 46410
Viking-Cive s #0808 18-V CM
> Quot es are on ly valid for 30 da ys f rom dat e o f quote.
> Quot es pas t 30 day s m ust be requoted.
> 25% res tock ing fee on all cancelled and retu rned or ders .
TERMS & COND IT IONS OF Q UOTE
QUOTATION
Quant it y Item De scription Unit Price Amo unt
SALT SPREADER:
_________________________________
1.00 000 02 463 84 Swen son S AD S t ailgate s pre ader w / 18"
poly spinner,direct drive, 6" auge r,stainless
stee l c onst ru ct ion,no pa in t,si des of
spread er 8"high er,sens or m otor.
* 304 2B stainless steel
* 6"au ger
* Direc t drive auge r motor
* Stand ard side he ig ht
* Stainles s st eel quick det ac h mou nting
har dwa re
1.00 Short Hos e Kit
1.00 Stainless steel pr e-w et spray ba r installed in
aug er trough
1.00 ** Yor kv ille designs spre ader stainless s teel
side spill shields
_________________________________
CA MERA SYSTEM:
_________________________________
1.00 A4693 Brigade color camera kit complete with
VBV-770D-000N 7"LCD c olor monitor,
VBV-701C co lo r camer a a nd 66' c able
1.00 MSF5001 Camer a Ca me ra sys tem box w/ram adjusta ble
br ack et , s tainless s teel.
1.00 MSF847003 7000-LR-A Ca me ra W ash (1 ) nozz le for s in gle camera .
Quo te Nu mb er:220 839
Quo te Da te:Aug 29,2022
Sales Rep
Quot ed To:
City of York vi lle
610 Tower Lane
York vi lle,IL 60560
US A
Good Thru
9/28/22
Customer ID Payme nt Te rms
Page:
York vi lle-01 Ne t 30 Day s 309 70
21
TOTAL Cont in ue d
Sales Tax Co ntinu ed
Subt ot al Co ntinu ed
Voice:
Fax :
(2 19)79 5-144 8
(2 19)73 6-089 2
25%Res tock Fee on All Cance ll ed an d R et urned Or ders
216 8 E as t 88t h Dr iv e
Merr illv ille,In diana 46410
Viking-Cive s #0808 18-V CM
> Quot es are on ly valid for 30 da ys f rom dat e o f quote.
> Quot es pas t 30 day s m ust be requoted.
> 25% res tock ing fee on all cancelled and retu rned or ders .
TERMS & COND IT IONS OF Q UOTE
QUOTATION
Quant it y Item De scription Unit Price Amo unt
Do es not in cl ude tubing k it . Less rese rvo ir
1.00 MSF5010A Ca me ra W ash 30'tubing kit complete w ith
air and wash er (Re v.A 05151 7)
1.00 MSF847003 8000A Ca me ra W ash noz zl e kit
* Camer a mou nting will be determine dur ing
cust omer pr e-built meeting
* Monitor mo untin g w ill be det er mi ne du ring
cust omer pr e-built meeting
_________________________________
PAINT & UNDERC OATING:
_________________________________
1.00 PAINT PINTLE HI TCH Paint Pintle Hitch
1.00 PAINT HOIST & SU BF RA Prime Wh ere need ed and Paint Hoist &
Subf rame t o b la ck
1.00 PAINT PLOW HITCH Paint Plow Hi tch,Incl uding lift arm, side
plates , bumper and lift cylinder black
1.00 PAINT-MI SCEL Paint Miscel
1.00 Un der Coa t Un der co at dump bod y
_________________________________
MISC., FREIGH T & LABOR:
_________________________________
3,249.00 Misc.Miscellaneous Ma terial -inc ludes an y o r all
of the following : wiring, elec tr ical
connec to rs,ti e dow ns , cl amps , nut, bolts,
washe rs,st eel,oil, greas e,etc.
4,024.00 FREIGHT FREIGHT
Quo te Nu mb er:220 839
Quo te Da te:Aug 29,2022
Sales Rep
Quot ed To:
City of York vi lle
610 Tower Lane
York vi lle,IL 60560
US A
Good Thru
9/28/22
Customer ID Payme nt Te rms
Page:
York vi lle-01 Ne t 30 Day s 309 70
22
TOTAL Cont in ue d
Sales Tax Co ntinu ed
Subt ot al Co ntinu ed
Voice:
Fax :
(2 19)79 5-144 8
(2 19)73 6-089 2
25%Res tock Fee on All Cance ll ed an d R et urned Or ders
216 8 E as t 88t h Dr iv e
Merr illv ille,In diana 46410
Viking-Cive s #0808 18-V CM
> Quot es are on ly valid for 30 da ys f rom dat e o f quote.
> Quot es pas t 30 day s m ust be requoted.
> 25% res tock ing fee on all cancelled and retu rned or ders .
TERMS & COND IT IONS OF Q UOTE
QUOTATION
Quant it y Item De scription Unit Price Amo unt
260 .00 INSTALL AT ION Lindco Installation La bor Hou rs
Quo te Nu mb er:220 839
Quo te Da te:Aug 29,2022
Sales Rep
Quot ed To:
City of York vi lle
610 Tower Lane
York vi lle,IL 60560
US A
Good Thru
9/28/22
Customer ID Payme nt Te rms
Page:
York vi lle-01 Ne t 30 Day s 309 70
23
TOTAL 285 ,970.0 0
Sales Tax
Subt ot al 285 ,970.0 0
Voice:
Fax :
(2 19)79 5-144 8
(2 19)73 6-089 2
25%Res tock Fee on All Cance ll ed an d R et urned Or ders
216 8 E as t 88t h Dr iv e
Merr illv ille,In diana 46410
Viking-Cive s #0808 18-V CM
> Quot es are on ly valid for 30 da ys f rom dat e o f quote.
> Quot es pas t 30 day s m ust be requoted.
> 25% res tock ing fee on all cancelled and retu rned or ders .
TERMS & COND IT IONS OF Q UOTE
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
Community Development
Purchasing Manager
Police
Public Works
Parks and Recreation
Agenda Item Number
New Business #4
Tracking Number
PW 2022-65
Williams Group – Riverfront Walk & Art Easements
Public Works Committee – September 20, 2022
Majority
Vote
Discussion regarding acquisition of a riverfront walk and art easements on the
Property located at 101 S. Bridge Street.
Krysti J. Barksdale-Noble, AICP Community Development
Name Department
Summary
City staff is recommending approval of the attached easements on the property owned by
the Williams Group at 101 S. Bridge Street, for a future riverfront walk and art installation. The
riverfront walk would span the length of the Fox River between IL Route 47/Bridge Street bridge
and the city owned parcel located at 201 W. Hydraulic. The riverfront walk would include a
trail/sidewalk, greenspace, lighting, and potentially outdoor seating (benches, tables with
umbrellas, and chairs). The art easement will be located near the corner of W. Hydraulic Avenue
and Bridge Street. This installation will serve as a placemaking element within the downtown and
help to define the historic commercial core visually better between Van Emmon Street and
Hydraulic Ave. The acquisition of both easements will forward the goals of previously approved
City plans.
Project Proposal
As mentioned, the City has approved various plans which contemplates these easements
on the property for the development of a riverfront walk as a westward extension of the Riverfront
Bicentennial Park, and the utilization of public art as a placemaking feature in the downtown.
These include the Comprehensive Plan Update (2016), Downtown Overlay District – Streetscape
Master Plan (2019) and the Downtown Art Plan (2020).
Riverfront Walk Easement
The Grant of Easement to the United City of Yorkville for the proposed riverwalk, prepared
by Engineering Enterprises, Inc. dated July 5, 2022, depicts an approximately 11,984 square foot
easement area meanders along the rear property profile approximately covering portions of the top
of the riverbank across towards the northern edge of the Fox River. This easement area will be
dedicated to the city for the future construction pedestrian and bike trail. The easement will allow
the city to maintain, repair, and operate any improvements made within the easement area for the
use and enjoyment of the general public.
Art Easement
The public art Grant of Easement to the United City of Yorkville prepared by Engineering
Enterprises, Inc. dated May 16, 2022, depicts an approximately 38 square foot area. As proposed,
the easement will be dedicated to the city for the installation, maintenance and display of an art
sculpture at the northwest corner of S. Bridge Street (IL Route 47) and Hydraulic Avenue.
Memorandum
To: Public Works Committee
From: Krysti Barksdale-Noble, AICP
CC: Bart Olson, City Administrator
Tim Evans, Parks and Recreation Director
Brad Sanderson, EEI, City Engineer
Date: September 12, 2022
Subject: Williams Group – Riverfront & Art Easement
101 S. Bridge Street
Recommendation
Staff recommends approval of the proposed easements, as prepared by Engineering
Enterprises, Inc.
HYDRAULIC AVENUE BRIDGE STREET (ROUTE 47)SMITH STREETFOX RIVER
SUG
AR G R O VE, IL.MARK G SCHEL
L
E
R035-003581
PROFESSIONAL
LAND
SURVEYOR
STATE OF
ILLINOIS
PAGE 1 OF 1
Engineering Enterprises, Inc.
GRANT OF EASEMENTTO THEUNITED CITY OF YORKVILLE
KENDALL COUNTY, ILLINOIS
UNITED CITY OF YORKVILLE
800 GAME FARM ROAD
YORKVILLE, IL 60560
HYDRAULIC AVENUE BRIDGE STREET (ROUTE 47)SMITH STREETFOX RIVER
SUG
AR G R O VE, IL.MARK G SCHEL
L
E
R035-003581
PROFESSIONAL
LAND
SURVEYOR
STATE OF
ILLINOIS
PAGE 1 OF 1
Engineering Enterprises, Inc.
GRANT OF EASEMENTTO THEUNITED CITY OF YORKVILLE
KENDALL COUNTY, ILLINOIS
UNITED CITY OF YORKVILLE
800 GAME FARM ROAD
YORKVILLE, IL 60560
HYDRAULIC AVENUE
LOT 1
BRIDGE STREET (ROUTE 47)SUGAR GR O V E, IL.MARK G SCHELL
E
R035-003581PROFESSIONALLANDSURVEYORSTATE OFILLINOIS
PAGE 1 OF 1
Engineering Enterprises, Inc.
GRANT OF EASEMENT
TO THE
UNITED CITY OF YORKVILLE
KENDALL COUNTY, ILLINOIS
UNITED CITY OF YORKVILLE800 GAME FARM ROADYORKVILLE, IL 60560
HYDRAULIC AVENUE
LOT 1
BRIDGE STREET (ROUTE 47)SU
G
AR G R O V E, IL.MARK G SCHELL
E
R035-003581
PROFESSIONAL
LAND
SURVEYOR
STATE OF
ILLINOIS
PAGE 1 OF 1Engineering Enterprises, Inc.
GRANT OF EASEMENT
TO THE
UNITED CITY OF YORKVILLE
KENDALL COUNTY, ILLINOIS
UNITED CITY OF YORKVILLE
800 GAME FARM ROAD
YORKVILLE, IL 60560
HYDRAULIC AVENUELOT 1B
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, IL.
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K G SCHELLER035-003581PROFESSIONALLANDSURVEYORSTATE OFILLINOISPAGE 1 OF 1Engineering Enterprises, Inc.GRANT OF EASEMENTTO THEUNITED CITY OF YORKVILLEKENDALL COUNTY, ILLINOISUNITED CITY OF YORKVILLE800 GAME FARM ROADYORKVILLE, IL 60560