Public Works Packet 2023 10-17-23
AGENDA
PUBLIC WORKS COMMITTEE MEETING
Tuesday, October 17, 2023
6:00 p.m.
East Conference Room #337
651 Prairie Pointe Drive, Yorkville, IL
Citizen Comments:
Minutes for Correction/Approval: September 19, 2023
New Business:
1. PW 2023-79 Capital Improvement Projects Update
2. PW 2023-80 Quarterly Bond and Letter of Credit Reduction Summary
3. PW 2023-81 North Central Tank Rehabilitation – Change Order No. 2
4. PW 2023-82 2024 Road to Better Roads – Design Engineering Agreement
5. PW 2023-83 Kylyns Ridge Subdivision Traffic Sign Analysis
Old Business:
Additional Business:
United City of Yorkville
651 Prairie Pointe Drive
Yorkville, Illinois 60560
Telephone: 630-553-4350
www.yorkville.il.us
UNITED CITY OF YORKVILLE
WORKSHEET
PUBLIC WORKS COMMITTEE
Tuesday, October 17, 2023
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. September 19, 2023
□ Approved __________
□ As presented
□ With corrections
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NEW BUSINESS:
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1. PW 2023-79 Capital Improvement Projects Update
□ Moved forward to CC __________
□ Approved by Committee __________
□ Bring back to Committee __________
□ Informational Item
□ Notes ___________________________________________________________________________
_________________________________________________________________________________
_________________________________________________________________________________
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2. PW 2023-80 Quarterly Bond and Letter of Credit Reduction Summary
□ Moved forward to CC __________
□ Approved by Committee __________
□ Bring back to Committee __________
□ Informational Item
□ Notes ___________________________________________________________________________
_________________________________________________________________________________
_________________________________________________________________________________
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3. PW 2023-81 North Central Tank Rehabilitation – Change Order No. 2
□ Moved forward to CC __________
□ Approved by Committee __________
□ Bring back to Committee __________
□ Informational Item
□ Notes ___________________________________________________________________________
_________________________________________________________________________________
_________________________________________________________________________________
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4. PW 2023-82 2024 Road to Better Roads – Design Engineering Agreement
□ Moved forward to CC __________
□ Approved by Committee __________
□ Bring back to Committee __________
□ Informational Item
□ Notes ___________________________________________________________________________
_________________________________________________________________________________
_________________________________________________________________________________
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5. PW 2023-83 Kylyns Ridge Subdivision Traffic Sign Analysis
□ 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?
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Agenda Item Summary Memo
Title:
Meeting and Date:
Synopsis:
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required:
Council Action Requested:
Submitted by:
Agenda Item Notes:
Reviewed By:
Legal
Finance
Engineer
City Administrator
Community Development
Purchasing
Police
Public Works
Parks and Recreation
Agenda Item Number
Minutes
Tracking Number
Minutes of the Public Works Committee – September 19, 2023
Public Works Committee – October 17, 2023
Majority
Committee Approval
Minute Taker
Name Department
DRAFT
Page 1 of 2
UNITED CITY OF YORKVILLE
PUBLIC WORKS COMMITTEE
Tuesday, September 19, 2023, 6:00pm
Yorkville City Hall, East Conference Room #337
651 Prairie Pointe Drive, Yorkville, IL
IN ATTENDANCE:
Committee Members
Chairman Ken Koch Alderman Craig Soling
Alderman Matt Marek (electronically) Alderman Rusty Corneils (electronically)
Other City Officials
City Administrator Bart Olson (electronically) Assistant City Administrator Erin Willrett (electronically)
Public Works Director Eric Dhuse Engineer Brad Sanderson, EEI
Alderman Chris Funkhouser (electronically)
Other Guests: None
The meeting was called to order at 6:01pm by Chairman Ken Koch.
Citizen Comments: None
Previous Meeting Minutes: August 15, 2023
The minutes were approved as presented.
New Business:
1. PW 2023-72 Briarwood Subdivision Traffic Sign Analysis
Mr. Sanderson said Engineering looked at 3 different intersections as requested. Cornerstone Dr./Wood Sage Ave. and
Wood Sage Ave./Garden St. do not have signs. They both have low traffic per day with no accident history, so no
signage is recommended. Greenbriar Rd./Cornerstone Dr. already has a stop sign and no changes are recommended.
Alderman Koch asked about the yield sign there. Mr. Dhuse said it was put there last year at the request of the school.
It will be removed now since no complaints were made since the parking lot went in and due to the no parking signs
on Garden St. Mr. Koch said the parking has been eliminated on the north side of Garden and it has improved the
situation.
2. PW 2023-73 Road to Better Roads 2023 Update
Mr. Olson said there are 3 possible scenarios and staff is asking the committee and Council to adopt a 5-year schedule
at the existing $1.5 million budget and revisit it after the yearly audit comes back. If more money is available, the
schedule can be accelerated. Mr. Sanderson added they try to bring forth a a plan in September so the design process
can begin for a January/February bid letting. The 2024 recommendation includes streets in Country Hills plus the
area described in item #1 above and streets from the watermain project, many in the older part of town. Additional
paving would be required if watermain pipes are placed down the middle of the streets.
For the additional years in the plan, the first option is to continue with the $1.6 to $1.7 funding and the second option
is to start a higher commitment in 2025. Option 2 elevates the funding to $3.5 million to $4 million for the
subsequent 4 years. This would complete most of the streets in the 5-year schedule. The exact amounts will be
determined after the audit reports come back and an engineering agreement will be brought to the
October meeting. Mr. Olson said Public Works can make a recommendation at the November meeting. He said a
revenue increase will likely be needed.
Mr. Soling asked about the Colton St. sidewalks delayed from last year--those will be done in this program. He also
asked about Georgeanna and Pleasure--the city will work with the township to repave. Patching should start this
week and a new surface will be put on next year. This moves forward to the Council to consider.
Page 2 of 2
3. PW 2023-74 East Van Emmon STP – Design Engineering Agreement
A similar project was done a couple years ago, where the city is on a Grant “B” list for road repaving and is moved up
as projects are completed, said Mr. Olson. To participate in the grant project, design engineering work is needed
ahead of time and the city cannot accept a grant unless this is done. This design work and preliminary services
contract with EEI is about $51,000. Alderman Corneils asked when the grant is anticipated and how long the
engineering is good. Mr. Olson said it's planned for 2025/2026 construction and the engineering would still be valid
with minor changes if needed. This moves forward to the City Council regular agenda for September 26th.
4. PW 2023-75 Water Audits and Non-Revenue Reduction – Design Engineering Agreement
Mr. Olson said this will need to be done each year for the Lake Michigan permit to determine the water reduction loss
and make recommendations if over 10%. The first year will require more work determining plans for reduction. The
estimated cost for the first year contract is about $40,000; they will do the calculations for the report process and track
how close the loss is to the 10%. This could affect the watermain projects each year. This needs City Council
approval and it will move forward to the regular agenda.
5. PW 2023-76 Sanitary Sewer Lining – Contract Award
Bids were taken at the end of August for sewer lining and several were received. All bids were below estimate and
Mr. Sanderson recommended the bid award go to the low bidder, Innovative Underground from Yorkville, at a cost of
$264,460. This moves to the City Council regular agenda.
6. 2023-77 Riverwalk Route 47 Crossing – Preliminary Engineering Agreement
Mr. Olson said there is a design engineering agreement with EEI for about $29,700. It is for a possible pedestrian
overpass over Rt. 47 or for a crossing under the bridge. When the Rt. 47 expansion was done, the crosswalk
markings at Rt. 47 and Hydraulic were not added in hopes that pedestrians would not cross there and use the Van
Emmon/Rt. 47 crossing instead, which people are not doing. A number of these projects will be proposed in the next
years so that the city is ready for grants when they are available, said Mr. Olson. This requires City Council approval.
Alderman Funkhouser asked if this topic could be discussed if a goal-setting meeting is set. This moves to the City
Council regular agenda.
7. PW 2023-78 Dump Truck Price Increase
Mr. Dhuse said this F550 truck was ordered in May. Ford decided to stop making 2023's and start making the 2024's
and with that came an increase of $3,870 for a total cost of $124,984. Alderman Corneils asked if this will delay the
receiving date. Mr. Dhuse said it will definitely delay it and there is no date as to when they will start the
manufacturing. There is a possibility of another increase. Mr. Dhuse said the city could see other price increases and
especially if the strike continues. He recommended moving ahead with this purchase to hold the place in line. He has
already looked for this product on lots with no success. This moves to the regular agenda for City Council.
Old Business: None
Additional Business:
Mr. Koch asked that the dead tree be removed in the entrance to Sunflower, in the Greenbriar right-of-way. Mr.
Dhuse said they will take care of it.
Mr. Soling received texts and calls about traffic backing up from Parkview School to Rt. 47. Mr. Dhuse said there are
no buses for the school, just parental drop-offs and he will talk with the Chief of Police about a possible staggered
start time. Alderman Koch said the problem is exacerbated by school buses not moving into the left turn lane and Mr.
Dhuse added that his staff is unable to exit Tower Lane.
There was no further business and the meeting adjourned at 6:35pm.
Minutes respectfully transcribed by
Marlys Young, Minute Taker
Have a question or comment about this agenda item?
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Agenda Item Summary Memo
Title:
Meeting and Date:
Synopsis:
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required:
Council Action Requested:
Submitted by:
Agenda Item Notes:
Reviewed By:
Legal
Finance
Engineer
City Administrator
Community Development
Purchasing
Police
Public Works
Parks and Recreation
Agenda Item Number
New Business #1
Tracking Number
PW 2023-79
Capital Project Update
Public Works Committee – October 17, 2023
None
Informational
A status update on projects will be given.
Brad Sanderson Engineering
Name Department
The purpose of this memo is to update the Public Works Committee as to the status of the several
projects. A summary on the status of the projects is provided below:
Construction Projects
2023 RTBR Program
The work is substantially complete.
North Central EWST Rehabilitation
The contractor is actively working on the project. Estimated completion of the project is mid-November.
2023 Water Main Replacement Program – Contract A
The project is approximately 95% complete. The contractor is working on restoration items.
2023 Water Main Replacement Program – Contract B
The project is approximately 70% complete. The completion date for the project is November 17th.
2023 Sanitary Sewer Lining
A preconstruction meeting was held on October 10th. The completion date for the project is December
22nd.
Planning/Design Projects
Downtown Riverwalk Feasibility Study
Design engineering has commenced.
WIFIA Loan Application
Work has begun on the application.
Kennedy / Freedom Place Intersection Improvements
Design engineering is complete. We are working on land acquisition with the City Attorney. The letting
for the project has been pushed to the winter. Construction will occur in 2024.
Well 10 and Raw Water Main
Design engineering has commenced. We are anticipating a fall/winter letting for the well and a spring
2024 letting for the raw water main.
2024 Water Main Improvements – Contract A
Design engineering has commenced.
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 30, 2023
Subject: Capital Improvement Projects Update
2024 Water Main Improvements – Contract B
Design engineering has commenced.
Well No. 7 Generator
Design engineering has commenced.
Eldamain Water Main Loop
Design engineering has commenced.
Corneils Sanitary Sewer
Design engineering has commenced.
Southern Sanitary Sewer Connection
Design engineering has commenced.
Van Emmon Street STP
Design engineering has commenced.
Have a question or comment about this agenda item?
Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville,
tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council
Agenda Item Summary Memo
Title:
Meeting and Date:
Synopsis:
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required:
Council Action Requested:
Submitted by:
Agenda Item Notes:
Reviewed By:
Legal
Finance
Engineer
City Administrator
Community Development
Purchasing
Police
Public Works
Parks and Recreation
Agenda Item Number
New Business #2
Tracking Number
PW 2023-80
Bond/LOC Reduction Summary Through September 30, 2023
Public Works Committee – October 17, 2023
None
Informational
Brad Sanderson Engineering
Name Department
Please see the attached reduction summary through September 30, 2023. If you have any
questions, please let me know.
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 30, 2023
Subject: 2023 Bond/LOC Reduction Summary
30-Sep-23
2023 Bond and Letter of Credit Reduction Report
Date Development/Project
Engineer
Concurrence
City Administrator
Concurrence
Mayor
Concurrence Reduction Final Release Reduction Value Remaining Balance
2/20/2023 Windett Ridge - Unit 2 X X X 284,534.28$ 862,655.46$
3/14/2023 Rt 126/Ashley Road X X X 429,138.16$ 161,733.72$
3/14/2023 Ashley Road X X X 120,766.48$ 48,401.17$
5/30/2023 Grande Reserve - Unit 13 X X X 87,600.00$ -$
5/30/2023 Grande Reserve - Unit 14 X X X 125,600.00$ -$
5/30/2023 Grande Reserve - Unit 23 X X X 520,410.95$ -$
5/30/2023 Heartland Meadows X X X 121,666.60$ 133,399.30$
6/12/2023 Timber Ridge Estates X X X 223,317.15$ 2,002,181.85$
9/7/2023 Windett Ridge - Unit 2 X X 452,120.00$ 410,535.46$
Have a question or comment about this agenda item?
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Agenda Item Summary Memo
Title:
Meeting and Date:
Synopsis:
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required:
Council Action Requested:
Submitted by:
Agenda Item Notes:
Reviewed By:
Legal
Finance
Engineer
City Administrator
Community Development
Purchasing
Police
Public Works
Parks and Recreation
Agenda Item Number
New Business #3
Tracking Number
PW 2023-81
North Central Tank Rehabilitation
Public Works Committee – October 17, 2023
CC – 02/22/22
Bid awarded and Construction
Engineering Agreement approved through
consent agenda PW 2022-09 & PW 2022-10
Majority
Consideration of Approval
Consideration of Change Order No. 2
Brad Sanderson Engineering
Name Department
The purpose of this memo is to present Change Order No. 2 for the above referenced project.
A Change Order, as defined by in the General Conditions of the Contract Documents, is a written order to
the Contractor authorizing an addition, deletion or revision in the work within the general scope of the
Contract Documents, or authorizing an adjustment in the Contract Price or Contract Time.
Background:
The United City of Yorkville and Jetco, ltd. entered into an agreement for a contract value of $630,750
for the above referenced project. The current contract completion date is June 1, 2023.
Questions Presented:
Should the City approve Change Order No. 2 which would change the completion date to November
30, 2023 and increase the contract value by $23,820?
Discussion:
The contractor was delayed in mobilization for this project due to unexpected delays in the City’s Well 7
rehabilitation project and the inability to take the tank out of service at the same time as the well. By the
time the well project was completed the tank would have been taken out of service in the peak of the heat
of summer, so after discussion with Public Works, it was decided to delay the project start until
September 2023.
There is no change in cost for the delay.
Additionally, T-Mobile has requested that the City allow modifications to be made to the hardware and
mounts welded to the tank allowing the installation of cell equipment to better serve the area. It was
determined that the work would be done as a part of the tank rehabilitation rather than risk having to
touch up any paint damaged if the modifications were made at a later time. T-Mobile will be reimbursing
the City for the full cost of all welding upgrades for the cell equipment ($23,820). Please see the proposed
welding upgrades below:
Memorandum
To: Bart Olson, City Administrator
From: Brad Sanderson, EEI
CC: Eric Dhuse, Director of Public Works
Rob Fredrickson, Finance Director
Jori Behland, City Clerk
Date: October 9, 2023
Subject: North Central Tank Rehabilitation
T-MOBILE IMPROVEMENTS
ITEM NO. DESCRIPTION TOTAL
1 1 EACH; J-HOOK BRACKET $ 990.00
2 3 EACH; ROOF COAX MOUNTS $ 2,230.00
3 ANTENNA MOUNTING BRACKETS, U-BOLTS,
AND POSTS; 9 LOCATIONS $ 5,790.00
4 COAX BRACKETS MOUNTED TO RAILING; 18
LOCATIONS $ 6,820.00
5 BASE CONE PENETRATIONS $ 7,990.00
TOTAL $ 23,820.00
We are recommending approval of the change order.
Action Required:
Consideration of approval of Change Order No. 2.
CHANGE ORDER
Order No. 2
Date: October 9, 2023
Agreement Date: February 24, 2022
NAME OF PROJECT: North Central Tank Rehabilitation
OWNER: United City of Yorkville
CONTRACTOR: Jetco, Ltd.
The following changes are hereby made to the CONTRACT DOCUMENTS:
Change of CONTRACT PRICE:
Original CONTRACT PRICE: $630,750
Current CONTRACT PRICE adjusted by previous CHANGE ORDER(S): $630,750
The CONTRACT PRICE due to this CHANGE ORDER will be increased by: $23,820
The new CONTRACT PRICE including this CHANGE ORDER will be: $654,570
Change to CONTRACT TIME:
The date for completion of all work will be November 30, 2023
Justification
TIME - The contractor’s mobilization was delayed due to unexpected challenges with a separate well
rehabilitation project. Additionally, after a discussion with Public Works, it was decided to postpone
the project until fall to avoid the unnecessary risk of taking the storage tank out of service during peak
summer heat.
PRICE – T-Mobile has requested that the City allow modifications be made to the hardware and
mounts allowing the installation of cell equipment to better serve the area. It was determined that the
work would be done as a part of the tank rehabilitation rather than have to touch up any paint damaged
if the modifications were made at a later time. T-Mobile will be reimbursing the City for the full cost of
all welding upgrades for the cell equipment ($23,820)
Approvals Required
Requested by: United City of Yorkville
Recommended by: Engineering Enterprises, Inc.
Accepted by: Jetco. Ltd.
Have a question or comment about this agenda item?
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Agenda Item Summary Memo
Title:
Meeting and Date:
Synopsis:
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required:
Council Action Requested:
Submitted by:
Agenda Item Notes:
Reviewed By:
Legal
Finance
Engineer
City Administrator
Community Development
Purchasing
Police
Public Works
Parks and Recreation
Agenda Item Number
New Business #4
Tracking Number
PW 2023-82
2024 Road to Better Roads Program – Design Engineering Agreement
Public Works Committee – October 17, 2023
Majority
Approval
Please see the attached memo.
Bart Olson Administration
Name Department
Summary
Consideration of a design engineering agreement with EEI for the City’s 2024 Road to
Better Roads program.
Background
This item was last discussed during the September 26th City Council meeting. At that
meeting, the City Council reviewed different options for multi-year Road to Better Roads
program and adopted a base level program funded at ~$1.5m annually. Since that meeting, EEI
has submitted a design engineering agreement to complete this work in anticipation of a Spring
2024 bid. As stated in the Sept 26th City Council meeting, we anticipate having an opportunity
to increase the annual Road to Better Roads budget after the FY 23 audit presentation at the
October 24th City Council meeting; if we increase the annual budget and project scope, we would
anticipate that this design engineering contract would also have to be increased.
The agreement submitted by EEI covers design engineering services only. The total cost
of the contract is fixed fee amount of $84,990. This agreement’s cost is included in the FY 24
budget.
Recommendation
Staff recommends approval of the design engineering agreement with EEI for the City’s
2024 Road to Better Roads program.
Memorandum
To: City Council
From: Bart Olson, City Administrator
CC:
Date: October 12, 2023
Subject: 2024 Road to Better Roads – design engineering
UNITED CITY OF YORKVILLE 2024 ROAD TO BETTER ROADS PROGRAM
PAGE 1
2024 Road to Better Roads Program
United City of Yorkville
Professional Services Agreement – Design Engineering
THIS AGREEMENT, by and between the United City of Yorkville, hereinafter
referred to as the "City" or “OWNER” and Engineering Enterprises, Inc.
hereinafter referred to as the "Contractor" or “ENGINEER” agrees as follows:
A. Services:
ENGINEER agrees to furnish to the City the following services: The ENGINEER
shall provide any and all necessary engineering services to the City as indicated
on the Scope of Services (Attachment B). Design Engineering for all roadways
indicated on Attachment E will be provided. Construction Engineering services
are not include and would be provided in a separate agreement. Engineering will
be in accordance with all City and Illinois Department of Transportation
requirements.
B. Term:
Services will be provided beginning on the date of execution of this agreement
and continuing, until terminated by either party upon 7 days written notice to the
non-terminating party or upon completion of the Services. Upon termination the
ENGINEER shall be compensated for all work performed for the City prior to
termination.
C. Compensation and maximum amounts due to ENGINEER:
ENGINEER shall receive as compensation for all work and services to be
performed herein, an amount based on the Estimated Level of Effort and
Associated Cost included in Attachment C. Design Engineering will be paid for
as a Fixed Fee (FF) in the amount of $84,990, of which direct expenses are
estimated at $6,250. The hourly rates for this project are shown in the attached
2023 Standard Schedule of Charges (Attachment F). All payments will be made
according to the Illinois State Prompt Payment Act and not less than once every
thirty days.
D. Changes in Rates of Compensation:
In the event that this contract is designated in Section B hereof as an Ongoing
Contract, ENGINEER, on or before February 1st of any given year, shall provide
written notice of any change in the rates specified in Section C hereof (or on any
UNITED CITY OF YORKVILLE 2024 ROAD TO BETTER ROADS PROGRAM
PAGE 2
attachments hereto) and said changes shall only be effective on and after May
1st of that same year.
E. Ownership of Records and Documents:
ENGINEER agrees that all books and records and other recorded information
developed specifically in connection with this agreement shall remain the
property of the City. ENGINEER agrees to keep such information confidential
and not to disclose or disseminate the information to third parties without the
consent of the City. This confidentiality shall not apply to material or information,
which would otherwise be subject to public disclosure through the freedom of
information act or if already previously disclosed by a third party. Upon
termination of this agreement, ENGINEER agrees to return all such materials to
the City. The City agrees not to modify any original documents produced by
ENGINEER without contractors consent. Modifications of any signed duplicate
original document not authorized by ENGINEER will be at OWNER’s sole risk
and without legal liability to the ENGINEER. Use of any incomplete, unsigned
document will, likewise, be at the OWNER’s sole risk and without legal liability to
the ENGINEER.
F. Governing Law:
This contract shall be governed and construed in accordance with the laws of the
State of Illinois. Venue shall be in Kendall County, Illinois.
G. Independent Contractor:
ENGINEER shall have sole control over the manner and means of providing the
work and services performed under this agreement. The City’s relationship to the
ENGINEER under this agreement shall be that of an independent contractor.
ENGINEER will not be considered an employee to the City for any purpose.
H. Certifications:
Employment Status: The Contractor certifies that if any of its personnel are an
employee of the State of Illinois, they have permission from their employer to
perform the service.
Anti-Bribery: The Contractor certifies it is not barred under 30 Illinois Compiled
Statutes 500/50-5(a) - (d) from contracting as a result of a conviction for or
admission of bribery or attempted bribery of an officer or employee of the State of
Illinois or any other state.
UNITED CITY OF YORKVILLE 2024 ROAD TO BETTER ROADS PROGRAM
PAGE 3
Loan Default: If the Contractor is an individual, the Contractor certifies that
he/she is not in default for a period of six months or more in an amount of $600
or more on the repayment of any educational loan guaranteed by the Illinois
State Scholarship Commission made by an Illinois institution of higher education
or any other loan made from public funds for the purpose of financing higher
education (5 ILCS 385/3).
Felony Certification: The Contractor certifies that it is not barred pursuant to 30
Illinois Compiled Statutes 500/50-10 from conducting business with the State of
Illinois or any agency as a result of being convicted of a felony.
Barred from Contracting: The Contractor certifies that it has not been barred
from contracting as a result of a conviction for bid-rigging or bid rotating under
720 Illinois Compiled Statutes 5/33E or similar law of another state.
Drug Free Workplace: The Contractor certifies that it is in compliance with the
Drug Free Workplace Act (30 Illinois Compiled Statutes 580) as of the effective
date of this contract. The Drug Free Workplace Act requires, in part, that
Contractors, with 25 or more employees certify and agree to take steps to
ensure a drug free workplace by informing employees of the dangers of drug
abuse, of the availability of any treatment or assistance program, of prohibited
activities and of sanctions that will be imposed for violations; and that individuals
with contracts certify that they will not engage in the manufacture, distribution,
dispensation, possession, or use of a controlled substance in the performance of
the contract.
Non-Discrimination, Certification, and Equal Employment Opportunity: The
Contractor agrees to comply with applicable provisions of the Illinois Human
Rights Act (775 Illinois Compiled Statutes 5), the U.S. Civil Rights Act, the
Americans with Disabilities Act, Section 504 of the U.S. Rehabilitation Act and
the rules applicable to each. The equal opportunity clause of Section 750.10 of
the Illinois Department of Human Rights Rules is specifically incorporated herein.
The Contractor shall comply with Executive Order 11246, entitled Equal
Employment Opportunity, as amended by Executive Order 11375, and as
supplemented by U.S. Department of Labor regulations (41 C.F.R. Chapter 60).
The Contractor agrees to incorporate this clause into all subcontracts under this
Contract.
International Boycott: The Contractor certifies that neither it nor any substantially
owned affiliated company is participating or shall participate in an international
boycott in violation of the provisions of the U.S. Export Administration Act of 1979
or the regulations of the U.S. Department of Commerce promulgated under that
Act (30 ILCS 582).
UNITED CITY OF YORKVILLE 2024 ROAD TO BETTER ROADS PROGRAM
PAGE 4
Record Retention and Audits: If 30 Illinois Compiled Statutes 500/20-65 requires
the Contractor (and any subcontractors) to maintain, for a period of 3 years after
the later of the date of completion of this Contract or the date of final payment
under the Contract, all books and records relating to the performance of the
Contract and necessary to support amounts charged to the City under the
Contract. The Contract and all books and records related to the Contract shall be
available for review and audit by the City and the Illinois Auditor General. If this
Contract is funded from contract/grant funds provided by the U.S. Government,
the Contract, books, and records shall be available for review and audit by the
Comptroller General of the U.S. and/or the Inspector General of the federal
sponsoring agency. The Contractor agrees to cooperate fully with any audit and
to provide full access to all relevant materials.
United States Resident Certification: (This certification must be included in all
contracts involving personal services by non-resident aliens and foreign entities
in accordance with requirements imposed by the Internal Revenue Services for
withholding and reporting federal income taxes.) The Contractor certifies that
he/she is a: x United States Citizen ___ Resident Alien ___ Non-Resident
Alien The Internal Revenue Service requires that taxes be withheld on payments
made to non resident aliens for the performance of personal services at the rate
of 30%.
Tax Payer Certification : Under penalties of perjury, the Contractor certifies that
its Federal Tax Payer Identification Number or Social Security Number is
(provided separately) and is doing business as a (check one): ___ Individual
___ Real Estate Agent ___ Sole Proprietorship ___ Government Entity ___
Partnership ___ Tax Exempt Organization (IRC 501(a) only) x Corporation
___ Not for Profit Corporation ___ Trust or Estate ___ Medical and Health Care
Services Provider Corp.
I. Indemnification:
ENGINEER shall indemnify and hold harmless the City and City’s agents,
servants, and employees against all loss, damage, and expense which it may
sustain or for which it will become liable on account of injury to or death of
persons, or on account of damage to or destruction of property resulting from the
performance of work under this agreement by ENGINEER or its Subcontractors,
or due to or arising in any manner from the wrongful act or negligence of
ENGINEER or its Subcontractors of any employee of any of them. In the event
that the either party shall bring any suit, cause of action or counterclaim against
the other party, the non-prevailing party shall pay to the prevailing party the cost
and expenses incurred to answer and/or defend such action, including
UNITED CITY OF YORKVILLE 2024 ROAD TO BETTER ROADS PROGRAM
PAGE 5
reasonable attorney fees and court costs. In no event shall the either party
indemnify any other party for the consequences of that party’s negligence,
including failure to follow the ENGINEER’s recommendations.
J. Insurance:
The ENGINEER agrees that it has either attached a copy of all required
insurance certificates or that said insurance is not required due to the nature and
extent of the types of services rendered hereunder. (Not applicable as having
been previously supplied)
K. Additional Terms or Modification:
The terms of this agreement shall be further modified as provided on the
attachments. Except for those terms included on the attachments, no additional
terms are included as a part of this agreement. All prior understandings and
agreements between the parties are merged into this agreement, and this
agreement may not be modified orally or in any manner other than by an
agreement in writing signed by both parties. In the event that any provisions of
this agreement shall be held to be invalid or unenforceable, the remaining
provisions shall be valid and binding on the parties. The list of exhibits is as
follows:
Attachment A: Standard Terms and Conditions
Attachment B: Scope of Services
Attachment C: Estimate of Level of Effort and Associated Cost
Attachment D: Estimated Schedule
Attachment E: Location Map
Attachment F: 2023 Standard Schedule of Charges
UNITED CITY OF YORKVILLE 2024 ROAD TO BETTER ROADS PROGRAM
PAGE 6
L. Notices:
All notices required to be given under the terms of this agreement shall be given
mail, addressed to the parties as follows:
For the City: For the ENGINEER:
City Administrator and City Clerk Engineering Enterprises, Inc.
United City of Yorkville 52 Wheeler Road
800 Game Farm Road Sugar Grove Illinois 60554
Yorkville, IL 60560
Either of the parties may designate in writing from time to time substitute
addresses or persons in connection with required notices.
Agreed to this _____day of __________________, 2023.
United City of Yorkville: Engineering Enterprises, Inc.:
___________________________ __________________________
John Purcell Brad Sanderson, PE
Mayor Chief Operating Officer / President
___________________________ __________________________
Jori Behland Angie Smith
City Clerk Executive Assistant
ENGINEERING ENTERPRISES, INC. ATTACHMENT A - OCTOBER 2023
PAGE 1
STANDARD TERMS AND CONDITIONS
Agreement: These Standard Terms and Conditions, together with the Professional Services Agreement, constitute the entire
integrated agreement between the OWNER and Engineering Enterprises, Inc. (EEI) (hereinafter “Agreement”), and take precedence
over any other provisions between the Parties. These terms may be amended, but only if both parties consent in writing.
Standard of Care: In providing services under this Agreement, the ENGINEER will endeavor to perform in a matter consistent with
that degree of care and skill ordinarily exercised by members of the same profession currently practicing under same circumstances
in the same locality. ENGINEER makes no other warranties, express or implied, written or oral under this Agreement or otherwise, in
connection with ENGINEER’S service.
Construction Engineering and Inspection: The ENGINEER shall not supervise, direct, control, or have authority over any
contractor work, nor have authority over or be responsible for the means, methods, techniques sequences, or procedures of
construction selected or used by any contractor, or the safety precautions and programs incident thereto, for security or safety of the
site, nor for any failure of a contractor to comply with laws and regulations applicable to such contractor’s furnishing and performing
of its work.
The ENGINEER neither guarantees the performance of any contractor nor assumes responsibility for contractor’s failure to furnish
and perform the work in accordance with the contract documents.
The ENGINEER is not responsible for the acts or omissions of any contractor, subcontractor, or supplies, or any of their agents or
employees or any other person at the site or otherwise furnishing or performing any work.
Shop drawing and submittal review by the ENGINEER shall apply to only the items in the submissions and only for the purpose of
assessing if upon installation or incorporation in the project work they are generally consistent with the construction documents.
OWNER agrees that the contractor is solely responsible for the submissions and for compliance with the construction documents.
OWNER further agrees that the ENGINEER’S review and action in relation to these submissions shall not constitute the provision of
means, methods, techniques, sequencing or procedures of construction or extend or safety programs or precautions. The
ENGINEER’S consideration of a component does not constitute acceptance of the assembled items.
The ENGINEER’S site observation during construction shall be at the times agreed upon in the Project Scope. Through standard,
reasonable means the ENGINEER will become generally familiar with observable completed work. If the ENGINEER observes
completed work that is inconsistent with the construction documents, that information shall be communicated to the contractor
and OWNER for them to address.
Opinion of Probable Construction Costs: ENGINEER’S opinion of probable construction costs represents ENGINEER’S best and
reasonable judgment as a professional engineer. OWNER acknowledges that ENGINEER has no control over construction costs of
contractor’s methods of determining pricing, or over competitive bidding by contractors, or of market conditions or changes thereto.
ENGINEER cannot and does not guarantee that proposals, bids or actual construction costs will not vary from ENGINEER’S opinion
of probable construction costs.
Copies of Documents & Electronic Compatibility: Copies of Documents that may be relied upon by OWNER are limited to the
printed copies (also known as hard copies) that are signed or sealed by the ENGINEER. Files in electronic media format of text, data,
graphics, or of other types that are furnished by ENGINEER to OWNER are only for convenience of OWNER. Any conclusion or
information obtained or derived from such electronic files will be at the user's sole risk. When transferring documents in electronic
media format, ENGINEER makes no representations as to long term compatibility, usability, or readability of documents resulting from
the use of software application packages, operating systems, or computer hardware differing from those used by ENGINEER at the
beginning of the project.
Changed Conditions: If, during the term of this Agreement, circumstances or conditions that were not originally contemplated by or
known to the ENGINEER are revealed, to the extent that they affect the scope of services, compensation, schedule, allocation of
risks, or other material terms of this Agreement, the ENGINEER may call for renegotiation of appropriate portions of this Agreement.
The ENGINEER shall notify the OWNER of the changed conditions necessitating renegotiation, and the ENGINEER and the OWNER
shall promptly and in good faith enter into renegotiation of this Agreement to address the changed conditions. If terms cannot be
agreed to, the parties agree that either party has the absolute right to terminate this Agreement, in accordance with the termination
provision hereof.
Hazardous Conditions: OWNER represents to ENGINEER that to the best of its knowledge no Hazardous Conditions
(environmental or otherwise) exist on the project site. If a Hazardous Condition is encountered or alleged, ENGINEER shall have the
obligation to notify OWNER and, to the extent of applicable Laws and Regulations, appropriate governmental officials. It is
acknowledged by both parties that ENGINEER's scope of services does not include any services related to a Hazardous Condition.
In the event ENGINEER or any other party encounters a Hazardous Condition, ENGINEER may, at its option and without liability for
consequential or any other damages, suspend performance of services on the portion of the project affected thereby until OWNER:
(i) retains appropriate specialist consultant(s) or contractor(s) to identify and, as appropriate, abate, remediate, or remove the
Hazardous Condition; and (ii) warrants that the project site is in full compliance with applicable Laws and Regulations.
Consequential Damages: Notwithstanding any other provision of this Agreement, and to the fullest extent permitted by law, neither
the OWNER nor the ENGINEER, their respective officers, directors, partners, employees, contractors, or subcontractors shall be liable
to the other or shall make any claim for any incidental, indirect, or consequential damages arising out of or connected in any way to
the Project or to this Agreement. This mutual waiver of consequential damages shall include, but is not limited to, loss of use, loss of
ENGINEERING ENTERPRISES, INC. ATTACHMENT A - OCTOBER 2023
PAGE 2
profit, loss of business, loss of income, loss of reputation, or any other consequential damages that either party may have incurred
from any cause of action including negligence, strict liability, breach of contract, and breach of strict or implied warranty. Both the
OWNER and the ENGINEER shall require similar waivers of consequential damages protecting all the entities or persons named
herein in all contracts and subcontracts with others involved in this project.
Termination: This Agreement may be terminated for convenience, without cause, upon fourteen (14) days written notice of either
party. In the event of termination, the ENGINEER shall prepare a final invoice and be due compensation as set forth in the Professional
Services Agreement for all costs incurred through the date of termination.
Either party may terminate this Agreement for cause upon giving the other party not less than seven (7) calendar days’ written notice
for the following reasons:
(a) Substantial failure by the other party to comply with or perform in accordance with the terms of the Agreement
and through no fault of the terminating party;
(b) Assignment of the Agreement or transfer of the project without the prior written consent of the other party;
(c) Suspension of the project or the ENGINEER’S services by the OWNER for a period of greater than ninety (90)
calendar days, consecutive or in the aggregate.
(d) Material changes in the conditions under which this Agreement was entered into, the scope of services or the
nature of the project, and the failure of the parties to reach agreement on the compensation and schedule
adjustments necessitated by such changes.
Payment of Invoices: Invoices are due and payable within 30 days of receipt unless otherwise agreed to in writing.
Third Party Beneficiaries: Nothing contained in this Agreement shall create a contractual relationship with or a cause of action in
favor of a third party against either the OWNER or the ENGINEER. The ENGINEER’S services under this Agreement are being
performed solely and exclusively for the OWNER’S benefit, and no other party or entity shall have any claim against the ENGINEER
because of this Agreement or the performance or nonperformance of services hereunder. The OWNER and ENGINEER agree to
require a similar provision in all contracts with contractors, subcontractors, vendors and other entities involved in this Project to carry
out the intent of this provision.
Force Majeure: Each Party shall be excused from the performance of its obligations under this Agreement to the extent that such
performance is prevented by force majeure (defined below) and the nonperforming party promptly provides notice of such prevention
to the other party. Such excuse shall be continued so long as the condition constituting force majeure continues. The party affected
by such force majeure also shall notify the other party of the anticipated duration of such force majeure, any actions being taken to
avoid or minimize its effect after such occurrence, and shall take reasonable efforts to remove the condition constituting such force
majeure. For purposes of this Agreement, “force majeure” shall include conditions beyond the control of the parties, including an act
of God, acts of terrorism, voluntary or involuntary compliance with any regulation, law or order of any government, war, acts of war
(whether war be declared or not), labor strike or lock-out, civil commotion, epidemic, failure or default of public utilities or common
carriers, destruction of production facilities or materials by fire, earthquake, storm or like catastrophe. The payment of invoices due
and owing hereunder shall in no event be delayed by the payer because of a force majeure affecting the payer.
Additional Terms or Modification: All prior understandings and agreements between the parties are merged into this Agreement,
and this Agreement may not be modified orally or in any manner other than by an Agreement in writing signed by both parties. In the
event that any provisions of this Agreement shall be held to be invalid or unenforceable, the remaining provisions shall be valid and
binding on the parties.
Assignment: Neither party to this Agreement shall transfer or assign any rights or duties under or interest in this Agreement without
the prior written consent of the other party. Subcontracting normally contemplated by the ENGINEER shall not be considered an
assignment for purposes of this Agreement.
Waiver: A party’s waiver of, or the failure or delay in enforcing any provision of this Agreement shall not constitute a waiver of the
provision, nor shall it affect the enforceability of that provision or of the remainder of this Agreement.
Attorney’s Fees: In the event of any action or proceeding brought by either party against the other under this Agreement, the
prevailing party shall be entitled to recover from the other all costs and expenses including without limitation the reasonable fees of
its attorneys in such action or proceeding, including costs of appeal, if any, in such amount as the Court may adjudge reasonable.
Fiduciary Duty: Nothing in this Agreement is intended to create, nor shall it be construed to create, a fiduciary duty owed to either
party to the other party. EEI makes no warranty, express or implied, as to its professional services rendered.
Headings: The headings used in this Agreement are inserted only as a matter of convenience only, and in no way define, limit,
enlarge, modify, explain or define the text thereof nor affect the construction or interpretation of this Agreement.
2024 Roads to Better Roads Program
United City of Yorkville
Professional Services Agreement - Design Engineering
Attachment B – Scope of Services
Design Engineering:
• Process required documents with the Illinois Department of Transportation for Motor Fuel Tax
Projects including:
o BLR14220 - Resolution
o BLR14222 - Municipal Estimate of Maintenance Costs
o BLR11510 - Preliminary Estimate of Cost
• Conduct site visit(s) to assess condition of existing pavement, curb and gutter, sidewalk, drainage,
structures and identify non-compliant sidewalk curb ramps.
• Obtain, review and inventory existing utility, roadway, right-of-way, ownership, soil data, etc.
• Obtain utility information to identify potential conflicts, as necessary.
• Obtain geotechnical site data, consisting of pavement cores taken every 1000-1500 feet, as necessary.
• Coordinate documentation for CCDD Management of soils, as necessary.
• Coordinate and develop with City Staff the final scope of improvements
• Coordinate City wide striping program
• Coordinate City wide sidewalk replacement program
• Coordinate City wide pavement rejuvenation program
• Confirm pavement design and rehabilitation methodology.
• Prepare MFT General Maintenance Section bid package, and ancillary documents, including:
o BLR 12200 – Local Public Agency Formal Contract Proposal
o BLR 12201 – Schedule of Prices
o BLR 12230 – Local Agency Proposal Bid Bond
o BLR 12325 - Apprenticeship Certification
o BLR 12326 – Affidavit of Illinois Business Office
o BC 57 - Affidavit of Availability
o Index for Supplemental Specifications and Recurring Special Provisions
o Check Sheet for Recurring Special Provisions
o BLR 11310 - Special Provisions
o District Three Special Provisions
o Bureau of Design and Environment Special Provisions/Check sheets
o Local Roads Special Provisions
o Location Map
o Existing/Proposed Typical Sections
o Prevailing Wage
o Highway Standards
o City Standards/Details
o Core Report (Provided by Rubino Engineering)
o CCDD Documents (Provided by Rubino Engineering)
o Quantity Breakdown by Street
• Clover Court (Country Hills Drive to East End)
• Country Hills Drive (IL Route 71 to Prairie Crossing Drive)
• Fawn Ridge Court (Country Hills Drive to East End)
• Garden Circle (Garden Street to Garden Street)
2024 Roads to Better Roads Program
United City of Yorkville
Professional Services Agreement – Design Engineering
Attachment B - Scope of Services
• Garden Street (Garden Circle to IL Route 47)
• Greenfield Turn (Country Hills Drive to Country Hills Drive)
• Harvest Trail (Country Hills Drive to East End)
• Meadowlark Lane (Greenfield Turn to Greenfield Turn)
• Sunny Dell Court (Greenfield Turn to East End)
• Sunny Dell Lane (Raintree Road to Greenfield Turn)
• City Wide Striping Improvements
• City Wide Crack Sealing Improvements
• City Wide Sidewalk Replacement Program
• City Wide Pavement Rejuvenation Program (2023 Resurfacing Streets)
• Coordinate IDOT and City review, including revisions and approval
• Prepare preliminary and final cost estimates
• Assist in bidding, contractor/bid evaluations, contract preparation and additional contract
administration as required; facilitate IDOT approval of Contract
• Attend public meetings with Staff to review design progress
• Provide all bid packages in 8 ½” x 11½” format
• Provide planning/design/construction schedule and frequent updates regarding any potential items
affecting the schedule
ATTACHMENT C: ESTIMATED LEVEL OF EFFORT AND ASSOCIATED COSTPROFESSIONAL ENGINEERING SERVICES CLIENT PROJECT NUMBERUnited City of YorkvilleYO2337-PPROJECT TITLEDATE PREPARED BY2024 Road to Better Roads Program - Design EngineeringROLE PIC PM SPE 1 PE SPT 2 SPT 1 ST ADMINPERSONRATE $239 $204 $179 $162 $167 $156 $135 $70DESIGN ENGINERING2.16 18 14 4 42 8,260$ 2.24 4 4 6 18 3,460$ 2.32 4 6 1,006$ 2.42 6 8 1,380$ 2.56 24 96 126 21,072$ 2.68 40 120 6 12 6 192 31,916$ 2.72 2 6 10 1,858$ 2.82 4 6 2 14 2,236$ 2.92 4 4 2 4 2 18 3,000$ 2.102 4 6 12 2 26 4,452$ Insert Task Subtotal: 14 48 98 264 8 16 8 4 460 78,640$ 14 48 98 264 8 16 8 4 460 78,640 EEI STAFFDIRECT EXPENSESPIC Principal In ChargePrinting/Scanning = 100$ PM Project ManagerRubino (Cores & CCDD) = 6,250$ SPE 2 Senior Project Engineer IIPE Project EngineerDIRECT EXPENSES = 6,350$ SPT 2 Senior Project Technician IISPT 1 Senior Project Technician ILABOR SUMMARYST Senior TechnicianEEI Labor Expenses = 78,640$ ADMIN Adminstrative AssistantTOTAL LABOR EXPENSES78,640$ TOTAL COSTS 84,990$ 52 Wheeler Road, Sugar Grove, IL 60554 Tel: 630.466.6700 Fax: 630.466.6701 www.eeiweb.comCJO10/3/23COSTProject Management and AdministrationProject MeetingsTASK NO.TASK DESCRIPTIONHOURSBidding and ContractingPROJECT TOTAL:Geotechincal Investigation (Coordination, Field Work, Review Report)Analyze/Finalize Roadway Rehabilitation MethodsSite Review, Identification of Required ImprovementsPrepare Pre-Final Bid Package/Exhibits - 90%Prepare Engineer's Opinion of Probable Construction Cost - 90%Submit Bid Package for IDOT ReviewRevise and Resubmit Bid Package for IDOT Approval/Advertisement
ATTACHMENT D: ESTIMATED SCHEDULECLIENT PROJECT NUMBERUnited City of YorkvillePROJECT TITLE DATE PREPARED BY2024 Road to Better Roads Program - Design Engineering CJOOCT NOV DEC JAN FEB MARAPR MAYJUN2.12.22.32.42.52.62.72.82.902.10 52 Wheeler Road Sugar Grove, IL 60554 Tel: 630.466.6700 Fax: 630.466.6701 www.eeiweb.comBidding and ContractingPrepare Engineer's Opinion of Probable Construction Cost - 90%Project MeetingsGeotechinical Investigation (Coordination, Field Work, Review Report)Analyze/Finalize Roadway Rehabilitation MethodsSite Review, Identification of Required ImprovementsPrepare Pre-Final Bid Package/Exhibits - 90%Submit Bid Package for IDOT Review; IDOT ReviewRevise and Resubmit Bid Package for IDOT Approval/AdvertisementYO2337-PTASK NO.TASK DESCRIPTION10/3/23Project Management and Administration2023 2024
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WalshEngineering Enterprises, Inc.52 Wheeler RoadSugar Grove, Illinois 60554(630) 466-6700
ATTACHMENT EPROPOSED 2024 RTBR PROGRAMLOCATION MAP www.eeiweb.com
DATE:
PROJECT NO.:
FILE:
PATH:
BY:
OCTOBER 2023
YO2337
YO2337_Road Program 2023 Attachment E.MXD
H:\GIS\PUBLIC\YORKVILLE\2023\
MJT
United City of Yorkville800 Game Farm RoadYorkville, IL 60560630-553-4350 ³
2,000 01,000 Feet
Legend
2024 Road Program
EMPLOYEE DESIGNATION CLASSIFICATION HOURLY RATE
Senior Principal E-4 $239.00
Principal E-3 $234.00
Senior Project Manager E-2 $227.00
Project Manager E-1 $204.00
Senior Project Engineer/Surveyor II P-6 $192.00
Senior Project Engineer/Surveyor I P-5 $179.00
Project Engineer/Surveyor P-4 $162.00
Senior Engineer/Surveyor P-3 $149.00
Engineer/Surveyor P-2 $135.00
Associate Engineer/Surveyor P-1 $122.00
Senior Project Technician II T-6 $167.00
Senior Project Technician I T-5 $156.00
Project Technician T-4 $146.00
Senior Technician T-3 $135.00
Technician T-2 $122.00
Associate Technician T-1 $107.00
GIS Technician II G-2 $119.00
GIS Technician I G-1 $110.00
Engineering/Land Surveying Intern I-1 $ 79.00
Executive Administrative Assistant A-4 $ 75.00
Administrative Assistant A-3 $ 70.00
VEHICLES. REPROGRAPHICS, DIRECT COSTS, DRONE AND EXPERT TESTIMONY
Vehicle for Construction Observation $ 15.00
In-House Scanning and Reproduction $0.25/Sq. Ft. (Black & White)
$1.00/Sq. Ft. (Color)
Reimbursable Expenses (Direct Costs) Cost
Services by Others (Direct Costs) Cost + 10%
Unmanned Aircraft System / Unmanned Aerial Vehicle / Drone $ 216.00
Expert Testimony $ 271.00
STANDARD SCHEDULE OF CHARGES ~ JANUARY 1, 2023
ATTACHMENT F
Have a question or comment about this agenda item?
Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville,
tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council
Agenda Item Summary Memo
Title:
Meeting and Date:
Synopsis:
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required:
Council Action Requested:
Submitted by:
Agenda Item Notes:
Reviewed By:
Legal
Finance
Engineer
City Administrator
Community Development
Purchasing
Police
Public Works
Parks and Recreation
Agenda Item Number
New Business #5
Tracking Number
PW 2023-83
Kylyns Ridge Subdivision Traffic Sign Analysis
Public Works Committee – October 17, 2023
None
Informational
Please see the attached memo.
Brad Sanderson Engineering
Name Department
As requested, we investigated the possible installation of a multi-way stop sign at the following
intersections:
•Northland Lane and Blackberry Shore Lane
•High Ridge Lane and Western Lane
•High Ridge Lane and Canyon Trail / Canyon Trail Court
We also investigated the possible installation of stop or yield signs at the following intersection:
•Northland Lane and Western Lane
Finally, a 7-day traffic speed study was conducted on the following streets:
•High Ridge Lane
•Northland Lane
•Blackberry Shore Lane
The governing entity on traffic control signage is the Manual on Uniform Traffic Control Devices
(MUTCD). The manual states as follows in regards to multi-way stop sign installation:
Guidance:
The decision to install multi-way stop control should be based on an engineering study.
The following criteria should be considered in the engineering study for a multi-way STOP sign
installation:
A. Where traffic control signals are justified, the multi-way stop is an interim measure that can be
installed quickly to control traffic while arrangements are being made for the installation of the
traffic control signal.
B. Five or more reported crashes in a 12-month period that are susceptible to correction by a
multi-way stop installation. Such crashes include right-turn and left-turn collisions as well as
right-angle collisions.
C. Minimum volumes:
1. The vehicular volume entering the intersection from the major street approaches (total
of both approaches) averages at least 300 vehicles per hour for any 8 hours of an
average day; and
2. The combined vehicular, pedestrian, and bicycle volume entering the intersection from
the minor street approaches (total of both approaches) averages at least 200 units per
hour for the same 8 hours, with an average delay to minor-street vehicular traffic of at
least 30 seconds per vehicle during the highest hour; but
3. If the 85th-percentile approach speed of the major-street traffic exceeds 40 mph, the
minimum vehicular volume warrants are 70 percent of the values provided in Items 1 and
2.
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
James Jensen, Chief of Police
Date: October 10, 2023
Subject: Kylyn’s Ridge Subdivision – Traffic Sign and Speed Analyses
1
D. Where no single criterion is satisfied, but where Criteria B, C.1, and C.2 are all satisfied to 80
percent of the minimum values. Criterion C.3 is excluded from this condition.
Option:
Other criteria that may be considered in an engineering study include:
A.The need to control left-turn conflicts;
B.The need to control vehicle/pedestrian conflicts near locations that generate high pedestrian
volumes;
C. Locations where a road user, after stopping, cannot see conflicting traffic and is not able to
negotiate the intersection unless conflicting cross traffic is also required to stop; and
D. An intersection of two residential neighborhood collector (through) streets of similar design
and operating characteristics where multi-way stop control would improve traffic operational
characteristics of the intersection
The governing entity on traffic control signage is the Manual on Uniform Traffic Control Devices
(MUTCD). The manual states as follows in regard to yield and stop sign installation:
Guidance:
Engineering judgment should be used to establish intersection control. The following factors
should be considered:
A.Vehicular, bicycle, and pedestrian traffic volumes on all approaches;
B. Number and angle of approaches;
C. Approach speeds;
D.Sight distance available on each approach; and
E.Reported crash experience.
YIELD or STOP signs should be used at an intersection if one or more of the following conditions
exist:
A. An intersection of a less important road with a main road where application of the normal
right-of-way rule would not be expected to provide reasonable compliance with the law;
B.A street entering a designated through highway or street; and/or
C. An unsignalized intersection in a signalized area.
In addition, the use of YIELD or STOP signs should be considered at the intersection of two
minor streets or local roads where the intersection has more than three approaches and where
one or more of the following conditions exist:
A. The combined vehicular, bicycle, and pedestrian volume entering the intersection from all
approaches averages more than 2,000 units per day;
B.The ability to see conflicting traffic on an approach is not sufficient to allow a road user to
stop or yield in compliance with the normal right-of-way rule if such stopping or yielding is
necessary; and/or
C. Crash records indicate that five or more crashes that involve the failure to yield the right-of-
way at the intersection under the normal right-of-way rule have been reported within a 3-year
period, or that three or more such crashes have been reported within a 2-year period.
Yield or Stop signs should not be used for speed control.
At unsigned intersections, the application of the normal right-of-way rules would apply.
2
Figure D taken from the Illinois Drivers Manual shows that the minor roadway should yield to traffic on
the major roadway at uncontrolled intersections.
Our findings were as follows:
•Northland Lane and Blackberry Shore Lane (Multi-Way Stop)
o Currently, the intersection has a stop sign on the northbound and southbound approaches
of Northland Lane.
o Parking is not permitted on the westbound lane of Blackberry Shore Lane after the
intersection.
o There are no sight distance constraints in any direction approaching the intersection.
o The Yorkville Police Department had reported no accidents at this intersection in the past
three years.
o The Blackberry Shore Lane bi-directional vehicle volume entering the intersection during
evening commute hours was less than 300 vehicles per hour (approx. 108 vehicles per
hour).
o The Northland Lane bi-directional vehicular, pedestrian, and bicycle volume entering the
intersection during evening commute hours was less than 200 units per hour (approx. 52
units per hour).
o The speed limit on all approaches was unmarked, therefore the speed limit was 30 mph.
o Left-turn conflicts do not appear to be an issue on any of the intersection approaches.
o A park is situated northwest of this intersection; however, no pedestrian traffic was
observed approaching the intersection during the study.
o This intersection does not appear to be a good candidate for a multi-way stop.
o It is our understanding that there may be a concern regarding speed on Blackberry Shore
Lane. Since the MUTCD states that yield or stop signs should not be used for speed
3
control, this issue may be more properly addressed with enforcement or traffic calming
devices if necessary.
•High Ridge Lane and Western Lane (Multi-Way Stop)
o Currently, the intersection has a yield sign on the eastbound and westbound approaches
of Western Lane.
o Parking is permitted on all approaches to the intersection.
o There are no sight distance constraints in any direction approaching the intersection.
o The Yorkville Police Department had reported one accident at this intersection in the past
three years (See attached crash report). In the incident, an eastbound vehicle on Western
Lane entered the intersection and struck a vehicle heading northbound on High Ridge
Lane. The eastbound driver stated they had not seen the vehicle travelling northbound.
The incident was not a turning incident.
o The High Ridge Lane bi-directional vehicle volume entering the intersection during
evening commute hours was less than 300 vehicles per hour (approx. 52 vehicles per
hour).
o The Western Lane bi-directional vehicular, pedestrian, and bicycle volume entering the
intersection during evening commute hours was less than 200 units per hour (approx. 30
units per hour).
o The speed limit on all approaches was unmarked, therefore the speed limit was 30 mph.
o Left-turn conflicts do not appear to be an issue on any of the intersection approaches. The
reported accident was not an issue of left-turn conflict.
o A total of 14 pedestrians were observed approaching the intersection during the study.
The area does not appear to need to control vehicle/pedestrian conflicts due to low
pedestrian volumes during peak hours.
o This intersection does not appear to be a good candidate for a multi-way stop.
•High Ridge Lane and Canyon Trail / Canyon Trail Court (Multi-Way Stop)
o Currently, the intersection has a yield sign on the eastbound approach of Canyon Trail
Court, and the westbound approach of Canyon Trail.
o Parking is permitted on all approaches to the intersection.
o A bus stop is located at the northeast corner of the intersection.
o The Yorkville Police Department had reported no accidents at this intersection in the past
three years.
o The High Ridge Lane bi-directional vehicle volume entering the intersection during
evening commute hours was less than 300 vehicles per hour (approx. 44 vehicles per
hour).
o The Canyon Trail Court / Canyon Trail bi-directional vehicular, pedestrian, and bicycle
volume entering the intersection during evening commute hours was less than 200 units
per hour (approx. 29 units per hour).
o The speed limit on all approaches was unmarked, therefore the speed limit was 30 mph.
o There are no sight distance constraints in any direction approaching the intersection.
o Left-turn conflicts do not appear to be an issue on any of the intersection approaches. The
reported accident was not an issue of left-turn conflict.
o A total of 14 pedestrians were observed approaching the intersection during the study.
o This intersection does not appear to be a good candidate for a multi-way stop.
4
•Northland Lane and Western Lane (Stop or Yield Sign)
o Currently, there are no traffic signs at the intersection.
o Parking is not permitted on the westbound lane of Western Lane or the southbound Lane
of Northland Lane after the intersection.
o Cannonball Trail Park is directly southwest of the intersection.
o There are no sight distance constraints in any direction approaching the intersection.
o Neither street has a posted speed limit, therefore the speed limit is 30 mph on both streets.
o The traffic volume approaching the intersection appears to be below 2,000 units per day
(approx. 1,296 units per day).
o The Yorkville Police Department had reported no accidents at this intersection in the past
three years.
o A total of 0 pedestrians approached the intersection from any direction during the study.
o Based on the above criteria, this intersection does not appear to be a good candidate for
the stop sign or yield sign.
•High Ridge Lane (Traffic Speed Study)
o A 7-day, bi-directional, traffic speed study was conducted south of the intersection of
High Ridge Lane and Canyon Trail / Canyon Trail Court. A total of 2,894 vehicles were
examined. The average speed was 28.8 mph, the 85th percentile speed was 34.0 mph, and
the highest recorded speed was 65.0 mph, respectively. Since the MUTCD states that
yield or stop signs should not be used for speed control, the perceived speeding issue may
be more properly addressed with enforcement or traffic calming devices. However, the
traffic speed study does not indicate a speeding issue on High Ridge Lane.
•Northland Lane (Traffic Speed Study)
o A 7-day, bi-directional, traffic speed study was conducted north of the intersection of
Northland Lane and Western Lane. A total of 3,777 vehicles were examined. The average
speed was 25.8 mph, the 85th percentile speed was 30.0 mph, and the highest recorded
speed was 46.0 mph, respectively. Since the MUTCD states that yield or stop signs
should not be used for speed control, the perceived speeding issue may be more properly
addressed with enforcement or traffic calming devices. However, the traffic speed study
does not indicate a speeding issue on Northland Lane.
•Blackberry Shore Lane (Traffic Speed Study)
o A 7-day, bi-directional, traffic speed study was conducted west of the intersection of
Northland Lane and High Ridge Lane. A total of 7,629 vehicles were examined. The
average speed was 30.6 mph, the 85th percentile speed was 36.0 mph, and the highest
recorded speed was 59.0 mph, respectively. Since the MUTCD states that yield or stop
signs should not be used for speed control, the perceived speeding issue may be more
properly addressed with enforcement or traffic calming devices. However, the traffic
speed study does not indicate a speeding issue on Blackberry Shore Lane.
5
PART I:
INTERSECTION TRAFFIC SIGN ANALYSIS
6
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Western CanyonRed TailAlan DaleCannonballCopyright nearmap 2015
0 100 200 Feet
KYLYN'S RIDGE SUBDIVISION TRAFFICSIGN ANALYSES
Engineering Enterprises, Inc. 52 Wheeler RoadSugar Grove, Illinois 60554(630) 466-6700www.eeiweb.com
DATE:
PROJECT NO.:
FILE:
PATH:
BY:
OCTOBER 2023
YO1107
YO2107-Stop Sign Northland.mxd
H:\GIS\PUBLIC\YORKVILLE\2021\
MJT ³
MULTI-WAYSTOP SIGN ANALYSIS
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YIELD SIGNANALYSIS
EXISTING STOPSIGN LOCATIONS
7
WesternHigh RidgeIroquoisBlackberry Shore
Canyon
White Plains
Canyon Trail
Copyright nearmap 2015
0 100 200 Feet
Engineering Enterprises, Inc.52 Wheeler RoadSugar Grove, Illinois 60554(630) 466-6700
KYLYN'S RIDGE SUBDIVISION TRAFFICSIGN ANALYSESwww.eeiweb.com
DATE:
PROJECT NO.:
FILE:
PATH:
BY:
OCTOBER 2023
YO2107
YO2107-Stop Sign High Ridge.mxd
H:\GIS\PUBLIC\YORKVILLE\2021\
MJT ³
MULTI-WAYSTOP SIGN ANALYSIS
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MULTI-WAYSTOP SIGN ANALYSIS
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EXISTING YIELD SIGN LOCATIONS (TYP.)
8
PRELIMINARY ENGINEERING EVALUATION
Location: Northland Lane and Blackberry Shore Lane
Criteria Met Criteria**
Yes
Additional
Study
Required No
A.
B.
C.Minimum Volumes:
1.
2.
3.
D.
E.
F.
G.
H.
Criteria are clearly met recommending installation of a multi-way stop
Criteria are not clearly met at this time - no further action recommended
Criteria may or may not be met - additional engineering study required
By:Gabrieil Braboy Date:9/11/2023
Title
By:Date:
Title
* Based upon Professional Engineer's Review
** Manual on Uniform Traffic Control Devices (MUTCD)
If the 85th-percentile approach speed of the major-street traffic exceeds 40 mph, the minimum vehicular volume
warrants are 70 percent of the values provided in Items 1 and 2.
Where no single criterion is satisfied, but where Criteria B, C.1 and C.2 are all satisfied to 80 percent of the minimum
values, criterion C.3 is excluded from this condition.
Based on a preliminary review of the criteria for a multi-way stop sign the following action is recommended:
The need to control left-turn conflicts;
The need to control vehicle/pedestrian conflicts near locations that generate high pedestrian volumes;
Locations where a road user, after stopping, cannot see conflicting traffic and is not able to negotiate the intersection
unless conflicting cross traffic is also required to stop; and
An intersection of two residential neighborhood collector (through) streets of similar design and operating characteristics
where multi-way stop control would improve traffic operational characteristics of the intersection.
Where traffic control signals are justified, the multi-way stop is an interim measure that can be installed quickly to control
traffic while arrangements are being made for the installation of the traffic control signal.
Five or more reported crashes in a 12-month period that are susceptible to correction by a multi-way stop installation.
Such crashes include right-turn and left-turn collisions as well as right-angle collisions.
The vehicular volume entering the intersections from the major street approaches (total of both
approaches)averages at least 300 vehicles per hour for any 8 hours of an average day; and
The combined vehicular, pedestrian, and bicycle volume entering the intersections from the minor street approaches
(total of both approaches) averages at least 200 units per hour for the same 8 hours, with an average delay to minor-
street vehicular traffic of at least 30 seconds per vehicle during the highest hour; but
MULTI-WAY STOP
UNITED CITY OF YORKVILLE
Primary Criteria to Consider*
X
X
X
X
X
X
X
X
X
X
X
9
NORTHLAND LANE – NORTHBOUND
APPROACH
LOOKING NORTH
NORTHLAND LANE – NORTHBOUND
APPROACH
LOOKING EAST
10
NORTHLAND LANE – NORTHBOUND
APPROACH
LOOKING WEST
NORTHLAND LANE – SOUTHBOUND
APPROACH
LOOKING SOUTH
11
NORTHLAND LANE – SOUTHBOUND
APPROACH
LOOKING EAST
NORTHLAND LANE – SOUTHBOUND
APPROACH
LOOKING WEST
12
BLACKBERRY SHORE LANE –
EASTBOUND APPROACH
LOOKING EAST
BLACKBERRY SHORE LANE –
EASTBOUND APPROACH
LOOKING NORTH
13
BLACKBERRY SHORE LANE –
EASTBOUND APPROACH
LOOKING SOUTH
BLACKBERRY SHORE LANE –
WESTBOUND APPROACH
LOOKING WEST
14
BLACKBERRY SHORE LANE –
WESTBOUND APPROACH
LOOKING NORTH
BLACKBERRY SHORE LANE –
WESTBOUND APPROACH
LOOKING SOUTH
15
16
PRELIMINARY ENGINEERING EVALUATION
Location: High Ridge Lane and Western Lane
Criteria Met Criteria**
Yes
Additional
Study
Required No
A.
B.
C.Minimum Volumes:
1.
2.
3.
D.
E.
F.
G.
H.
Criteria are clearly met recommending installation of a multi-way stop
Criteria are not clearly met at this time - no further action recommended
Criteria may or may not be met - additional engineering study required
By:Gabriel Braboy Date:9/11/2023
Title
By:Date:
Title
* Based upon Professional Engineer's Review
** Manual on Uniform Traffic Control Devices (MUTCD)
UNITED CITY OF YORKVILLE
MULTI-WAY STOP
Primary Criteria to Consider*
Where traffic control signals are justified, the multi-way stop is an interim measure that can be installed quickly to control
traffic while arrangements are being made for the installation of the traffic control signal.
Five or more reported crashes in a 12-month period that are susceptible to correction by a multi-way stop installation.
Such crashes include right-turn and left-turn collisions as well as right-angle collisions.
The vehicular volume entering the intersections from the major street approaches (total of both
approaches)averages at least 300 vehicles per hour for any 8 hours of an average day; and
An intersection of two residential neighborhood collector (through) streets of similar design and operating characteristics
where multi-way stop control would improve traffic operational characteristics of the intersection.
Based on a preliminary review of the criteria for a multi-way stop sign the following action is recommended:
The combined vehicular, pedestrian, and bicycle volume entering the intersections from the minor street approaches
(total of both approaches) averages at least 200 units per hour for the same 8 hours, with an average delay to minor-
street vehicular traffic of at least 30 seconds per vehicle during the highest hour; but
If the 85th-percentile approach speed of the major-street traffic exceeds 40 mph, the minimum vehicular volume
warrants are 70 percent of the values provided in Items 1 and 2.
Where no single criterion is satisfied, but where Criteria B, C.1 and C.2 are all satisfied to 80 percent of the minimum
values, criterion C.3 is excluded from this condition.
The need to control left-turn conflicts;
The need to control vehicle/pedestrian conflicts near locations that generate high pedestrian volumes;
Locations where a road user, after stopping, cannot see conflicting traffic and is not able to negotiate the intersection
unless conflicting cross traffic is also required to stop; and
X
X
X
X
X
X
X
X
X
X
X
17
HIGH RIDGE LANE – NORTHBOUND
APPROACH
LOOKING NORTH
HIGH RIDGE LANE – NORTHBOUND
APPROACH
LOOKING EAST
18
HIGH RIDGE LANE – NORTHBOUND
APPROACH
LOOKING WEST
HIGH RIDGE LANE – SOUTHBOUND
APPROACH
LOOKING SOUTH
19
HIGH RIDGE LANE – SOUTHBOUND
APPROACH
LOOKING EAST
HIGH RIDGE LANE – SOUTHBOUND
APPROACH
LOOKING WEST
20
WESTERN LANE – EASTBOUND
APPROACH
LOOKING EAST
WESTERN LANE – EASTBOUND
APPROACH
LOOKING NORTH
21
WESTERN LANE – EASTBOUND
APPROACH
LOOKING SOUTH
WESTERN LANE – WESTBOUND
APPROACH
LOOKING WEST
22
WESTERN LANE – WESTBOUND
APPROACH
LOOKING NORTH
WESTERN LANE – WESTBOUND
APPROACH
LOOKING SOUTH
23
24
IY003 * X002608966 *
11
11
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4/23/2022 6:28
1 1
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11-904 YK0002145
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230 Joshua Opp Sam Stroup, 209UNIT 1UNIT 2
1
2
3
1
2
3
(EVNO)(MOST)(EVNT)(LOC)DAMAGED PROPERTY OWNER NAME DAMAGED PROPERTY TIMEPOLICE NOTIFIED
PROPERTY OWNERS ADDRESS: STREET, CITY, STATE, ZIP SECONDARYPRIMARY EMS NOTIFIED TIME
ARREST NAME
CITATIONS ISSUED PENDING SECTION CITATION NO.TIMEEMS ARRIVED
ARREST NAME
CITATIONS ISSUED PENDING SECTION CITATION NO.ROAD CLEARANCE TIME
OFFICER ID.SIGNATURE BEAT / DIST.SUPERVISOR ID.COURT DATE TIME
4/23/2022 6:28 o
þ
o
o
o
o
4/23/2022 6:28
o
þ
5/19/2022 8:30 þ
o
AM
PM
AM
PM
AM
PM
AM
PM
AM
PM
(UNIT)(SEAT)(DOB)(SEX)(SAFT)(AIR)(INJ)(EJCT)(EPTH)PASSENGERS & WITNESSES ONLY (NAME) / (ADDR) / (TEL)(HOSP)(EMS)UNIT 2UNIT 1
HOSPITAL (TAKEN TO)
EMS AGENCY
OWNER ADDRESS (STREET, CITY, STATE, ZIP)PHONE NUMBER
POLICY NO.
PHONE NUMBER DRIVER LICENSE NO.
VEHICLE OWNER (LAST, FIRST, M.I.)
INSURANCE CO.EXPIRED
Y N
CITY STATE ZIP
VIN
STREET ADDRESS
PLATE NO.STATE YEAR
NAME (LAST, FIRST, M)
DATE OF BIRTH
mo / day / yr
MAKE MODEL YEAR
AUTOMATION
SYSTEM
Y NO UNK
LEVEL
IN
VEH.
LEVEL
ENGAGED
AT CRASHoþo0 0
CIRCLE NUMBER(S)
FOR DAMAGED AREA(S)
00 - NONE
13 - UNDER CARRIAGE
14 - TOTAL (ALL)
15 - OTHER
99 - UNKNOWN
POINT OF
FIRST CONTACT
TOWED
DUE TO CRASH
FIRE
DISTRACTED
Distraction Value*
COM VEH
Y N
IF YES SEE SIDEBAR*
HOSPITAL (TAKEN TO)
EMS AGENCY
OWNER STREET, CITY, STATE, ZIP PHONE NUMBER
POLICY NO.
PHONE NUMBER DRIVER LICENSE NO.
VEHICLE OWNER (LAST, FIRST, M.I.)
INSURANCE CO.EXPIRED
Y N
CITY STATE ZIP
VIN
STREET ADDRESS
PLATE NO.STATE YEAR
DATE OF BIRTH
mo / day / yr
MAKE MODEL YEAR
AUTOMATION
SYSTEM
Y NO UNK
LEVEL
IN
VEH.
LEVEL
ENGAGED
AT CRASHoþo0 0
CIRCLE NUMBER(S)
FOR DAMAGED AREA(S)
00 - NONE
13 - UNDER CARRIAGE
14 - TOTAL (ALL)
15 - OTHER
99 - UNKNOWN
POINT OF
FIRST CONTACT
TOWED
DUE TO CRASH
FIRE
DISTRACTED
Distraction Value*
COM VEH
Y N
IF YES SEE SIDEBAR*
ADDRESS NO.HIGHWAY OR STREET NAME
COUNTY
City Township
(CIRCLE)(CIRCLE)
........................ FT / MI N S E W
AT INTERSECTION WITH
______________________________________________________________
(NAME OF INTERSECTION OR ROAD FEATURE)
DATE OF CRASH
DOORING
WITH
PEDALCYCLIST?
INTERSECTION
RELATED Y N
PRIVATE
PROPERTY Y N
HIT & RUN Y N
TIME
# OF MOTOR
VEHICLES INVLD
AM
PM
SECONDARY CRASH
o þYES NO
FLOW CONDITION
SLOW
STOPPED
FREE FLOW
o
o
þ
þoo
ON SCENE
NOT ON SCENE (DESK REPORT)
AMENDED
þ
o
A No Injury / Drive Away
B Injury and / or Tow Due to Crash
o
o
þ
$500 OR LESS
$501 - $1,500
OVER $1,500
DAMAGE TO ANY
ONE PERSON'S
VEHICLE / PROPERTY
INVESTIGATING AGENCY TYPE OF REPORT AGENCY CRASH REPORT NO.YR
1 1 4 4 1 2 1 1 1 1 1 1 15 1 1
DRAC
U1 U2
TRFD TRFC WEAT DRVA
U2
VIS
U1 U2
VEHD
U1 U2
LGHT COLL MANV
U1 U2
ILLINOIS TRAFFIC CRASH REPORT Sheet ____of ____Sheets
TRFW
VEHT
U1
U2
# LNS
U1
U2
ALIGN
U1
U2
14
1
1
0
0
1
1
RSUR
VEHU
U1
U2
SPDR
U1
U2
RDEF
BAC
U1
U2
1
2
2
0
0
1
996
996
# OCCS
U1
U2
DIRP
U1
U2
SLMT
U1
U2
2
1
3
1
30
30
Yorkville Police Department 22 22-00670
WESTERN LN YORKVILLE
o
þ
Y
N
HIGH RIDGE LN 2KENDALL
1
F 2 4
O 1 0
IL D 0
99 9
o þ
SEX SAFT AIR
INJ EJCT EPTH
STATE CLASS CDL ID
PEDV PPA PPL
INCIDENTRESPONDER
Y N
IF "Y"
TOYOTA COROLLA 2021
JTDVPMAE8MJ130577
TOYOTA LEASE TRUST J11 8510-D27-13
State Farm o þ
11
F 2 4
O 1 0
IL D 0
99 9
o þ
SEX SAFT AIR
INJ EJCT EPTH
STATE CLASS CDL ID
PEDV PPA PPL
INCIDENTRESPONDER
Y N
IF "Y"
FORD EXPLORER 2021
1FM5K8GC7MGB20272
939294017
Progressive o þ
1 6 F 13 4 O 1 0
oþ
Did crash occur
in a Work Zone?
Y
N
o
þ
If YES check one below:
Construction
Maintenance
Utility
Unknown work zone type
o
o
o
o
Workers present?
Y
N
o
þ
¡
¡
o
þ
þ o
o þ
o þo
þ
DRIVER PARKED DRIVERLESS PED PEDAL EQUES NMV NCV DVþoooooooo
o þ
o þ
o þ
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DRIVER PARKED DRIVERLESS PED PEDAL EQUES NMV NCV DVþoooooooo
o þ
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25
UNIT ____
IF MORE THAN ONE CMV IS INVOLVED, USE SR 1050A
ADDITIONAL UNITS FORMS.
A CMV is defined as any motor vehicle used to transport passengers or
property and:
1. Has a weight rating of more than 10,000 pounds (example: truck or
truck/trailer combination): or
2. Is used or designed to transport more than 15 passengers including
the driver (example: shuttle or charter bus): or
3. Is designed to carry 15 or fewer passengers and operated by a
contract carrier transporting employees in the course of their employment
(example:employee transporter -usually a van type vehicle or passenger
car): or
4. Is used or designed to transport between 9 and 15 passengers,
including the driver,for direct compensation (example: large van used
for specific purpose): or
5. Is any vehicle used to transport any hazardous material (HAZMAT) that
requires placarding (example:placards will be displayed on the vehicle).
CARRIER NAME _________________________________________________
ADDRESS _______________________________________________________
_______________________________________________________
CITY/STATE/ZIP ___________________________________________________
MOTOR CARR. ID
USDOT NO._________________________ILLCC NO.__________________
Interstate Intrastate
Not In Comm./Govt.Not In Comm./Other
Source of above
Side of Truck Papers Driver Log Book
GVWR/GCWR
<10,000 10,000 - 26,000 >26,000
Were HAZMAT placards on vehicle?Yes No
If yes, name on placard _______________________________________
4 digit UN NO.___________________1 digit Hazard Class NO._______
Did HAZMAT Spill from vehicle (do NOT consider FUEL from vehicle's own
tank)?Yes No Unknown
Did HAZMAT Regulations violation contribute to the crash?
Yes No Unknown
Did Motor Carrier Safety Regulations (MCS)violation contribute to
the crash?Yes No Unknown
Was a Driver/Vehicle Examination Report form completed?
HAZMAT Yes No Unknown Out of Service Yes No
MCS Yes No Unknown Out of Service Yes No
Form Number _____________________________________________
IDOT PERMIT NO.________________WIDELOAD?Y N
TRAILER VIN 1 ___________________________________________
TRAILER VIN 2 ___________________________________________
TRAILER WIDTH(S)0 - 96"97 - 102"> 102"
TRAILER 1
TRAILER 2
TRAILER LENGTH(S) 1 __________ ft 2 __________ ft
TOTAL VEHICLE LENGTH __________ ft NO. OF AXLES __________
SELECT CODES FROM BACK OF CRASH BOOKLET
VEHICLE CONFIG. ______CARGO BODY TYPE ______LOAD TYPE ______
NARRATIVE (refer to vehicle by unit #)
LOCAL USE ONLY
A Diagram and Narrative are required on all Type B crashes,
even if units have been moved prior to the officer's arrival.
U1 COLOR
U1 TOWED BY / TO :
U2 COLOR
U2 TOWED BY / TO :
U1 Drug 1 U1 Drug 2 U2 Drug 1 U2 Drug 2
U1 TOWED
DUE TO o DISABLING DAMAGE o NOT DISABLING DAMAGE DAMAGE EXTENT:
U2 TOWED
DUE TO o DISABLING DAMAGE o NOT DISABLING DAMAGE DAMAGE EXTENT:
LARGE TRUCK,BUS,OR HM VEHICLE
UNIT 1 WAS EASTBOUND WESTERN LN AT THE INTERSECTION OF HIGH RIDGE
LN. UNIT 2 WAS NORTHBOUND HIGH RIDGE LN AT THE INTERSECTION OF
WESTERN LN. BOTH VEHICLES TRAVELED THROUGH THE INTERSECTION AT THE
SAME TIME AND THE FRONT PASSENGER SIDE BUMPER OF UNIT 1 STRUCK THE
FRONT DRIVER SIDE OF UNIT 2 CAUSING MODERATE DAMAGE.
UNIT 1 ADVISED THEY WERE APPROACHING THE INTERSECTION AND SLOWING
DOWN TO THE YIELD SIGN. UNIT 1 ADVISED THEY DID NOT SEE UNIT 2 AND DID
NOT YIELD TO THEM APPROACHING. UNIT 1 ADVISED THAT AS THEY WENT
THROUGH THE INTERSECTION THEY STRUCK UNIT 2.
UNIT 2 ADVISED THEY WERE NORTHBOUND ON HIGH RIDGE LN WHEN UNIT 1
o o
o o
o o o o
o o o
o o
o o o
o o o
ooo
o o o o o
o o o o o
oo
ooo
o o o
Red Black 000 000
U1 Race:U2 Race:W W
X002608966
26
BEGAN TO GO THROUGH THE INTERSECTION AND ULTIMATELY STRUCK THEIR VEHICLE.
NO INJURIES REPORTED. NO VEHICLES TOWED.
Narrative
27
PRELIMINARY ENGINEERING EVALUATION
Location: High Ridge Lane and Canyon Trail / Canyon Trail Court
Criteria Met Criteria**
Yes
Additional
Study
Required No
A.
B.
C.Minimum Volumes:
1.
2.
3.
D.
E.
F.
G.
H.
Criteria are clearly met recommending installation of a multi-way stop
Criteria are not clearly met at this time - no further action recommended
Criteria may or may not be met - additional engineering study required
By:Gabriel Braboy Date:9/11/2023
Title
By:Date:
Title
* Based upon Professional Engineer's Review
** Manual on Uniform Traffic Control Devices (MUTCD)
An intersection of two residential neighborhood collector (through) streets of similar design and operating characteristics
where multi-way stop control would improve traffic operational characteristics of the intersection.
Based on a preliminary review of the criteria for a multi-way stop sign the following action is recommended:
The combined vehicular, pedestrian, and bicycle volume entering the intersections from the minor street approaches
(total of both approaches) averages at least 200 units per hour for the same 8 hours, with an average delay to minor-
street vehicular traffic of at least 30 seconds per vehicle during the highest hour; but
If the 85th-percentile approach speed of the major-street traffic exceeds 40 mph, the minimum vehicular volume
warrants are 70 percent of the values provided in Items 1 and 2.
Where no single criterion is satisfied, but where Criteria B, C.1 and C.2 are all satisfied to 80 percent of the minimum
values, criterion C.3 is excluded from this condition.
The need to control left-turn conflicts;
The need to control vehicle/pedestrian conflicts near locations that generate high pedestrian volumes;
Locations where a road user, after stopping, cannot see conflicting traffic and is not able to negotiate the intersection
unless conflicting cross traffic is also required to stop; and
UNITED CITY OF YORKVILLE
MULTI-WAY STOP
Primary Criteria to Consider*
Where traffic control signals are justified, the multi-way stop is an interim measure that can be installed quickly to control
traffic while arrangements are being made for the installation of the traffic control signal.
Five or more reported crashes in a 12-month period that are susceptible to correction by a multi-way stop installation.
Such crashes include right-turn and left-turn collisions as well as right-angle collisions.
The vehicular volume entering the intersections from the major street approaches (total of both
approaches)averages at least 300 vehicles per hour for any 8 hours of an average day; and
X
X
X
X
X
X
X
X
X
X
X
28
HIGH RIDGE LANE – NORTHBOUND
APPROACH
LOOKING NORTH
HIGH RIDGE LANE – NORTHBOUND
APPROACH
LOOKING EAST
29
HIGH RIDGE LANE – NORTHBOUND
APPROACH
LOOKING WEST
HIGH RIDGE LANE – SOUTHBOUND
APPROACH
LOOKING SOUTH
30
HIGH RIDGE LANE – SOUTHBOUND
APPROACH
LOOKING EAST
HIGH RIDGE LANE – SOUTHBOUND
APPROACH
LOOKING WEST
31
CANYON TRAIL COURT – EASTBOUND
APPROACH
LOOKING EAST
CANYON TRAIL COURT – EASTBOUND
APPROACH
LOOKING NORTH
32
CANYON TRAIL COURT – EASTBOUND
APPROACH
LOOKING SOUTH
CANYON TRAIL – WESTBOUND
APPROACH
LOOKING WEST
33
CANYON TRAIL COURT –
WESTBOUND APPROACH
LOOKING NORTH
CANYON TRAIL COURT –
WESTBOUND APPROACH
LOOKING SOUTH
34
35
PRELIMINARY ENGINEERING EVALUATION
Location: Northland Lane and Western Lane
Criteria Met Criteria**
Yes
Additional
Study
Required No
A.
B.
C.An unsignalized intersection in a signalized area.
A.
B.
C.
A.Criteria are clearly met recommending installation of a YIELD or STOP sign (Circle designated sign type)
Designate Location: _
B.Criteria are not clearly met at this time - no further action recommended
C.Criteria may or may not be met - additional engineering study required
By:Gabriel Braboy Date:9/11/2023
PROJECT ENGINEER
Title
By:Date:
Title
* Based upon Professional Engineer's Review
** Manual on Uniform Traffic Control Devices (MUTCD)
Based on a preliminary review of the criteria for a YIELD or STOP sign the following action is recommended:
Crash records indicate that five or more crashes that involve the failure to yield the right-of-way at the intersection under the
normal right-of-way rule have been reported within a 3-year period, or that three or more such crashes have been reported
within a 2-year period.
Guidance: Engineering judgement should be used to establish intersection control. The following factors should be considered:
A. Vehicular, bicycle, and pedestrian traffic volumes on all approaches;
B. Number and angle of approaches;
C. Approach speeds;
D. Sight distance available on each approach; and
E. Reported crash experience.
I. YIELD or STOP signs should be used at an intersection if one or more of the following conditions exist:
An intersection of a less important road with a main road where application of the normal right-of-way rule would not be
expected to provide reasonable compliance with the law.
The combined vehicular, bicycle, and pedestrian volume entering the intersection from all approaches averages more than
2,000 units per day;
The ability to see conflicting traffic on an approach is not sufficient to allow a road user to stop or yield in compliance with the
normal right-of-way rule if such stopping or yielding is necessary; and/or
A street entering a designated through highway or street; and/or
II. In addition, the use of YIELD or STOP signs should be considered at the intersection of two minor streets or local
roads where the intersection has more than three approaches and where one or more of the following conditions exist:
UNITED CITY OF YORKVILLE
TWO WAY YIELD OR STOP
Evaluation Criteria
X
X
X
X
X
X
X
36
NORTHLAND LANE – NORTHBOUND
APPROACH
LOOKING NORTH
NORTHLAND LANE – NORTHBOUND
APPROACH
LOOKING WEST
37
NORTHLAND LANE – SOUTHBOUND
APPROACH
LOOKING SOUTH
NORTHLAND LANE – SOUTHBOUND
APPROACH
LOOKING WEST
38
WESTERN LANE – EASTBOUND
APPROACH
LOOKING EAST
WESTERN LANE – EASTBOUND
APPROACH
LOOKING NORTH
39
WESTERN LANE – EASTBOUND
APPROACH
LOOKING SOUTH
40
41
PART II:
TRAFFIC SPEED STUDY
42
Faxon
Western
Alice
NorthlandHigh RidgeBlackberry Shore
Canyon
Iroquois
White
P
l
a
i
n
s
Yellowstone
Canyon Trail
Denise
Copyright nearmap 2015
0 300 600 Feet
7-DAY SPEEDSTUDYLOCATIONS
Engineering Enterprises, Inc. 52 Wheeler RoadSugar Grove, Illinois 60554(630)466-6700www.eeiweb.com
DATE:
PROJECT NO.:
FILE:
PATH:
BY:
OCTOBER 2023
YO1107
YO2107-Kylyn Ridge Traffic Collection.mxd
H:\GIS\PUBLIC\YORKVILLE\2021\
MJT ³
SPEED STUDY LOCATION
SPEED STUDY LOCATION
SPEED STUDY LOCATION
43
For Project:High Ridge Lane
Project Notes:
Location/Name:Merged
Report Generated:9/20/2023 8:17:42 AM
Speed Intervals 1 MPH
Time Intervals Instant
Traffic Report From 9/13/2023 6:00:00 PM through 9/20/2023 6:59:59 AM
85th Percentile Speed 34 MPH
85th Percentile Vehicles 2460
Max Speed 65 MPH on 9/16/2023 4:06:48 PM
Total Vehicles 2894
AADT:442
Volumes -
weekly counts
Time 5 Day 7 Day
Average Daily 386 404
AM Peak 7:00 AM 29 25
PM Peak 4:00 PM 45 42
Speed
Speed Limit:30
85th Percentile Speed:34
50th Percentile Speed:29
10 MPH Pace Interval:23.0 MPH to 33.0 MPH
Average Speed:28.82
Monday Tuesday Wednesday Thursday Friday Saturday Sunday
Count over limit 173 168 35 179 203 164 161
% over limit 37.8 39.3 29.4 35.9 41.5 31.4 42.5
Avg Speeder 33.9 34.0 34.1 34.3 34.4 34.8 34.1
Avg Speed 28.9 28.7 28.1 28.7 29.3 28.1 29.6
Class Counts
Number %
VEH_SM 32 1.1
VEH_MED 2781 96.1
VEH_LG 81 2.8
[VEH_SM=motorcycle,VEH_MED = sedan,VEH_LG = truck]
44
Summary of Violators
High Ridge Lane from Wed-Sep-13-2023-06-00-PM to Wed-Sep-20-2023-06-59-AM
Starting Hour Count Average Speed of all Traffic Violator Counts Average Speed of Violators
00:00:00 27 28.6 8 35.6
01:00:00 7 30.6 4 31.5
02:00:00 13 29.3 6 33.3
03:00:00 6 35.3 5 39.4
04:00:00 22 26.7 6 32.3
05:00:00 31 27.0 6 33.0
06:00:00 105 26.4 27 33.9
07:00:00 141 28.9 52 34.3
08:00:00 154 28.0 52 33.6
09:00:00 131 29.0 52 34.3
10:00:00 141 29.4 50 34.4
11:00:00 146 29.7 71 33.6
12:00:00 183 29.2 79 33.9
13:00:00 181 29.2 75 33.5
14:00:00 187 29.3 78 34.8
15:00:00 238 28.7 86 34.4
16:00:00 254 29.6 100 35.1
17:00:00 219 29.1 91 34.1
18:00:00 229 28.5 73 34.5
19:00:00 177 28.6 64 33.7
20:00:00 145 28.0 46 33.9
21:00:00 85 28.7 29 34.4
22:00:00 47 27.0 11 36.5
23:00:00 25 30.9 12 37.0
45
46
For Project:Northland Lane
Project Notes:
Location/Name:Merged
Report Generated:9/27/2023 7:37:38 AM
Speed Intervals 1 MPH
Time Intervals Instant
Traffic Report From 9/20/2023 4:00:00 PM through 9/27/2023 7:59:59 AM
85th Percentile Speed 30 MPH
85th Percentile Vehicles 3210
Max Speed 46 MPH on 9/21/2023 5:16:51 PM
Total Vehicles 3777
AADT:566
Volumes -
weekly counts
Time 5 Day 7 Day
Average Daily 492 521
AM Peak 11:00 AM 32 39
PM Peak 5:00 PM 58 53
Speed
Speed Limit:30
85th Percentile Speed:30
50th Percentile Speed:26
10 MPH Pace Interval:21.0 MPH to 31.0 MPH
Average Speed:25.82
Monday Tuesday Wednesday Thursday Friday Saturday Sunday
Count over limit 61 66 18 67 78 55 56
% over limit 10.3 11.2 7.2 11.7 13.3 8.8 9.9
Avg Speeder 32.5 32.3 34.5 32.5 33.0 33.0 32.4
Avg Speed 25.8 26.1 25.2 26.2 26.4 25.1 25.7
Class Counts
Number %
VEH_SM 2 0.1
VEH_MED 3707 98.1
VEH_LG 68 1.8
[VEH_SM=motorcycle,VEH_MED = sedan,VEH_LG = truck]
47
Summary of Violators
Northland Lane from Wed-Sep-20-2023-04-00-PM to Wed-Sep-27-2023-07-59-AM
Starting Hour Count Average Speed of all Traffic Violator Counts Average Speed of Violators
00:00:00 10 26.7 2 35.5
01:00:00 3 20.7 0 0.0
02:00:00 2 27.5 1 31.0
03:00:00 9 26.4 0 0.0
04:00:00 18 27.3 2 35.5
05:00:00 29 24.3 1 32.0
06:00:00 115 26.1 17 32.1
07:00:00 182 26.9 40 32.3
08:00:00 137 26.3 11 32.4
09:00:00 157 26.3 17 32.1
10:00:00 197 26.2 24 32.3
11:00:00 235 25.8 22 32.2
12:00:00 260 26.4 42 32.8
13:00:00 214 25.9 24 32.6
14:00:00 262 25.5 27 32.6
15:00:00 250 25.6 22 32.0
16:00:00 356 26.1 35 32.5
17:00:00 373 25.8 38 33.1
18:00:00 339 25.4 29 33.1
19:00:00 249 25.2 19 33.4
20:00:00 182 24.8 11 33.8
21:00:00 112 25.4 10 34.4
22:00:00 63 25.3 5 34.4
23:00:00 23 25.5 2 35.5
48
49
For Project:Blackberry Shore Ln
Project Notes:
Location/Name:Merged
Report Generated:10/4/2023 3:25:52 PM
Speed Intervals 1 MPH
Time Intervals Instant
Traffic Report From 9/27/2023 4:00:00 PM through 10/4/2023 2:59:59 PM
85th Percentile Speed 36 MPH
85th Percentile Vehicles 6485
Max Speed 59 MPH on 10/2/2023 7:13:12 AM
Total Vehicles 7629
AADT:1096
Volumes -
weekly counts
Time 5 Day 7 Day
Average Daily 1035 1023
AM Peak 7:00 AM 69 61
PM Peak 5:00 PM 105 97
Speed
Speed Limit:30
85th Percentile Speed:36
50th Percentile Speed:31
10 MPH Pace Interval:26.0 MPH to 36.0 MPH
Average Speed:30.55
Monday Tuesday Wednesday Thursday Friday Saturday Sunday
Count over limit 560 525 504 713 657 569 502
% over limit 52.5 48.4 53.9 55.3 51.8 51.7 56.8
Avg Speeder 34.7 34.8 34.3 34.8 34.6 34.4 34.8
Avg Speed 30.5 30.2 30.7 30.9 30.4 30.3 31.1
Class Counts
Number %
VEH_SM 547 7.2
VEH_MED 6816 89.3
VEH_LG 266 3.5
[VEH_SM=motorcycle,VEH_MED = sedan,VEH_LG = truck]
50
Summary of Violators
Blackberry Shore Ln from Wed-Sep-27-2023-04-00-PM to Wed-Oct-04-2023-02-59-PM
Starting Hour Count Average Speed of all Traffic Violator Counts Average Speed of Violators
00:00:00 69 30.9 39 34.2
01:00:00 21 32.0 14 34.6
02:00:00 8 29.3 3 33.0
03:00:00 16 30.9 10 35.0
04:00:00 46 30.3 26 34.4
05:00:00 81 30.4 45 34.5
06:00:00 234 30.0 113 35.2
07:00:00 405 30.7 211 34.8
08:00:00 397 30.0 200 34.4
09:00:00 350 30.2 170 34.5
10:00:00 432 30.7 226 34.7
11:00:00 426 30.2 218 34.9
12:00:00 500 30.9 287 34.8
13:00:00 406 30.6 214 34.9
14:00:00 447 31.4 263 35.3
15:00:00 551 30.9 301 34.8
16:00:00 623 31.1 364 34.6
17:00:00 683 30.9 366 34.8
18:00:00 562 30.0 291 34.2
19:00:00 473 29.7 226 33.6
20:00:00 369 29.9 168 34.5
21:00:00 245 30.5 118 34.7
22:00:00 173 30.3 91 34.4
23:00:00 112 31.3 66 34.7
51
52